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HomeMy WebLinkAbout2306 Palmetto Ave 16-3141; TEMP ELECTRIC POLEOWNER NAME: ADDRESS: APPLICANT NAME: FAITH SHERALEE ADDRESS: 2300 S. PALMETTO AVENUE SANFORD FL 32711 LAND USE: LANES ADD LOT 24 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2306 PALMETTO AVE, LANES ADD LOT 24, SFR FEE COUNTY OF SEMINOLE UNIT CALC IMPACT FEE STATEMENT Q / P el L4' Y STATEMENT NUMBER: 17100000 BUILDING APPLICATION 4: 17-10000062 DATE: February 09, 2017 rf( 1 BUILDING PERMIT NUMBER: 17-10000062 ROADS-ARTERIALS 2-0 UNIT ADDRESS: PALMETTO AVENUE 2306 36-19-30-527-0000-024 TRAFFIC ZONE:022 JURISDICTION: Housing SEC: TWP: RNG: SUF: PARCEL: 705.00 SUBDIVISION: N/A TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: Single Family OWNER NAME: ADDRESS: APPLICANT NAME: FAITH SHERALEE ADDRESS: 2300 S. PALMETTO AVENUE SANFORD FL 32711 LAND USE: LANES ADD LOT 24 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2306 PALMETTO AVE, LANES ADD LOT 24, SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE Housing ORD 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A 00 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE 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 THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. Job Address: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application Ngo: 16-3141 Documented Construction Value: -S 1 300.00 2306 Palmetto Ave, Sanford, Fl 32771 Parcel ID- 36A 9-30-527-0000-0240 Type of Work: NewEl AdditionEl AlterationEl Description of Work: Temporary Electric Pole Plan Review Contact Person:. Phone'- 407-332=0216 Fax 407-332-4792 Historic District: Yes'n No n Residential nX Commercial [I RepairEl Demon Change of"Use El moveEl Title:, Email: j,delect 1 67 2@embarqmail.com, Property Owner Information Name Faith Sheralele Phone: Palmetto Aveey? Street: 2300 PalmResident of propert City, State Zip; Sanford, Fl 32771 Name J.D. Electrical Contractors, Inc. Street: 1045 N. Ronald Reagan Blvd. City, State, Zip: Longwood, Fl 32750 Name: Street: City! St, Zip: Bondino, Company: Address: Contractor Information Phone: 407-332-0216,' Fax: 407-332-4792 State License No.: EC0001753. Arch itect/Engi nee r Information Phone: Fa -x: E-mail: Mortgage l Lender: Address: WARNING TO ONVNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT .MAY RESULT IN YOUR, PAYING TWICE FOR IMPROVEMENTS 1-0 YOUR PROPERTY. A I NOTICE "OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THEJOB SITE -BEFORE THE FIRST INSPECTION. IF YOU INTENQTo OBTAIN FINANCING, CONSULT %Nr,ITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONIMENCEMENT. Application is hereby made to obtain a permit to do the work and installations a-, indicated. I certil*%: that noxorkor installation has commenced prior LO 01C issuance of' a permit and I flat all work will be pertormed to meet standards ot'all laws regulating'cons1ruction in thisust be secured for electrical work, plumbing, signs, wells,, pools, jurisdiction. I understand that a separate permm furnaces, boilers, heaters. tanks, and air e6nditioners, etc. I -13C Iq '.3 Shall be inscribed with the date of application and the code in effect as of that date- Slil Edition (2014)Florida, Building Code R, -,t ised- Jtitle 10, 20i 3 NOTICE: In addition to the requirements of this ;permit. theme may be additional restrictions applicable to this property that may be fouled in the public records ofthis county, and there may be additional permits required from other governmental entities such as dater management districts, state agencies, or federal agencies. Acceptance of permit is verification' that 1 will notify the owner of the property of the requirements of Florida Lien Law. FS 713. The City of Sanford requires payment of a plan review fee at the time. of 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 jnb at the time of submittal. The, actual construction value will be figured based on the current ICC 'Valuation Table in effect at the "time the permit is issued, in accordance with :local ordinance. Should calculated 'charges figured. off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information isaccurate and that all work will be dome in compliance with all applicable laws regulating construction and oninp17 Signature of 0wiWAgent Date Print Owner/AgenCs Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Name Signature D-61*A J. ORANSKY MY COMMISSION #FF0.18835 EXPIRES June 28, 2017 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof[-] Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric 7 # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30,.2015 Permit Application GRANT MALOY SEMINOLE COUNTY C:I..FRV, OF CIRCUIT COURT 2, COMPTROLLER BY. 834.5 Pas 884••888 (5P3s) CLERK'S r 2017005848 RECORDED 01/18/2017 08:07:47 AM RECORDING FEES $44.00 RECORDED BY hdevore This Instrument Prepared By: Lori McElroy, CESO, Inc. 8534 Yankee Street Dayton, OH 45458 937.435.8584 Permit No. Tax Folio No. NOTICE OF COMMENCEMENT STATE OF OHIO ) SS: COUNTY OF MONTGOMERY ) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: See Exhibit A. 2. General description of improvement: Brisson West Phase 1 — 3 Subdivision Infrastructure. 3. Owner information or Lessee information if the Lessee contracted for the improvement: a. Name and address: Brisson West Project I, LLC 10100 Innovation Dr. Suite 410 Dayton, OH 45342 b. Interest in property: Owner c. Name and address of fee simple titleholder (if different from Owner listed above): N/A 4. Contractors: a. JEL Site Development, Inc. 7090 Astro St. Winter Park FL 32792 Phone number: 407.673.0011 b. Seminole Masonry 3850 E. Lake Mary Blvd., Sanford FL 32773 Phone: 407.971.2464 5. Surety (if applicable, a copy of the payment bond is attached):' N/A e E•d<< P-/ A • . 6. Lender: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: Chris Helfrich, DDC, LLC 755 West SR 434 Suite A Longwood, FL 32750 b. Phone numbers of designated persons: 407.670.1685 8. In addition to himself or herself, Owner designates: a. David Oakes of DDC Management, LLC to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Address: 8534 Yankee Street Suite 2B Dayton, OH 45458 c. Phone number: 937.435.8584 9. Expiration date of notice of commencement (the expiration date will be 1 year from the 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. Signature Page to follow] BRISSON WEST PROJECT I, LLC a Florida limited liability company By: DDC Management, LLC n Ohio limited liability company l itAs&Co pari ci (' David C. Oakes, The foregoing instrument was acknowledged before me this D Day of January, 2017, by David C. Oakes as Co -Manager for DDC Management, LLC. r I L McELROY, Notary Public ~" NotaryGPublic ( J nd for the State of Ohio v Commission Expires No%2, 2021 E,,,,b-% -4 PARCEL 3 DESCRIPTION: A PARCEL OF LAND LYING IN SECTION 17, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHWEST IA OF SAID SECTION 17, THENCE RUN N00019'09"W. ALONG THE EAST LINE OF THE SAID NORTHWEST 1/a A DISTANCE OF 40.00 FEET; THENCE RUN .5890481541"W, A DISTANCE OF 25.00 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF BRISSON AVENUE SAID POINT BEING 20.00 FEET NORTH OF THE SOUTH LINE OF LOTS 37, 38, 39, AND 40 OF PALM HAMMOCK ALLOTMENT, AS RECORDED IN PLAT BOOI{ 1, PAGES 104 AND 105 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE RUN NOO°19'09"W ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 2006.70 FEET; THENCE DEPARTING SAID RIGHT OF WAY LINE RUN S89040151"W A DISTANCE OF 300.00 FEET; THENCE RUN N00019'09"W A DISTANCE OF 425.00 FEET; THENCE RUN N89040151"E A DISTANCE OF 260.00 FEET; THENCE RUN N000191091.1W A DISTANCE OF 89.89 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF LAKE MARY BOULEVARD AND POINT ON A NON -TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1081.45 FEET AND A CENTRAL ANGLE OF 10031102"; THENCE FROM A RADIAL BEARING OF N21°16'13"E RUN NORTHWESTERLY ALONG SAID RIGHT OF WAY LINE AND THE ARC OF SAID CURVE 198.51 FOR A POINT OF BEGINNING; THENCE DEPARTING SAID RIGHT OF WAY LINE RUN 589045153"W A DISTANCE OF 383.30 FELE; THENCE RUN N00014'07"W A DISTANCE OF 363.16 FEET TO A POINT ON THE SOUTHERLY RIGHT OF Wi1.Y LINE OF LAKE MARY BOULEVARD; THENCE RUN 020151171E ALONG THE SAID SOUTHERLY RIGHT OF WAY LINE A DISTANCE OF 229.05 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1081.45 FEET; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 15057128", AN ARC DISTANCE OF 301.20 FEET TO THE POINT OF BEGINNING. CONTAINING THEREIN, 1.440 ACRES. MORE OR LESS. LESS AND EXCEPT A parcel of land situated in Sections 8 & 17, Township 20 South, Range 31 East, Seminole County, Florida; being more particularly described as follows: Commence at the Southeast corner of the Northwest 1/4 of said Section 17, thence run N00°19'09"W, along the East line of the said Northwest 1/4 a distance of 40.00 feet, thence runS89°48'54"W, a distance of 40.00 feet to a point of intersection with a line lying 15.00 feet west of the Westerly right of way line of Brisson Avenue and the point of beginning, said point being 20.00 feet North of the South line of Lots 37, 38, 39, and 40 of Palm Hammock Allotment, as recorded in Plat Book 1, Pages 104 and 105 of the Public Records of Seminole County, Florida; thence Arun S89°48'54"W parallel with and 20.00 feet North of said South line a distance of 2176.51 feet to a point of intersection with the easterly line of those lands as described in Official Records Book 4378, Page 1921; thence run along the easterly and northerly line of said lauds the following four (4) courses: N00°2534W a distance of 21.72 feet; thence Tun N14°51'43"W a distance of 53.00. feet; thence.tun N48°51'39"W a distance of 82.00 feet; thencetun N00°02'41"E a distance of 124.69 feet; thence iun N89°48'54"E a distance of 1,694.29 feet; thence N00°11'06"W a distance of 115.00 feet; 5 thence run S89°48'54"W a distance of 11.66 feet; thence run N00°18'41"W a distance of 871.93 feet; thence run N89°40'51 "E a distance of 82.50 feet; thence run NOVI9'09"W a distance of 50.00 feet; thence tun N89°40'51"E a distance of 10.00 feet to the beginning of a curve concave northerly having a radius of 25.00 feet; thence along the are of said curve through a central angle of 90°00'00", an arc length of 39.27 feet; thence run N00°19'09"W a distance of 65.00 feet to the beginning of a curve concave southwesterly having a radius of 25.00 feet; thence along the arc of said curve through a central angle of 90°00'00", an arc length of 39.27 feet; thence run S89°40'51"W a distance of 235.00 feet, thence run S00°19'09" E a distance of 123.20 feet; thence run S89°40'51"W a distance of 305.00 feet; thence run N00°19'09"W a distance of 55.49 feet to the beginning of a curve concave southwesterly having a radius of 25.00 feet; thence along the arc of said curve through a central angle of 112°32'16", an arc length of 49.10 feet; thence run N22°51'25"W a distance of 50.00 feet; thetxce Lun NG7°08'35"E a distance of 41.59 feet to °the beginning of a curve con ci ve io th vesterly 44ving a radius of 25.00 feet; thence.alona the arc of said curve throiugh..a cetitial: 666,of 67°27'44. an are length of 29.44 feet; thence run N00°19'09"W a distance of 41.19 feet; thence run N89°40'51 "E a distance of 50.00 feet to a point of intersection with a non -tangent curve concave to the northeast having a radius of 25,00 feet to which center point beats N89°40'51"E; thence along the arc of said curve through a central angle of 110°17'08", an arc length of 48.12 feet to the beginning of a reverse curve concave southerly having a radius of 350.00 feet; thence along the arc of said curve through a central angle of 14°3239", an arc length of 88.84 feet; thence run N00°19'09"W a distance of 297.70 feet; thence run N08°41'39"E a distance of 35.05 feet; thence run. N25°11'26"E a distance of 36.63 feet, thence tun N40°13'15" L a distance of 155.38 feet; thence run N51°22'17"W a distance of 115.04 feet; thence run N51°15'43"W a distance of 50.02 feet; thence run S40°13'15"W a distance of 75.89 feet; thence run N49°46'45"W a distance of 229.93 feet; thence run N38°32'03"E a distance of 12.77 feet; thence run N54°54'13"W a distance of 58.08 feet; thence run N39°37'11"W a distance of 66.10 feet, thence run S36°05'09"W a distance of 92.37 feet; thence run S10°58`38"W a distance of 36.49 feet; thence run S25°14'38"W a distance of 71.48 feet; thence run S87°24'06"W a distance of 23.50 feet; to a point of intersection with die East line of Silver Lake Industrial Park Replat as recorded in Plat Book 46, Pages 54-62 of said public records of Seminole County; thence tun N00°18'19"W along said East line a distance of 511.06 feet; to a point on the North line of Lot 29 of the said plat of Palm Hammock Allotment, thence run N89°45'53" R along the said North line a distance.of 656.23 feet, thence run N00°18'39"W a distance of 20.00 feet to a point of intersection with the north line of said Section 17 also being the south line of said Section 8; thence run N89°45'53"E along said south line of Section 8 a distance of 31.05 feet, thence run N00°107W a distance of 363.16 feet to a point of intersection with the Southerly right of way line of Lake Mary Boulevard; thence run S42°15'17"E along the said Southerly right of way line a distance of 229.05 feet to a point of curvature of a curve concave Northeasterly having a radius of 1081.45 feet; thence run Southeasterly along the arc of said curve through a central angle of 2602$'3011, an arc distance of 499.71 feet; thence depastIfig°sai l sight of way line run S00°19'09"E a distance d89.89 feet, thenee run S89°40'51 "W a distil cel,bf 260.00: feet; thedde:mn S00019'09"E a distance of 425.00 feet, thence run N89°40'51"E a distance of 285.00 feet to a point of intersection with said line lying 15.00 feet west of the Westerly right of line of Brisson Avenue, thence run S00°19'09"E along said line a distance of 2006.67 feet to the Point of Beginning. Containing 2,375,903 square feet, 54.54 acnes more or less. City of Sanford Building & Fire Prevention Division T -Pole Permit Card PERMIT NO. 16-3141 ISSUE DATE: CONTRACTOR: 7Z D . E S Gxtr i ta' CDmt%*ctoe3- 0 T-A c • JOB ADDRESS: Q 0 b F—a"I me- Awe • TYPE OF WORK: 7% • b • ecle . Post this permit in a conspicuous location outside Leave all work uncovered until inspected and approved Approved plans must be posted with permit for inspection Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER All T -Poles limited to 60 amps MAX (unless authorized by the Building Official) ELECTRIC INSPECTION TYPE APPROVED REJECTED INSPECTOR T -POLE FINAL I L WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS. STATE AGENCIES OR FEDERAL AGENCIES FBC 105.3.3 REVISED: OCTOBER 2014 Inspection Line: 855.541.2112 AUTOCAD PREPARED FOR: ATTN.B-LDG. DPT. PER -MIT# 163141 a WAYNE GANDY P.E. DEAR BUILDING INSPECTOR, 5/3/2017 PERSUANT TO YOUR REQUEST FOR CLARIFICATION OF PERMIT DRAWINGS DURING THE LINTEL INSPECTION ON 4/18/2017, PLEASE NOTE THE FOLLOWING: 1. TWO (2) FRONT ELEVATION CMU WALLS, WHICH HAVE DECORATIVE CONCRETE RAKES AT TOP, SHALL RECIEVE VERTICAL #5 REBAR, EVERY 16" O.C. MAX STARTING FROM TOP OF WALL LINTEL AT 10'-0", AND EXTENDING TO 2 ABOVE TOP OF CMU AND ENCASED IN POURED CONCRETE RAKE CAP. SHOULD YOU HAVE ANY QUESTIONS PLEASE BELOW. CONTACT U I1 Tl/ SHE NUMBER GPNDY l j,•'`cJ••••••• tK LU= C I fill t WAY0 GANO P.E. 33134 EXPERT Commercial and Residential Architectural, And Structural, Engineering, And Analysis PHONE (321)-543-4645 Ar 0 CITY OF SANFORD 1, BUILDING & FIRE PREVENTION 0 PERMIT APPLICATION Application No: Q OC1 Documented Construction Value: $ ! cJ Job Address: Q3o` _ a Yao Mc_ Historic District: Yes No Parcel ID: 3(o - j q - 3r) - o7 - l 000 - o g 4o Residential Commercial Type of Work: Newo Addition Alteration Repair Demo Change of Use Move Description. of Work: Cx-ly1M V, li it c c-VIA su s-e. i ,r ,•t -- 1 - 2 I X11 Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name Vh erVA2e_. QAn Phone: Street: ty(_ Resident of property? City, State Zip: sr'nQyr_l Contractor Information Name Ee e kc '.lckewis.TnC.• Phone: Lip -7- S86 --,5q( Street: lRcy-L SlorvnoS (2` Fax: L40-7 City, State Zip: C % State License No.: CPr3Ct Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Ste Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Annliratinn i J NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that.may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract.is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the.time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoinginformation is accurate and that all work will be .done in compliance. with all applicable laws regulating construction and zoning. . Signature of Owner/Agent Date Sign of Contractor/ gent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date 1k oat V4 rC,4 Print Contractor/Agent's e s- 17 ofF c 'da Date REBECCA BASMADJIAN MY COMMISSION #FF062839 EXPIRES October 14, 2017 Owner/Agent is Personally Known to Me or Co or gen is A 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application k AIR CONDITIONING - HEATING} REFRIGERATION (7 HOME COMFORT SPECIALISTS SALES • SERVICE . INSTALLATION 407) 886-5960 P.O. BOX 2247 407) 862-4704: : 11 1/' APOPKA, FL 32704-2247. 352) 735-5340 Al/ i INC* r Fax (407) 886-6326 www.CeeBeeA!r.com Seining Central'Fly -itla Since 1976! FL Lic. #CAC039747 TO: Central Florida Contracting LLC TELEPHONE: 407-913-1379 (Dom) ADDRESS: 4345 Quando Drive WK#: CITY: Belle Isle STATE:FL ZIP: 32812 JOB: 16F13BEC4 HVAC -@.2306 Palmetto Ave. Sanford, FL DATE: 5/4/2017 FOR THE SUM SET FORTH WE AGREE TO FURNISH AND INSTALL THE FOLLOWING IN A NEAT AND WORKMANLIKE MANNER: DUCTWORK: One (1) complete duct system per our layout. GRILLES: Ten (10) supply and three (3) return grilles. EQUIPMENT: Trane 15 SEER Heat Pump System 1: One (1) TEM6AOB30 Trane 2.5 -Ton Variable Speed Air Handler One (1) 4TWR5030 Trane 2.5 -Ton High Efficiency Heat Pump One (1) TH6320 Honeywell Digital Programmable Thermostat One (1) BAYHTR1510LUG Trane 10 KW Heater SEER: 15.00 HSPF: 9.00 BTUH COOLING: 30,000 Venting: Two (2) bathroom exhaust fans (Roof/wall caps by others). Included NOTES: Electrical and line voltage wiring by Electrician. Low voltage wiring to equipment and thermostat by Cee Bee Air Systems, Inc. Hook up by Cee Bee Air Systems, Inc. Platform to support air handier / indoor unit by builder. Concrete pad to support condenser / outdoor unit by builder. Includes one year labor service by Cee Bee Air Systems, Inc. Parts and components warranty per manufacturers limited warranty. This contract includes all general conditions as listed on reverse side. EER I SEER and COP I HSPF ratings are subject to change by Manufacturer, A_R.I. or D_O.E. Authorities. Mechanical permit fee by CBAS; Inc. WE HEREBY PROPOSE TO FURNISH LABOR AND MATERIALS COMPLETE IN ACCORDANCE WITH THE ABOVE SPECIFICATIONS FOR THE SUM OF: Eight thousand, seven hundred ninety-five & 00/100 DOLLARS $8,795.00 WITH PAYMENT TO BE MADE AS FOLLOWS: TERMS: Net 7 Days 50% on Rough -In $4,397.50 50% upon Completion - $4,397.50 PRICES GUARANTEED FOR 30 DAYS AS OF THIS DATE. I HEREBY ACCEPT THE TERMS AND CONDITIONS OF THIS CONTRACT AS SET FORTH ON THE BACK OF THIS CONTRACT AND DO HEREB Y ORDER THE INSTALLATION OF THE ABOVE ESCRIBED RK. CEE BEE AIR SYSTEMS, INC. BUYER: GEICO BY: James SpringhamSIGNED: dour fi co DATE: 5/4/2017 DATE: 5/4/2017 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 -P:407.423.0504 -F:407.423.3106 lLP-3 It. UES Project No: Workorder No: 9285713-1 Report Date: 03/14/2017 In -Place Density Test Report Client: Central Florida Contracting, LLC UES Technician: Brandon Ortiz 4345 Quando Drive Date Tested: 03/13/2017 Belle Isle, FL 32812 Project: FAITH 2306 S. Palmetto Ave., Sanford, Seminole County, FL 32771 Type of Test: Area Tested: 2306 S. Palmetto Avenue Field: ASTM D-6938 Nuclear Gauge Method Material: Native Laboratory: ASTM D1557 Modified Proctor Reference Datum: 0 = Top of Fill The tests below meet the 95% minimum compaction requirement. To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 Maximum Optimum Field Dry Field Soil Pass Test Density Moisture Density Moisture Compaction or No. Location of Test Range pcf) pcf) Fail 1 East Slab 1-2 ft 116.7 11.2 113.4 8.6 97 Pass 2 West Slab 2-3 ft 116.7 11.2 115.0 9.3 99 Pass To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 PLAT OF SURVEY DESCRIPTION LOT 24, LANE'S ADDITION TO CITY OF SANFORD, AS RECORDED IN PLAT BOOK 3, PAGES 9 & 10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. NO # LOT 25 I LOT 23LOT 21 1---------------I- FND 1/2" IR w y DIRT OW FND 1/2" IR Q (WIDTH LB #4475 PSM #3382 a VARIES) Dw OW - M- 56' PLAT La'wF o 55.72'MEAS FIND 5/8" IR Oaf. 2y, 4'WF NO # c 1s, 46EeFFdf ':•L`ns. •id. c N uF sa°• s, mm 55.97' MEAS s4 FND 1/2" IR LB #4475 168'P& 0.1' MAR 16 NO LOT 24 NZ BY, p 20.5' o c m a o70'4 LOT 26 as.o' LOT 22 IS #46715 BOUNDARY SURVEY CERTIFIED TO: 3 v 4'WF WSC3-9 LOT24 CENTRAL FLORIDA CONTRACTING, LLCLDDATE: 3(162017 0.4' UD FORMBOARDS ONLY LU G ADDRESS #2300 8 ALE: 1- 20' 2AWN BY: YES NM M- 10.5' -13.01 FIND 5/8" IR NO # SE CORNER, LOT 30 FND 5/8" IR PLS #4200 c N uF sa°• s, mm 55.97' MEAS s4 FND 1/2" IR LB #4475 168'P& 56' PLAT s° 5- CW 2' CURB 8 GUTTER El -'-PALMETTO AVENUE. 50' R/W IS #46715 BOUNDARY SURVEY CERTIFIED TO: I REVISIONS WSC3-9 LOT24 CENTRAL FLORIDA CONTRACTING, LLCLDDATE: 3(162017 ALE: 1- 20' 2AWN BY: YES NOTES: 1. SEARING STRUCTURE IS EASED ON THE NONUMENTEDSWTI L IIasER LEGEND 1 RN/ La1EK PALMETTO AVENUE,BEIW WITH (ASSUMED). THISSUILDINOOOTLIES INZOHE'X%SASEOONl000 LB E a- DOVERmqyp® ACCURItl G MNCERAMMAPNO.121-007M.COMMU—HO. I (CITY OF SANFORD) ORANGE COUNTY,FLORIDA, E SEPTEMBER 25, MO. OLIC ON CDUD L FmMONUFNT FET ETES - MENU FENCE NOVO-u.-SHEDERICUI ACCURIGHT SURVEYS TH6 SURVEY REFLECTS ONLY MATTERS OF RECORD ASa. PROVIDEDEYWENT. N OF ORLANDO INC., LB 4475 A UNDEROFOUND IMPROVEMENTS HAVE NOT BEEN LOCATED. Y% 2012 E. ROD'— SITOst Odando, Florida 32803 O—ADWriphISUNay net ACCUMA '9hlSurveys.rtet PHONE: (407) 894E314 5. W40MOTIESSHOWN ON THESURVEYSHOULD NOTSE USED mRECDFSTRucr PROPERTY Lra[s. a. THIS SURVEY a VALID ONLY FOR THE MATES TO WHOM R IS CERi61E0. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS SET FORM"FLORIM STATUTES. 8, ELEVATIONS BASED ON ASSUMED SITE SENCHMARN H: E AN ELEVATION OF 100.00 FEET, (NAVD Ba). D B ANO E ciRlc OF EL .E SEMEMESMTEAISEOPLOD o -FH FIRE o =allo"3M""MT`M ANCILIrroR ENT m E x .vowT RYATURE MEDT P ADDnTENCE NO R pFCDMtcuCEMEUT RELEPHDCNE RIS ARELEV ET-TP.w3. HER ATDV LIE un rvE SEMENRANKA. RAYMOND III PLS -5326 ITVAUD WIR10Vi 1HESIGNATUREANDTHEDRIDINALMISED SEAL OF THIS FLONIDA LMENSED SURVEYOR AND WIPER.' PON LE-uCEN5E0B115"E55 EAS WS -WOODSHED 2017 Parcel Detail Sheet 36-19-30-527-0000-0240 avitl Johnson, CFA APPRAISER 11/15/2016 12:51 PMC7EIAINOLECOIJN,FLORIDA Parcel: 3 6-19-30-527-0000-0240 Owner: FAITH SHERALEE Address: 2300 PALMETTO AVE SANFORD,FL 32771 Situs: FL Facility Code: Facility Name: Notes: 3233 -1091 -WD 3812 -124 -WD 5965 -772 -WD TD: Sl-SANFORD 6212 -881 -WD 7636 -1910 -WD 8321-675-QD DOR: 00 -VACANT RESIDENTIAL Legal: LOT 24 CPI: 0.70 CAP: 0.70 LANES ADD Market Area: PB 3 PG 10 NBHD Comm: xemption El #: Pet #: Code ,'JDescription -hied, Demo: Income Ind: Inc Ltr: 0 Own Code: Own %: Activity Code: NAME;,,,-,,,DATE , INSP BLDG LAND I DE Assessment Information 14,16dfl -'-,.'---be's'c-ription",-;.' s Pridr1e'a REAp praise d" T _1Addlti6ny" otal, Land Value, 0 alues, Exempt txtra,FLtiatures.',! 0 0100 Building,ValuO, 0 Cost/Market Just Value . 0 0 Income-Just,,Value 75570 0 r r e c f"As sd /4dr i 6"V. a I 6e` 0 1000 CIA_!ssffledValue; 73250 0 S61111 Adjustment 0 0 Non 7 HX I Adjustment : ; ;,, 0 0 P&G Adjustment 0 1 9800 ICOUNTY Assessed ,Value. 01 01 0 EjTotal Activity Code: NAME;,,,-,,,DATE , INSP BLDG LAND I DE Feaiure.,Iniomqxtra tionck2f 14,16dfl -'-,.'---be's'c-ription",-;.' I `•-Units' I -,,RCI*_,' I Ovoj Adi I ATffjCap j ApprV61-1 Bde Activity Code: NAME;,,,-,,,DATE , INSP BLDG LAND I DE k nd!ln ormation ICode La nd,Rate Ag Rate Area„ _ I D/T[Depth class V,*Iue,IY.,Adj Rea0 Just V41U— P, inf ormation Taxable Information IV/[ JQC [PCC taxing- Description Authority Mi age Assessed alues, Exempt Taxa ble- 0100 COUNTY GENERAL FUND 48751 0 0 0 0400 SCHL SCHOOL 75570 0 0 0 1000 CITY SANFORD 73250 0 0 0 1200 SJWM 28851 0 0 0 1 9800 ICOUNTY BONDS 1 01 01 01 0 k nd!ln ormation ICode La nd,Rate Ag Rate Area„ _ I D/T[Depth class V,*Iue,IY.,Adj Rea0 Just V41U— P, inf ormation j,Code j.Deed j_',, DescriptionDate..,j,:Book-_-jPage j "Amo6fii IV/[ JQC [PCC Page 1 of 1 PERMIT # NIMMMIKOTIOUX EARLY START AUTHORIZATION — APPLICATION/ PERMIT Project game: FAITH -NEW SFR Date: 11/15/2016 Project Address: 2300 PALMETTO AVENUE, SANFORD, FL 32771 (LOT 24) Contractor Name: CENTRAL FLORIDA CONTRACTING LLC City of Sanford and the Owner/contractor listed agree to the billowing: I. A complete building permit application and plans shall he submitted at the time cif the request for f:arly Start Authorization. This Early Start Authorization is for interior rvork or other work as determined by the Building Official. Work must comply with any and all other local. stage and federal agencies related to the development and construction proposed and Compliance with asbestos NESFIAP regulations must occur for all demolition work. 4. Work shall not be concealed and must remain open for all necessary inspections. At the time of inspections, any work concealed shall be uncovered. 5. The contractor acknowledges that all subcontractors will be properly licensed and have current worker's compensation coverage. 6. All subcontractors are responsible for pulling their ou-,n permits. 7. Inspections of work for any construction trade will not be madre until a permit has been issued for the trade. 8. The Early Start Authorization does not guarantee that construction plans will be approved as submitted. All work done prior to the issuance orthe required permits shall be at the Owner's/Contractors risk:. 9. "Elie Ownen•''Contactor acknowledge that additional tees, including but not limited to impact arid zoning fees, may be due at the lime of:building permit issuance, and or prior to Certificate ol'Occupancy. 10. The Owner,"Contractor acknowledu e that additional site improvements, including but riot limited to installation of a grease trap, accessible parking and landscaping, may be required at the time of bui (ding permit issuance. I I. 'The Owner: /Contractor agree to indemnify and hold the City of Sanford/Agents free and harmless from any and all claims.. causes of action, damages, losses penalties or costs, including but not limited to, all attorneys fees (whether from litigation or - administrative proceeding, including cost and fees on appeal), with respect to any person or government authority arising out of either directly or indirectly.. the construction or operation at the premises covered by the Early Start: Authorization. whether the liability, loss or damage is caused by. or arises out of; the negligence or the City of Samford/Agents or its officers, agents, employees. or othe wise. 12. Ifthe City of Sanford/Agents shall be subject to any claim, demand or penalty or become a party to any suit or other judicial or administrative proceeding by reason of any claimed act or omission by an party, or- by reason of any act ocCurrinLl on the subject premises, or by reason of any omission with respect to the construction or operation on the subject premises, the Eimer. ontractor shall indemnify and hold City of Santbrd'Agents harmless against all judgments, settlements, penalties and expenses, including attorney's tees; court costs and other expense of litigation of'defense relating to such claim or litigation or administrative proceeding, at the election of the City of Sanford/Agents.. the Owner/Contractor shall also defend the City of Santbrd. 13. It is understood and hereby ackno). ledged between the parties hereto that the City of Sari f6rd/A gents shall not be liable for any act or other obligation to the Owner,•'Contractor. 14. This Farly Start Authorization will terminate upon the issuance of a Building Permit for property covered under this li,arly Start Authorization; however, this agreement shall remain in effect for all events occurring prior to the issuance of the Building Permit. By signing this 1 arty Start. Authorization Application. the undersigned acknowledges and agrees to condition l through 14. 11/15/2016 Contractor Signature Uwner gignature Date INSPECTION SEQUENCE BP# 16-3141 ADDRESS: 2300 Palmetto Ave BUILDING PERMIT v , Min Max Inspection Description 10 Foundation / Form Board Survey 10 Slab / Mono Slab 20 Lintel 30 Sheathing — Walls 30 Sheathing — Roof 40 Frame 40 60 Lath Inspection 50 Insulation Rough 60 Drywall 60 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 ELECTRICAL PERMIT, v , Min Max Inspection Description 10 Footer / Slab Steel Bond 20 Electric Rough 30 Pre -Power Final 1000 Electric Final 10 Roof Dry In 1000 Roof Final PLUMBING PERMITR,xa g ` ! . 3! .' ., ` dw; Min Max Inspection Description 10 Plumbing Underground 10 1000 Plumbing Sewer 20 Plumbing Tubset 1000 Plumbing Final Inspection Description 10 Roof Dry In 1000 Roof Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final Min Max Inspection Description 10 Roof Dry In 1000 Roof Final E IfFESs 2x17 CITY OF SANFORD BUILDING & FIRE PREVENTION. PERMIT APPLICATION Application No 16-3141 Documented Construction Value: 7,.989.05 230.foPalmetto Ave, Sanford, FI 32771 Historic District: Yes No Job Address: Parcel ID: 36-19-30-527-0000-02'40 Residential Q Cot lmeecial 0 Type of Work: New Fl AdditionF] ,Alteration Repair Demo Change of Use: NloYe 0 Description of Work: ( 22) Light outlets, (17) Switches, (12) 3-VVay Switches, (26) Duplex recpts,'(5) PFI reepts, (1) washer, (1) dishwasher o: - 4) weather proof recpt, (1) range, (1) AC unit, (1) hot water heater.,;(1) furnace, (1) garbage disposal, (2) exhaust fan, Dryer out, (1) doorbell, (2) smoke e ec ors, carbon, garage oor recpt, (1), temporary pole, (3) outdoor lights, (9) recessed lights, under rou Rnd line from house to shed Plan Review Contact Person: Titre Phone: 407-332-0216 Fax: 407-3324792 Email. jdelectri-2@embargmail. 1com Property Owner Information Name Faith Sheralee Phone: Street: '2300 Palmetto Ave Resident of property?.: City, State Zip: Sanford, FI 32771 Contractor Information Name J.D. Electrical Contractors Inc. Street: 1045 N; Ronald 'Reagan Blvd. City, State Zip: Name: Street: City, St, Zip:. Longwood, FI 32750 Bonding Company: Address: Phone: 407-332-021.6 Fax: 407-332-4792 State LicenseN.o.: ArchitectlEngineer Information Phone: Ram: E-mail: — Mortgage Lender: Address: EC0001753' WARNING TO OWNER: rYOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT I'IAY RESULT IN YOUR PAYING TWICE FOR 1i 4PROVCI IENTS TO YOUR PROPERTY. A NOTICF. OF COti1AtEVC ENiI NT MUST BE RECORDED AND POSTED ON THEJOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN _ATTORNEY BEFORE RECORDING YOUR NOTICE OF C:ONIN-11 ENC ENI ENT. Altplicaflon is heretic made0 obtain a permit to do the work, and insiallations as: indicated. I certify that no work -or installation has c'0mmenced prior to the kspancc of a permit and that,all work will be performed to meet standards of all la++s reeulati ne constructic)n in this jurisdiction. I understand that a separate permit must be secured ,for electrical work, plumbing, signs, wells, pools. furnaccs,'hoilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed :A ith-the date of application and the code in effect as of that date; 514 Edition (2014) Florida Building (::ode Gi'i PerivulAppli6o i 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 goverrin ental entities such as waiter management districts: state agencies, or federal agencies. Acceptancc of permit' is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law; FS 713. The City of Sanford requires payment of°a plan review fee at the time of permit stibmittal. A copy of the'exe.cuted 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 subfnittal. The actual construction value will be figured based on `the current ICC Valuation 'fable in effect at the time, the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the :actual construction value. credit will be applied to your permit fees when the permit,is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction andjgoning. i7 signature of Owner/Agent Date attire of Coit -100A nt a S Print Owiter/Agent's=Name Print:CtintraefrIAgeiWs Name Signature.of Notary -State of Florida Date A J. ORANSKY MY COMMISSION #FF018835 EXPIRES .lune -28, 2017 Owner/Agent is Personally Known to Me or Contractor/Agent, is _Personally Known to Me or Produced ID Type of 1D 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: COMMENTS: FIRE: BUILDING Rin,ised: Jut e'30, 2015 Pzrmit Application J. D Electrical Contractors; Inc. 1045 N. Ronald Reagan Blvd. Longwood, FL 32750 407) 332-0216 407)332-4792 FAX Becker'Re.sidence Builder/ Contractor Central Florida Contracting Date 21 -Jul -1'6 Address 4345 Quando Drive City/St Belle Isle, FL.32812 We propose to furnish all materials and labor for the electricalwork as per the following breakdown and quantities for: Model # 1483 Lot # 24 Street 2300 Palmetto Ave. Subdivision City or County City of Sanford Wiring shall be done as perthe following schedule: 22 Light Outlets 17 S. P. Switches Decor White 12 3 -Way Switches Decor White 4 -Way Switches' Decor White Duplex 36 Receptacles White GFI 5 Receptacles White Weather Proof' 4 Receptacles Range 1 Outlet Wall Cook Oven Top- Jena -Air 30 50 Amp 1 A/C Unit, ton ton ton 1 Water Heater Outlet 1 Electric Furnace kw kw kw Wire for ECU Unit Wire for Gas Furnace 1 Wire for Microwave Wire for Washer 1 Receptacle Wire for Whirlpool Tub. 20 amp 120v 20 amp'240.v 1 Wire for Dishwasher 1 Wire for Garbage Disposal Wire for Compactor Wire for Hood Wire for. FaWLight 2 Bath Fan Bath Fan Dryer(Venting 1 Outlet Done by Others) Wire for Chime & 1 Pushbutton & Wire forPaddle Fan Fan not Included) Install 2 Smoke Detectors 2 Smoke Detectors-C.O. TV Outlets 2 Wire fo,r Flood Lights 1 Lamp Post Outlet Wiring 20ft max. Water Pump Wiring Pool Light & Filter Yardlight 1 Garage Door Receptacles 1 Wire for Pull Chain 1.5 Amp Ark Fault 8 Breakers. Island Chase Pipe 3/Way Dimmer T Type Run Low Volt For 1 Garage Door Opener Floor Receptacles Brass S. P. Dimmer Size of service to be 150 Amps X Underground Overhead This price includes $NO allowance for.fixtures.. Fixtures will be furnished by Building Contractor. Electrician will furnish 4 Inch Recessed Fixture, White Baffle:Recessed Fixture 4", Recessed Eyeball Fixture 4", 2 Recessed Shower Fixture 6". 9 White Baffle Recessed Fixture 6", Recessed Eyeball Fixture 6", Type Cover Type Also Included: Pull electrical permit. Set 1 - Opole on, job site. Wire for 1 security receptacle:, Wire for 1 sprinkler time clock receptacle. Dig from house to detached shed and install pipe and wire for 6.Oamp feed. Also install 1 future 3/4" chase pipe (136ft) Wire for 1 post light in front yard (20ft) The price for the work described above is $7,9.89.05 Dollars. $ 7.989.05 payable on the following terms: $:5;592:.34 Due on the completion of Rough -in Wiring and the remainder 2;396.71 ,due when the job is completed. James D. McElmurry, State Certified Electrical Contractor IF THE UNDERSIGNED IS A CORPORATION AND/OR ANY OTHER BUSINESS ENTITY, THE PERSON SIGNING FOR SAID ENTITY IS ALSO SIGNING INDIVIDUALLY AND IS PERSONALLY GUARANTEEING THISPROP SAL. Accepted by: (Sign) - (, (fj Date: 12/13/2016 Print) DOM ROCCO MANAGING AsMEM13ER of above business and individually as personal guarantor. NOTE: This proposal may be withdrawn by us if not accepted within 30 Days. DUE TO THE INSTABILITY OF THE COPPER MARKET,, PRICES IN MATERIALS MAY BE SUBJECT TO CHANGE UNEXPECTEDLY. The Electrical scope of work will be performed during normal working hours. Our priceexcludes overtime, multiple shifts, weekends or holiday work. Any other items added other than what is on this proposal will be. billed as an extra. J.D. Electrical Contractors is not responsible for any mirrors that may crack or break due to installation of light fixtures. Price does not include any drywall repair and finished walls. (done by others) Owner agrees that J.D,. Electrical Contractors retains title to my prod I ucts and services until paid inIull. One year warranty on Electrical work after the date of the final inspection except on light bulbs. Supplied and installed by J. D. Electrical contractors which only have a 2 month Warranty. CONSTRUCTION INDUSTRIES RECOVERY FUND PAYMENT MAY AVAILABLE FROM THE CONSTRUCTION INDUSTRIES RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A STATE -LICENSED CONTRACTORS, FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING ACLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: Construction Industry Licensing Board 1940 North Monroe Street Tallahassee, Florida 32399-0783 1-850-487-1395 00- AI Atill, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 268,417.11SDocumentedConstructionValue: Q_TF NQe '_) 4w"'Srl New # A0 T Job Address_230.0_PALMETTO AVENUE, SANFORD, FL Historic District: YesEl No I I Parcel 11): 36-19-30-527-0000-0240 (LOT 24) Residential N CommercialEl Type of Work: New,, fill AdditionEl AlterationEl RepairEl DernoO Change ofUse El Move Description of Work: NEW SFR Plan Review C'outact Persoit. DOM FIOCCO Title: GEN. CONTR. Phone: (407) 913-1379 Fax: (407) 218-5090 Email: DOM@CFLGC.COM Property Owner Information Name FAITH SHERALEE Phone: Street: 2300 PALMETTO AVENUE Resident of property? YES City, State Zip. SANFORD, FL 32771 Contractor Information Name FIOCCO DOMINIC Phone: (407) 913-1379 Street: 4345 QUANDO DRIVE Fax: (407) 218-5090 City, State Zip. BELLE ISLE, FL 32812 State License No.: CGC 059686 Arch itect/Engi neer Information Name: GANDY WAYNE P.E. FL NO. 33134 Phone: (321)-543-4645 Street: 470 OXFORD AVENUE Fax: City, St, Zip: MERRITT ISLAND, FL 32953 E-mail: bonding Company: N/A Mortgage bender: N/A Address: Add ress: NN-7ARNING TO OWNER: YOLTR FAILt'_RE TO RECORD A NOTICE OF COI4I.NIENCIEMENI'.NI,,t3'RESI-;-LT 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. r I ' d - hist, Appli-eation is lhereb made to obtain a permit to do the woi,k and, ijisLillation az indicated. I thlill no wmk ot L -illation has Orilineliced pj-iol to 'Ile issuarice of a pumit and that all work. will be pci'[6i-rncc1 to nim standards ol"gill laws i -""Hatt 11 consu-uction in this itirisdiction. I miderstarid that a separate perntit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 1,13C 105.3 Shall he inscribed with the Ile I'Apjfrication and the code in effect ol'that bate: 5111 Edition ('4014) Florida Building Code 31)2 201 Nimill. 11,11hution NO I ICE: In addition to thee 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 ttiater management districts, state agencies, or federal agencies. Acceptance of permit is verification that I v ill notify the owner of the property of the requirements of Florida. I..,ien Law. FS 713. The City of San ibrd requires payment of a plan revieti.,v fec 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 cif the job at the time oi'submittal. The actual construction value^ will be figured based on the current ICC Valuation 'fable in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit ties when the permit is issued. OWNER'S AFFIDAVIT: I. certify that all of the foregoing information is accurate and that all work will be done in ca npliance ith all applicable laws regulating construction and zoning. I(IL tix / lS Si2nalure off )tvrer./A ei bate Signature or Contractor:'Agent bate SHERALEE FAITH DOMINIC ROCCO Pr r;t OWMm f/ARW's ice' MC _ A—J Print c(ALtorAverit's Nanw.. Di— Nic State ............................. J ........ JOSE d l 2p da 18 Signawt t y : I; LN:._..tY dtitles Mad. t Sit ] u f •rr r binm. ExPi 9370 gFFgp 09837p • • c MY Assn 5. ; - Commission y pssn. fission # FF a1mission ' ss, g°c edlhtou9nNation s gondcd Thcou9 , .E ` ` •` gond q F Oc :;• •hi H OZ* ner'A-cnt is Personally Known to Me. or Contractor. (—,ent is /Personaliv Known to Mc or Produced ID l'ype of lI) _____ Produced ID 'T'ype of ID BELOW IS FOR OFFICE USE ONLY PermitsRequired: BLdldingi F..leetricalx Mechanical I'ltn bing Gas[] Roof Construction Type: Occupancy Use: 23 Flood Zone: x- It—, EE A-rTACH—r-D Total Sq Ft of Bid,,,:ZD Z$ Min. Occupancy I_,oad: 1 _ _ # of Stories: l New Construction: Electric - # of Amps 200 Plunibina - # of Fixtures Fire Sprinkler Permit: Yes No [f 4 of I -leads Fire .Alarm Permit: 1 'l Yes No Rr APPROVALS: ZONING: M 2 l _ UTILITIES: le 0-9-0WASTE WATER: 1 11 ENG11\11EERING: MT(- fZ''?' IFIRE: BL ILDING: SF 2- 2.-Ij_ C;(I11iIh:N I S' Ok to construct single family home with minimum 25' front yard setback and side and rear setbacks as shown on plan. Per variance approved on January 30, 2016. One 4" caliper canopy tree required in front yard. it: visetl .t tote 30, 201; P:_rmit .Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 268,417.11 toll' Address: 00 PALMETTO AVENUE, SANFORD, FL 32771 Historic District: Yes No Parcel 1D: 36-19-30-527-0000-0240 (LOT 24) Residential Commercial Type of Work: New Addition Description of Work: NEW SFR Alteration Repair Demo Change of Use Move Plan Review Contact Person: DOM FIOCCO Phone: (407) 913-1379 Fax: (407) 218-5090 Title: GEN. CONTR. Email: DOM@CFLGC.COM Property Owner Information Name FAITH SHERALEE Phone: Street: 2300 PALMETTO AVENUE Resident of property? City, State Zip: SANFORD, FL 32771 Contractor Information Name FIOCCO DOMINIC Street: 4345 QUANDO DRIVE City, State Zip: BELLE ISLE, FL 32812 YES Phone: (407) 913-1379 Fax: (407) 218-5090 State .License No.: CGC 059686 Architect/Engineer Information Name: GANDY WAYNE P.E. FL NO. 33134 Phone: (321)-543-4645 Street: 470 OXFORD AVENUE Fax: _ City, St, Zip: MERRITT ISLAND, FL 32953 E-mail: Bonding Company: Address: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS `tO 'YO'Uk 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 perfbrmed to meet standards of all laws regulating construction in thisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,. furnaces, boilers, heaters, tanks, and air conditioners, etc. H'iIC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5°i Edition (201.4) Florida Building Code R viseil .hue 3o, 2015 Permit Application NOTICE In addition to the requirements of this permit, there mai 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 mina_*ement 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 Sanl:ord requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I. certify that all of the foregoing information is accurate and that allwork will be done in c npliance vith all applicable laws regulating construction and zoning. 15Ab Sisnature of Owner./Age J Date Signature ot'Contractor./Agent ate SHERALEE FAITH DOMINIC ROCCO Print OumerlAg is 'the J UIMINICK Signature n tJ F (N' , y unlit SLS Mar t 6t My Comm• ExP FF 098370 j Commission # Notary pSSn. ON ational Print C oAtfictor/Agent's Name 70 -SEP" J MYr t ExP# FFta j$370o`Mm Commission tloaat Notary Assn. gondedZhta'9hNa Owner/Agent is Personally Known to Me or Contractor/Agent is t/ 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtu Fire Alarm Permit: Yes No UTILITIES(/ j/ 'Z•j WASTE WATER: _ FIRE: BUILDING: 2ev ised:.June 30, 2015 Pemtit Application Plumbing Fixture Calculation 16-3141 2300 Palmetto Ave Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 2 Laundry Tubs 1 Water Heaters 1 Lavatories 3 Water Piping 1 Pool Piping Water Softener, Showers 1 Total Plumbing Fixtures - 17 Permit #: 16-3141 Address: 2300 Palmetto Ave Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Tile / Mod Bit Flood Zone: None Number of Stories: 1 Number of Bathrooms: 2 Square Footage: 2028 Plumbing Fixtures: 17 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 11 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT WWW.SANFORDFL.GOV February 1, 2016 MAILING ADDRESS CITY OF SANFORD Mr. Dominic FioccoPOSTOFFICEBOX1788 SANFORD, FLORIDA 32772-1788 4345 Quando Drive Belle Isle, Florida 32812 PHYSICAL ADDRESS RE: Variance request for 2306 Palmetto Avenue CITY HALL Parcel Number: 36-19-30-527-0000-0220300NORTHPARKAVENUE SANFORD, FLORIDA 32771-1244 Dear Mr. Fiocco: TELEPHONE On January 30, 2016, the Administrative Official, pursuant a recommendation made by 407.688.5140 the Development Review Team, approved the Variance request to reduce the minimum FACSIMILE area and dimension requirements for Lot 24 at 2306 Palmetto Avenue to the original 56 407.688.5141 foot lot of record in order to subdivide two lots subject to the following condition: 1. Future single family structure shall meet the infill lot grading CITY COMMISSION requirements; all appropriate spot elevations and grading shall be JEFFTRIPLEIT included on the site plan for review. Elevation Certificates are required at MAYOR form board and final stages; 2. The accessory structures on Lot 24 are not permitted to exist without a ART WOODRUFF DISTRICT 1 primary structure. The applicant shall remove all accessory structures or submit building permits for a proposed primary structure on Lot 24 for DR. VELMA H. WILLIAMS review prior to subdivision occurring; DISTRICT2 3. All required building permits shall be obtained from the City including RANDYJONES any required demolition permits if structures are removed; DISTRICT 4. All utilities shall be separate for each address, including water meters and electric. All required impact fees shall be paid; PATTY MAHANY 5. Any future fencing shall be required to meet the Land DevelopmentDISTRICT4 Regulations including any required permits. Be on notice that appeals of the above decision may be made to the City Commission byCITYMANAGER NORTON N. BONAPARTE, JR. any person aggrieved or by any officer, board or agency of the Ci including the City Commission within thirty (30) calendar days of the Administrative Official's action. The applicant shall be required to withhold all action on the property until the 31st day past the date noted above. If you have any questions please call this office. Respectfully, CITY OF SANFORD leen Hinson, AICP Development Services Manager EH/mm T:\Development ReviewU 1-DRT Agenda-CoverMemos\Legal Ads & Letters\201612306 Palmetto Ave - Variance.doc PLANNING AND DEVELOPMENT SERVICES DEPARTMENTpin%fnn WWW.SANFORDFL.GOV MAILING ADDRESS February 1, 2016CINOFSANFORD POST OFFICE BOX 1788 SANFORD, FLORIDA 32772-1788 0 Mr. Dominic Fiocco 4345 Quando Drive PNYSIC ESS Belle Isle, Florida 32812 CITYNY HALL 300 NORTH PARK AVENUE SANFORD, FLORIDA32771-1244 RE: Variance request for 2300 Palmetto Avenue 0 Parcel Number: 36-19-30-527-0000-0220 TELEPHONE Dear Mr. Fiocco: 407.688.5140 FACSIMILE On January 30, 2016, the Administrative Official, pursuant a recommendation made by 407.688.5141 the Development Review Team, approved the Variance request to reduce the minimum area and dimension requirements for Lot 22 at 2300 Palmetto Avenue to existing conditions on the original lot of record in order to subdivide two lots subject to the CITY COMMISSION following condition: JEFF TRIPLETr MAYOR 1. The existing house on Lot 22 serves as the primary structure for the ART WOODRUFF accessory structures on Lot 24. The applicant shall remove all accessory DISTRICT 1 structures or submit building permits for a proposed primary structure on Lot 24 for review prior to subdivision occurring; DR. VELMA H. WILLIAMS 2. All required building permits shall be obtained from the City including DISTRICT2 any required demolition permits if structures are removed; RANDYJONES 3. All utilities shall be separate for each address, including water meters DISTRIcT3 and electric. All required impact fees shall be paid; 4. Any future fencing shall be required to meet the Land Development PAM DISTRRICTIcT44 Regulations including any required permits. Be on notice that appeals of the above decision may be made to the City Commission by CIN MANAGER any person aggrieved or by any officer, board or agency of the City including the City NORTON N. BONAPARTE, JR. Commission within thirty (30) calendar days of the Administrative Official's action. The applicant shall be required to withhold all action on the property until the 31st day past the date noted above. If you have any questions please call this office. Respectfully, CITY OF SANFORD Eileen Hinson, AICP Development Services Manager EH/mm T:\Development Review\11-DRT Agenda-CoverMemos\Legal Ads & Letters\2016\2300 Palmetto Ave - Variance.doe ate nu I'[ARYi 1'HE MORSE? aErM.10LE C00TY 7: PV01,1rNONOCLERKOFCIRCUITCOURTtoC:OhIPTROLLER L1'hl)IJ: 36-19-30-527-0000-0240 BK $111 PS 335 (iF'3s) itis in.rnuu cur prcparcd Br: CHRISTIAN NA ROCCO CLERK'S Px 2316121527 Acldli'ss: 3604 BOCAGE DRIVE, APT. 910 RECORDED 11/22/21,16 10-48.52 AN ORLANDO, FLORIDA 32812 RECORDLhIG FEES $10.00 RECORDED BY hdevore 1{Cf11t'tt Tu: CENTRAL FLORIDA CONTRACTING LLC lI dd;'e•s'•s: 4345 QUANDO DRIVE BELLE ISLE, FLORIDA 32812 OFFICE (407) 913-13-79, FAX (407) 218-5090 NOTICE OF COMMENCEMENT 57:177: O!. FLORIDA, COUN7'i'0i: SEMINOLE THE UNDERSIGNED hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of propertr: (legal description of property, and street address ijavailable) LOT 24 LANES ADD PB 3 PG 10 2300 PALMETTO AVENUE, SANFORD, FL 32771 2. General description ofingtrovement: SINGLE FAMILY RESIDENCE 3. Owner infnri ration or Lessee inforination ifthe Lessee contracted jor the improvement A. Alain 8, Address: FAITH SHERALEE, 2300 PALMETTO AVENUE, SANFORD, FL 32771 B. Phone,%nr: (407) 409-0543 C, lnlerest in propegir* OWNER D. Name ruin nrlrlress njjee single titleholder (JdiJJur rnl (nm Otrncr listed nhova): N/A 4. Contractor. A. Name d• Address: CENTRAL FLORIDA CONTRACTING LLC (CGC059686), 4345 QUANDO DRIVE, BELLE ISLE, FL 32812 B. /'hone far: (407) 913-1379 OFFICE, (407) 218-5090 FAX 5. buret: (if applicable, it copy of the pr{ptvent bond is attached) A. Name k A hh•ec.s: N/A B. Amount rfhond S: C. Phone"Fav: 6. Lender: A. Nante & Address: N/A B. Phonefav: 7. Pecsous ivithiit the.Stnte of /7oridn ilesignnted lir Owner upon whnata notices or other tiociintents mar be served asprovit/et/ in secvion 713.12(/)((i) 7., Florida Statutes: A. Nano' X• Address: B. Phune/Jius: 8. In addition to hini.self or herse j Owner designates the following to receive a coup of the Lienor's Notice vis provider/ in .Vection 713.13(1)(1)). Fhrrida Statutes A. Nome 4 -Address: B. PhoneiJav: 9. Evpiralion elate of"nolice of conintenceutent (due expiration date nutY not be before the completion q(con.structiun and.fnal pavoae'nt to the contractor, ban will be I ,vear from the date gfrecordtnif unless it different dale is .specified). A. Daie: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHPATER 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 pena(t perjury, I declare t oat I have read the foregoing notice of commencement and that the facts stated in it are true to the best of my knowledge and belief. JOSEPH DIMINICK Signature of Owner or Les e, or Owner's or Lessee's Authorized Offic/er/Director/Partner/Ma{ jn/ algerQ Signatory's Title//Of/fce The foregoing instrument was acknowledged before me this l i day of y al T%Yl by FAITH SHERALEE month/year name of person as L " r ah T e o/ ufhon officer, trustee)a ne in { Name of party on behalf of whom instrument was executed yp g' y .la pt,"" JOSEPH J DIMINICK 0, os Notary Public - State of Florida pn-- p w t t to ° a t.. ,..,w..,.rr natireof Notary Public - Stat I _ vt iw rcyc ^. rMyCnotType, or Stamp C mmissioned na prof Notary ISu`blic; zr o. _ L[RI<4F f-IRCUITCCURTAND dz5Commission # FF 098370 r Foa: ss.'•`, OIi/E?TROL .. a- .x Nn r Per o Ily Known or tbdUOed ICB ded Through NatgoSl I Jl tyDA $O ced lb e a r usv I rPtY"C,s Cr ....t F . 2 2016 'a4a NU\ 8Y DEPUTY CLERK PLAT OF SURVEY DESCRIPTIONLLOTS22 & 24, LANE ADDITION, AS RECORDED w N N Z IN PLAT BOOK 3, PAGE 9 & 10, PUBLIC z o7r- RECORDS OF SEMINOLE COUNTY, FLORIDA. 0 -' z a ED Q I - LOT 25 LOT 23I I LOT 21 m 2 - g m a 0.6' m 5.3' 0 U_ d 0.1' 1.4' j 0.4' 1.5' LLEL m 0' o LLL v U) W N M M T LOT 26 SE CORNER LOT 30 ND 5/8" IR PLS #4200 168.01' MEAS 168' PLAT N 9 DATE: I" o 111.72' M EAS 1121,I ®ESC I io io 56' PLAT r' OW OW e cm co 4 W F b9 Y B 5 `90o Co O 8.5' y LL U j0 BRICK 0.7 / 0 BBQa. C6 m 5.2' ° 9S / a 6.2' w 0 0* U / Zp r OYz 1 OUO ° U 6.2' o* zo Bo O* r 1-: B.8' 7.6' 2' Q' N MS ON; DIRT 9.4' 11.5' 0.4' 4' WF LOT 24 FND 1/2" IR P.S NO#o o p,39 56' PLAT 5' CW 2' CURB & 4' WF o gL oo2w z l ~ NQ d O LLJ ACCUIDILIGHT LSA -LANDSCAPE AREA O U)m r G MEAS -MEASURED b i-56- PI F-1 CLF CHAIN LINK FENCE CITY OF SANFORD,) ORANGE COUNTY, FLORIDA, EFFECTIVE 19.4' p CONC rl 16.0' 0 ° Lv WF 9.9' N ILL Z Q o BLOCK Al U N GARAGE N cpo 9.8' \ 1 16.0' oi BRICK PATIO LSA 0 YaUW m 10.7' E a iN 15.5' u 37 06 1 W o N co IO O LL W VJ IY O Q Q LOT 22 26.1' 112' ®ESC 111.97' MEAS 1.7' L 1.4' VI 25' TCW 2, SCREENED PORCH n 5' 27.3' 0.5' 14.3' U U 90°0, cO U CONC 26 M ic) STEPS 56' PLAT AS E/P PALMETTO AVENUE 50' RNV BOUNDARY SURVEY CERTIFIED TO: CENTRAL FLORIDA CONTRACTING, LLC CURB 12.5' ao L75 0Z zLL 111 NOTES: ON1. BEARING STRUCTURE IS BASED ON THE MONUMENTED SOUTH LIGHT POLE CENTERLINERrWLINEOFPALMETTOAVENUEBEINGNORTH (ASSUMED). CO ACCUIDILIGHT LSA -LANDSCAPE AREA 2. THIS BUILDING/LOT LIES IN ZONE(S)'X', BASED ON FLOOD CONCRETE BLOCK WALL MEAS -MEASURED CC INSURANCE RATE MAP NO. 12117C0070F, COMMUNITY NO. 120291 MF -METALFENCE CLF CHAIN LINK FENCE CITY OF SANFORD,) ORANGE COUNTY, FLORIDA, EFFECTIVE CM SEPTEMBER 28, 2007. ACCURIGHT SUAVEYS 3. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS OF ORLANDdINC., LB 4475 PROVIDED BY CLIENT. 2012 E. RDt'ineon Street Crlando, Florida 32803 4. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED. NANW.ACrC{rgr,tStlrveyS.hea CP ACC:IQAccurightSurveys. net 5. BUILDING TIES SHOWN ON THIS SURVEY SHOULD NOT BE USED PHONE: '(407),894-63i4 TO RECONSTRUCT PROPERTY LINES. 6. THIS SURVEY IS VALID ONLY FOR THE PARTIES TO WHOM IT IS CENTRAL ANGLE CERTIFIED. D&M 7. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS SET ORB - OFFICIAL RECORDS BOOK FORTH IN FLORIDA STATUTES. MISS- D,. BRAS` P v P&M - PLAT & MEASURED NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED DESCRIPTION SEAL OF THIS FLORIDA LICENSED SURVEYbR AND MAPPER.' CURB 12.5' ao L75 0Z zLL 111 LEGEND ON CABLE TV RISER LIGHT POLE CENTERLINE LS -LICENSED SURVEYOR CO CLEAN OUT LSA -LANDSCAPE AREA CBW CONCRETE BLOCK WALL MEAS -MEASURED CC COVERED CONCRETE MF -METALFENCE CLF CHAIN LINK FENCE MS -METALSHED CM CONCRETE MONUMENT NAVD- NORTH AMERICAN CONC CONCRETE VERTICAL DATUM COVD COVERED NGVD- NATIONAL GEODETIC CP CONCRETE PAD VERTICAL DATUM CW CONCRETE WALKWAY N&D - NAIL & DISK A CENTRAL ANGLE OW -OVERHEAD WIRE D&M DESCRIBED & MEASURED ORB - OFFICIAL RECORDS BOOK DE DRAINAGE EASEMENT P&M - PLAT & MEASURED DESC DESCRIPTION PB - PLAT BOOK DOT MANHOLE PC -POINT OF CURVATURE DW DRIVEWAY PG -PAGE E/P EDGE OF PAVEMENT PF - PLASTIC FENCE EB ELECTRIC BOX POB - POINT OF BEGINNING 19) ELECTRIC METER POC - POINT OF COMMENCEMENT EL ELEVATION R - RADIUS ESMT EASEMENT RM - RIGHT OF WAY FFE FINISHED FLOOR ELEVATION ET - TELEPHONE RISER FH FIRE HYDRANT TI -TRANSFORMER FIRM FLOOD INSURANCE RATE MAP TYP -TYPICAL FND FOUND UE - UTILITY EASEMENT GUY WIRE ANCHOR OUP -UTILITY POLE IP IRON PIPE WATER METER IR IRON ROD WATER VALVE L ARC LENGTH WF - WOOD FENCE LB LICENSED BUSINESS WS -WOOD SHED , h Revision Response to Comments C I ' JAN 1 1 2017 13Yi 4 Permit # /& " -?/ V/ Submittal Date Project Address:W., oo &&tt Z Ph: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Fax: D- 6 26) General description of revision: ROUTING INFORMATION Approvals SF 2- L - .'1 Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Fax: D- 6 26) General description of revision: ROUTING INFORMATION Approvals SF 2- L - .'1 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-3141 Date: 01/03/2017 - - -- -- - Project Description: New SFR Contact Name: Dom Fiocco Job Address: 2300 Palmetto Ave Contact Email: Dom(&CFLCG.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 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: Florida Product Approval 1. Please submit two copies of Florida Product Approval and corresponding installation instructions for the side entry door into the garage. The product approval submitted for the front door is for a glazed door. FBC 107 2. Please submit two copies of Florida Product Approval and corresponding installation instructions for the French doors located at the lanai and family room. FBC 107 3. The Product Approval submitted for the modified bitumen flat room contains multiple different systems. Please highlight the exact system that will be used on the installation instructions and re -submit. FBC 107 4. Please submit two copies of a new updated Sanford Product Approval Specification Form including the above items. FBC 107 lumbin 5. The branch drain line for the washing machine is required to be 3 inches or larger. Please revise the plumbing riser on sheet 3. FBC 107, FBC Plumbing 406.2 Electric 6. All required GFCI receptacles must be labeled on the plans - garage, entry FBC 107, NEC 210.8 17. The receptacle located on the opposite side of the kitchen sink is required to be GFCI protected. Please show on the electrical plan FBC 107, NEC 210.8(A)(7) J8. All bedrooms and the lanai are required to either have a switched light or switched receptacle. The plans only show a ceiling fan. Please revise accordingly FBC 107, NEC 210.70 General / Structural 9. Please submit two copies of completed and signed Energy Calculations FBC 107, Florida Energy Conservation Code 101.5.1.1 0. The floor plan indicated multiple wall types. Please provide a wall type legend for clarification on the floor plan FBC 107 111. Please provide the roof venting and calculation on the plans FBC 107 12. Please provide an interior frame wall detail FBC 107 13. The garage wall separating the garage from the interior of the home is required to be insulated. Please address this on the energy calculations and place a note on the plans. FBC 107, Florida Energy Conservation Code 402.2.13 J 14. Please show the concrete slab landings outside the exterior doors on the foundation plan page FBC 107 15. The "Foundation Note" on Sheet 5 states to reference sheet 5 for the Foundation details. The details are located on Sheet 6. Please revise for clarification 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 meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival Respectfully, Steve Fiorey, CBO Residential Plans Examiner 2- P- . Central Florida CONTRACTING LLC FLA CGC 0596861 4345 Quando Drive, Belle Isle, FL 32812 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK A VENUE SANFORD, FLORIDA 32772 RE: Permit No. 16-3141 2300 PALMETTO AVENUE SANFORD, FL 32771 Residential Plans Review RESPONSES to coim,ne ts. FLORIDA PRODUCT APPROVAL— COMMENTS AND RESPONSE Comment: 1. Please submit two copies of Florida Product Approval and corresponding installation instructions for the side entry door into the garage. '? he product app: oval submitted for the front door is for a glazed door. FBC 107 Response: See FPA 15220.6 attached, Series N Fiberglass Door, 6'8 "Non.impact" Opaque Fiberglass Single Door - Inswing/Outswing (X - (,'cnr'igUration) Comment: 2. Please submit two copies of Florida Product Approval and corresponding installation instructions for the French doors located at the lanai and family roorri. FBC 107 Response: See FPA 15220.4 attached, Series N Fiberglass Door, 6'8 "Non -Impact" Glazed Fiberglass Double Door - Inswing/Outswing (XX - Configuration) Comment: 3. The Product Approval submitted for the modified bitumen flat room contains multiple different systems. Please highlight the exact system that will be used on the installation instructions and re- submit. FBC 107 Response: See REVISED FPA 2533.1 Page 13 OF 58, :aitached, -- TABLE IE -1: WOOD DECKS- NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLYATTACHED BASE SHEET, BONDED ROOF COVER, System W-50, MDP - 60psf. Comment: 4. Please submit two copies of a nTzw updated Sanford Product Approval Specification Form including the above items. fax d 1 .._._._ 7) 913-1373 office,office,Ic (407) 218-5090218-5090* cin7r cJ lgccom JAN 1 1 201T BIL -8-3141 _ Corrections to Plan Review Comments 01042017.docx written by Dom Printed on Wednesday, January 11, 2017 Page 1 of 3 L Central Florida I CONTRACTING LLC FLA CGC 059686 i 4345 Quando Drive, Belle Isle, FL 32812 FBC 107 Response: See updated Sanford Product Approval Specification Form attached. (changes are clouded) PLUMBING REVIEW —COMMENT AND RESPONSE Comment: 5. The branch drain line for the washing machine is required to be 3 inches or larger. Please revise the plumbing riser on sheet 3. FBC 107, FBC Plumbing 406.2 Response: See updated riser diagram on revised plans, page 3 of 7 ELECTRIC REVIEW — COMMENTS AND RESPONSES Comment: 6. All required GFCI receptacles must be labeled on the plans - garage, entry FBC 107, NEC 210.8 Response: See updated electrical layout on revised plans, page 4 of 7 Comment: 7. The receptacle located on the opposite side of the kitchen sink is required to be GFCI protected. Please show on the electrical plan FBC 107, NEC 210.8(A)(7) Response: See updated electrical layout on revised plans, page 4 of 7 Comment: 8. All bedrooms and the lanai are required to either have a switched light or switched receptacle. The plans only show a ceiling fan. Please revise accordingly FBC 107, NEC 210.70 Response: See updated electrical layout on revised plans, page 4 of 7 GENERAL / STRUCTURAL REVIEW — COMMENTS AND RESPONSES Comment: 9. Please submit two copies of completed and signed Energy Calculations FBC 107, Florida Energy Conservation Code 101.5.1.1 Response: See attached Form R405-2014, and supplementary design information, 19pp. 407) 913-1379 office: (407) 218-5090 fax * dcm@cflac.com 1116-3141- Corrections to Plan Review Comments 01042017.docx written by Dom Printed on Wednesday, January 11, 2017 Page 2 of 3 0- • Central Florida CONTRACTING LLC FLA CGC 059686 4345 Quando Drive, Belle Isle, FL 32812 i i* A Comment: 10. The floor plan indicated multiple wall types. Please provide a wall type legend for clarification on the floor plan FBC 107 Response: See updated wall symbols legend on revised plans, page 3 of 7 Comment: 11. Please provide the roof venting and calculation on the plans FBC 107 Response: See updated ventilation calculation note on revised plans, page 2 of 7, and page 7 of 7 Comment: 12. Please provide an interior frame wall detail FBC 107 Response: See updated non -load bearing interior wall section on revised plans, page 7 of 7 Comment: 13. The garage wall separating the garage from the interior of the home is required to be insulated. Please address this on the energy calculations and place a note on the plans. FBC 107 Florida Energy Conservation Code 402.2.13 Response: See updated floor plan on revised plans, page 3 of 7 Comment: 14. Please show the concrete slab landings outside the exterior doors on the foundation plan page FBC 107 Response: See updated foundation plan on revised plans, page 5 of 7 Comment: 15. The "Foundation Note" on Sheet 5 states to reference sheet 5 for the Foundation details. The details are located on Sheet 6. Please revise for clarification FBC 107 Response: See updated foundation note on revised plans, page 5 of 7 Respectfully submitted ioc L &I Central Florida Contracting LLC 407) 913-1379 office * (407) 218-5090 fax * dom@cfloc.com @16-3141- Corrections to Plan Review Comments 01042017.docx written by Dom Printed on Wednesday, January 11, 2017 Page 3 of 3 1 0 P1 Application for Paved Driveway, Sidewalk or Walkway Including Right-of-Way Use & 0,0RID Landscaping in Right-of-way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other . jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know whaes below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call beforeyou dig. 1. Project Location/Address: 2300 Palmetto Avenue (Lot 24), Sanford, FI 32771 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date 01/2017 4. Brief Description of work: New single family residence. Completion Date 04/2017 El Emergency Repairs This applic tion is su fitted by: Property C r Signature: W&_p Print Name: Dom Flocco Address: 4345 Quanclo Drive, Belle Isle, FL 32812 Phone: (407) 913-1379 Fax: (407) 218-5090 Email: dom@cflgc.com Date: 12/08/2016 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. Signature: read`pd understand the above statement and by signing this application I agree to its terms. Date: 12/08/2016 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 12-1L 2.0 Date: November 2015 ROW Use Driveway.pdf City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Dominic Rocco Firm: Address: 4345 Quando Drive City: Belle Aisle State: FL Zip Code: 32812 Phone: 407.913.1379 Fax: 407.218.5090 Email: dom@cflgc.com Property Address: 2300 Palmetto Avenue Property Owner: Sheralee Faith Parcel Identification Number: 36-19-30-527-0000-0240 Phone Number: Email: The reason for the flood plain determination is: E 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) FFICIAIL J OSE Flood Zone: X Base Flood Elevation: N/A Datum: NSA FIRM Panel Number: 120294 0070F 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: 0 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# 16-3141 Reviewed by: Michael Cash, CFM Date: December 8, 2016 LOT 25 coQ N co 5.3'Oo 0.6' WZ1 PLAT OF SURVEY 56' PLAT 4' WF rn 9 cn A COVD 8.5' I 7 BRICK 0. DESCRIPTION t U_a 0! LOTS 22 & 24, LANE ADDITION, AS RECORDED W N NZINPLATBOOK3, PAGE 9 & 10, PUBLIC z p RECORDS OF SEMINOLE COUNTY, FLORIDA. Z a coQ M _ LOT 23 15.5 w co g m I LOT 21 N a T 306 z H F—w o 0a Lu .6 z 0 NW I- a Q CD W O 0N 172'x' 2 ® SCM 0 J 'C QLLVcl) co -1 1.T ow —F-- ow J 56 PLAT_P- coQ N co 5.3'Oo 0.6' WZ1 56' PLAT 4' WF rn 9 cn A COVD 8.5' I 7 BRICK 0. U_a 0! co o 00 Cq LL Z 19.4' CON 16.0' N p 10.T Z a 4' WF 9.9' 00, BBQ /° 4LL 15.5 306 1 N CD W O 0N QLLVcl) 1.T 9 J BLOCK 41 1.4 Oo tp;, p3 U N o NGARAGE NZ shoo 1.T F62 OYZ W Q v 0_ LLa m 1.5' 0' LOT 26 O U O 6.2' oi 04 BRICK PATIO 411.6 OA 8 2'- 0' I n N MS Or DIRT 9.4' 11.5' 4' WF LOT 24 7 -SE CORNER LOT 30 ND 5/8" IR PLS #4200 168.01' MEAS FND 1/2" IR NO # 168' o n'' 5 PLAT 9) 56' PLAT N 2' CURB & 4'WF 112" ®ESC 5' Cw 111.97' MEAS P-/- PALMETTO AVENUE 50' RNV a BOUNDARY SURVEY CERTIFIED TO: CENTRAL CONTRACTING, LLC 25' 0 OWN O 0Q ow CURB 12.5' o_ i o O 0 zLL ia U_a 0! 14.9' f'" m co p 10.T iv 15.5 306 1 N CD W O 0N QLLVcl) 1.T J j) W O 1.T W Q v 1.4' LOT 22 d 1.4' 26.1' SCREENED PORCH O 5' 27.3' 0.5' 14.3' v7ir,.,sT,EPS 9000,aNC26M SWpAT 112" ®ESC 5' Cw 111.97' MEAS P-/- PALMETTO AVENUE 50' RNV a BOUNDARY SURVEY CERTIFIED TO: CENTRAL CONTRACTING, LLC 25' 0 OWN O 0Q ow CURB 12.5' o_ i o O 0 zLL ia This agreement is made this Fifteenth day of November. 2016 by and between MARILYN BECKER OR SHERALEE .FAITH, 2300 Palmetto Avenue, .Lot 22, Sanford, Florida 32771. herein called the OWNER, and CENTRAL FLORIDA CONTRACTING LLC 4345 Quando Drive, Belle Isle, Florida 32812 herein called the CONTRACTOR, for a project at 2300 Palmetto Avenue, Lot 24, Sanford, .Florida 3277.1. herein called the HOME. The Contractor and the Owner agree as follows: ARTICLE I CONTRACT DOCUMENTS 1.1. Contract Documents. The Contract Documents consists of: 1.1.1. - this AI~reement 1.1.2. - Construction Documents & Specifications prepared by Paige Drafting Service. dated 09/23/2016, 7pp. Documents not approved with City of Sanford at the time of this agreement. This set, once approved by City of Sanford, will be used for inspections. ensuing revisions. and other necessary government actions. as part of this agreement. 1.1.3. - Concept Design, not intended for construction, prepared by Central Florida Contracting LLC dated 08/04/2016. 1 P. Used as the basis to derive at total cost with fee, and comprising Total Contract Price stated below. 1.1.4. - Contract Proposal 16-0052. dated 09/04/2016. 16 pages. 1.1.5. - Preliminary design development drawings, not intended for construction. prepared by Central Florida Contractin; LLC, dated 09/04/2016. 5pp. and submitted to Paige Drafting Service for his inclusion ofenrineerinf? and code compliance details and specifications. This -will be a dynamic set used by all parties with regard to finishes, and other non-govermnent related activity. 1.1.6. — PDF Document `Becker - Contract Proposal 16052 Cost Summary 09042016", 11). 1.1.7. — PDF Document `Becker - Contract Proposal 16052 Cost Detail Sheet 09042016", 12pp. 1.1.8. — PDF Document `Becker - Contract Proposal 16052 Allowance Schedule 09042016", 4pp. 1.1.9. - Addenda (if any) issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications, and Change Orders issued after the execution of this Agreement; these form the Contract and are incorporated herein by reference. The terms of this Agreement shall prevail over any conflicting provisions in the documents incorporated by reference. If a conflict exists between the Plans and the Specifications, the Specifications shall govern. 1.2. Change Orders. Without invalidating this contract, the Omer may request chanties in the work, and at the contractor's discretion, the contractor may perform the work. Changes or overages to the home should be in writing and agreed upon by the owner and the contractor, prior to execution of additional work. Overages, if any; will be clue at the time of authorization of the change. in the event the owner makes changes without knowledge or agreement, of the cost and/or amount of the change, or without the Contractors knowledge of the change, the owner will be responsible for the full cost of the change. Contractor reserves the right to incorporate changes made by owner without his knowledge, and made part of this agreement. Additional contractor's fees may apply. 1.2.1. Anv Change Order that results in additional project costs and whose cost is not otherwise specified in the Contract Proposal, will be billed to Customer at actual cost plus 11.5%. Contract for SFR, Prepared by: Central Florida Contracting LLC for Sheralee Faiih Prime& 11 %1 1;2016 7:;4 AAI Page I of") 1.2.2. Chance Order Administrative Fees — The first five (5) changes are included in the price of the home below. After th.e first five (5) changes., each additional Change Order will result in a $50 administrative fee. 1.2.3. If the change reduces the cost, the Owner will receive a credit, but the Contractor's supervision and overhead expenses and profit will not be reduced. Any additional cost shall be agreed upon and paid for prior to installation and/or execution. The construction loan account (if used) may not be used to pay for additional changes. 1.2.4. The Owner strictly agrees to make requests concerning any proposed changes, additions, or alterations in the work, to the Contractor exclusively, and the Owner agrees not to issue any instructions to, or otherwise negotiate for additional work with, the Contractor's subcontractors. employees. and/or agents, while this agreement is in effect and binding. 1.2.5. Any Owner may sign the change order on his or her behalf; and on behalf of the other, and the signature shall be binding on all Owners. 1.2.6. If the change effects project time and completion duration, adjustment will be made and agreed upon prior to installation and/or execution. ARTICLE I SCOPE OF THE WORK 2.1 The Work and Construction Standards. The Home to be built pursuant to this Agreement will be built according to the Plans and Specifications provided by the Owner and/or Contractor. and will comply with the building code that is in affect at the time this agreement is signed. Any changes to the Contract Documents required as a result of any changes in applicable codes, or governmental plans review, shall be the responsibility ofthe Owner. Owner's Work. Owner agrees not to perform or subcontract any work at the Home until after contractors' completion and final payment, unless acreed upon, in writing through Change Order. by all parties prior to the commencement of any work performed by owner. 2.2.1 Owner agrees to be bound to Contractor by all of the terms of this Agreement and by the Contract Documents,and to assume toward Contractor all of the obligations and responsibilities that Contractor, by those instruments assumes toward Owner. All of the above documents are part of this Contract and shall be available for inspection by Owner upon his request. 2.2.2 Owner assumes full responsibility, for the scope of work defined in the Change Order. 2.2.3 Owner's subcontractors if used, shall be contracted through the contractor, and shall provide proof of competency, licensure, and insurance. 2.3 Changes by Government Order. Any changes in plans or specification required by any government or inspector which increases the cost of construction will be an additional cost and will be paid for by the Owner. Any Order of any government prohibiting or stopping construction will excuse the obligation of contractor to compete the work.. If the entry of the government order was not the fault of Contractor, Owner will pay to Contractor the actual costs plus profit and overhead for any wort: contracted or performed by the Contractor at the time of the government order. Contract lox SFR, Prcpred by: Central Florida Contracting LLC for Sherralee Faith Printed: -1111 i12016 7:34 AM Page 2 01,9 ARTICLE III CONTRACT PRICE AND PAYMENTS 3.1 Contract Price. The Owner agrees to pay the total Contract Price for all labor and materials furnished and work performed by the Contractor on a total cost plus fee basis Price: (26$,417.11) subject to additions and deletions by Change Order. 3.2 Allowances. The allowances include materials, materials delivery, freight, and sales tax unless expressly noted otherwise. The patties agree drat the allowances are not to be construed as bids by the Contractor and that the allowances may vary from the actual cost based on the Owner's selections. If the cost of the Owner -selected materials exceeds the material allowance. the amount of the excess will be due upon selection. If the amount is less than the allowance amount, the amount will be subtracted from the final payment. Contractors fee shall remain tiled as agreed herein. See Allowance Schedule. 3.3 Payments. The contract price will be paid as follows: Advance Payment l: Owner will provide $860.00 prior to the start of Construction Documents Specifications, and at the execution of this, agreement. Advance Payment 2: Owner will provide $890.00, at the successful completion of plans review and permit issuance. Construction Documents and Specifications prepared by Paige Drafting Service. 470 Oxford Avenue, Merritt Island, FL 32953. Cost of Construction Documents & Specifications are not made part of the Contract Price stated herein. Documents become exclusive property of the Owner. Deposit: Owner to provide $1_000.00 before any work will begin, and at the execution of this Agreement. Deposit will be credited against cost of house. Periodic Payments: every 30 days based on Percentage of Completion and/or on effective cost endured by contractor during the period. The contractor shall make available copies of costs items when requested by owner. A cloud based storage device, maintained by the contractor, shall be used for the transference of all Contract Documents to owner. 3.3.1 The Owner agrees to make the progress payments within 4 business days of request by contractor, every 30 calendar days for the duration of the project. Payments due and unpaid shall bear interest (at the maximum legal rate) payable to the Contractor from the date the payment is due. If the Owner fails to pay the Contractor within 5 business days of the date the payment is due, the Contractor may stop the work. The Contractor may keep the job idle until such time as payments that are due to the Contractor are paid in full. 33.2 The contractor shall comply with 2016 FS, Title XL, Chapter 713, Part 1, Construction Liens, for the application and request of payment from the owner. 3.3.3 Payment requests sent via ernail'by Contractor will be binding. 3.3.4 Contract Price reflects a 4.5% discount to o ner for• cash and/or check payments. Contract tix SFR, Prepared by Central Florida Contracting LLC for Sheralee Faith Printed: 11%1i 20l6 7:_4 Aib1 Page 3 o1'9 3.4 Acceptance, Final Payment, and Occupancy. Upon Substantial Completion owner agrees to execute a certificate of substantial completion. Owner agrees not to occupy the Home until the contractor is paid in full. 35 Partial Payment. In the event Contractor has substantially performed the work necessary to make a particular stage draw, but one or more items have not been completed, then the contractor shall be entitled to a partial draw in the amount equal to the percentage of such stage completed by contractor. 3.6. Escrow Agreement. If the Owner is not financing the construction cost of the Home, the Owner shall provide Contractor Statement of Account from financial institution (hereinafter the '`Bank''), where monies equaling the contract amount are on deposit. Contractor is not obligated to commence work until Statement of Account is verified. ARTICLE IV TIME AND COMPLETION 4.1 Commencement. The Contractor will commence work after execution of this agreement, after owner satisfies documentation of loan commitment if used, and advance payments and deposit. as required by contractor when applicable. Substantial completion to be within approximately .180 calendar days, which start the day main house concrete slate is poured. 4.2 Substantial Completion. Substantial completion occurs wlien a certificate of occupancy is issued by the local building official. 43 Delays. In the event that there is a delay in work due to a government agency, unsuitable weather conditions, labor shortages, material shortages, change orders, Owner delays, acts of war, acts of terrorism, or acts of God, the date of completion shall be extended accordingly. 4.4 Punch List. Owners are to give a punch list to Contractor within 5 working days after substantial completion, or upon notification by the Contractor. Contractor will have minimum 10 working days to complete this punch list. Thereafter, Owners and Contractor shall argree on a final punch list within 10 working days of Owners Occupancy. Any and all items not listed on the final punch list will be deemed accepted and thereafter are only subject to the warranty. Paint touch ups, drywall repairs, undisputed damage caused during move -in, will not be accepted on the punch list after owners move into the residence. 4.5 Occupancy. Occupancy of the Home by the Owner shall be deemed to be unconditional acceptance of the .Home by Owner and shall release the Contractor from any further obligations pursuant to this agreement EXCEPT 1) completion of Punch List items which could not be completed within the time allowed, and, 2) warranty obligations. ARTICLE V WARRANTY 5.1 DAmitions Contract fix SPR, Prepared by: Central Florida Contracting LLC for Sheralee Faith Printed: 11115/2016 7:4 AM Page 4 o1 9 For purposes of this Article the following words, phrases, and terms shall be defined and construed as follows: 5.1.1 5.1.2 5.1.3 5.1.4 5.1.5 x.1.5.1 5.1.5.2 5.1.5.3 5.1.5.4 Contractor" means any person, corporation, partnership, limited liability company, joint venture, or other entity which constructs a home Building standards" means the standards captained in the building code, mechanical -plumbing code; and electrical code in effect in the, city, Home" means any new structure designed and used only for residential use, together with all attached and unattached structures, constructed by the contractor whether or not the land was purchased from the contractor. Initial purchaser" means any person for whom a home is built or the first person to whom a home is sold upon completion of construction. Major structural defect" means any actual physical damage to the following designated load- bearing portions of a home caused by failure of the load-bearing portions which affects their load-bearing functions to the extent the home becomes unsafe, unsanitary, or is otherwise unlivable: Foundation systems and footings. Beams. Girders. Lintels. 5.1.5.5 Columns. 5.1.5.6 Walls and partitions. 5.1.5.7 Floor systems. 5.1.5:8 Roof framing systems. 5.1.6 "Owner" means the initial purchaser of a home and any of his successors in title. heirs, invitees. or assigns to a home during the time the warranties provided under this Chapter are in effect. 5.1.7 "Warranty commencement date" means the date that legal title to a home is conveyed to its initial purchaser or the date the home is first occupied, whichever occurs first. 5.2 Limited Warranty; exclusions. 5.2.1 A. Subject to the exclusions provided in Subsection B of this Section, every Contractor warrants the following to the owner: 5.2.1.1 (1) One year following the warranty commencement date, the home will be free from any defect due to noncompliance with the building standards or due to other defects in materials or workmanship not regulated by building standards. 5.2.1.2 (2) Two years following the warranty commencement date, the plumbing, electrical, heating, cooling, and ventilating systems exclusive of any appliance, fixture, and equipment will be free from any defect due to noncompliance with the building standards or due to other defects in materials or workmanship not regulated by building standards. 5.2.1.3 (3) l=ive years following the warranty commencement date, the home will be free from major structural defects due to noncompliance with the building standards or due to other defects in materials or workmanship not regulated by building standards. 5.2.2 B. Unless the parties otherwise agree in writing; the Contractor's warranty shall exclude the following items: 5.2.2.1 (1) Fences. landscaping, including but not limited to sodding, seeding, shrubs, existing and new trees, and plantings, as well as off-site improvements, all driveways and walkways, or any other improvement not a part of the home itself. Contract lox SPR, Prepared by: Central Florida Contracting LLC for Sheralee Faith Printed: 111>2016 7:34 A\4 Page 5 01"9 5.2.2.2 (2) After the first year, the concrete floor of a basement and the concrete floor of an attached or unattached garage that is built separate from a foundation wall or other structural element of the home. 5.2.2.3 (3) Damage to real property, which is not part of the home covered by the warranty and which is not included in the purchase price of the home. 5.2.2.4 (4) Any damage to the extent it is caused or made worse by any of the following: 5.2.2.4.1 (a.) Negligence, improper maintenance, neglect or improper operation by anyone other than the Contractor or any employee, agent, or subcontractor of the Contractor. 5.2.2.4.2 (b.) Failure by anyone other than the Contractor or any employee, agent, or subcontractor of the Contractor to comply with the warranty requirements of manufacturers of appliances, equipment, or fixtures. 5.2.2.4.3 (c.) Failure by the owner to give written notice by registered or certified mail to the Contractor of any defect within the time set forth in R.S. 9:3145. However, the provisions of this Subparagraph shall not be construed to change either the warranty periods enumerated in Subsection A of this Section or the notice requirements provided by R.S. 9:3145. 5.2.2.4.4 (d.) Any change of the grading of the ground by anyone other than the Contractor, or any employee, agent, or subcontractor of the Contractor. 5.2.2.4.5 (e.) Any change, alteration, or addition made to the home by anyone after the initial occupancy by the owner, except any change, alteration, or addition performed by the Contractor, or any employee, agent, or subcontractor of the Contractor. 5.2.2.4.6 (1:) Dampness, condensation, or other damage due to the failure of the owner to maintain adequate ventilation or drainage. 5.2.2.5 (5) Any loss or damage which the owner has not taken timely action to minimize. 5.2.2.6(6) Any defect in; or any defect caused by, materials or worksupplied by anyone other than the Contractor, or any employee, agent, or subcontractor of the Contractor. 5.2.2.7 (7) Normal wear and tear or normal deterioration. 5.2.2.8 (8) Loss or damage which does not constitute a defect .in the construction of the home by the Contractor, or any employee, agent, or subcontractor of the Contractor. 5.2.2.9 (9) Loss or damage resulting from war, accident, riot and civil commotion, water escape, falling objects, aircraft, vehicles, acts of God, lightning, windstorm, hail, flood, mudslide, earthquake, volcanic eruption, wind driven water, and changes in the level of the underground water table which are not reasonably foreseeable. 5.2.2.10 (10) Any damage caused by soil movement which is covered by other insurance. 5.2.2.11 (1 1) insect damage. 5.2.2.12 (12) Any loss or damage which arises while the home is being used primarily for a nonresidential purpose. 5.2.2.13 (13) Any condition which does not result in actual physical damage to the home. 5.2.2.14 (14) Bodily injury or damage to personal property. 5.2.2.15 (15) Any cost of shelter, transportation, food, moving, storage, or other incidental expense related to relocation during repair. 5.2.2.16 (16) Any defect not reported in writing by registered or certified mail to the Contractor or insurance company; as appropriate, prior to the expiration of the period specified in Subsection A of this Section for such defect plus thirty days. 5.2.2.17 (17) Consequential damages. Contract 1,)r.SFR, Prepared by Central Florida Contracting LLC for Sheralee Faith Printed: 11/1 >r2016 7:34 MV Page 6 (11,9 5.2.2.18 (18) Any loss or damage to a home caused by soil conditions or soil movement if the home is constructed on land owned by the initial purchaser and the Contractor obtains a written waiver from the initial purchaser for any loss or damage caused by soil conditions or soil movement. 5.2.2.19 (19) Mold and mold damage. 5 2.3 C. The provisions of Subsection A of this Section establish minimum required warranties and shall not be waived by the owner or reduced by the Contractor provided the home is a single family dwelling to be occupied by an owner as his/her home. 5.3 Required Notice: ANY CLAIMS FOR. CONSTRUCTION DEFECTS ARE SUBJECT TO THE NOTICE AND CURE PROVISIONS OF CHAPTER 558, FLORIDA STATUTES. 5.4 Exclusion for Damage by Fungus or Spores. In addition to the warranty exclusions set forth herein, the Contractor's warranty shall exclude any loss or damage to a home caused by: 5.4.1 Any "fungus (es)" or "spore(s)", or 5.4.2 Any substance, vapor or gas produced by or arising out of any "fungus(es)" or "spore(s)", or 5.4.3 Any material, product, building component, building or structure that contains, harbors, nurtures or acts as a medium for any "fan,us(es)" or "spore(s)" 5.4.4 .'Fungus(es)" includes, but is not limited to, any form or type of mold, mushroom or mildew. x.4.5 "Spore(s)" means any reproductive body produced by or arising out of any "fungus(es)". 5.5 No implied Warranties. The Owner acknowledges that the Contractor has made no guarantees, warranties, understanding, nor representations (nor have any been made by any representatives of the Contractor) that are not included in the contract documents. ; Owner's .initials). 5.6 No Liability for Work Constructed According to .Plans. in no event shall the Contractor be liable for destruction or deterioration of or defects in any work constructed, or under construction, by him if he constructed, or is constructing, the work. according to plans or specifications furnished to him which lie did not make or cause to be made and if the destruction; deterioration, or defect was due to any fault or insufficiency of the plans or specifications. ARTICLE VI MISELLANEOUS PROVISIONS 6.1 Selections. Owner agrees to make selection in accordance with Contract Proposal 16-041, revised 08/27/2016. (Attachment i) "Selections & Allowances" section If the Owner does not make selections within the allotted time frames, the contractor at his option may make the selection for the owner or hold the job idle until selections are made. Owner agrees if contractor holds job idle Owner will pay contractor the percentage complete of the current draw and will pay contractor any cost associated with the delay. 6.2 Permits, Fees, and Tests. The Contractor shall secure and pay for building permits, licenses and other similar approvals necessary for the proper execution and completion of the work. If necessary, the Owner agrees to assist the Contractor in obtaining any such permits and licenses by completing all necessary applications and forms. However, if a covenant or an architectural review committee requires the approval of plans and specification, the Owner shall be responsible for obtaining these approvals and paying for any fees connected with them. Contract foi SFR, Prepared by Central Florida Conrracting LLC for Sheralee Faith Printed: I I<1 %2Q16 T' AM Page 7 v1'9 6.3 Insurance. The Contractor and/or his subcontractors or agents shall keep in effect workman's compensation, workman's compensation certified exemption, and commercial general liability coverage. The Owner may elect to purchase and maintain his own liability insurance, including Builders risk; flood, fire and casualty insurance upon the residence, to the full insurable value. 6.4 Owner's Obligations. Prior to the execution ofthis agreement, owner secured (a) required surveys describing the physical characteristics, and utility locations for the residence and (b) secured and paid for easements, lot splits, and variances necessary for the completion of the work. If required, owner shall furnish additional information and services under their control to the Contractor promptly to avoid delay. (c) The owner also warrants that the property upon which the residence is to be built conforms to all zoning, planning, environmental, and other building and soil requirements. (d) The Owner warrants that all utilities necessary for the completion of construction are to the property line. 6.5 Concealed Conditions. The Contractor is not responsible for subsurface or latent physical conditions at the site or in an existing structure that differ from those (a) indicated or referred to in the contract documents or (b) ordinarily encountered and generally recognized as inherent in the work of the character provided for in this contract. After receiving notice of the conditions, the Owner shall investigate the condition within five 5) working days. if the parties agree that the condition will increase (a) the Contractor's cost of performance of any part of the work under this contract or (b) the time required for that work., the parties may sign a change order agreement incorporating the necessary revisions, or the Owner may terminate the contract. If the Owner terminates the contract, the Contractor will be entitled to recover from the Owner payment for all work. performed, including normal overhead, and a reasonable profit. 6.6 Disputes. The parties shall endeavor to resolve their claims by mediation which, unless the parties mutually agree otherwise, shall be in accordance with the Construction Industry Mediation Rules of the American Arbitration Association currently in effect. Request for mediation shall be filed in writing with the other party to this Contract and the American Arbitration Association. The parties shall share the mediator's fee and any filing fees equally. The mediation shall be held in the place where the Project is located, unless another location is mutually agreed upon. Agreements reached in mediation shall be enforced as settlement agreements in any court having jurisdiction thereof. "ANY CLAIMS FOR CONSTRUCTION DEFECTS .ARE SUBJECT TO THE NOTICE AND CURE PROVISIONS OF CHAPTER 558, FLORIDA STATUTES." 6.7 Signage & .Insignia. Until the Owner makes the final payment and takes possession, the Owner agrees that the Contractor shall have the right to place signs on or about the property and to show the residence to other prospective clients and customers. Contractor reserves the right to affix a semi-permanent insignia on any or all structures; no higher than elevation 0'-05' Contract tar srri, Prepared by: Central Florida Contracting LLC for Sheralee Faith Printed: i I i i i12016 7:34 MM Pdge 8 01,9 6.8 Governing Law and Assignment. This Agreement will be construed, interpreted, and applied according to the law of the State of Florida. This Agreement shall not be assigned without the written consent of all parties. 6.9 Effective .Date and Signature. This Agreement shall become effective on the day it is signed by both parties. 6.10 Ambiguous. Any ambiguous terms or contents of this agreement shall not be construed against the Contractor. 6.11 Attorney's fees. If either party to this contract defaults, the defaulting or non -prevailing party shall be liable to the other party for all cost, including reasonable attorney's fees, incurred in enforcing or defending any rights or obligations created by this agreement. 6.121 Heirs, Assigns and Successors. All agreements and stipulations herein contended, and all obligations herein assumed, shall inure to the benefit of and be binding upon the heirs, Assigns and Successors of the respective parties hereto. 6.13 indemnity. Purchaser agrees to indemnify and hold harmless contractor.in event any claim, demand, suit, right of action is brought, by any person, firm or corporation arising out of this contract. Such indemnification and hold harmless shall include any and all costs, including attorney's fees and court cost, related to the defense of such action. We the undersigned, have read, understand, and -agree to each of the provision of this Agreement and hereby acknowledge receipt of a copy of this contract. CENTRAL FLORIDA CONTRACTING LLC 4345 Quando Drive Belle Isle, Florida 32812 By V/v-G-1 Managing Member, Dominic J. Fiocco SHERALEE FAITH 2300 .Palmetto Avenue, .Lot 22 Sanford, Flori(* 32771. '// Owner: Sherale/Faith Contract Rrr SFR, Prrt:pared by: Central Florida Contracting LLC for Sheralee i aiw. Printed: 11'1 i.12(1116 7: ,a AM Page 9 (11,9 Date: L4t5 l Date: City of Sanford Residential (New Construction) Permit Application Guidelines All permit application packages must be complete priorto acceptance.You must check each box to the left or indicate a/m on this mmbnmitb« . /oenmpletewpplicathom pshallincludethefollowinor: tn APPLICATION AND SUBMITTAL REQUIREMENTS Boj|din l rn i\/\pp|kcm1 nn completed. signed and no rized. Copy ofa contract, signed by the contractor and the property owner, indicating the documented conotructionvu|uc 11,/Application mumtinc|ud ooneotaddress and complete parcel I.D. number. j Conbac\or in [bnmuiion imrequired io be included on the permit application (if contractor is applicant). I /\pp|ioml nnus1include the non eo[the designu dplan ,uvinncuo xc ycrsoo,thcizphonoumnbcrond either fax number orunui]address on. the Hui\dinl pcnnk Application form. V11" Copy ofthe contractor's license issued bythe StateofFlorida (if contractor iuopp|ioon0. site specific notarized power ofattorney mba|| be required from the licensed contractor if he/she appoints an employee ofhis/her company Ln sign the permit application as the contractor. VCertificate of insurance indicating worker's compensation insurance coverage and naming the City of Sunfhrd ascertificate holder, orucopy ofuv/orko/'s compensation exemption issued by tile State of F|oridn(rnua1 bnsubmitted with each application i[contractor imthe applicant). omp|etcdand sionod[)nvncrBuilder Statement /Af duviL(ifnvvncrisupp|icuui). O /\pp/nvu\ letter from sanitary sewer provider (if other than tile City uf8aufhrd). O Copvn[theonsite sewage disposal system cnnatn|ctionPermit issued by8unino|c(ountyHealth x Department (i[opplioab|c). 71 ino|oCounty Impact Fee 8kdomcn| (ozu|b-honi|yon|y). I Two (2) sets signed and sealed building construction plans. Two (2) signed and sealed site / plot plans. Two (2)sets signed and sealed floor and roof truss engineering @ Two (2) copies of completed and signed San ford I)roduct Approval Specification Form. can be5ouudooour website Linder "Bui|dincyPerin iis",then ^`Fornns=) When listing products. please provide only the exact products that will be installed. Generic packages will not boaccepted. 0 Tvvo (2) copies o[ihe oiunu|ac(unz`s installation instructions for the following products: windows., doos, roofing materials, engineered lumber products. o|asx blocks, soffit materials and siding. Jm'9Lrvvn(2)copies nfcornp|enzd energy calculations. Energy calculations and EPL card Must be fi||cd out and signed by ill required parties and indicate City ofSonfhrd usthe Jurisdiction. vvo(2) copies ofequipment sizing calculations. V Two (2)copies Plumbing drain., vvuutc ond vent riser dingczm Please see the following pages for construction document submittal guidelines* Revised: ocmbprZWj PIg. o/o/ 6 8midpidfcnnuApylicu/iowCh,ck/is/ THE CONSTRUICTION DOCUMENTS MUST INCLUDE, AT AMINIMUM, THE F011,0WUNG: SITE PLAN / PLOT PLAN O Lot number O Addresu/Legal Description O Setback lines frooz hnup|csbucturcand any accessory ructureabzprope yboundary (nninhnuonof eight. two ooeach side) O Primary building setback lines/envelope O Locution ufany fencing that is currently installed on the property, as applicable. O A/C unit locations with setback from property line O Gas tank or appliance location with setback from property line and distance from house. Specify size and whether in -ground o,above ground. O []rivevvuylocation with dimensions, Please indicate ifczishn orproposed. Survey Existing easements: droina2s, Utility, etc. Bui|din sopuruhnoa, i[upp|iouh|e O Location u/'sopbcovs1erno Flood zone reflecting current F]5MA map revision date O . Lot grading type (\`8,C,otc] O Elevations showing coovvnof1buudiacon1stroetorriobt-nf-vvuVupounhichfhcmbuo|uncbnnts(for type and lots) O Lot corner elevations and break point elevations O Drainage awn|ua (ifupp|icob|c) with profile view O Proposed fioiubcdfloor elevation BUILDING PLAN O . Construction dOCUIllentS shall indicate code edition being applied El Construction type OPlans to minimum 1/4 " scale O Designer infbnnohoo:oun\c, address, registration 4, seal and signature on all signed/scaled pages Page size minimum 22"x34`" O All pages numbered and labeled Wind dc ' data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate desion wind speed for risk category Ubuildings (rcsidcntiul) Ukimuirdesign wind speed /Vu\d Nominal design wind speed (Vasd) Risk or Exposure category Enclosure classification Internal pressure coefficient Component and cladding design wind pressures in terms ofnsf Structural Calculations, ifnecessary O For additions, alterations and renovations - please indicate the portions of the home that are existing and proposed, as applicable. Tlhiaincludes any mbuctorui/noo-Skucturu| elements, electric, mechanical, pluoobing, concrete stabs, and any other relevant details. Rp*sed oxmber20/5 Page Zq/6 Residejaial ?"m'o.4pplicodoxC6ccklis/ FLOOR PLAN El Building area tabulation Roorn size Corridors Stair location/guardrails Safety glass locations I Egress door and emergency escape windows sizes and location Stairs construction requirements 1 Special column/post anchorage Interior load bearing wall locations Shear walls L Down cells Lj Lintel schedule Attic access location and size E Accessibility restroom (door) location LI Fire resistant assemblies D [dentity options to be used YMADATION / SLAB Filled cells with reinfoi-cernent locations Footer denotation/details I Footers mminium 12" below oracle Interior bearing walls/pads Porch pads/footers Brick ledge detail 0 Slab thickness/steel./fiber mesh Vapor barrier/termite treatment type FL Reinforcing steel over lap Ll Relieving arch steel at pipe perietrations 11 All wood minimum 6" above grade D Crawl space ventilation Termite shields D Stein %vall foundation may be required for setbacks less than 10 feet, as deerned necessary by Planning Coning. To verify il'this is required. please contact the Planning & Zoning Division. ELECTRICAL Service riser diaorain Electrical load calculations Bonding. /Grounding to foundation steel Lj Service location Panel locations Ij Receptacle lay Out I GFC1 protection LI AFC'I protection El Tamper resistant outlets 7- Ceiling tans Outdoor receptacles E Disconnecting means Switches/lights 0 alarm locationsI -eaS1 11 ions hard wh. i. n-;ollCnecmd and batten backupC Rei l5 Ociobcr 2015 A J Residential Permit Applikation Checklist ELEVATION (front, rear and side views) Attic ventilation Roof pitch Roofing material Exterior finish/StuCCO thickness Height/bearing elevations 7 Window and door opening locations 1 Chimney location/height MECHANICAL Equipment location Anchorage for condenser. engineered to meet wind loads Protection in garage locations Clearances at equipment m StruCtural detail for air handler in attic I Room ventilation Duct layout (usually in energy calculations) o R -value of ducts Cl'M's oBalanced return/ducted, transfer duets or grilles Exhaust O Bath exhausts size and termination Dryer exhaust discharge/make up air D I:?nergy calculations with equipment sizing calculations 71 Skylights PLUMBING i Plztrnbing waste riser diagram Water hater location J Fixture location FUEL GAS BTUs each outlet and total BTUs Pipe type and total length LP regulator and model type Combustion air vents D Location of equipment El Venting 71 Gas Type Gas Pressure Gas piping riser ROOF TRUSS LAY OUT 7 Truss 1. D. fit's Layout; required on plans anda copy included with truss package o Signed/Sealed truss engineering package El Strapping/fasteners/truss tie -downs DETAIL, SHEETS OR NOTES El Footings Beam to wall and/or post attachments El POSt/C.OlUnln and beam construction El Interior hearing walls Revise& O(Jober 201.5 I'clge 4 cif 6 ResideWial PermitApplication C7tecklist 0 Stairs section Chimney construction Dormer construction Floor framing Entry construction Arched windows Bay windows Frame to block connections Knee wall construction Sky light framing Top plate splicing requirements Steel requirements (footer. lintel, vertical pour) Grade o Over lap Veneer Shear wall locations and construction Connectors Fasteners Roofsheathing & diaphragms m Fasteners 0 Blocking Wall and gable sheathing fastening Gable end, frame and block, vaulted and flat Conventionally framed rool'members Glass block I leader schedule, including strapping/anchorage and frame supports (bearing walls) Bea ring%non-bearing wall detail Typical wall section detail, one and two story, block. and frame, for all scenarios 4 Connectors Anchorage bolts Materials and assembly Garage and swing door buck fastening Ceiling diaphragms Blocking: fAnv conventional framing Revised: October 20i' Pag,° 5 qj 6 Resideiaial Permit Applicruion (.Yrecklisl MANLTACTURER'S PRODUCT ][WrALLATION INSTRUCTIONS 7- Roofing installation instructions S: compliance -,,,,,-Ith ASTM standards 1 Window and IIIUIliOn installation instructions D Garage door, sliding glass door and s Ning door installation instructions 7 * Siding installation instructions D Soffit installation instructions I Glass block installation insti-Lictions j Engineered lumber products installation instructions PI " ZODt .CT APPROVAL El Completed Sanford. Product Approval specification sheet D Florida Product Approval can be located at ww.xv.foridabLIildin1I.or9. Product Approval must be approved under the current code edition 0 FS553.842FAC' 61G20-3 Produci 4pproval and lnanujaeturer installation instructions unisl,, bespecific fi)r the home being built Generic packages including multiple items that ure not Dart «f the specific project will not be accelmed. These quidelines were compiled to assist the applicant in preparing a residential permit application submittal and may not he cOmplete. The applicant is required to meet all city of Sanford, state, and federal requirements. Revised: October 2015 6 o/ 6' Rcsidewhal Pe, mOApplic-ation Checklist Building Valuation Data — AUGUST 2016 The International Code Council is pleased to provide the following Building Valuation Data (BVD) for its members. The BVD will be updated at six-month intervals, with the next update in February 2017. ICC strongly recommends that all jurisdictions and other interested parties actively evaluate and assess the impact of this BVD table before utilizing it in their current code enforcement related activities. The BVD table provides the ''average" construction costs per square foot, which can be used in determining permit fees for a jurisdiction. Permit fee schedules are addressed in Section 109.2 of the 2015 International Building Code (IBC) whereas Section 109.3 addresses building permit valuations. The permit fees can be established by using the BVD table and a Permit Fee Multiplier, which is based on the total construction value within the jurisdiction for the past year. The Square Foot Construction Cost table presents factors that reflect relative value of one construction classification/occupancy group to another so that more expensive construction is assessed greater pbrmit fees than less expensive construction. ICC has developed this data to aid jurisdictions in determining permit fees. It is important to note that while this BVD table does determine an estimated value of' a building (i.e., Gross Area x Square Foot Construction Cost), this data is only intended to assist jurisdictions in determining their permit fees. This data table is not intended to be used as an estimating guide because the data only reflects average costs and is not representative of specific construction. This degree of precision is sufficient for the intended purpose, which is to help establish permit fees so as to fund code compliance activities. This BVD table provides jurisdictions with a simplified way to determine the estimated value of a building that does not rely on the permit applicant to determine the cost of construction. Therefore, the bidding process for a particular job and other associated factors do not affect the value of a building for determining the permit fee. Whether a specific project is bid at a cost above or below the computed value of construction does not affect the permit fee because the cost of related code enforcement activities is not directly affected by the bid process and results. Building.Valuation The following building valuation data represents average valuations for most buildings. In conjunction with IBC Section 109.3, this data is offered as an aid for the building official to determine if the permit valuation is underestimated. Again it should be noted that, when using this data, these are average" costs based on typical construction methods for each occupancy group and type of construction. The average costs include foundation work, structural and nonstructural building components, electrical, plumbing, mechanical and interior finish material. The data is a national average and does not take into account any regional cost differences. As such, the use of Regional Cost Modifiers is subject to the authority having jurisdiction. Permit Fee Multiplier Determine the Permit Fee Multiplier: 1. Based on historical records, determine the total annual construction value which has occurred within the jurisdiction for the past year. 2. Determine the percentage (%) of the building department budget expected to be provided by building permit revenue. 3. Bldg. Dept. Budget x Permit Fee Multiplier = Total Annual Construction Value Example The building department operates on a $300,000 budget, and it expects to cover 75 percent of that from building permit fees. The total annual construction value which occurred within the jurisdiction in the previous year is $30,000,000. 300,000 x 75% Permit Fee Multiplier = = 0.0075 30,000,000 Permit Fee The permit fee is determined using the building gross area, the Square Foot Construction Cost and the Permit Fee Multiplier. Permit Fee = Gross Area x Square Foot Construction Cost X Permit Fee Multiplier Example Type of Construction: IIB Area: 1st story = 8,000 sq. ft. 2nd story = 8,000 sq. ft. Height: 2 stories Permit Fee Multiplier = 0.0075 Use Group: B 1. Gross area: Business = 2 stories x 8,000 sq. ft. = 16.000 sq. ft. 2. Square Foot Construction Cost: B/IIB = $160.26/sq. ft. Permit Fee: Business = 16,000 sq. ft. x $160.26/sq. ft x 0.0075 19,231 Important Points 1A IB "r For purposes of establishing the Permit Fee Multiplier, The BVD is not intended to apply to alterations or the estimated total annual construction value for a repairs to existing buildings. Because the scope of given time period (1 year) is the sum of each building's alterations or repairs to an existing building varies so value (Gross Area x SqSquare Foot Construction Cost) greatly, the Square Foot Construction Costs table for that time period (e.g1 year). does not reflect accurate values for that purpose. The Square Foot Construction Cost does not include However, the Square Foot Construction Costs table 192.95 can be used to determine the cost of an addition that is the price of the land on which the building is built. The basically astand-alone building which happens to be Square Foot Construction Cost takes into account attached to an existing building. In the case of such everything from foundation work to the roof structure additions; the only alterations to the existing building and coverings but does not include the price of the would involve the attachment of the addition to the land. The cost of the land does not affect the cost of existing building and the openings between the related code enforcement activities and is not included addition and the existing building. in the Square Foot Construction Cost. Square Foot Construction Costs 8, b, C. d Crobo'(201 Iriterraatianal Buildrng bode} - 1A IB "r IIA = IiB illA ° IIJ JVB`VS A-1 Assembly, theaters, with stage 226.92 219.10 213.80 205.04 192.95 187.36 198.56 176.18 169.73 A-1 Assembly, theaters, without stage 207,97 200.15 194.85 186.09 174.15 168.55 179.61 157.38 150.92 A-2 Assembly, nightclubs 177.49 172.34 167.98 161.18 151.95 147.76 155.52 137.58 132.93 A-2 Assembly, restaurants, bars, banquet halls 176.49 171.34 1165.98 160.18 149.95 146.76 154.52 135.58 131.93 A-3 Assembly, churches 209.94 202.13 196.83 188.07 176.32 170.72 181.59 159.54 153.09 eral, A 3 Assembly; gencommunity halls; libraries, museums 175.12 167.31 j 161.01 153.25 140.50 135.90 146.77 123.72 118.27 A-4 Assembly, arenas 206.97 199.15 192.85 185.09 172.15 167.55 178.61 155.38 149.92 1 B Business 181.12 174.43 168.67 160.26 146.18 140.70 153.97 128.34 122.72 E Educational F-1 Factory and industrial, moderate hazard 192.29 108,53 185.47 103.54 180.15 97.56 172.12 93.81 160.72 84.17 152.55 80.36 166.18 89.86 140.46 70.57 136.18 66.08 F-2 Factory and industrial, low hazard 107,53 102.54 97.56 92.81 84.17 79.36 88.86 70.57 65.08 H-1 High Hazard, explosives 101.60 96.60 91.63 86.88 78.44 73.62 82.93 64.84 N. P, H234 High Hazard 101.60 96.60 91.63 86.88 78.44 73.62 82.93 64.84 I 59.35 H-5 HPM 181.12 174.43 168.67 160.26 146.18 140.70 153.97 1_28.34 122.72 X11-1 Institutional, supervised environment 180.72 174.14 169.28 161.12_ 149.06 145.04 161.12 133.69 129.43 1L 1-2 Institutional, hospitals j 1-2 Institutional, nursing homes 304,8O298,11 211.20 1204.51 292.36 198.75 283.95 190.34 268.92 177.26 N. P. N, P. 277.65 184.05 251.09 159.42 N. P, N. P. 1-3 Institutignal, restrained 206.08 199.38 193.63 185.22 172.62 166.14 178.93 154.78 147.16 1-4 Institutional, day care facilities M Mercantile 180.72 132.23 174.14 ....................... 127.09 169.28 121.73 161.12 115.92 149.06 106,18 145.04 102.99 161.12 110.26 133.69 91.82 129.43 88.16 jR-1 Residential, hotels 182.28 175.70 170.83 162.68 150.87 146.84 162.68 135.49 131.23 R-2 Residential, multiple family 152.86 146.27 141.41 133.25 122.04 118.01 133.25 106.66 102.41 R-3 Residential. one- and two-family 143.93 139.97 136.51 132.83 127.95 124.61 130.57 119.73 112.65-- 11 R-4 Residential, care/assisted living facilities 180.72 174.14 169.28 161.12 149.06 145.04 161.12 133.69 129.43 S.1 Storage, moderate hazard 100.60 95.60 89.63 85.88 76.44 72.62 81.93 62,84_58.35 S-2 Storage, low hazard 99.60 94.60 89.6384.88 76.44 71.62 80.93 62.84 57.35 U Utility. miscellaneous 77.82 73.48 69.04 L 65.52 59.23 55.31 62.58 46.83 44.63 a. Private Garages use Utility, miscellaneous b. Unfinished basements (all use group) = $15.00 per sq. rt. C. For sheJ only buildings deduct 20 percent d. N.P. = not permitted CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: t o- 3 t 14 1 Documented Construction Value: $ Job Address: -2306 PALM CTTO AV6 Historic District: Yes No [:1ParcelII): 3G; 9 — 30 — $2 7- ODOO - O Z o Residential Rr y Commercial 1:1TypeofWork: New R Addition Alteration Repair Demo Change of Use Move Description of Work:. (vAt b.'11!1 -for Atc..J S',meq,/ l'k-.S We c ce Plan Review Contact Person: Title: Phone: Fax: Email: Name Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information Name 0 V- e -r Phone: 4 0 -7 — Street: 11 Zl S. 4TIANT-4 AvC.- City, State Zip: Q r G4tict rL Name: Street: City, St, Zip: Bonding Company: Address: Fax: 4o -7-014i- 5 7 33 State License No.: CFC -('47-(,6V/ Architect/Engineer Informs*i^n Pb Fa E- Mortgagt Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perforMed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID t(C- - --w 3-,I- ti Sigature of Contractor/Agents Date Print Contractor/Agent's Name 5-717 Signature of Notary -State of Florida Date regi P;?o, Notary Public State of Florida Carmen L Cordero r My Commission FF 103730 Pt. h o F ExFiresC4/18!2013 Con d ctr gni i ersona y own to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application Oi v- -eC-_- Ct i7V ©Vt Qci o i Ci I h I 1, wa, ly o- iS e1Lo u 1 C - u1-3 i 47 RECORD COP) FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 16K18BECK Builder Name. 2300 PALMETTO AVE Permit Office: City of SanfordCity, State, Zip: . SANFORD,FL, BECKER RE5IDENCE Permit Number: Owner. Jurisdiction: 1 6- 3 .1 rStreet: 4 1 Design Location: FL, Daytona Beach County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1540.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=6.0 1540.60 ft' b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 0 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1502.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1502.00 ft2 6. Conditioned floor area above grade (ft') 1484 b. N/A R= ft2 Conditioned floor area below grade (ft2) D c. NIA R= ft 11. Ducts R ft2 7. Windows(159.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Garage 6 544 a. U -Factor: Dbl, U=0.26 159.00 ft' SHGC: SHGC=0.21 b. U -Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 30.0 SEER:15.00 c. U -Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: NIA ft2 a. Electric Heat Pump 30.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 5.283 ft. Area Weighted Average SHGC: 0.210 14. Hot water systems 8. Floor Types (1482.7 sgft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 1482.70 ft2 b. Conservation features EF: 0.950 b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF Glass/Floor Area: 0.107 Total Proposed Modified Loads: 39.37 Total Baseline Loads: 40.93 I hereby certify that the plans and specifications covered by Review of the plans and OI'T ST,4r this calculation are in compliance with the FlAnda Energy specifications covered by this v r s O Code. calculation indicates compliance l with the Florida Energy Code,{O PREPARED BY: Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 a, ` 9 b P. I hereby certify that this br ing, as desi ned, is in compliance Florida Statutes. 0•- with the Florida Energy Code OL) tyE C¢J OWNER/AGENT: _ - BUILDING OFFICIAL: DATE: DATE: -1- Z- l7 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 requires a roof absorptance test and a roof emittance test in accordance with R405.7.2 11/18/2016 2:09 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Softwarei i Page 1 of 5 FORM R405-2014 11/18/2016 2:09 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 PROJECT Title: 16K18BECK Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 1484 Lot # Owner. BECKER RESIDENCE Total Stories: 1 Block/SubDivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 2300 PALMETTO AVE Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: SANFORD , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp r/ Design Location TMY Site Zone 97-5% 2.5% Winter Summer Degree Days Moisture Range FL, Daytona Beach FL_DAYTONA_BEACH_I 2 38 92 70 75 789 56 Low BLOCKS Number Name Area Volume 1 Entire House 1484 16416.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 MAST BED 238 2546.6 No 2 1 Yes Yes Yes 2 FAMILY 389 4823.6 No 2 1 Yes Yes Yes 3 MAST WIC 60 480 No 0 1 Yes Yes Yes 4 MAST BATH 133 1064 No 0 1 Yes Yes Yes 5 KITCHEN 156 1934.4 No 0 1 Yes Yes Yes 6 DINING 193 2277.4 No 0 1 Yes Yes Yes 7 BATH 47 421 No 0 1 Yes Yes Yes 8 LAUNDRY 47 502.9 No 0 1 Yes Yes Yes 9 FOYER 53 567.1 No 0 1 Yes Yes Yes 10 DEN 168 1797.6 No 1 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio MAST BED 29.5 ft 0 238 ft2 0 1 0 2 Slab -On -Grade Edge lnsulatio FAMILY 36.9 ft 0 389 ft2 0 1 0 3 Slab -On -Grade Edge lnsulatio MAST WIC 12 ft 0 60 ft2 0 1 0 4 Slab -On -Grade Edge lnsulatio MAST BATH 3.5 ft 0 133.8 ft2 0 1 0 5 Slab -On -Grade Edge lnsulatio KITCHEN 13 ft 0 155 ft2 0 1 0 6 Slab -On -Grade Edge lnsulatio DINING 1 ft 0 192.8 ft' 0 1 0 7 Slab -On -Grade Edge lnsulatio BATH 5.5 ft 0 46.8 ft2 0 1 0 11/18/2016 2:09 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 FLOORS Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 8 Slab -On -Grade Edge Insulatio LAUNDRY 5.5 ft 0 46.8 ft2 0 1 0 9 Slab -On -Grade Edge Insulatio FOYER 3.5 ft 0 52.5 ft2 0 1 0 10SIab-On-Grade Edge Insulatio DEN 33 ft 0 168 ft2 0 1 0 ROOF CEILING Roof Gable Roof Solar SA Emitt Emitt Deck Pitch 1/ # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1478 ft2 234 ft2 Medium 0.63 Yes 0.9 Yes 0 18.4 2 Under Attic (Vented) FAMILY ATTIC Blown 389 ft2 0.1 V Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1402 ft2 Y N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) MAST BED 30 Blown 238 ft2 0.1 Wood 2 Under Attic (Vented) FAMILY 30 Blown 389 ft2 0.1 Wood 3 Under Attic (Vented) MAST WIC 30 Blown 60 ft2 0.1 Wood 4 Under Attic (Vented) MAST BATH 30 Blown 134 ft2 0.1 Wood 5 Under Attic (Vented) KITCHEN 30 Blown 165 ft2 0.1 Wood 6 Under Attic (Vented) DINING 30 Blown 70 ft2 0.1 Wood 7 Under Attic (Vented) DINING 30 Blown 131 ft2 0.1 Wood 8 Under Attic (Vented) BATH 30 Blown 47 ft2 0.1 Wood Y_ 9 Under Attic (Vented) LAUNDRY 30 Blown 47 ft2 0.1 Wood 10 Under Attic (Vented) FOYER 30 Blown 53 ft2 0.1 Wood 11 Under Attic (Vented) DEN 30 Blown 168 ft2 0.1 Wood WALLS 0 Omt Adjacent SpaceTo_ Wall Type p Cavity Width R Height Sheathing Framing Solar Below alue_ Ft in Ft In Area R -Val U@ FraCtinn Ahgnr r'rarlP% 1 S Exterior Concrete Block - Int InsuulAST BED 6 15 0 10 8 160.0 ft2 0 0 0.8 0 2 W Exterior Concrete Block - Int InsuUTAST BED 6 14 6 10 8 154.7 ft2 0 0 0.8 0 3 N Exterior Concrete Block - Int Insul FAMILY 6 15 6 12 5 192.5 ft2 0 0 0.8 0 4 W Exterior Concrete Block - Int Insul FAMILY 6 19 0 12 5 235.9 ft2 0 0 0.8 0 5 S Exterior Concrete Block.- Int InsuMAST WIC 6 12 0 8 0 96.0 ft2 0 0 0.8 0 6 S Exterior Concrete Block - Int InsiBAST BATH 6 3 6 8 0 28.0 ft2 0 0 0.8 0 7 N Exterior Concrete Block - Int InsuIKITCHEN 6 11 2 12 5 138.7 ft2 0 0 0.8 0 8 E Exterior Concrete Block - Int InsulKITCHEN 6 1 6 12 5 18.6 ft2 0 0 0.8 0 9 E Exterior Concrete Block - Int Insul DINING 6 1 7 11 10 18.7 ft2 0 0 0.8 0 10 N Exterior Concrete Block - Int Insul BATH 6 5 6 9 0 49.5 ft2 0 0 0.8 0 11 . E Exterior Concrete Block - Int InsuLAUNDRY 6 5 6 10 8 58.7 ft2 0 0 0.8 0 11/18/2016 2:09 PM EnergyGaugeO USA -. FlaRes2014 Section 8405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 sys#1 11/1812016 2:09 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 WALLS Adjacent WAII Space t'P p Cavity Width R_\/alun Ft In Height Ft In Area Sheathing Framing Solar R --Value Frartinn Absnr Below Grad 12 E Exterior Concrete Block - Int Insul FOYER 6 3 6 10 8 37.3 ft' 0 0 0.8 e% 0 13 N Exterior Concrete Block - Int Insul DEN 6 13 6 10 8 144.0 ft2 0 0 0.8 0 14 E Exterior Concrete Block - Int Insul DEN 6 12 0 10 8 128.0 ft' 4 0 0.8 0 15 S Exterior Concrete Block - Int Insul DEN 6 7 6 10 8 80.0 ft' 0 0 0.8 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated FOYER None 6 3 7 21 ft' WINDOWS Orientation shown is the entered, Proposed orientation. j Wall Overhang 1/ # Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 W 2 Vinyl Low -E Double Yes 0.26 0.21 30.0 ft' 0 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5 2 N 3 Vinyl Low -E Double Yes 0.26 0.21 42.0 ft' 10 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 3 W 4 Vinyl Low -E Double Yes 0.26 0.21 42.0 It' 10 ft 0 in 2 ft 0 in None Exterior 5 4 S 6 Vinyl Low -E Double Yes 0.26 0.21 6.0 ft' 0 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5 5 N 10 Vinyl Low -E Double Yes 0.26 0.21 9.0 ft' 0 It 0 in 0 ft 0 in Drapes/blinds Exterior 5 6 N 13 Vinyl Low -E Double Yes 0.26 0.21 15.0 ft' 0 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5 7 E 14 Vinyl Low -E Double Yes 0.26 0.21 15.0 ft' 0 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 264 ft' 384 ft' 38 ft 11 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0003 1167.8 64.11 120.57 219 4.2685 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 30 kBtu/hr 900 cfm 0.75 1 sys#1 11/1812016 2:09 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 11/18/2016 2:09 PM EnergyGaugeO) USA - FIaR:zs2014 Section R405.4.1 Compliant Software Page 5 of 5 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 40 gal 60 gal 120 deg None Supply -- SOLAR HOT WATER SYSTEM Return --- FSEC CFM 25. Collector Storage Gert # Company Name System Model # Collector Model # Area Volume FEF None None ft' TOT 11/18/2016 2:09 PM EnergyGaugeO) USA - FIaR:zs2014 Section R405.4.1 Compliant Software Page 5 of 5 DUCTS Supply -- Return --- Air CFM 25. CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 Attic 6 544 ftz Attic 544 ftz Default Leakage Garage Default) (Default) TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling[ ] Jan Heatin[X] Jan Feb X Feb Mar X1 Mar Apr Apr [ May [Xj Jun [Xj Jul MaY [ ] Jun [ ] Jul X Augj Aug Se4 ] Sep Oct Oct jj Nov jX] Nov jj Dec X DecVentin (j Jan Feb X Mar X] Apr ( Ma [ ] Jun (j Jul Aut j ] Se X] Oct Xjj 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 78 78 78 78 PM 78 78. 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} PM 6868 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68PM686868686868686868686868 MECHANICAL VENTILATION Type — Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 1 -Electric Heat Pump 0% 1 - Central Unit 11/18/2016 2:09 PM EnergyGaugeO) USA - FIaR:zs2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM 8405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 2300 PALMETTO AVE, SANFORD, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U -Factor: Dbl, U=0.26 SHGC: SHGC=0.21 b. U -Factor: N/A SHGC: b. N/A c. U -Factor: N/A SHGC: c. N/A d. U -Factor: N/A SHGC: d. N/A Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a.. Concrete Block - Int Insul, Exterior R=6.0 1540.60 ft2 0.210 b. N/A R= ft2 1 c. N/A R= ft2 0 d. N/A R= ft2 No 10. Ceiling Types Insulation Area a. Under Attic (Vented) R=30.0 1502.00 ft2 1484 b. N/A R= ft2 Area c. N/A R= ft2 159.00 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Attic, AH: Garage 6 544 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 30.0 SEER:15.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 5..283 ft. 0.210 Area 14. Hot water systems 1482.70 ft2 a. Electric ft2 ft2 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 f' al inspection. Otherwise, a new EPL Display Card will be completed based on installed a compliant features kBtu/hr Efficiency 30.0 HSPF:9.00 Cap: 40 gallons EF: 0.95 o qHE S Builder Signature: _ J Date: % 0 Address of New Homez, a i ii'!1'_ City/FL Zip: o WEFLI CF 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. 11118/2016 2:09 PM EnergyGauge® USA - F!aRes2014 - Section 8405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include t/ This checklist M A Form P405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Re uirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) if Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) E_nergyGaugeV - USRGS8 v6.1 11!18/2016 2:09:44 PM Page 1 of 1 FORM R406-2014 r., Florida Department of Business and Professional Regulations Residential Whole Buil=2 Performance and Prescriptive Methods ADDRESS: 2300 PALMETTO AVE Permit Number: SANFORD,FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresokl residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 8402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping orotherinfiltrationcontrolmeasures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3_ Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air, O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMAM/DMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Uminj per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handier is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 11!18/2016 2:09 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Paoe 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 8403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105-F (41-C) or below 55-F (13-C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or adownwardandupwardbendofatleast3'/: inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100-F to 140-F (38-C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energyfactorofthesystem. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent. load. 11 /1 8/2016 2:09 PM EhergvGauae@ USA, - RaRses2014 - GNrrrinn PA.I)r d i r.,,.,, n...... I — FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design, dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment maybe sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.5.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The,capacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be less than the design load calculated in accordance with Section R403.6.1, O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. O R403.7 Systems serving multiple dwelling. units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above .55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. 13 R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSUAPSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -neat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O 8404.1.1 Lighting equipment (Mandatory,). rIuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have rr:inimurn insuiation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficient space, R-10 is allowed. 11/18/2016 2:09 PM EnergyGaugeO USA - FiaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 16K18BECK Builder Name: Street: 2300 PALMETTO AVE Permit Office: City of Sanford City, State, Zip: SANFORD , FL , Permit Number: Owner: BECKER RESIDENCE Jurisdiction: Design Location: FL, Daytona Beach COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed, The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 11 /1 8/2016 2:09 PM EnergyGaugeV USA - HaRes2014 Section 8405.4.1 Compliant Software Page 1 of 1 Duct System Summary Job: Date: 11-18-16 Entire House By: AIRs tn c. Cee Bee Air Systems, Inc. Se NR C-.1 Fh idu Sm, 19701 1232 Rock Springs Rd.,Apopka, FL32712 Phone: 407-886-5960 Fax: 41 (.i• s ` eT I , rc , .. afro ect infationorm p x'' T,Jg v,'"," ,x s YW-0.2'[y.Sup,ply BranclDetailTable 4, _ NO Name Heating Cooling Extemal static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply / return available pressure 0.000 / 0.000 in H2O 0.000/ 0.000 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual airflow 1000 cfm 1000 cfm Total effective length (TEL) Ox 0 VIFx 222 ft T,Jg v,'"," ,x s YW-0.2'[y.Sup,ply BranclDetailTable 4, _ NO Name Design 6tuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv. Ln (ft) Trunk BATH h 589 38 27 0 5.0 Ox 0 VIFx 17.7 95.0 DEN h 3795 216 174 0 8.0 Ox 0 VIFx 21.1 95.0 DINING c 842 32 39 0 6.0 Ox 0 VIFx 26.5 115.0 st1 FAMILY h 2683 134 123 0 7.0 Ox 0 VIFx 24.6 115.0 SO FAMILY -A h 2683 134 123 0 7.0 Oxo VIFx 25.0 115:0 st1 KITCHEN c 2908 86 134 0 7.0 Ox 0 VIFx 23.2 115.0 SO LAUNDRY c 1935 69 89 0 5.0 Ox 0 VIFx 6.3 95.0 MASTBATH h 803 41 37 0 5.0 Ox VIFx 13.5 95.0 MASTBED c 4804 190 221 0 8.0 Ox VIFx 19.1 95.0 MASTWIC h 731 59 34 0 4.0 Oxo VIFx 7.8 95.0 s An I R ="AdpplysTrunkDetailTatileMAN& " 141 Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 Peak AVF 387 419 0 533 12.0 0 x 0 VinlFlx 8ddkalk values have been manually overridden 1 wrightsoft° Right -Suite® Universal 201313.0.15 RSU0P6"9 2018 -Nov 18 1 age 4 y/y Page 1 7 OI Z1R4GHTJARCHNES120161i6K18BECK.rup .Calc=MJ8 FrontDoorfaoes: E r£ ' 4,Retu rn Branch Detail Tabie rt p y e i. _ _. r._ s s...3,.:,..t. . a.-4. -. ..... _.,:. ..-_- , -.- ` - - t'x Lk]! N`11 ..- t •• r e ar ': B"itallc values have been manually overridden wri htsoft° 2016 -Nov -1811:23:24 9 Right -Suite® Universal 201313 Ci i ti RSt106ri43 Page 2 14CCK Z:URIGHTJARCHNES12016116K18BECK.rup Calc=MJB Frcn!Oourta?s: E. Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in), cfm) cfm) ft) FR fpm) in) in) Opening (in) Matl Trunk rb1 Ox 0 355 380 65.6 0 484 12.0 Ox 0 VIFx rb3 Oxo 322 330 80.3 0 605 10.0 Ox 0 VIFx rb2 Oxo 323 1 2901 77.6 0 731 9.0 Ox 0 VIFx B"itallc values have been manually overridden wri htsoft° 2016 -Nov -1811:23:24 9 Right -Suite® Universal 201313 Ci i ti RSt106ri43 Page 2 14CCK Z:URIGHTJARCHNES12016116K18BECK.rup Calc=MJB Frcn!Oourta?s: E. 0 Job #: Performed for: BECKER RESIDENCE PALMETTO AVE SANFORD, FL Cee Bee Air Systems, Inc. 1232 Rock Springs Rd. Apopka, FL 32712 Phone: 407-886-5560 Fax: 407-886-6326 v".vCee6eeAir.com cbas@ceebeeair.com Scale: 1 : 80 Page 1 Right -Suite® Universal 2013 13.0.15 RSUD6449 2016 -Nov -18 11:23:33 HT J PRCHIVES120161161<18BECK.rup v : Project Summary Entire House AIB 5 rnrc. Cee Bee Air Systems, Inc. 1232 Rock Springs Rd.,Apopka,FL32712Phone: 407-886.5960 Fax407-886-6326 Email: Blas@ceebeeair.comWeb: owaw.CeeBeeAir.com 0 0 0 For: BECKER RESIDENCE PALMETTOAVE, SANFORD, FL Notes: Job: Date: 11-18-16 By: Sam1,1111no e Weather. Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 94 OF Inside db 70 °F Inside db 75 'F Design TD 28 OF Design TD 19 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 17325 Btuh Structure 15333 Btuh Ducts 4147 Btuh Ducts 6440 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21472 Btuh Use manufacturer's data n Rate/swing multiplier Equipment load 0.99 Infiltration sensible 21490 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityTight Fireplaces 0 Structure 1621 Btuh Ducts 1309 Btuh Heating Cooling Central vent (0 cfm) 0 Btuh Area (ftJ 1364 1364 Equipment latent load 2931 Btuh Volume (ft')I 15020 15020 Air changes/hour 0.16 0.08 Equipment total load 24420 Btuh Equiv. AVF (cfm) 40 20 Req. total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 0 HSPF Efficiency 0 SEER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 SokYrtalk values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2016 -Nov -18 11:23:24 wrightsoft° RighFSuile® Universal 2013 13.0.15 RSU06449 AC01 ZARIGHTJARCHNES12016N6K18BECK.rup Calc =MJB Front Door faces: E Pagel Component Constructions Job: J. ,.;, v Date: 11-18-16 Entire House By: AWIRS Inic. Cee Bee Air Systems, Inc, Srrvi,,,4 Ce -1 Fl"ndn Sm" 19,'6.' - 1232 Rock Springs Rd.,Apopka, FL32712 Phone: 407-886-5960 Fax: 407-886-6326 Enmil:cbas@ceebeeair.com Web: wwwCeeBeeAir.mm For. BECKER RESIDENCE PALMETTOAVE, SANFORD, FL Walls 13AB-Ofcs: Blk wall, stucco ext, 8" thk, vermiculite core, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood firm, 16" o.c. stud n 460 0.183 17.8 5.14 2364 Location: 1905 Indoor: Heating Cooling Orlando IntIAP, FL, US 1159 Indoor temperature (°F) 70 75 Elevation: 105 ft 17.8 Design TD (°F) 28 19 Latitude: 28°N w 320 Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 23.4 45.8 Dry bulb (°F) 42 94 Infiltration: 4.14 5652 Daily range (°F) - 17 ( M } Method Simplified 530 Wet bulb (°F) - 77 Construction quality Tight 0 Wind speed (mph) 15.0 7.5 Fireplaces 0 w 42 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain 10.7 449 f? BtuhRP-'F fN-'F/HWh etuw Btuh Bbjvftl Btuh Walls 13AB-Ofcs: Blk wall, stucco ext, 8" thk, vermiculite core, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 2"x4" wood firm, 16" o.c. stud n 460 0.183 17.8 5.14 2364 4.14 1905 e 225 0.183 17.8 5.14 1159 4.14 934 s 359 0.183 17.8 5.14 1845 4.14 1487 w 320 0.183 17.8 5.14 1644 4.14 1325 all 1364 0.183 17.8 5.14 7012 4.14 5652 207 0.091 13.0 2.56 530 1.53 318 Windows 1 OD -f: 2 glazing, dr low -e outr, air gas, insulated fiberglass frm mat, n dr innr, 1/4" gap, 1/4" thk; 50% blinds 45', light; 50% outdoor insect screen; 10 ft overhang (7 ft window ht, 2 ft sep.); 6.67 ft head ht 4A5-2ov: 2 glazing, dr low -e outr, air gas, insulated vinyl frm mat, dr innr, 1/4" gap, 1/4" thk; 50% blinds 45°, light; 50% outdoor insect screen; 6.67 ft head ht 4A5-2ov: 2 glazing, dr low -e outr, air gas, insulated vinyl frm mat, dr innr, 1/4" gap, 1/4" thk; 50% blinds dosed, light; 50% outdoor insect screen; 6.67 ft head ht 10D -f: 2 glazing, dr low -e outr, air gas, insulated fiberglass frm mat, dr innr, 1/4" gap, 1/4" thk; 50% outdoor insect screen; 10 ft overhang 7 ft window ht, 2 ft sep.); 6.67 ft head ht Doors 11.10: Door, mtl fbrgI type 11 DO: Door, wd sc type Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 veil ins, 1/2" gypsum board intfnsh 42 0.420 0 11.8 496 7.95 334 n 15 0.470 0 13.2 198 12.1 181 e 15 0.470 0 13.2 198 29.8 447 w 30 0.470 0 13.2 396 29.8 895 all 60 0.470 0 13.2 792 25.4 1523 n 9 0.470 0 13.2 119 11.8 106 s 6 0.470 0 13.2 79 13.1 79 all 15 0.470 0 13.2 198 12.3 185 w 42 0.420 0 11.8 496 10.7 449 e 21 0.600 6.3 16.9 354 19.0 400 n 21 0.390 0 11.0 230 12.4 260 775 0.032 30.0 0.90 697 1.77 1370 628 0.032 30.0 0.90 564 1.45 909 ali 1402 0.032 30.0 0.90 1261 1.62 2279 wrightsoft' Right -Suite® universal 2013 13,0:? 5 RS006449 2016 -Nov -18 11:2324 Page 1 acct% Z:'J2IGHTJARCHIVES\2016N6K18BECKxup Calc=MJB Front Dooriaws: E Floors 22A-tpm: Bg floor, heavy dry or light damp soil, on grade depth 142 1.180 0 33.2 4722 2016 -Nov -18 11:23:24 Wi'19 9tSOft° Right-Suite®Universal 2013t3.C.f5RSt706449 Paget ACCK Z:VtIGHTJARCHNES\2016U6Kl8BECK.rup Calc=MJB FrontGoorfaces: E Load Short Form Job: Date: 11-18-16 4 Entire House By: AIR , s . INC. Cee Bee Air Systems, Inc. Sing tr .a Vhald. Si— 1916! 1232 Rock Springs Rd.,Apopka, FL 32712 Phone: r s k 4 t quawnProectInformation3;+r. ' ay k qx, - e s.,...,4^. , «r:4. For BECKER RESIDENCE PALMETTOAVE, SANFORD, HEATING EQUIPMENT Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 0 HSPF 0 Btuh @ 47°F 0 OF 1000 cfm 0.047 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Trade Cond Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual airflow Air flow factor Static pressure Load sensible heat ratio jeWal i 0 Btuh 0 Btuh 0 Btuh 1000 cfm 0.046 cfm/Btuh 0 in H2O 0.88 329 ROOM NAME Area ft2) Htg load Btuh) Clg load Btuh) HtgAVF cfm) CIgAVF cfm) MAST BED 218 4079 4804 190 221 FAMILY 329 5761 5366 268 246 MAST WIC 60 1267 731 59 34 MAST BATH 134 876 803 41 37 KITCHEN 137 1856 2908 86 134 DINING 193 694 842 32 39 BATH 47 810 589 38 27 LAUNDRY 47 1481 1935 69 89 FOYER 53 0 0 0 0 nrzr1l 1AQ An A7 3 -MC n4n JI NJ 'r- 1V 1/4 Soldtalia values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed wri htsoft' 2016 -Nov -1811:2124 Right -Suits® Universal 2013 ? 3.0.? 5 RSU06449 Page 1 ACCP Z,.WIGHTJARCHNES12016116K?BBECK.rup Calc=MJB FrontDoorfaoes: E Entire House d 1364 21472 21773 1000 1000 Other equip loads 0 1 0 Equip. @ 0.99 RSM 21490 Latent cooling 2931 T()TAIS 9'ZrA 7.1 A-7) 11A A')A Annn 44"4v IIJUU Il E/W Boid/tafir valves have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. WiI1t5Oft' 2016 -Nov -1811:23:24 l 9 Right -Suite® Universal 2013 13 :: .`. R+3UG6449 Page 2 XCK Z:\RIGHTJARCHNES\2016116Ki6BECK.rup Calc=MJ6 Frcr)!Doc+faw.:. E P:% J S, S w 0 F.", p 0 B 6) G s If r 2 Cy 3, - n'w: W,,,,W. RusswooLl IIE- CUSICIIIER: CEN I RHI R OL -111H 1i:13 NAME BFCK--R RESTPENCE DR- ,,-,3,'20 1,3 JOR NO.: 23 t, EUILDE.RS WFIRNING:, TS . FI -0i; -T 7sf OP PLHCF-11Ffl!T OF c L 'P, I IDN RND CJ IPll [..R I T--NFDR2:-f'.."(,HMD PERMFINDIT'; FfvG U 11HRY F R RIfJ S., F 1 SFi r.AC,H IPU 3HEE MER 0F 7 PO R ES CONFIGUPH: JG,3-I W ' MU R_?ICIIRIHS6 "Ni Fil. TEF,T`:Oh f -I RFjD , j j7,. 7 E , rZ:jS, ML l 1FP RHE I INT r'iE,VRN;--E BY OUR ENGTNHRINF D EP A Rl I ME. N I EiRF;KCafJRGE WIIA NOI BF I EP UNLESS CU -1,vITFr R iiO DEP'iFITMENT RP-Rcv..S THEM lil . HLL LHNS RPE W I 0 z3CP-.LE . t 110 F)F,RLE AW PI-RINS, IF DIHENSTONS FIRE M[SSTIG OR RPt UNC plH:, plJ- 7R_L THE OFF -j-, TO GET 711E WIND SF -HU: i40 MPH "NC— EVI.Er obe i I-, 31"WN by: P -CH: 1 .25" 0.ERH9WC3: OUFIRE wFf- HET -IH I f,:;! -P" ON EX-EPICP Wri—S EELS STLLICEJ OR 5071 /=off I r— & C9 0 V-. < QD F-- 1- lor i c1c, 1-0 TrC.n 1 i Va I je Set : 13B ri- Pf'ert ve 6/1/2013) x`4 SP #2a, chord 2 Bot chord M SP #2 :B2 2.6 SP SS Dense: Webs 2x4 SP #3 :W2 2x4 SP #2: Lumber value -set -13B- jses design. Yah -es approved 1,--,MM13CA SC a' Cord i nuous latero I - est r -o i r) equa I : y spaced on member,. Bottom chard ohecKed For 10,00 psF ive. loud. alcuated vertical deflection is 0. 49- due to I i ve I ood and 0.74" d. --,e to deadl 1 ocid at X = 11f -?-1. KI 2..I i 34•:{" C'.25 tib Lit— V 1Y J L.JiT LIU: 1110 mph w!nc, 15.00 f'' neon hqt, RSCE ?-10, bldg, not located w! in .50 t rrbrn roof' ed. -,e, RI'SK CRT IT: EYfB, wind IC UL - 4.2 0sF, wind BC DL=' -.D psi". Wind loads Grid reaclions bored on MWFR9 wj*1 c-.Hdl- onci C&C member desion. End verticals Picl exposed to wind pressure. lox jT VERT DE L: [-L: 0.49" DL: 0.74". See Jetaj; DEFLCAM61014 for., comber p ec om Y, e n J a i a r. s . Provide Pc - o J eq. u r-, I a d - a i rio 9 e of -ooF Def ec t i a n meets L /3F0; live: and 1 /240 Toln: load. Creep incrense Foofor For de,-,,c.i load is 1-50. Truss mus-, be installed os Eirlown with -op chord up. R;,!--731 i.J-1604 W= -•-S( -,, d Surface) R-1373# J-162# W-3-8 Rigid S,,rfoe) JF T JIG 34'5-6 RIGH lIG = 34'4"12 D S C SED = 90702 PLT, TYP-irfAVE LIESiGN r,qir-'r8CM REV[PI-2007 F[/RT-20XWXI/ U(0) QTY= -1 T 0 T q L= 21 KV, 16.01.000.03 S CM, E kwo — Rus OD WiRRNINGI** KL NOTES ON--T-H-1T-5-R-FW-1-NGl IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, d Refer to .,,d d I.., F Kiii rs,, l d; 9 p IN —d WTCM F., ..r."j i. P-7.7—ig ... ... BCS1. h— . ' h d,.,,,d d' Ir MGIC Lp.-!u t—t—, f .b. B3, h.h— b, I S7 B19 a. It, be ; I— III, . d. f '.9b,' '1:, --.— p Tai --q—, ."'i , ,,- : , I ., 9--'e P 9, this p.q. 1.1. d-119, 1,,Id!..1 .. .... pl.— f, p—p—,cm.] Ii ij WV far the h.—, Th. I I t j .1d — r thi. d -1,,,q 1h. P the 0u,ld p., ANSI/TPI 1 S0 For R,ora :nfarmat, onsee fhi ld . 9--1 P.q —d TC :- L 2 D REF IC DL 0.3 S DPIJ E 11 29 2016 1t DL 10 0 C) S. DRWG c 0 00st EZ T 0 LD. ..._/.._.. 10 0 r7, s. LEN. 340400 orida 327833620BobbiL— - Tit—W., F] Ph: (321)-3&3-0366 Fax: (321)-3&3-0362 D U F*? FAC 1 .25 0 B # : 233 i - BALINGP24 0 !TYPEYPE M 0 N 3 c) I-, ',;-.;;.:''/.; .;erTTnal I- I.:ir ci 1.-0nTrcc,T !t;It- ,.;'`,! < i-: j.:.Nt,-.. ,f Value Set: s3B (ErPect ve G/_/2013- Top chord 2x4 SP #2Botchord2x4SP #2• Webs 2x4 SF #3 Lumber value se" "13B" cases :desi qn •,cal ues approved 1/30/2013. by HL SC Oef'lec":ion Meef's 2/360 live and L/24O Ictal load. Creep increose Foctor For, decd ood is 1.50. HIS OWL; PPl.piipL:.:) t31' 'I+L: I,t.P1Nii: JCS (:E>R,N(_k PROUD,. f 'F?CM --ROSS M-R'S I.fIY CiUT 140 mph wand, 15.00 Ft mean halt, ASCE -10, CLOSED bldg; Located anywhere in roc'r',' RI6K CHT+.I, EXP B, :.rind TC DL-r?.2 psf wind BC ft --5.0 psf'. GCpi( Wind loads and reactions ba..ed on MWFRS wi''h odd tionai CSC ^emben desian End verticals not excosed to wind pressure. Bottom chord checked For10.00 psF non -concur rent live iocd. Tr•i.,ss mus': be :!.stol ied as shown with ':op chord R=B17# U-5744# !v'. -3"B Rigid 3ur4'coe) R -E17# J-59!3 4i'.m3^B R I a i d ,;rfocel T JIG = 12'6•'11 RIGHT JI% = 12' L E SC . = C2 SFQ — .0-1_75 PLT, TYP.-WRVE UES:uNCRIT-PK2MuRE5/'1Pl-2UO:PT'!RT-"20,'((0X1/0(0) QTY= 5 TOTAL= 5 REV, 16. 01.00B.03.FDCFEE =0.5000 WPRNINGI** REPO AND FOL.OW ALL NOTES N THIS ' RRk N ! TC LL 20. C) REFIMPORTANT** FURNISH THIS ORPWING TO RLL CONTRACTORS INCLUDING THE INSTALLERS, lr•sae. r•eavir. xt •an •e :n Fodr ,aciir,gr handllnc olny, ineral!inG `nd trvec: nth, Re For to nr?d . e r .e oar s:v •• +. Fc lrw ihw !etaat ad,'i!an pF BCS! (Bo,id!ny Cenpnneni SoF.i y SnFcrnct,pn. Dy TPI pnd iiT;,R, For safwty ) DL JrJ. 11'2J-2016 r!cr r. Form!n 'hes. ('unc'lom. ! t ,ler- hall rov!de ten c-ar braa:n BCS-. praot Icee p to P 9 m o' P P y 9 ser_..___..__......_......._.....—......_........__....._..._..___..___. _ Jr:iass :-.rted „i herwr rswr top chord shn11 neves propnri;; aitrrhed a ci of ehwoth!n` and bnT ten r.3'arn DR FE uss ®®D shin pr:>perlycached r !d_a i!ng. Goocr Tone •Hewn ! r"pery >nr WTer••'I res rro,nt eF u•:oe; 8C ._L i0S* DWShal! haves Drca!r. -i 't: - no!1.. 4 In:. of l.d pwr'9c^: 'n.. nes BS, BI r Cj!0, of rr..aa orA pca,i ion ac ahewr, oScvo ant pn'iho ,olnT Uoict !a, pn.e. ncYep oi.+ w ao. RwF.r t„ draw,-•ga Isra-<. p„r r,;a::dara p,arw pall:ana. SC i_. L.. ODS'. EZ oDbi Taro-Titvsv0lo. Florida -32783 I.i_i Sul d!ny Canpprrenta Uro:.p Inc. anal: not be resppona ih ie !ar any dev!ctlpn prop I, lef drove iny, ....._..._....__.................._._......._...................................__._............. 313206 ny Fo:=ure io bu:lo tl,e #:•use ucnFa:nunoe wit., NS7/TI c: Far bund: ,ry shiwp' ,I ns'o.: ru t: orir. : rrv. __.. t .... trpa,nR aF ;r„aaew. TOT. LD. ........., i:i7 ,, O/A LEN. .120HOO R .ani on ihta tlrau!n ar cavar i!at!n tn!. ci—,n > Intl, ant...c • tante of raF..a!onpiPh: (321)-383-036'6 °Y Pag• 9 . a P P -.--_ ._ '- angtnsar;ng n..ponU 6,Il.y aa44y Par tM daa!gn anon. Th. w,tati !!ty oM u** at ?h!s dro!ng I; G 2 3(j{ Fax: (321)-383-0362 ear any .r cast... 1. tha n..pona,D: i:ry aF th. Bwl1ding g..!gnv p.r AN9I/TPI I gro.2, OU t . F RC . I . 2' JOfs 3,. For :• re .tion a thi. rob . general notes ppye and thele we .!taa: ,'"T 17RBCU: w t_to o T(PT: w e.ip-.1-9; w7cfl' . :ndusstry.aum: 1c, org SPACING 241.0•• r'lDNDTYPE n L " 1 1- 1 or: (Ir-, i -,cm I r(,,- I r.. ," I " t -. r< < r< "_ o t: 13B 'EPFectdv2 6/1/201--) clho,-d 2x9 13P #2 Bol char -d 2T4 SP 1'-2 Webs 2,4 SP #3 I 3B I' R_ umbc,- vc 1,,_ 7,c;t uses Jesign volues approvcd 1/2 LSC Def lection meets L/360 i i ve and L/240 I oto I mead- Cr,eep I ner,ense Foc-of, For- dead. 0 o S I . 56. Rigid 0.25 1 _ I . li -NL UM.Ir HUM H Mt N ! Lily Utl Iflibil'wl.. BY R, l JUB ULS, 140 mpF wand, 15.00 Pt mean hqt ASCE 7-10, CLOSED bldo, Located or.-ywheFe in T irocr, RISK CRT EXP B, nd T[L=42I .2 psF, wind BC D1- 5.0 c)sf'. GCp: (-/ -) -3. lEl Wind 1 onds and reac i I ons bospd o- rlWFRS w i add; onn I C&C member des I End vert icols not exposed to wind oress"e Bot'om chord checked For 10.00 psF' no— concur,r-en- live .-DInd. Truss must be irstol led as, shown with op chor,d R -G 174 Ij-59# W- Rigid -rf'o.ej JIG = 12'7-12 RIGHT JIG = 1.2'7 S C3 SEC = 90708 PLT. TYP.-WAVE DES..;N 0(0) QTY= `4 TOT.ql—= L4 R E V , 16 . 0 1 . COB . 0:31 SCFL-1 E =0 . 5D00 iRLULsks'WOOD11- 1nhr.11 WPRNINGI** REPO AND FOL: LOW PLL NOTES ON THIS ORPWINGI IMPORTqNT*e FURNISH THIS :RPWINO TO PLL CONTRRCTORS INCLUDING THE INSTPLLERS. inc •nd dl.w..' r 6- M l ldi,q (-p f.,- S,, ei,, . P,F-" .,,, tb d p— '.9 _ _ I b_ . eafVvUp. J, I r, I I n"tn" and b.941— 2— — b. 0, n 2b . q 2 2'. drt 1. p I I I pf b. I f—r, qb. pd";"troaa jp" t, PNS TP I I tns.n on TC LL 2n . Ops. I C DL 20.00s., BC 0.3 D 50 Ons:' REF qATE . .......... .. !1-29-2DIG DRWG EZ LEN. J 20qOO 3620 Bbbi 1— -Titusville, F] —d - 32783 Ph: (T2])-383-0366 Fax: (321)-393-0362 I,—, P." Ir,q ..... 8, lr d;.., .. .... pt.m. p P,.r ... 1.1-1 na —p— I b I It 1. 1 W for th. 0 ... Fjn 1, .1 b I 'd — r 1—t— I. !h._ -p .. ItIt. I I IV f Ih. 0,,. Id' -'g, 1*1. 11 AN "TP, , S-2, T..O.T _01/A DUR F A 1 2 55 JUL, # ' 23 3 L4 7 1 SP PC I NJ G 24 . D TYPE F, —d 11— ..1, tee: w;cI,MONO1'BCG; __ lc9 1 b K< 117 t.,'en f f o I F I or i do (., c) t Value Set: 13B '%Ef`Fective 6/l/2013) chord 2x4 SP #2 Bop, Nord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/201"' bj HLSC a' Continuous loterol .,estroint equal.,4 spaced on member. Bottom chord checked f"'o—, 10.00 esf- non concurrent ive load. Truss must be installed as shown with top chord up. Uwl3. :11'EF1.1141:0 BY Fq,.IINI:: JU!? l'tWW',Hr! rNUM M?N t L"ItAll q0ph ind, M )5.00 P? )eon h -SCE 7-10, PRRT._FNC 'bldg Located on_where in rocl",* RISK CRT 11, EXP B, Dl_ 4.2 ps, , wind BC DL -5.15 PEP. Gcp:(+/ )-0.55 Wind loads and r, -.ac 41 ions bored an Moir RS with odd. * i onD : C&C member des i qn. End verticals nct exp --sed to wind pressure. Mo. JT VERT DEFL: LL: 0.06- DL: See detail DEFLCAM.610i4 For comber reco,)nendo ions. Pro—de Far odecuote drainGge of' rooP. DePlectio, meets I/360 live and /2440 ond. Creep increase Factor For, deod load is 1.50, R-392TI [.1-200# W -3-S Rigid SL,P.ca R-992Il U -2024-r W-3-8 Rigid ^'..c; E T JIG - 20 0 6 RIGHT 19' 11 "12 DIESIC, CH sro 90699 PLT, TYP.-WAVE DESIGN CR1i-BC2G!URE5/lP1-2007 P71R7-20X(0X)1 0(0) QTY= 5 TDTqz = 5 R=V, 16 0 1 . OOB. 03 1 SCFP— E 0 , 337 50 ift usswoojb' 9*WRRN PUY_90' FOLLOW RLL NOTES ON THIS ORPWING1 IMPORTPNT*o FURNISH rTHIS DRRWING TO PILL CONTIRRCTORS INCLUDING THE INSTALLERS. d, .P SC;T 'F,t ld-9 -p?- S , SP- 1--h :.heseBC1a' rued ", I j —d b,,11— r- N ahem' -hal F -",P"" % L.c.1 — Fhall ho,- pl.p;y 1-1d h- P. h.1 I h..,. b, .0 1 '1".. .93, 1 .1 Pd ;% 'h. PP -9, 1 brae Qg a asTOT.LD. p.q. .. .... pt.".. of..'- I en 11— 1 hq -p- I b I I ij I . I V r., the d.., yr, ho- Th. - - t.b I i and — r this dlu I nq P- , I" I V f the But WIr,q 13-97— P., AN I/TPI I S-2, F— j.1, .,,,J 11— -b I ter; P .,CH; ....ears org TC L L 20.0-ps- 20 0-ps" IC DL r S C D L 10 OQSI 0 3'o S 50 On z REF 2S 2016 DRWG EZ LEN. 191000r3620BobbiL - Tit -W.. I'll -id- 3278 Ph: (321)-383-036E3 Rax: (321)-383-0362 11 1 - -1DUR. f A' 2333 47 ISPAC I N 24 0 +1 L PL ........ Jo01 Gil : 233 otr,p:--,- _. . TRUSSWOOD 36 ,0 Tit-u,sville, Fl 32"183 0366 1t : 1'l:Cess: 23'01 ; PALMETTO',A`Ji SUPPORT 7 ''ORT JOB DF.,..._;.RTP'IT = C : 2 ,-3A? V,,!T;`ID CGDi,: A.v_ U VVII`1I IPI -I. V TL.ii" T1:E. I" U s S TRUSS SUPPORT SUPP(ORT BEAR- - F I T4 G' B E.A RI N G' REACT. REACT. t,,.AX W -IN7 D D E S_. SPAN ft SIZE n . TYPE X L,O_ .. _.. Y..' L, J _ , ....._ . T I A X . + T'LA X . . U P :..:E' T , . l., .. t z'11.7107 J4 A L.I .., l.000 i _S 6 U r 042 1.0.667 Z. 2.33 5. WAI:I, vJ U r ; . o l L 1 2 33 c_ 0 vA II I, 10 r1 E a 1. 2 33 5 0 vd A.I_: L., 0 .000 6 r; ? 617 J 1. 2 3 ?. 3. 5 0 T•t' AI..: L, 1. 0 4 2 1. (,'I . 6 u 7 e, 17 g Q 2 3 7 1 „, . r, F;. c i 0 !0 1 98 z I I den.Ctes c. correcti.on calculated J`>' the Lc.,7o ItpYOgr.-Im F?e: e1.' to t.1;e .:_;..pi.ne EL; cwa.r..e ;a.tr::..c fora. _ --nT:l.ete _l.._,_. of ..,_..rec:tio~_s. 100.14 m w DIRT d Q 4 . d' ti DRIVE WAY Q WIDTH VARIES 100.20 m I DIRECTION OF WATER DRAINAGE I 3 W4 NEW 1 STORY SINGLE Ia 111.72' REAS 19- CONC. I= SL Q THE FAITH'S. 112' DESC SETBACK v RE -LOCATED STORAGE SHED. 70 35.0' LOT 26 PLS 01200 168.01' MEAS 168' PLAT CTIO 10.5' d Q 4 . SETBACK I ER DR I DIRECTION OF WATER DRAINAGE I W4 NEW 1 STORY SINGLE Ia FAMILX.L2 SIDENCE FOR19- CONC. I= SL Q THE FAITH'S. DRIVEWAY I I'O a_D' PROPOSED HOUSE P4.0' F.F,E, 101.20 LOT 26 PLS 01200 168.01' MEAS 168' PLAT CTIO OF d Q 4 . d ER DR AINAGE CONC. x DRIVEWAY Ua dnq wH - w a d FND 11" IR NO 08413' 15' MEA 4 m 5' EW 2' CURB 6 90.44 m DIRECTION OF WATER DRAINAGE I 1 1 I I I I I 10.5' SETBACK i CONC. SLAB I I I I I I I I I I I I DIRECTION OF WATER DRAINAGE I I I I i I I I I 1 I I I I DIRECTIONWATERDRAINAGE I I I i I I I i I I I 1 112' DESC RECORD COPY SWALE SECTI N ALONG SIDE PROPERTY LINE APPROVED PLANS EN,Ca. DEPT k?— 12-' 16 Ok to construct single family home with minimum 25' front yard setback and side and rear setbacks as shown on plan. Per variance approved on January 30, 2016. One 4" caliper canopy tree required in front yard. 12/07/2016 CITY OF SANFORD COMMENTS BM 1100.00)m F / r ENG. L I. PALMETTO AVENUE 50' R/W 99,33 m CENTERLINE SITE PLAN & DRAINAGE 0-1 ti r AIR5C IPV C. Srrcinc !'.::rrr:r Ftr,,,iri 57nce 1q'S Duct System Summary Entire House Cee Bee Air Systems, Inc. RECORD COPY Job: Date: 11-18-16 By: 1232 Rock SpdngsRd.,Apopk-a,FL32712 Phone: 1 ./ @oe - M34, F . i 1 iProectlnfrmat>ion z+x< t4 Y PALMETTO AVE, SANFORD, FL Ad -b 7 r}' .>Supply'BranchDetailTable O,,,.... Name Heating Cooling. External static pressure 0 in 1-120 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply I return available pressure 0.000 ! 0.000 in H2O 0.000 ! 0.000 in H2O Lowest friction rate 0 inl100ft 0 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length (TEL) Ox 0 VIFx 222 ft 7 r}' .>Supply'BranchDetailTable O,,,.... Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH h 589 38 27 0 5.0 Ox 0 VIFx 17.7 95.0 DEN h 379. 15 21.6 174 0 0 Ox 0 VIFx 21.1 95.0 DINING C 842 32 39 0-. 6.0' 0x:0 VIFx 26.5 115.0 st1 FAMILY h 2683 134 123 0. 7.0 0x0 VIFx 24.6 115.0 st1 FAMILY -A h 2683 134 123 0' 7.0:. 0x'0 VIFx 25.0 115.0 st1 Kr[CHEN c 2908 86 134 0. 7.0 0x0 VIFx 23.2 115.0 st1 LAUNDRY c 1935 69 89 0. 5.0 Ox 0 V_lFx 6.3 95..0 MAST BATH h 803 41 37 0 5.0 Oxo VIFx 13.5 95.0 MASTEIED c 4804 190 221 0 8.0 0x 0 VIFx 19.`1 95.0 MASTW:C h 731 59 34 0 4.0 OxO VIFX 7.8 95.0 3. ' ' f' 'k 9s- PAY Iro . Su I Trunk Da; vw- abie `, Name Trunk Type, F tg cfm) Clg cfm) Design FR Veloc fpm) Diam in)- H x W in) Duct Material Trunk SO Peak AVF 387 419 0 533 f2 0 0 'x 0 VinlFlx aokt*aNc values have been manuatly overridden 2016 -Novi& 1123:2477wrigh'tsoft'" RigntSuite® LlOjersal 201313.0.15 RSUD6"!3 Page 1 ACCN Z\F<IGHTJANCHNES12016 16K113BECKlup .Calc=MJB. Front Door fares: E. 0— T1+3'A' r a .,sv :."?Xa :. J k5. rv. •er a +.i nw . .eY,.# - "C ' SS. Return BranehDeta>II Table 1IT jN,t1'' ..s i.t Tm . h"` d ...a. _. '?s t "...fi.. ?4, `sR n+ '-` , BokWakc values have been monuatly overridden W1"1 1't51DTt" 2016 -Nov -1811:2314 Right-Suite(D Universal 2013 13A 1.` RSU06419 Page 2 ACCh Z!Olr Fil-JARCHIVES 201Gd6K18EECK.rup Calc-MJB Ronl Door fao=a E Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist duct Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Matl Trunk rb1 Oxo 355 380 65;6 0 484 120 Ox 0 VIFx rb3 Ox 0 322 330'' 80.3 0' 605 10.0 Ox 0 VIFx rb2 Oxo 3231 290 77:6 0 731' 9.0'' Ox` 0' VIFx BokWakc values have been monuatly overridden W1"1 1't51DTt" 2016 -Nov -1811:2314 Right-Suite(D Universal 2013 13A 1.` RSU06419 Page 2 ACCh Z!Olr Fil-JARCHIVES 201Gd6K18EECK.rup Calc-MJB Ronl Door fao=a E Job #: Performed for: BECKER RESIDENCE PALMETTO AVE SANFORD, EL Lee Bee gr Systems, Inc. 1232 Roc'?. Springs Rd. Apopka. i'L 32712 Phr_r:e 407-3?6-5960 Fax: 407-886-6326 vww. Air. coin coal cceebeeait. com Scale: 1 : 80 Page 1 Right -State® Universal 2013 13.0:15 R SU 06449 2016 -Nov -18 11:23;33 HT J ARCHIVES201M16K18BECK.n:p J. RECORD COPY P"toject Summary Job: - Date: 11-18-16 Entire House By: AIR Cee Bee Air Systems, Inc:. 1232 P.ockSpnn9sRd.Apopka, FL32712 Phone: 407-886-5960 Fa'X407.e86-6326 Email: cbas@oeebeeair.mmWeb:wwwceeHeepi.com Weather. Orlando Intl AP, FL, U.S Winter Design Conditions Summer Design Conditions Outside db 42 r Outside db 94 'F Inside db '70 *F- Inside db 75 "F Design TD 28 *F Design TD 19 'F Daily range M Relative humidity 50 0/0 Moisture difference 46 gr/lb Heating Summary Structure 17325 Btuh Ducts 4147 Btuh Central vent (0 cfm) 0' Pfuh Humidification 0 Btuh piping 0 Btuh Equipment load 21472 Btuh Infiltration Trade Btuh Method Simplified Structure Construction quality AHRI ref Tight Fireplaces Btuh 0 Efficiency Heating input Heating 0UtpLLt Tempe'rature'rise, Actual air flow Air flow factor, Static pressure. Space thermostat 0 HSPF 0 Btuh @47?F 0 'F 1000 cfm 0,047 cfm/Btuh 0 in H2O Sensible Cooling Equipment Load Sizing Structure Heating Cooling Area (ft') 1364 1364 Volume (ftp} 15020 15020 Air changes/hour 6.16 0.08 Equiv.,AVF (c -fm) 40 20 Heating Equipment Summary Make Trade Btuh Latent, Cooling Equipment Load Model Structure 1621 AHRI ref Ducts 1309 Efficiency Heating input Heating 0UtpLLt Tempe'rature'rise, Actual air flow Air flow factor, Static pressure. Space thermostat 0 HSPF 0 Btuh @47?F 0 'F 1000 cfm 0,047 cfm/Btuh 0 in H2O Sensible Cooling Equipment Load Sizing Structure 15333 Btuh Ducts 6440 Btuh Centraldritral vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturees data n ratio 0.88 Rate/swing.multiEmultiplier Equipment sensible load 0. 99 21490 Btuh Latent, Cooling Equipment Load Sizing Structure 1621 Btuh Ducts 1309 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load, 1 2931 Btuh Equipment total load 24420 Btuh Req. total capacity at 0.70 SHR 2-6 ton Cooling.Equi'pment Summary 0 SEER 0 Btuh 0 Btuh 0 Btuh 1000 cfm 0.046.cfm1Btuh 0 in H2O ratio 0.88 BOAO&ajkvalues have been manually ovefeddon Calculations approved by ACCA to meet all requirements of Manual J 8th Ed Ill.. 2016 -Nov -18 11:23:24wrightsoft" Right.S.it.0 Universal 2013 13.0:15 RSU06"9 Z.%RIGHTJARCHrvESQki016116Kl8BECK.rup Calc=,lie Froril Door faces-, E Page 11 Component Constructions Date: 11-18=16 Entire, House By AIR sL tivc: Cee Bee, Air Systems,Inc, 1232Rock Slavin gsRd'.,Apopla;FL32712Phone: 407-886-5960,Fax 407666.6326 Email:cbas@ceebeeair.comVdeb:wwwCeceeeAiroom MOM11t^YriEF 0.091 13.0 2.56 530 1.53 Location: 42' 0.420 Indoor; Heating CoolingOrlandoIntlAP, FL, US 334 29.8 Indoor ternperature (6F); 70 75 - Elevation:" 1"05. ft 0 13.2 Design TD ('F) 28 19 Latitude: 28`N 60: 0.470 Relative humidity (%} 50 50 Outdoor: Heating Cooling n Moisture difference (gr/lb) 23.4 45.8 D bulb F F; 119 11.8 Infiltration: 6 6 Dalyrange - 17 0` M) Method . Simplified 79 Wet bulb (°F) - 77 0.470 Construction quality Tight 198 Wind speed (mph) 15.0 7.5 w Fireplaces 0 0 Construction descriptions' 496 Or Area. U=value Insul R Htg HTM Loss Clg HTM Gain tr- Eit-N -'F "-.'F,SWh ehArAl aiuh MUNI,., atuh Walls 13AR-Ofcs: 61k wall, stucco ext, 8" thk vermiculite core; 1/2" gypsum n 460' 0.183 17.8 5.,4 2364 4.14 1905 board int fnsh e 225' 0 183 17.8' 5.14 1159 4.14 934 s 359 0.183 17.8 5.14 1845 4.14 1487 w 320' 0.1,83 17.8 5.14 1644 4.14 1325 all 1364 0.183 17.8 5.14 7012 4.14 5652 Partitions 12C-Osw. Frm wall, stucco ext, r-13 eav ins, 2'x4" wood frm, 16" o:.c stud Windows 1 OD -f` 2 glazing, dr low -e outr, air gas, insulated fiberglass frm mat, re dr inns; 114' gap, 1/4' thk; 50%u blinds. 45', light;, 50% outdoor insect. screen; 10 ft overhang (7 k window hi, 2 ft sep); 6.67 ft head ht 4A5-2ov: 2 glazing dr Icw-e outr; airgas, insulated vinyl firm mat, cir innr. 114" gap, 1t4" thk: 50%= blinds45.°, light; 50% outdoor insect screen; 6.67 Il head fit_ 4A5-2ov; 2 glazing, dr low -e outr, air gas, insulated vinyl frm mat, dr innr, 914" gap, 114" thk; `,i0% blinds dosed, light;, 50% outdoor insect screen, 6.67 ft head ht' 1 OD -E 2 glazing; dr low -e outr, air gas, insulated fiberglass frm mat, or innr, 114" gap, 114" ink; 50%0 outdoor insect screen, 10 ft overhang 7 ft window ht, 2' $ sep.); 6.67 ft head hf Doors 207 0.091 13.0 2.56 530 1.53 318 42' 0.420 0 11.8 496` 7.95 334 n 15 0.470 0 13.2 198 12.1 181 e 15 0.470 0 13.2- 198 29.8 447 w 30' 0.470 0 13.2 396 29:8 895 all 60: 0.470 0 112 792- 25;4 1523 n 9 0.470 0 13:2` 119 11.8 106 6 6 0.470 0` 13.2'` 79 13.1 79 all 15 0.470 0 13.2 198 12.3 185 w 42 0.420 0 11.8 496 103 449' 11 JO: Door, mtltbrgl type e 21 0.600 6-3 76.9 354 19.0 400 11 DO: Door, wd sc..type n 21 0.390 0 11:0 230 12:4 260 Ceilings 168-30ad: Attic ce4ing, asphalt shingles roof mat, r-30 cell ins, 112" 775 0.032 30.0 0:90 697 1.77 1370 gypsum board int fnsh 628 0.032 30,0 090 564 1.45 90.9 all 1402 0.032 30.0' 0.90 1261 1.62 2279 2016 -No* 181123:24 Wrlgi'9tSOft" Right-Sui:n Universa120.1 zt 6-r,S 7Fd49 Page Z'+RIGHTJARCHI ES',2016',16K196ECKrup.Calc=htl8. rcoc}.Lc.rr:1 c,.;rE Floors 22A-tpm; Bg hoar, heavy dry or light 'damp soil; on gradedepth 142 1,180 0 33.2 4722 0 0 2016 -Nov -t ii 11 X323 T Wi'19f1tS0 Right-Suite®.Ui iwersaf 201313.i1.f5 R•SL)UB449 Page t ACAZA Z:%RIGHT) ARC, HNES\201W6K183ECKrup..Calc=MJ8. FruntDaortaces:.E 0 Load Short Form Job: AW Date: 11-18-16 Entire House By: AIR 5 MS !NC• Cee Bee Air Systems, Inc. un;np C'rn«ef l7orlrLrJince,/fr76'r 1232 Rock Spdngs Rd.,Apopka, FIL 32712: Phone: 407-886-5960 407-886-6326 Emil* cbas@ceebeealr.com Web: www.CeeBeeAjr,00m rF S• "f <vs rs s x i v,,. . .-.ya Pro ect Informa#tlon µ ,-, --,y ter .,,7:.,z.: e •? ,:.fa4^i''„ i3.a i'iYx.. rW For ECK ER RESIDENCE PALMETTOAVE, SANFORD, HEATING EQUIPMENT Make Btuh 0 Trade 0 Btuh Model cfm 0. 046 AHRI ref 0 in H2O Efficiency 0 HSPF 5761 Heating input 268 246 Heating output 0 Btuh @ 47° F Temperature rise 6 T Actual air flow 1000 cfm Air flow factor 0.047 cfm/ Btuh Static pressure 0 in H2O Space thermostat 86 134 COOLING EQUIPMENT Make Trade Cond Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling; Actual airflow Air flow factor Static pressure Load sensible heat ratio 0 SEER 0 Btuh 0 Btuh 0 Btuh 1000 cfm 0.046 cfm/ Btuh 0 in H2O 0. 88 329 ROOM NAME Area ft2) Htg load Btuh)_ Clgload Btuh) Htg AVF cfm) Og AVF cfm) MAST BED 218 4079 4804 190 221 FAMILY 329 5761 5366 268 246 MAST WIC 60 1267 73'1 59 34 MAST BATH 134 876 803 41 37 KITCHEN 137 1856 2908 86 134 DINING 193 694 842 32 39 BATH 47 810 589 38 27 LAUNDRY 47 1481 1935 69 89 FOYER 53 0 0 0 0 DEN 148 4647 3795 216 174 BoWg alit values have been manually oveffhoktan Calculations approved byACCA to meet all requirements of Manual J 8th Ed 41L2016 -Nov -IB 11:23: 24 M`V. wrightsoft" RighFsuite,DUniversal20l3l3.0.IERSI_06444 Page 1 ACCA, Z.\R(,HTJARCHiVESQC)16116K,18BECKnsp Calc=M;I8 FrontDoortaces: Entire House d 1364 21472 21773 1000 1000 Other equip loads 0' 0 Equip. @ '_ 0.99 RSM 21490 Latent cooling 2931- TOTAI C- 9QCA 79A77 SoWa,iik as)vts have been rtanuahif u vrrrdden Calculations .approved 'byACCA. to meet alt requirements of Manual J`8th Ed AILwri fl'CSO 2016 -Nov -1811:2 3:24 Right SudeO Univeisai 2013 1.a 0, tS AGL',0)449 Page 2 ACC),, Z:IRIGHTJARCHIVES\20i6\i6KIIBECr,rup Ca.c=MJB Fruntrxtorfacas.rE - RECORD COPY City of Sanford Building and Fire Preventi®n Product Approval Specification -F ",,rm3 SKS"° 16-3141Permit #<pAR-( Project Location Address 2300 PALMETTO AVENUE, SANFORD, FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. REVISED FOR 2ND SUBMITTAL, COMMENTS DATED 01/03/20161i t t i 3 I L % a 3 1 1 1 1 L i t i 1 i 1 1 i % 4 i I Category / Subcategory Manufacturer W Product Description Florida Approval # include decimal) 1. Exterior Doors Swirl I _ SIDE GARAGE - SWING PLASTPRO Series N Fiber lass Door 15220.6 Sections .. VAL,U SE,Ri S 111QD l- 3 IN l OA LANAI/FAMILY -'SWING PLASTPRO Series N Fiberglass Door 15220.4 Automatic""" Other 2. Windows Single Hung PGT WinGuard Aluminum SH2O0 239.1 Horizontal Slider PGT WinGuard Aluminum HR210 242.1 Casement j Double Hun Fixed Awning Pass Through Projected Mullions . Wind Breaker Dual Action Other June 2014 I Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing I Wood Shakes and I Shingles I Roofina tiles BORAL ROOFING LLC VILLA 900 CEMENT TILE 601.17 r Roofing Insulation Waterproofing Built up roofing t odif ed, BitU e CERTAINT ED FLINTASTIC SA NailBase &SBS -SA Cap 2533.1 SYS W-50, PG 13 Systems W 1, ---Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane I Roofing E.P.S. Roof I Panels Loof Vents Other June 2014 2 r - 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 SIMPSON SEE DWGS 11473.12 Truss Plates En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST -CRETE USA, Inc. High Strength Concrete Lintels 158.1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature DOM FIOCCO, CENTRAL FLORIDA CONTRACTING LLC, CGC 059686 Applicant's Name Please Print) June 2014 3 Professions Alon. I!! 711M-115 T"N'311.10 W1410i; BCIS Homo Log I€i ! User Registration Hot Topics !, Submit Surcharge F Stats & Facts Publications FBC Staff' `j SCIS Site Map Unks Search oProduct Approval USER: Public User f rc durt Ap xo.ai NLenu > Product ai Apolk.ation Search Application List rc Search Criteria Code Version 2014 FL44 Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results - Applications FL#T e Manufacturer FL15220-R1 Revision Plastpro Inc. / Nanya Plastics Corp. History FL#: FL15220.1 Model: a. Smooth/Wood Grain/Rustic/Mahogany Series N Fiberglass Door Description: 6'8 "Non -Impact" Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) j Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies App€uved by t,BPR, Appr3vak by DBPR shall be reviewed and ,aUfi,.cl by the POC andro€ the Commission f iiecessary. E I Refine Search 15220.1 ALL ALL ALL ALL ALL ALL ALL Validated By I Status Ryan J. King, Approved RE. 813') 767-6555 R W BC R W Building Consultants,, Inc. Consulting and Cri-incering Servicesfor the Building Industry P.0 - Box 230 Valrico, FL 3-33595 f1hone813,659;9197 Florida Board,off'rormionni orAuthorization No, 9813 Product Sub Category Manufacturer Product Name Category Plastpro Inc. Smooth I Wood , Grain I White Wood Grain Exterior SwingingExterior Door MO W. Century Blvd. Rustic / Mahogany Dob rs Assemblies Los Angeles, GA 'A Series N Fiberglass. Door Phone 440.969.9773, Inswing/Outswing - "Non -Impact" Scope: Product Evaluation report issued by R W Building Consultants -Inc. &Lyndon, F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 61 G,20-3, Method 1 D of the State of Florida Product Approval,. Department of Business, & Profimional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building, Code (FBC) structural requirements includinq the "High Velocity Hurricane Zone". 2. Product, anchors shall be aslisted and, spaced -as. shown on, details. Anchor embedment, to base mate'ria, I shah be beyond wall dressing or stucco, 3. iWhen used in the "HVIHE", this product is required to be protected with an impact resistant covering that complies with, Section 1626 of the FBC. 4. When used inareas outside of the "IHVHZ`' requiring wind borne debris protection, thisproduct. is required to be protected With an impact resistant coverinq that complies with Section 1609.1.2 of the FBC. 5: For 2x stud framing construction, anchoring of these units shall be the same as that:shownfor 2x buck masonry construction. 6. Site conditions that deviate from the details of drawino FLA52201 require further engineering analysis by a licensed engineer or registered architect 7. Outswing corifiguratibris;rneet water infiltration requirements for "WHZ".. 8. Inswing configurations do not meet,the water infiltration requirements for the,"HVI-17'., Inswing units shall be installed only in non. habitable areas or at habitable locations; protected by an Overhang or canopy such that the angle between the edge of canopy or overhang.to, sill is less than 45 degrees. 9. See drawing FLA 5220.1 for size and design pressure limitations. Supporting Documents., 1. Test Report No. TEL 07-w0223-2 ETC 07-209-193010 ETC 08-209-20609.0 ETC 06-255-17412.0 ETC 05-255-16776.0 2. Miami -Dade NOA 10-1209.01 Test Standard TAS 202-94 ASTM D2843 -99i ASTM D635-98 ASTM D1929-96(2001), ASTM 0638-03 ASTM D2843-99, ASTM 1)635-98 ASTM D1929-96(2001), ASTM D638-03 ASTM E84-05 ASTM G26 -95..D2843-99, Q05-98, D1929-96(2001), D638-03 Materials Testing HP Polypropylene Testing Laboratory Signed b Testing Evaluation Lab.jnc: Wendell Haney, P.E. ETC Laboratories Ben Meunier ETC Laboratories ETC Laboratories ETC Laboratories L--.-- - Gurjinder'Dharni Joe Doldpri,RE. Joe Doldan, RE. Signed: & Sealed b Lyndon F. Schmidt, P.E. Signed; & Sealed by Lyndon F. Schmidt, RE. Lyndon F, Schmidt,'P.E. FL PE No. 43409 412412015 y in- piastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING WON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ'requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1604.1.2 of the FBC. 5, For 2x s-tud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that devrote from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ 8. Inswing configurations do not meet the water infiltration requirements for the "HVHZ'. Inswing units shall be installed only in non -habitable areas or at habitable locations Protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees, 37,50" MAA. OVERALL FRAME WIDTH 0 QVERAit TABLE Of CONTENTS SHEET Y DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel details and glazing detail 3 Honlzorooi cross sections 4vertical cross sections 5 Suck and frame- anchoring - 2X buck masonry construction 6 7 Frame ancho ng - t X buck masonry construction Bill of materials & camponents 37,50" MAA. OVERALL FRAME WIDTH 0 QVERAit OVERALL.,DESIGNGLASS: PRESS UkE (PSQj:: FRAM Da0. TYPED/MENSIQN DIMENSION OSITIVE NEGATIVE 37.5" X 81.6X' 20.50" X 62.75" GT 50,0 -50,0 DOOR PANEL 2 HO 2 35.75' MAX. DOOR -- PANEL WIDTH m 20.50" MAX n D.L.O. WIDTH I Q i`Y•. jD a n I i i i U O a 0 Z N C Z U p m C W8 L = 0 SEE V nn tm maaI z = HARDWARE CHART b$ — 1.22' a 0 i vZ 3`a: X 2 v LATCH ! HINGE STILE 49 Cellular pvc i 3 DOOR PANEL 4 t10R DATE 02/20/12 SCALE: N.T.S. owc. Br: JK CHK. BY: LFS BRWING NO.: FL- 15220.1 SHEET 2 OF 7 m n o m i`Y•. jD a n O a 0 Z N C Z U p m C W8uZo V nn tm maaI s4 6 i vZ 3`a: 4 t10R DATE 02/20/12 SCALE: N.T.S. owc. Br: JK CHK. BY: LFS BRWING NO.: FL- 15220.1 SHEET 2 OF 7 X I 4 r EMB. (TYP.)$ / 4 a HH C -SINK TYP.) n 20 21 s j 7 8 40 1. ` INTERIOR z a r. OJ EXTERIOR NI 27 O [1 HORIZONTAL CROSS SECTION s. 3 Ouiswing shown - inswing also approved EXTERIOR, a\ HORIZONTAL CROSS SECTION Shown w/1 X sub -buck 1-1/4" MIN. EMB. (TYP.) aG1 I EXTERIOR 9 2 HORIZONTAL CROSS SECTION Outswing shown - inswing also approved 11/4"MIN. o _ 1 EMB. (TYP.) a a a a 0 0 IN wNQ F N o z u E: 02112011 LE: N. T. S. 9 er JK ' m LS W - K3 Fl 0 Er 3 OF 7 ,' Z 5 o;J Zn Z 4CZ.` o m ll II m lay a n o v o o z1aErnOmo VJ a mda 9 4 d E oz y cW z 3 00 G c Lu e V + d J O m ly W OL no U O Q= o 11/4"MIN. o _ 1 EMB. (TYP.) a a a a 0 0 IN wNQ F N o z u E: 02112011 LE: N. T. S. 9 er JK ' m LS W - K3 Fl 0 Er 3 OF 7 ,' EXTERIORV VERT \ INTERIOR 1 ICAL CROSS SECTION 4 Outswing shown - inswing also approved EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 4 Outswing confirgurotion EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 4 Shown w/1 X sub buck EXTERIOR INTERIOR i Q :C e 4 VERTICAL CROSS SECTION 4 Inswing configuration E: 02/20/12 e: MTS. BY: JK BY: LFS mNr No.: FL-- 15220. 1 CT 4 of 7 Av On O om N 6 co a n •• O = y Z U m u 7 —m maai.. w a4ti E oZ g' cw INTERIOR i Q :C e 4 VERTICAL CROSS SECTION 4 Inswing configuration E: 02/20/12 e: MTS. BY: JK BY: LFS mNr No.: FL-- 15220. 1 CT 4 of 7 e V M & JJAMBSD MASONRY J I — OPENING 2X BUCK i BUCK ANCHORING CONCRETE ANCHOR NOTES: I . Concrete anchor locations at the comers may be adjusted to maintain the min, edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MtN. CLEA. RANCE MIN. CLEARANCE. TYPE.. , SIZE EMBEDMENT TO MASONRY EDGE TO ADJACENT ANCHOR:. r. ITW 14 " 1-1/4" 2" 4" TAPCON TYP. HEAD J ELCO1/4" z 1.1/4" 1" C ULTRACON OPENING FRAME WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 5/8" edge distance, I" end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. LATCH d DEADSOLT DETAIL I 1 TYP. HEAD J JAMBS z v MASONRY W'' OPENING FRAME 1, m 2X BUCK—. I d i!- d a rr11 u 0z5 E Em z m o a u* 9 ` oa U INSWING — O N OUTSWING d w r! o c ° E oz h I Cw 3Na: STRIKE JAMB FRAME ANCHORING Mosonry 2X buck construction LATCH d DEADSOLT DETAIL HINGE JAMB HINGE DETAIL 0 0 x jw 0 nc wa a I o n ' = w, N Q q o a m0 oZ DATE: 02120112 u saiE: N. T. S. ° DW'G. BY: JK M CHK. BY: LYS 3 DFAWINC NO.: 2 FL -15220.1 0 SHEET 5 OF 7 N j Qom- J z r 1 W'' zd inn J Oram m 111111 111\. zVN d a rr11 u 0z5 E Em z m o a u* 9 ` oa54m a m a `a w d w r! o c ° E oz h Cw 3Na: XNZ U' Z C1z0 CIO U a 5 zi am 7 s z o a o¢ O o E a a m HINGE JAMB HINGE DETAIL 0 0 x jw 0 nc wa a I o n ' = w, N Q q o a m0 oZ DATE: 02120112 u saiE: N. T. S. ° DW'G. BY: JK M CHK. BY: LYS 3 DFAWINC NO.: 2 FL -15220.1 0 SHEET 5 OF 7 N j M' LATCH d DEADBOLT DETAIL HINGE DETAIL CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY 70 ADJACENT:; N cz J TYP. HEAD EDGE ANCHOR...;: ITW 1/4" 1 1J4" 2" 4" TAPCON g N MASONRY J ELCO® 1/4" 1-114" 1" 4" ULTRACON FRAME U 100 ITW H 3/16" 1-1/4" 3" TAPCON' Cro V) SmA 2 WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I" end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. HINGE JAMB U i w _ QI 0a o I Z v DATE: 02120112 i swLE: _ N.T.S. DWG BY: JK m. rHK. 81': LFS ; DR-ING NO.. 7 FL- 15220.1 0 SHEET 5 OF 7 D1 J/ Ui if zn Q 4 N cz J TYP. HEAD 111 JAMBS f r f N fI a N a g N MASONRY J I V OPENING i FRAME U 100 zCro V) SmA 2 I- a m T_ 1 X BUCK Cc NI C z d QI QI4 v U INSWING O N OUTSWING TYP. @ SILL STRIKE JAMB FRAME ANCHORING Masonry 1X buck construction HINGE JAMB U i w _ QI 0a o I Z v DATE: 02120112 i swLE: _ N.T.S. DWG BY: JK m. rHK. 81': LFS ; DR-ING NO.. 7 FL- 15220.1 0 SHEET 5 OF 7 D1 J/ Ui if zn Q 4 N cz FiO K dm 111frf 1``` O Mm. fI a N a V o Z Eo N 9m= oa p of V g zEDs u W n U 100 zCro V) SmA 2 I- a m T_ Cc NI C z QI QI4 I I....' I HINGE JAMB U i w _ QI 0a o I Z v DATE: 02120112 i swLE: _ N.T.S. DWG BY: JK m. rHK. 81': LFS ; DR-ING NO.. 7 FL- 15220.1 0 SHEET 5 OF 7 D1 bi U.. v * i Z= M c m z !c': O = W gam: n J O f0 ED xoq E S Z m Z U yveaM 9oLa iv F-- 2.36" --i \ 11\ a r, m a a 1 a 4 0 20 HEAD d SIDE E o Z Jamb d J'a oj 1- _ nJ H Z p W Wz Q n J fa 7 II a5m W F+ 2.44" -- n w n o ama =vym HEAD d SIDE v rr0 1 Poly fiber jomb o a a ¢a m U 3 - I m I ;z o O 1 ADJUSTABLE fNSWlNG 1NRESHOLO - 0 W 4.56" o d u a - 2.03" h W a p I J 0 u ay OUISWING THRESHOLD BY D1P DATE: 02120112 Sca-E: N.T.S. ° DwG. B,: JK CHK. BY: L1 S 3 DRAmNc NO.. FL -15220. 1 0 SHEET J OF J rt J - BILL OF MATERIALS ITEM d DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 _ WOOD C 1 /4" MAX. SHIM SPACE - D i /4" X 2-3(4" ELCO OR ITW CONCRETE SCREW STEEL MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACjI E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3116" X3-1/4" PFH ITW CONCRETE SCREW STEEL H 1 /4"x3-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL I 1 /4" X 2-114- PFH ELCO OR ITW CONCRETE SCREW .STEEL J 1 /4" X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL K #9 X 2-1/2" PFH WOOD SCREW STEEL L #B X 2-1 /2" PFH WOOD SCREW STEEL M #8 X 2" PFH WOOD SCREW STEEL N 1/4!'x 3-1/4" PFH ITW CONCRETE SCREW STEEL 7 FORCE 5 WEATHERSTRIPPING BY ENDURA - 8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL 9 4" X 4" BUTT HINGE STEEL 10 #9 X 3/4"PFH WOOD SCREW STEEL 11 #9 X 3/4"PFH WOOD SCREW STEEL 20 FINGER JOINTED PINE FRAME, HEAD &HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP. /VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD 30 INSWING VINYL DOOR BOTTOM SWEEP VINYL 33 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. /WOOD 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN (MIN. 0.069" THICK] 8Y PLASTPRO FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH &HINGE STILE CELLULAR PVC 45 RAIL CELLULAR PVC 46 BOTTOM POLYURETHANE FOAM BY PLASTPRO POLYURETHANE 49 LATCH AND HINGE STILE REINFORCEMENT WOOD 50 LOCK BLOCK (20" X 1.385"j WOOD 65 ODL LITE FRAME POLYMER 66 PF -1200 P/MERIC FOAM 67 SCREW PLUG POLYMER 68 8 X 1-U2" PFH SCREW STEEL 69 GLAZING COMPOUND -FOR ODL BY ADCO bi U.. v * i Z= M c m z !c': O = W gam: n J O f0 ED xoq E S Z m Z U yveaM 9oLa iv F-- 2.36" --i \ 11\ a r, m a a 1 a 4 0 20 HEAD d SIDE E o Z Jamb d J'a oj 1- _ nJ H Z p W Wz Q n J fa 7 II a5m W F+ 2.44" -- n w n o ama =vym HEAD d SIDE v rr0 1 Poly fiber jomb o a a ¢a m U 3 - I m I ;z o O 1 ADJUSTABLE fNSWlNG 1NRESHOLO - 0 W 4.56" o d u a - 2.03" h W a p I J 0 u ay OUISWING THRESHOLD BY D1P DATE: 02120112 Sca-E: N.T.S. ° DwG. B,: JK CHK. BY: L1 S 3 DRAmNc NO.. FL -15220. 1 0 SHEET J OF J rt J - BILL OF MATERIALS ITEM d DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 _ WOOD C 1 /4" MAX. SHIM SPACE - D i /4" X 2-3(4" ELCO OR ITW CONCRETE SCREW STEEL MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACjI E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3116" X3-1/4" PFH ITW CONCRETE SCREW STEEL H 1 /4"x3-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL I 1 /4" X 2-114- PFH ELCO OR ITW CONCRETE SCREW .STEEL J 1 /4" X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL K #9 X 2-1/2" PFH WOOD SCREW STEEL L #B X 2-1 /2" PFH WOOD SCREW STEEL M #8 X 2" PFH WOOD SCREW STEEL N 1/4!'x 3-1/4" PFH ITW CONCRETE SCREW STEEL 7 FORCE 5 WEATHERSTRIPPING BY ENDURA - 8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL 9 4" X 4" BUTT HINGE STEEL 10 #9 X 3/4"PFH WOOD SCREW STEEL 11 #9 X 3/4"PFH WOOD SCREW STEEL 20 FINGER JOINTED PINE FRAME, HEAD &HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP. /VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 29 OUTSWING THRESHOLD BY DLP ALUM./WOOD 30 INSWING VINYL DOOR BOTTOM SWEEP VINYL 33 INSWING ADJUSTABLE ALUMINUM THRESHOLD Page 1 of 1 FL# SCIS Home Log In I User Registration Hot Topics ! Submit Surcharge Stats & Facts Publications ( FBC Staff ( BCIS Site Map Links Search Status Florida Product Approval Plastpro Inc. / Nanya Plastics Corp. FL#: FL15220.6 Ryan ]. King, P. E. Approved R1 History USER: Public User 813) 767 - Siin Description: 6'8 "Non -Impact" Opaque Fiberglass Single Door - 6555 Inswing/Outswing (X - Configuration) Product Approval Menu > Product or Application Search > Application List Category: Exterior Doors Search Criteria Refine Search Code Version 2014 FL# 15220.6 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Q.—h D.—It. - Annli—tinnc FL# Tvoe Manufacturer Validated By Status FL15220- Revision Plastpro Inc. / Nanya Plastics Corp. FL#: FL15220.6 Ryan ]. King, P. E. Approved R1 History Model: f. Smooth/Wood Grain/Rustic/Mahogany Series N Fiberglass Door 813) 767 - Description: 6'8 "Non -Impact" Opaque Fiberglass Single Door - 6555 Inswing/Outswing (X - Configuration) Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Approved by DBPR. Approvals by D13PR shall be reviewed and tanned by the Fuu and/or the Lommission it necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: RE Credit Card Safe 2/2/2017 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHT'. 8. Inswing configurations do not meet the water infiltration requirements for the "HVHT'. Inswing units shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 37.50" MAX. OVERALL FRAME WIDTH z Z 3 o c, o xw w = w w o 0O TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - 1 X buck masonry construction 7 Bill of.matenals & components 37.50" MAX. OVERALL FRAME WIDTH z Z 3 o c, o xw w = w w o 0O z w i N QQ f e o m 0 2 Z U DATE: 02120112 z SCALE: N. T. ° DWG. SY: JK m' CHK. BY: LFS 3 DRAWING NO.: K FL -15220.6 V o SHEET 1 OF % N DESIGN PRESSURE (PSFj; SWING FRAME T.(• oM D1, ENSt0N POSITIVE NEGATIVE FzO om 37.50" INSWING X 50.0 50.0 V q .. o a o z" E z U 81.63" m m o sora a a maaT 37.50" s4 0 OUTSWING X 50.0 50.0 80.50" z w i N QQ f e o m 0 2 Z U DATE: 02120112 z SCALE: N. T. ° DWG. SY: JK m' CHK. BY: LFS 3 DRAWING NO.: K FL -15220.6 V o SHEET 1 OF % N pv N T.(• oM NV`'' tz0 JI Z FzO om o n °D i V q .. o a o z" E z UA` m m o sora a a maaT s4 0z V v° cIJ03'a z w i N QQ f e o m 0 2 Z U DATE: 02120112 z SCALE: N. T. ° DWG. SY: JK m' CHK. BY: LFS 3 DRAWING NO.: K FL -15220.6 V o SHEET 1 OF % N INTERIOR 35.75' MAX. DOOR PANEL WIDTH D FO- I FO- I tF Fn EXTERIOR 2 HORIZONTAL CROSS SECTION 2 1.27' 4J LATCH / HINGE STILE 49 LATCH A HINGE STILE CeYular pvc Reinforcement SEE HARDWARE 1.39" CHART 1.57- T- 50 LOCK BLOCK 42 TOP RAI! 20" Long Cellular pvc v KWIKSET LOCK: SIGNATURE SERIES 40 DOOR PANEL DEADBOLT: SIGNATURE SERIES 780 YALE LOCK: YH COLLECTION DEADBOLT: YH COLLECTION (80 SERIES) 1 VERTICAL CROSS SECTION 2 w z Na z4 v O o = O o Z u E: 02 20/12 z 0 LE: N.T.S. BY: JK m fNO.: FS WIN FL0.6 0 h Er 2 Or 7 1 04M o EXTERIOR 2 HORIZONTAL CROSS SECTION 2 1.27' 4J LATCH / HINGE STILE 49 LATCH A HINGE STILE CeYular pvc Reinforcement SEE HARDWARE 1.39" CHART 1.57- T- 50 LOCK BLOCK 42 TOP RAI! 20" Long Cellular pvc v KWIKSET LOCK: SIGNATURE SERIES 40 DOOR PANEL DEADBOLT: SIGNATURE SERIES 780 YALE LOCK: YH COLLECTION DEADBOLT: YH COLLECTION (80 SERIES) 1 VERTICAL CROSS SECTION 2 w z Na z4 v O o = O o Z u E: 02 20/12 z 0 LE: N.T.S. BY: JK m fNO.: FS WIN FL0.6 0 h Er 2 Or 7 1 11/4"MIN. EMB. (TYP.) Ck 1 2 J 4 4 20 21 C A °< b N 0 10= Z om moi. .......•...• nn 1. U`0zN 6oz Em m o m0.a INTERIOR 8 7 40° a E of 1 ® 18 a 2 V) o v 3 3 3 oo WV) U) EXTERIOR H V) 11 amn'¢' 9 o 4 D U 0, Naoa3HORIZONTALCROSSSECTION1-1/47MIN. o o it x1-1/4"MIN. 3 Shown w/1 X sub-buck EMB. (TYP.) a a 0 EMB. (TYP.) 3 4 Yr44E L B C C B L 15' C-SINK C-SINK —{ e (TYP.) a TYP-) 0 20 21 20 21 ° z 6 O 0 ti LJ 7 g B 7 0 INTERIOR INTERIOR 40 b o j VZ h ro Z p Zm Z 0U CA E: 02/20/12ZZ10 SCALE: N.T.S. 9DEXTERIOREXTERIORKD owe. BY: JK mNI2711 CHK. BY: LFS ; 9 a 1 HORIZONTAL CROSS SECTION E E 21 HORIZONTAL CROSS SECflON oBAwwc Ho.: rc Oufsw ng shown - inswing also approved 3 Outsw ng shown - Inswing FL-15220.6 - o SHEET 3 OF % Nalsoapproved V 0 A® o N' 33 i a Q.? n o e a° o n. m C Z \ a N •• v a O Z w o z EXTERIOR L\_ INTERIOR 1 VERTICAL CROSS SECTION 4 Outswing shown - inswing also approved EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 4 Outswing confirguration V) Z EXTERIOR INTERIOR o w z p v> 00> o 2 VERTICAL CROSS SECTION V m 4 Shown w/1X sub -buck g w N a113 a v Of o w o a EXTERIOR // INTERIOR+ Z d N' 33 i a Q.? n a° o n. m C Z \ a N •• v a O Z w o z u$7 iia mda 11 LL O 0 E 9Z a O V) Z EXTERIOR INTERIOR o w z p v> 00> o 2 VERTICAL CROSS SECTION V m 4 Shown w/1X sub -buck g w N a113 a v Of o w o a EXTERIOR // INTERIOR+ Z d 33 i a a w o z g ° a DATE: 02/20/12 z SCALE: N.T.S. 4 VERTICAL CROSS SECTION DWG. BY: JK m CHK. BY. LFS Inswing configuration DRAWING NO.: FL -15220.6 a SHEET 4 OF 7 N D TYP. HEAD JAMBS MASONRY 7 OPENING 2X BUCK BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR:>: ANGHOR M..lN MIN CLEARANCE MIN. CLEARANCE TYPE: SIZE :: EMBEDMENT TO MASONRY EDGES TO ADJACENT ANCHOR ITW ® 1/4" 1.1/4" 2" 4" TAPCON ELCO® 1/4" 1.1/4" 1" 4" ULTRACON WOOD 5UKt W INJ IALLA I IUN NU In: I. Maintain a minimum 5/8" edge distance, I" end distance, & I" o.c. spacing of wood screws to prevent the splitting of wood. STRIKE JAMB 6 I — TYP. HEAD JAMBS MASONRY 7, OPENING FRAME 2X BUCK FRAME ANCHORING Masonry 2X buck construction HINGE JAMB LATCH 6 DEADBOLT DETAIL HINGE DETAIL SCALE: N.T.S. ° DWG. BY: JK m CHK. BY: LFS ; DRAWING NO.: m FL -15220.6 0 sMEET 5 OF % N Oma the n U N •• O, a o U D Z EDv e "g 'm.aa`I W N E z m o° x W a J d XNZ K U 2 U ZOUB Ur, v) W In no s z Q z o Y a a DO Do HINGE JAMB LATCH 6 DEADBOLT DETAIL HINGE DETAIL SCALE: N.T.S. ° DWG. BY: JK m CHK. BY: LFS ; DRAWING NO.: m FL -15220.6 0 sMEET 5 OF % N HINGE DETAIL LATCH 6 DEADBOLT DETAIL CONCRETE ANCHOR NOTES: 5 I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors o may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE: TYPE SIZE EMBEDMENT TO MASONRY EDGE:: TO ADJACENT ANCHOR > ITW 1/4" 1.1/4" 2" 4" TAPCON® c N 6 OF ] N ELCO ® 1/47 1.1/4" 1" 4" ULTRACON u0; ITW ® 3/16" 1.1/4" 3" 1-1/2" TAPCON Q WOOD SCREW INSTALLATION NOTES: . 1. Maintain a minimum 5/8" edge distance, I"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. 1 STRIKE JAMB TYP. @ SILL FRAME ANCHORING HINGE JAMB Masonry 1 X buck construction SCALE: N.T.S. DWG. BY: JK u CHK. BY: LFS 3 In NO.: 0 FL -15220.6 c N 6 OF ] N z- u0; va oz°{ na Em z m o 0 e ooa md`am sC E oz J TYP. HEAD u c J JAMBS 8 .,Td N_ MASONRY U OPENING ODA 20 X o FRAME o In a 5 z In m o CLm zo o ¢ 1X BUCK o finri Q (~ N mV INSWING _ O HTU N OUTSWING m STRIKE JAMB TYP. @ SILL FRAME ANCHORING HINGE JAMB Masonry 1 X buck construction SCALE: N.T.S. DWG. BY: JK u CHK. BY: LFS 3 DRAWING NO.: 0 FL -15220.6 c SHEET 6 OF ] N fl L BCIS Home Log Out ; User Registration Hot Topics Submit Surcharge Stats & Facts i Publications FBC Staff ,' BCIS Site Map Links Search Product Approval r USER: dominlc fiocco fA ' k N, oduct Aplxoval Menu > Product_or Aj l,catio Search > Application List I a' B Search Criteria Refine Search r . _ Code Version 2014 FL4 15504.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# Type j Manufacturer Validated E Status 1 (B I FL1_5504__R4 Revision . Clopay Building Products Company I Gary Approved HiGtc y FL#: FL15504.2 Pfuehler j Model: 002 W3-09 PAN -21F151: 84A, 94, 73, 75, 1500, 190, 76, 76V, 4RST,4F, 4RSF, ( {513) 6RST, 6RSF, 2RST, 48, 48B, 42, 4213, 55, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, 519-6566 I AR5SV, ED5S, ED55V Description: Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE(D W3. i Garage Door f Category: Exterior Doors t Subcategory: Sectional Exterior Door Assemblies i........__.._._..... _._..__._..__..._.................._.._.._.._.... -_....... .._....._._....__................. _:._......._.-___.......... ..............__..... __........ __..._...._.................._... _........... ...__._..__.............._..................... _._------- ..........._:..-__....._........_..._........_......._.._.... Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. s 6 v a_ ., _ -. w. _. .._ . _ . Page 1 of 1 kiv i td i, :SII BCIS Home Log In I User Registration Hot Topics Submit Surcharge i Stats & Facts Publications FBC Staff BCIS Site Map Links Search Florida roProduct Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 15220.4 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Type Manufacturer Validated By Status FL15220- Revision Plastpro Inc. / Nanya Plastics Corp. FL#: FL15220.4 Ryan ]. King, P. E. Approved R1 History Model: d. Smooth/Wood Grain/Rustic/Mahogany Series N Fiberglass Door 813) 767 - Description: 6'8 "Non -Impact" Glazed Fiberglass Double Door - 6555 Inswing/Outswing (XX - Configuration) Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Approved by DB PR. Approvals by DBPR shall be reviewed and ratined by the PVC and/or the -ommission it necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: E9 Credit Card Safe 2/2/2017 m: plastpro SHEET # 5200 W. CENTURY BLVD. I LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series N Fiberglass Door INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHT' this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHT'requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHT'. 8. Insw ng configurations do not meet the water infiltration requirements for the "HVHT'. Inswing units shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. OVERALL : TABLE OF CONTENTS SHEET # DESCRIPTION I Typical elevation, design pressures, & general notes 2 Door panel details and glazing detail 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - I X buck masonry construction 7 Astragal details 8 Bill of materials and components OVERALL : 74,00" MAX. OVERALL FRAME WIDTH { GLASS DESIGN PRESSURE (PSFJ FRAME :<:. D.L.O TYPE PQSfTIVE NEGATIVEDIMENSIONDIMENSION:: O OZz 3 z O 74,0" X 81.63" 20.50" X 62.75" Gt 50.0 50.0 x X s X a :j w O O m OVERALL : O.VERALL '; GLASS DESIGN PRESSURE (PSFJ FRAME :<:. D.L.O TYPE PQSfTIVE NEGATIVEDIMENSIONDIMENSION:: 74,0" X 81.63" 20.50" X 62.75" Gt 50.0 50.0 z z n m U N Q F O m z = Z U rE: 02120112 i 0.E: N. T. S. G. BY: JK m' K. BY: LFS 3 OWING NO.: FL -15220.4 0 Er _L OF 8' d 20.50" MAX D.L.O. WIDTH INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECTION 35.75' MAX. 2 DOOR 67 PANEL WIDTH 65 D U O id tc 168 1 /7' GLASS BITE 1 /7' OVERALL p GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8"TEMPERED GLASS 4,f EXTERIOR SEE G GLAZING DETAIL HARDWARE CHART 68 1.27' ,81" 1.39" 1.59" 1.59" -{ XTo 40 DOOR PANEL L T- 43 LATCH HINGE STILE 49 LATCH 6 HINGE 311LE SO LOCK BLOCK 42 TOP RAIL 45 BOTTOM RAIL Cellulor pvc Reinforcement 2tl Long Cetlular pvc Cep,c INTERIOR JJ o0zo J(7 Ll Co a 5wN am o0 0 o a a LE: N.T.S. BY: JK Br: LFS WING NO.: FL -15220.4 E _L OF $ LOCK: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES (780) LOCK: YH COLLECTION YALE DEADBOLT: YH COLLECTION (80 SERIES) INTERIOR JJ o0zo J(7 Ll Co a 5wN am o0 0 o a a LE: N.T.S. BY: JK Br: LFS WING NO.: FL -15220.4 E _L OF $ INTERIO EXTED INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION Outw&g shown - inswing also approved 1-1/4' MIN. EMB. (TYP.) C -SINK 20 21 C A' OF nP-) Y' IV: O 21 p fill, m .. Z1I%% V N•• e. ' v U o Z Ngug 2 U 9m` oa J:s u 'maa`m 8 7 INTERIOR 40E V Oz m 0 Nz UepD: p W Q0 O 0 EXTERIOR H y0 m Jo_ amiw Q11 9 J C` z 0 j O 1 HORIZONTAL CROSS SECTION t-t/a°MIN, EMB. (TYP.) a o a3Shownw/1 X sub -buck INTERIOR EXTERIOR 1 HORIZONTAL CROSS SECTION Outw&g shown - inswing also approved C -SINK nP-) p' O 21 p N N 6W 0N 10 T Of 0 Q0 m Jepp 0 0 ep Z U DATE: 02/20/12 Z10 SCALE: N.T.S. 9KD DWG. Br: JK m11 CHK. BY: LFS ; 9 E p DRAWING NO, FL -15220.4 0 SHEET 3 OF 8 N EXTERIOR L1_ INTERIOR 1 VERTICAL CROSS SECTION 4 Outswing shown - inswing also approved EXTERIOR INTERIOR C 7 5m5u1. 3 VERTICAL CROSS SECTION 4 Outswing confirguration EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 4 Shown w/1X sub -buck INTERIOR EXTERIOR z O OO U Z p a!5 Do CR TL m Q _U K ~ O W I > a 33 In tom` L, jam= Z Thi tl1,j o 0 d N w = O Q lllll• 111% o n..i U N ZU2 ° o DATE: 02/20/12 i8d4 a n" maam owc. BY: JK mVERTICALCROSSSECTIONSECTION CHK. BY: LFS ; c.0 E O Z DRAWING NO.: FL -15220.4 V 0 8 3'd lj SHEET 4 OF 8 1N EXTERIOR z O OO U Z p a!5 Do CR TL m Q _U K ~ O W I > a 33 o a d N w = O Qj 0 Q d - . .. p o DATE: 02/20/12 i8d4 SCALE: N.T.S. owc. BY: JK mVERTICALCROSSSECTIONSECTION CHK. BY: LFS ; 4 Inswing configuration DRAWING NO.: FL -15220.4 V 0 SHEET 4 OF 8 1N 71 F8" II ll HEAD MASONRY & JAMBS OPENING 2X BUCK -\ 11 _ BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3 3. Concrete anchor table: ANCHOR ANCHOR MIN.;:: N TYPE SIZE EMBEDMENT MASOt TO1DJACENT :: II OPENII• INSWINGl i FRAN U 7.1/4" 2" 2O 2X BU l pF h ASTRAGAL STRIKE JAMB CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3 3. Concrete anchor table: ANCHOR ANCHOR MIN.;:: WIN-CLEARANCE:,MIW,CLEARANCE I I TYP. HEAD SEE DETAIL 2 L & JAMBS I — TYPE SIZE EMBEDMENT 70;:MASONRY TO1DJACENT :: II K INSWINGl EDGE ANCHOU::...:. ITW 7/4" 7.1/4" 2" 4" TAPCON l pF ELCO ® 1/" 4 7.1/4" 1" 4" ULTRACON 27 WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, 1"end distance, & 1"o.c. spacing of wood screws to prevent the splitting of wood. I; FRAME ANCHORING Masonry 2X buck construction U O I— I I TYP. HEAD SEE DETAIL 2 L & JAMBS I — RY G I I E II K INSWINGl 28 I I N OUTSWING II — TYP. @ SILL SEE DETAIL I I I 1 I I FRAME ANCHORING Masonry 2X buck construction U O LATCH d DEAD BOLT DETAIL C1i, 9 HINGE JAMB L 72 0 HINGE DETAIL DETAIL 2 Attach astragal throw bolt strike plate to frame as shown O DETAIL 1 DETAIL I Astragal throw bolts Astragal throw bolts at the threshold at the threshold Outswing) (Insvbng) LL N t o u oz e: 02/20 12 LE: N.T.S. r BY: JK a SWING NO.: 0 FL -15220.4 c Er 5 OF 8 28 l pF o 27 LATCH d DEAD BOLT DETAIL C1i, 9 HINGE JAMB L 72 0 HINGE DETAIL DETAIL 2 Attach astragal throw bolt strike plate to frame as shown O DETAIL 1 DETAIL I Astragal throw bolts Astragal throw bolts at the threshold at the threshold Outswing) (Insvbng) LL N t o u oz e: 02/20 12 LE: N.T.S. r BY: JK a SWING NO.: 0 FL -15220.4 c Er 5 OF 8 HINGE DETAIL LATCH & DEAD BOLT DETAIL G 72 0 DETAIL 2 tz Attach astragal throw bolt strike plate to frame G as shown DETAIL I DETAIL 1 Astragal throw bolts Astragal throw bolts aT the threshold at the threshold Outswing) (Inswing) CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN MIN. CLEARANCE MIN. CLEARANCE: TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT z° EDGE.1=: ANCHOR...._..:- ITw 1/4" 1-1/a" 2" 4" TAPCON a N O I w Ew Z oU zZ a ELCO e 1/4" 1.1/4" 1" 4" ULTRACON E o Z SEE DETAIL 2 I I w ( 8 3'a v l DRAWING NO.: It RW ® 3/16" 1.1/4" 3" 1.1/2" TAPCON o zo WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. TYP. HEAD JAMBS MASONRY OPENING FRAME 1X BUCK I INSWING N OUTSWING TYP.@ SILL ASTRAGAL STRIKE JAMB FRAME ANCHORING Masonry I X buck construction HINGE JAMB N al Xt N17 N L z Q F z° 4.O O 0 o 6^ {. a N O I w Ew Z oU zZ a ua 9o`oanaIL0. or M r II o o E o Z SEE DETAIL 2 I I w ( 8 3'a v l DRAWING NO.: It oII SHEET 6 Or S N II o zo z o I a 5 n II sW Wo am` II qo- II" O M 0 x a Co II N a a YM m II I I I I SEE DETAIL 1 0 FRAME ANCHORING Masonry I X buck construction HINGE JAMB N N N L z Q F O 0 ozZ a DATE: 02/20/12 z SCALE: N.T.S. D DWG. BY: JK ' m CHK. BY: LFS ; DRAWING NO.: It FL -15220.4 V 0 SHEET 6 Or S N 1.75" r S71 ASTRAGALDLP r 33't 19.75' 32.25' 35.75' 37.75' ASTRAGAL SCREW LOCATIONS 1 1 7 LTJ i7 1 I J 0.975' 00,335' o 00.346' I I 00.169, 74 CONCEALED STIFFENER r 11.25" 19" 31.5' 35.25' Q77D77 SUDEBOLTROD Typ. top 8 bottom of astragal top through 1.99' bottom through 1.98" U -E: N. T. S. G. ev: JK C BY: LFS MING NO.: FL -15220.4 ET _7 OF 8 n V4pjT y 'Z n in:,$ z° T 4.56" TTT* '11 ` U m Z 6 I Em i$oti Fv, F'--- 2.36" 2.7' V a N w S o c awmda 4 20 HEAD d SIDE E `o Z Jamb ° c W3d 4.56"'{ o N VOO ¢ zo oz z I 2.44" 2.13" v) u m o 0 5W N Q HEAD d SIDE a M a ' d1 21 Poly fib.,,..b o m 4.56" a a 0 4.56" DO2.03" Eli V 33 ADJUSTABLE INSWING THRESHOLD 29 OUTSWING iHRESHOID BY DLP z d O w N w 0 o a i a w 8 N Q J µ ] N OQ = Zo U z wrE:02 2012 i a SCAU: N.T. S. ° owc. BY: JK ] m CHK. BY: LFS ; 0 DRAWING NO.: FL -15220. 4 V o SHEEP S Of 8 N6 t BILL OF MATERIALS REM i DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 114" MAX. SHIM SPACE - D 1/4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 3/16" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH ELCO OR fM/ CONCRETE SCREW STEEL I 1 /4" X 2-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K #9 X 2-1 /7' PFH WOOD SCREW STEEL L #8 X 2-1 /7' PFH WOOD SCREW STEEL M #8 X 7' PFH WOOD SCREW STEEL N 1/4!'x 3-114" PFH ITW CONCRETE SCREW STEEL 7 FORCE 5 WEATHERSTRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHERSTRIP QLON 650 BY SCHLEGEL FOAM 9 4" X 4" BUTT HINGE STEEL 10 9 X 3/4"PFH WOOD SCREW STEEL 11 9 X 3/4"PFH WOOD SCREW STEEL 12 10 X 3" PFH WOOD SCREW STEEL 20 FINGER JOINTED PINE FRAME, HEAD 8 HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP. / VINYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 29 OUTSWING THRESHOLD BY DLP ALUM./ WOOD 30 INSWING VINYL DOOR BOTTOM SWEEP VINYL 33 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. / WOOD 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 41 DOOR SKIN (MIN. 0.069" THICK) BY PLASTPRO FIBERGLASS 42 TOP RAIL CELLULAR PVC 43 LATCH &HINGE STILE CELLULAR PVC 45 BOTTOM RAIL CELLULAR PVC 46 POLYURETHANE FOAM BY PLASTPRO POLYURETHANE 49 LATCH AND HINGE STILE REINFORCEMENT WOOD 50 LOCK BLOCK (20" X 1.385") WOOD 65 ODL LITE FRAME POLYMER 66 PF -1200 P/MERIC FOAM 67 SCREW PLUG POLYMER 68 8 X 1-1/7' PFH SCREW STEEL 69 GLAZING COMPOUND - FOR ODL BY ADCO BUTYL 71 ASTRAGAL BY DLP (6063-T5 ALUMINUM) ALUM. 72 ASTRAGAL STRIKE PLATE STEEL 73 8 X 7' PFH SCREW STEEL 74 CONCEALED STIFFENER BY PLASPRO (6063-T6 ALUMINUM) ALUM. 77 SLIDE BOLT ROD STEEL n V4pjT y ' Z n in:,$ z° T 4. 56" TTT* '11 ` U m Z 6 I Em i$ oti Fv, F'--- 2.36" 2.7' V a N w S o caw mda 4 20 HEAD d SIDE E `o Z Jamb ° cW 3d 4. 56"'{ o N VOO ¢ zo oz z I 2.44" 2.13" v) u m o 0 5W N Q HEAD d SIDE a M a ' d1 21 Poly fib.,,..b o m 4.56" a a 0 4.56" DO 2. 03" Eli V 33 ADJUSTABLE INSWING THRESHOLD 29 OUTSWING iHRESHOID BY DLP z d O w N w 0 o a i a w 8 N Q J µ ] NO Q = Z o U z wrE:02 2012 i a SCAU: N. T.S. ° owc. BY: JK ] m CHK. BY: LFS ; 0 DRAWING NO.: FL - 15220. 4 V o SHEEP S Of 8N 6 t BILL OF MATERIALS REM i DESCRIPTION MATERIAL A 1 X BUCK SG >= 0. 55 WOOD B 2X BUCK SG >= 0. 55 WOOD C 114" MAX. SHIM SPACE - D 1/4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 3/16" X 3-1 /4" PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4" PFH ELCO OR fM/ CONCRETE SCREW STEEL I 1 /4" X 2-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K #9 X 2-1 /7' PFH WOOD SCREW STEEL L #8 X 2-1 /7' PFH WOOD SCREW STEEL M #8 X 7' PFH WOOD SCREW STEEL N 1/ Product Approval USER: dominic flocco c4i.asef;cc .. r. SUbrnk Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Apxoval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Applications FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine Search 239.1 ALL ALL ALL ALL ALL ALL ALL FL# Type Manufacturer Validated By (Status FL239-R24 Revision',, PGT Industries Miami -Dade 6CC0 VAL Approved History FL#: FL239.1 (786) 315-2590 i Model: SH - 200 (Non -Impact) 1 Description: Aluminum Single Hung Window Category: Windows s Subcategory: Single Hung E Approved by DP,PR. Approvals by DBPR shall be revievved and ratified by the POC andjor the Commission if necessary. Contact Us :: 2601 _Blair Mone Road, Ilahassee FL 32399 Phone: 350-487-1.824 The State of Florida is an AA/EEO employer . Copy ght 2007_2013 State of Florida.:: PrivacyStatement :: AccessibilRy_Sttement :: Refund_ Statement MIAMhDADE MIAMI-DAnE courrrx PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, PL 34275 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 Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series 11SH-200" Aluminum Single Hung Window -- N.I. APPROVAL DOCUMENT: Drawing No. MD-SII200-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/1 I/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 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 revises and renews NOA# 15-0528.22 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0505.02 r iart nape couNMm Expiration Date: September 01, 2021 Approval Date: June 16,2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 11-0614.01) 2. Drawing No. MD-SH2O0-01, titled "Single .Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11., with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn. Miller, P.E. B. TESTS 1. Test reports on: 1.) Air Infiltration Test, per FBC, TAS 202-94 2) Uniforrn Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series SH -200 aluminum. single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0614.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous VOA No..15-0528.22) 2. Glazing complies with ASTM E1300-09 I). QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER.)_ E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed. and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.22, issued to :PGT Industries, Inc. for their Series SH -200" Aluminum Single Hung Window - N.I., approved on 08/061115 and expiring on 09/01/16. - Manuel P ret, P.E. Product Contr Exa iner NOA No.1-0- 5.02 Expiration Date: September 01, 2021 Approval Date: June 16, 2016 E-1 GENERAL NOTES: SERIES 200 -NON -IMPACT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMFDADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLES 5 & 6, SHEET 4 & 5. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, SHEET 4. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112' THICK OR GREATER. 1X AND 2X BUCKS WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLE 5 & 6, SHEET 4 & S. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME, INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LCADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El 3100 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIREDDESIGN PRESSURE. THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FYL-6479: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AFSPA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. 10) THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRAME) OR 4001 SERIES (FIN FRAME). 53-118'"TIP-TO-TIPWIDTH 52-1/8" BUCK WIDTH NO ANCHORS 49-1/8• REQUIRED IN LIGHT ~ FLANGE FRAME HEAD F -' B A I 52-118" BUCK WIDTH 49-1/8' VISIBLE LIGHT 9" MAX. 3.. MAX. r ---D I .. MAX. FROM L - _._I-- CENTER OF — MEETING RAIL i -- 1 8" VISIBLE 21' LIGHT D.C. 78' TIP TIP TO I I I INSTALLATION, FLANGE ............. II II HEIGHT FIN...5 ANCHOR QUANTITIES................6 Revision: ADDED IGSPACERS, ORRECTED SASH HEIGHTS 77" BUCK 7 CORNER ASSEMBLY ................... 7 EXTRUSION PROFILES................8 HEIGHT PARTS LIST........... 8 8- MAX. FROM CENTER OF MEETING HEIGHT - -- Drawn By. RAIL 1j GENERAL NOTES 23" MAX. O.C. I J ROSOWSKI I I IL'— 7T 9" J B NO ANCHORS REQUIRED MAX. IN FLANGE FRAME SILL TYP. FLANGE FRAME ELEVATION TESTED UNIT) WINDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 & 3. F WIDTH VARIES, SEE SHEETS 2 & 3 NOT RATED FOR IMPACT RESISTANCE WIDTH { I I I INSTALLATION, FLANGE ............. II II INSTALLATION, INTEGRAL FIN...5 ANCHOR QUANTITIES................6 Revision: ADDED IGSPACERS, ORRECTED SASH HEIGHTS GLAZING DETAILS ....................... 7 CORNER ASSEMBLY ................... 7 EXTRUSION PROFILES................8 Revision: PARTS LIST........... 8 Description: HEIGHT - -- Drawn By. HEIGHT GENERAL NOTES l/ I J ROSOWSKI I EOUALLRE PROVIEW/ORIEL ARCHTOPPROVIEWIORIEL RAOIUSTOPEQ LLITE DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 2 & 3 NOT RATED FOR IMPACT RESISTANCE STANDARDS USED: 2014 FLORIDA BUILDING CODE (FBC). 57H EDITION ASTM E1300-09 ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM -2010 e AI SI -S 100-07/S2-2010 II 1 I I I I DESIGN PRESSURES............2 I I I INSTALLATION, FLANGE ............. II II 35-1/2" VISIBLE LIGHT C 77" BUCK HEIGHT 3" MAX, 6" MAX. O.C. TYP. INTEGRAL FIN FRAME ELEVATION TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 DESIGN PRESSURES............2 3 INSTALLATION, FLANGE ............. 4 INSTALLATION, INTEGRAL FIN...5 ANCHOR QUANTITIES................6 Revision: ADDED IGSPACERS, ORRECTED SASH HEIGHTS GLAZING DETAILS ....................... 7 CORNER ASSEMBLY ................... 7 EXTRUSION PROFILES................8 Revision: PARTS LIST........... 8 1070 TECHNOLOGY DRIVE Title: txlec N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P.O. BOX 1529 NOKOMIS, FL 34274Series/Model: Scafa: Sheet: Drawing Na. Re CERT. OF AUTH. #29296 SH -200 NTS 1 OF 8 MD-SH2O0-01 C PRODUCT RE:ViSED mplyiug with tlK Florid. flding Ctode 16.6505.0 Q Revised By. JR Dote: 04/22/16 Revision: ADDED IGSPACERS, ORRECTED SASH HEIGHTS Acuept.nce Nu - c piratgn D.M -..2DQ j 1 BYFRevisedBy: Dote: Revision: Mia:.' Dade Product Cont Description: Drawn By. GENERAL NOTES ELEVATION I J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: txlec N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P.O. BOX 1529 NOKOMIS, FL 34274Series/Model: Scafa: Sheet: Drawing Na. Re CERT. OF AUTH. #29296 SH -200 NTS 1 OF 8 MD-SH2O0-01 C Monolithic Glass Types A 1/8" Annealed B 1!8" Tempered C 3116" Annealed D 3116" Tempered E 1/4" Annealed F TABLE is TABLE 2: Maximum Window Height' Sash Height2 see Figure A, this sheet) 19-1/6" Design Pressure (lbs/ft2) for Glass Type A, Fin 8 Flange Frame Maximum Window Width 26-1/2" 33" 37" 41" 45" 49" 53-118" PRODUCT REVISED a- n,Pl-ru+g with ilte FkrkU Baildutg Gide r',. c,•.Plancc No lro-0575. 02 6zPirat' m Data $J L • Dy ' >?_i F.1ivn sde PrMcC, C+ k 23" 11-9/16" (Equal Lite) -90.0 +55.0 +55.0 I -90.0 +55.0 +55.0 +55.0 I -90.0 +55.0 I -90.0 +55.0 I -90.0 I under 18-9/16" +55.01, -90.0 +55.0 -90.0 +55.0,7T6.2 +55.0 -65.5 +55.0 -57.3 +50.2 , -50.2 +44.6 , 44.8 +39.9 , -39.9 18-9/16" (Equal Lite) 90.0 55.0 -90.0 55.0' -84.2 55.0' -74.5 55.0' -61.0 5j.0 -57.7 55.0 -55.037" Deer 18-9116" 90.0P 55.0 -90.0 55.0 -75.2 55.0 -65.5 55,0 57.3 50.2' -50.2 44.8' -04.8 39.9 I -39.9 TABLE 3: Q O i o U r toO 8 i o Q ll.l L%i d Z n pg W Z O g J Q Z ..O O '^ Z In Z M w 7(n o Z . 38-316" under 15-7/8" +55.0'1 -90.0 «55.0 I X7.1 +55.0 I -73.4 +55.0 -63.8 +55.0 I -56.8 +50.0 I -50.0 +qq.g I -04.g +40.0 40.0 15-7/8" thru 19-3116" 3 -90.0 +55.0 ( -90.0 +55.0 , -78.7 +5501, X8.0 +55.0 -58.5 +51.1 , -51.1 +45.9 , X5.9 +41.3 , -01.3 O N U) d 19-1/4" (Equal Lite) +55.0 -90.0 +55.0 , -90.0 +55.0 , -82.7 +55.0 , -72.6 +55.g , -63.5 +55.0 57.9 +54.2 , _54,2 +51.5 51.5 Deer 19-1/4" +55.0' -90.0 -87.1 +55.0' -73.4 +55.0' -63.8 +55.0 -56.8 +50,0' -50.0 +qq.8' 44.8 +40.0' 40.0 45" under 19-9!16" +55.0 I -81.5 +55.0 I •72.3 +55.0 ( 51.3 +55.0 155.3 +50.5 ( -50.5 +45.8 45.842.0 +38.7 -38.7 19-9116" thru 22-1/2" 3 +55.0 ! -90.0 «55.0 I -87.9 +55.0 -74.0 +55.0 I -64.3 +55.0 I -56.9 +50.1 150.1 +44.81 44.8 +40.0 I 40_D I ' 22-9/16" (Equal Lite) +55.0 , -90.0 +55.0 , -90.0 +55.0 -78.8 +55.0 , -68.1 +55.0 -58.5 +51.1 , 51.1 +46.0 , 116.0 +41.4 , 41.4 FIGURE A: SASH CROSS SECTION WITH MONOLITHIC GLASS) j VISIBLE LIGHT I SASH HEIGHT II HEIGHT aw Nz w wmWLD O i Baa'"- o Deer 22-9/16" +55.0 ' $1.5 +55.0 ' -72.3 +55.0 ' -61.3 +55.0 ' -55.3 +50.5 ' -50.5 +45.8 ' 45.8 +42.0 ' 42.0 +38.7 -38.7 00 LL e N49" under 20-116" +SS.D -71.6 +55.0 E2.8 +55.0 -55.4 +5p,3 -50.3 +45.9 45.9 +41.7 41.7 +38.9 -38.9 +36.2 j-36.2 20-1/8" thru 24-1/2" 3 +55.0 I -90.0 +55.0 I -82.5 +55.0 I -69.5 +55.0 I -61.6 +55.0 I -55.4 +qg.3 1 49.3 +44.6 I -44.6 +40.01 40.0 24-3!16" (Equal Lite) +55.0 -90.0 +55.0 ! -90.0 +55.0 -76.4 «55.0 , -66.5 +55.0 , -57.8 +50.4 , 50.4 +45.0 -45.0 +40.1 , 4U.1 oxer 24-9/16" +55.0 S -71.6 +55.0 , -62.8 +55.0 -55.4 +50.3 I -50.3 +45.9 , -45.9 +41.7 41.7 +38.9 ! -38.9 +36.2 -36.2 n 50-5/6' under 20-13/16" +55.0' -67.8 +55.0' -59.9 +53.3' -53.3 +48.5' 48.5 +qq.1' 44.1 +402' -40.2 +37.6' -37.6 +34.8 -34.8 N E Oo 20-13!16" thru 25-5/16" s +55.0 j -89.fi +55.0 j -80.3 +55.0 j -67.7 +55.0 I -60.6 +542 I _54.2 +49.01 49.0 +qq.2 44.2 +40.0 j 40.0 25-316" (Equal Lite) +55.0 I -90.0 +55.0 I -90.0 +55.0 I -75.4 +55.0 I -65.7 +55.0 , -57.4 +50.31 50.3 +44.91 44.9 +39.9 I -39.9 CDONDeer25-3/8" +55.0 , -67.8 +55.0 , -59.9 +53.3 , -53.3 +48.5 t 48.5 +44.1 I -04.1 +40.2 , 40.2 +37.6 I -37.6 +34,8 , -34.8 61" under 2415/16" +55.0 ' -56.0 +43.8 ' 43.8 +41.9 ' -01.9 +39.1 ' -39.1 +36.0 ' -36.0 +32.6 -32.6 +30.0 ' -30.0 +27.6 ' -27.6 3415/16" thru 30-1/2' s +55.0 -75.0 +55.0 -66.0 +55.0' -57.4 +51.9 -51.9 +47.4 I -07.4 +43.2 43.2 +39.9 -39.9 +37.3 -37.3 p s e 3U-9/16" (Equal Lite) +55.0 I -B7.9 +55.01 -75.8 +55.0 I -66.6 +55.0 I -59.7 +53.5 I -53.5 +48.7 48.7 +43.9 1113.9 +39.9 I -39.9 veer 30-9/16' +55.0 , -67.8 +55.0 -59.9 +53.3 , -53.3 +qg,5 , 48.5 +44.1 , -04.1 +40.2 , 40.2 +37.6 -37.6 +34.8 , -34.8 SASH HEIGHT -3-9/1 b" ;II under 25-3/4" 741.2, 41.2 +40.340.3+37.B, -37.B +34.6 -346 +31.3 -31.3 +28.928.9 +26.5 -26.5 wZn a 25-3/4" ihru 31-1/2" 720+55.0' -63.2 +55.0' -55.7 +Si).5' -50.5 +1461 +41.9' -41.9 +39.0 -39.g +36.3'363P55. 31-9/16" (Equal Lite) 53.9 55.0 j -71.7 55.0 j b4.8 55.0 j -582 52.4 I -52.4 47.g 47.9 43.3 143.3 39.7 I -397 I o p x WZcj LY LL mer 31-9/16" +55.01 -67.8 +55.01 •59.9 +53.31 53.3 +48.5) 48.5 +44,11 44.1 +40.21 40.2 +37.61 -37.6 +34.81 54.8 under 29-3J4" +53.3 -53.3 +39.7 , -39.7 +39.1 , -39.1 +36.7 , -36.7 +33.4 , -33.4 +30.3 , -30.3 +28.0 , -28.D +25.8 , -25.6 29-3/4" thru 36-1/7' 3 55.0 -61.0 52.0' 52.0 4g.2' 48.2 44.0' -44.0 40.1 40.1 37.0 -37.0 34.1 ' -34.1 31.4' -31.4 73" oz z U 36-9/16" (Equal Lite) +55.0 -68.3 +55.0 -56.3 +52.1 -52.1 +51.5 -51.5 +47.0 -07.0 +42.7 42.7 +39.6 -39.6 +37.0 I -37.0 Deer 36-9/16" 55.0 ( 57.8 55.0 I -56.3 52.1 152.1 48.5 I -08.5 q4 1 I 44. t 40.21 40.2 37.6 1 -37.6 34.8 I -34.8 under 31-314" 53.3 , -53.3 39.7 , -39.7 39.1 , -39.1 36.7 , 36,7 33.4 , -33.4 30.3 , -30.3 28.0 , -28.D 25.8 , -25.6 78" 31-314" thru 39" s 55.0 , -58.3 48.0 , 18.0 45.2 r -05.2 41.2 41.2 37.9 -37.9 34,8 -34.8 31.7 -31.7 NOTES39-1/16' (Equal Lite) +55.0 -62.5 +50.8' -50.8 +46.3' 46.3 +452' 45.2 +44.2' 44.2 +40.3' -4D.3 +37.7' -37.7 +34.9 -34.9 Tip -to -tip dimensions for flange windows shown. For fin windows or buck dimensions, subtract 1". t) USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITH 118 - a Oeerall sash 1 Size Targe height. For clear daylight height, subtract 3-9/16". includes the standard Pro -View (3 -Deer -2 configuration) for the gieen Window Height. ANNEALED GLASS (TYPE A). 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH For overall OR HEIGHT DIMENSION SHOWN ON THE TABLE. A. LYNN;MILLER, F.E. WINDOW HEIGHT SASH HEIGHT CAN NOT EXCEED 53". P.E.N 58705 Monolithic Glass Types A 1/8" Annealed B 1!8" Tempered C 3116" Annealed D 3116" Tempered E 1/4" Annealed F 1/4" Tempered sash width, subtract 2-15!16" from the buck dimension. Monolithic Glass Types A 1/8" Annealed B 1!8" Tempered C 3116" Annealed D 3116" Tempered E 1/4" Annealed F 1/4" Tempered Insulated Glass Types G 10Annealed, 1/4' Airspace, 1/8" Annealed H 3/16" Annealed, 3/16" Airspace, 1/8" Annealed I 1/8" Tempered, 1/4" Airspace, 1/8" Tempered J 3/16" Tempered, 3/16" Airspace, 118" Tempered Monolithic Glass Types A 1/B" Annealed B 118" Tempered C 3116" Annealed D 3/16" Tempered E 1/4"Annealed F TABLE 4' TABLE 2: TABLE 3: 1`i:JOIIUC-C tiE4lSEi5 ing CnJc Nn V6 02 Omc dE::mi do Prnc;ut Chn1 Maximum Window Height' Sash Height' see Figure A, this sheet) 19-1/6" Design Pressure (Ibslftz) for Glass Type B - J, Fin 8 Flange Frame Maximum Window Width' 26-1/2" 33" 37" 41" 45" 49" 53-1/B" 23" 11-9/16" (Equal Lite) +55.01 90.0 +55.D -80.0 +55.01 X0.0 +55.01 -90.0 +55.0 I 90.0 +55.0 I X0.0 +55.0 X0.0 37" under 189/16" +55.D 90.0 +55.0 -80.0 +55.0 90.0 +55.0 -90.0 +55.0 , 84.3 +55.0 , -78.0 +55.0 -72.9 189!16" (Equal Lite) 55.0 90.0 +55.0 -90.0 +55.0 -90.0 +55.0 90.0 +55.0 51.1 +55.0 -73.4 Y U) O O fY o Ln0 o m W W- W Wr W 0- t(nW z O g F'^- V/ z ,O ii Q Q z z 1f UDeer189/16" +55.0 M00", 90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 94.3 +55.0 j -78.0 +55.0, -72.9 383/5, under 15.7/5' +55.0 90.0 +55.01 90.0 +55.01 90.0 +55.0 90.0 +55.0 91.8 +55.0 1 -75.0 +55.01 98.5 15-7/B" thru 193/16" a +55.0 90.0 +55.0 , 90.0 +55.0 90.0 +55.0 90.0 +55.0 57.9 +55.0 , -78.8 +55.0 -71.2 o col o 19-1/4" (Equal Llte) +55,0 90.0 +55.0 -90.0 +55.0 90.0 +55.0 90.0 +55.0 90.0 +55.0 87.9 +55.0 -78.8 +55.0 -71.2 over 19-1/4" +55.0' 90.0 +55.0 90.0 +55.0 90.0 +55.0' 90.0 +55.0 38.5 +55.0 91.8 +55.0 -75.0 +55.0 98.5 45" under 199!16" +55.0 i 90.0 +55.01 90.0 +55.01 90.0 +55.01 96.5 +55.0 90.2 +55.0 i -73.2 +55.0 I -86.3 +55.0 1 59.7 19-9/18" thru 22-112" s +55.01 90.0 +55.0 90.0 +55.0 190.0 +55.01 -90.0 +55.0 39.1 +55.0 I -78.5 +55.0 I _70.0 +55.01 93.0 zw Uh frU 22-9/16" (Equal Lite) +55.0 90.0 +55.0 , 9D.0 +55.0 , 90.0 +55.0 -80.0 +55.0 , 39.3 +55.0 78.5 +55.0, -70.0 +55.0 , i3.0 FIGURE A: SASH ! CROSS SECTION WITH I. G. GLASS) 1 I -,I III II III II IIIISI I SASH VISIBLE LIGHT I I HEIGHT HEIGHT SASH HEIGHT -3-9/16" IIII I ISI I III II Cl NOTES 1) USE THIS TABLE FOR ALL WINDOWS THAT .ARE GLAZED WITH GLASS TYPES B - J. NOT APPLICABLE WITH 1/8" ANNEALED GLASS (TYPE A). 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. Deer 229/16" +55.0 90.0 +55.0 90.0 +55.0) 90.0 +55.0 -86.5 +55.0 -80.2 +55.0 73.2 455.01i 98.3 +55.0) 39.7 00 L fh under 20-1/8" +55.0 90.0 +55.0 j -90.0 +55.0 96.0 +55.0 -81.8 +55.0 j -75.7 +55.0 59.2 +55.0 j -&2.8 +55.0 57.7 20-1/8" thru 24-1/2" s +55.0 90.0 +55.0) 90.0 +55.D 90.0 +55.0 90.0 +55.0 $4.8 +55.0 74.2 +55.0 55.9 +55.0 59.1 249/16" (Equal Lite) +55.0 90.0 +55.0 -90.0 I +55.0 90.0 +55.0 90.0 +55.0 74.2 +55.0 , 55.9 +55.0 59.1 Deer 249!16" +55.0 90.0 +55.0 90.0 +55.0 -86.0 +55.0 51.8 +55.0 I -75.7 +55.0 592 +55.0 52.6 +55.0 57.7 o x z 505!8" under 20-13lte" +55.0' 90.0 *55.0' 90.0 +55.0 53.5 +55.0 -79.1 +55.0' -74.0 +55.0 57.3 +55:0' 51.9 +55.0 56.8 N d d 20-1316" thru 255/16" s +55.01 90.0 +55.0 j-90.0 +55.0) 90.0 +55.01 90.0 +55.0) 53.2 +55.0 72.7 +55.0 i 54.5 +55.0 57.8 o N n 253/8" (Equal Ute) +55.01 90.0 +55.0 , 90.0 +55.01 90.0 +55.0 , -90.0 +55.0 , 53.2 +55.0 72.7 +55.0 54.5 +55.0 57.8 over 253/6" +55.0 90.0 +55.0 , 90.0 +55.0 53.5 +55.0 , -79.1 +55.0 -74.0 +55.0 57.3 +55.0 51.9 +55.0 , 56.8 61" under 24-15/16" +55.0 87.9 +55.0 -75.6 +55.0 -65.7 +55.0 52.3 +55.0 ' 50.0 +55.0 56.5 +49.6 49.6 IY34-15116" thru 30-t/2'' +55.0 57.9 +55.0 j -75.8 +55.0 -74.1 +SS.D j -74.1 +55.0 j -74.1 +55.0 55.5 +55.0 j 57.5 +51.1 ' 51.1 30-9/16" (Equal Lite) +55.0 87.9 +55.0 -75.8 +55.01 •74.1 +55.01 -74.1 +55.D -74.1 +55.01 55.5 +55.0 157.5 +51.1 51.7 over 309/16" +55.0 X7.9 +55.0 -75.8 +55.0 ! -74.1 +55.0 , -74.1 +55.0 -74.0 +55.0 55.5 +55.0 57.5 +51.1 51. t w n n O o k Wz d Y O= Z arc O W u under253/4" +55.0 83.9 +55.0 -71.7 +55.0 52.0 +55.0 59.9 +55.0 57.8 +54.5 54.5 +51.3 51.3 +48.3 48.3 253/4" thru 31-1l2" s +55.0' 53.9 +55.0' -71.7 +55.0' 89.4 ; +55.0; -89.4 +55.0 -69.4 +55.0' 54.5 +55.0' 58.5 +50.2 50.2 319/16" (Equal Lite) +55.0 53.9 +55.0 -71.7 +55.0 j 59.4 . +SS.O 59.4 +55.0 -69.4 +55.0 j 54.5 +55.0 1 56.5 +50.2 50.2 Deer 319/16" +55.01 53.9 +55.0 -71.7 +55.0 59.4 I +55.D) 59.4 +55.0 59.4 +55.0 54.5 +55.0 56.5 +50.2 -50.2 73" under 29,',/4" +55.0 58.3 +55.0 56.3 +52.1 , 52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +50.75-55. 0 +46.4 46.4 293/4" thru 36-1/2" s +55.0 88.3 +55.0' 56.3 +52.1 -52.1 +51.5 51.5 +51.5 51.5 +51.5 51.5 +51.5 51.5 +46.4 -46.4 369/16" (Equal Lite) +55.0 68.3 +55.0 j 56.3 +52.1 1 52.1 x51.5 j 51.5 +51.5 51.5 +51.5 i 51.5 +51.5 51.5 +46.41 -46.4 Deer369/16" +55.0 68.3 +55.0 156.3 +52.1 52.1 +51.5 51.5 +51.5 151.5 +51.5 151.5 +51.5 151.5 +46.4 x16.4 78" under 313/4" +55.0 152.5 +50.8 50.8 +46.3 46.3 +45.2 45.2 +45.0 45.0 +45.0 45.0 +45.0 , -45.0 +45.0 45.0 A. LYNN MILLER, RE_ RE # 58705 313!4" thru 39" s +55.0 82.5 +50.8 50.8 +46.3 -46.3 +45.2 45.2 +45.0 45.0 +45.0 45.0 +45.0 45.0 +45.0 45.0 39-1116" (Equal Lite) 52.5 +50.8' -50,8 +46.3 46.3 +45.2 45.2 +45.0 45.0 +45.0 45.0 +45.0' 45.0 +45.0 45.0 Tip -to -tip ZCberall sash s Size range For overall dimensions for flange Windows sham. height. For clear daylight height, subtract includes the standard Pro -View (3oeer-2 sash width, subtract 2-15/16" For fin windows or buck dimensions, subtract 1". 39/15'. configuration) for the given Window Height. WINDOW HEIGHT SASH HEIGHT CAN NOT EXCEED 53". Monolithic Glass Types A 1/B" Annealed B 118" Tempered C 3116" Annealed D 3/16" Tempered E 1/4"Annealed F 1/4" Tempered from the buck dimension. Monolithic Glass Types A 1/B" Annealed B 118" Tempered C 3116" Annealed D 3/16" Tempered E 1/4"Annealed F 1/4" Tempered Insulated Glass Types G 118" Annealed, t/4" Airspace, 1/8" Annealed H 3115' Annealed, 3/16" Airspace, 1/8" Annealed I 1/8" Tempered, t/4" Airspace, 1/8" Tempered J 3116'Tempered, 3116" Airspace, 116" Tempered INSTALLATION DETAILS FOR FLANGE FRAMES CONCRETE/CMU EMBEDMENT PER ANCHOR Min. Embedment RREQUIREMENTOPTIONALADDON 13) FLANGE @ HEAD, Ungrouted CMU, (ASTM C-90) Ff- 1 1;4" MAX INSTALLATION SHIM SILL 8 JAMBS OPTION 1 CURVED HEADER INSTALLATION INTO WOOD 2X, SEE NOTE 2 THIS SHEET. 1/8" EMBEDMENT 0.0346 (20 Ga)' A36 Steel 318" 1.465" 1 I II VISIBLE LIGHT HEIGHT I II, II S 2.751' BUCK EXTERIOR HEIGHT L TIP -TO -TIP HEIGHT 37) VISIBLE LIGHT j HEIGHT J 43; J 2.254" (31 2x 312XWOOD n4 6UCKSTRIP. SEE NOTE 2, THIS SHEETI J - 11 J114' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 5, THIS SHEET. 1 /4'jMAX JJJJJJ SHIM STRAIGHT HEADER INSTALLATION ONTO WOOD 2X. NO ANCHORS REQUIRED AT HEADER. TYP. ANCHOR TYPE. EMBEDMENT AND EDGE .• DISTANCE PER SUBSTRATE, SEE TABLE 5. THIS SHEET, INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. CONCRETE/CMU EMBEDMENT PER ANCHOR Min. Embedment R REQUIREMENT SELF -DRILLING Ungrouted CMU, (ASTM C-90) Ff- 1 1;4" MAX EDGE SHIM DISTANCE e 9116" TYP. ANCHOR TYPE. EMBEDMENT AND EDGE .• DISTANCE PER SUBSTRATE, SEE TABLE 5. THIS SHEET, INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. CONCRETE/CMU PERANCHOR REQUIREMENT r. 41 HV (27) 24 431 64) EXTERIOR VISIBLE LIGHT WIDTH-----— BUCK WIDTH TIP -TO -TIP WIDTH HORIZONTAL SECTION A -A Anchor Group 1.14" MAX. SHIM Substrate 12 STEEL Min. Embedment A SELF -DRILLING Ungrouted CMU, (ASTM C-90) SMS (G5). SEE — B TABLE 5, THIS \ 9116" 1-3181' SHEET\ 1/8" Steel Stud, Gr. 33 min. 318" 0.0346 (20 Ga)' A36 Steel 318" USE EITHER INSTALLATION 114" 410 SS CreteFlex LATCH (# 29) OR 1-3/8" BOTTOM LOCK OPTION 4 SII Ungrouted CMU, (ASTM C-90) 1-3/4" 32-35 (411), TESTED INSTALLATION 1/4" Steel Utracon UNIT LOCATION: r] ANCHORS 1-318" 6-516' FROM DIRECTLY INTO Ungrouted CMU, (ASTM C-90) 2-1/2" 6) VENT END. METAL. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR EXTERIOR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 5, THIS SHEET. CONCRETE/CMU PERANCHOR REQUIREMENT r. 41 HV (27) 24 431 64) EXTERIOR VISIBLE LIGHT WIDTH-----— BUCK WIDTH TIP -TO -TIP WIDTH HORIZONTAL SECTION A -A Anchor Group Anchor Substrate Min. Edpe Distance Min. Embedment A 114"410 SS CreteFlex Ungrouted CMU, (ASTM C-90) 1-314" 1-1/4" B 12 Steel SMS Screw (G5) P.T. Southern Pine (SG = .55) 9116" 1-3181' Aluminum, 6063-75 min. WIT' 1/8" Steel Stud, Gr. 33 min. 318" 0.0346 (20 Ga)' A36 Steel 318" 1/8"` 114" 410 SS CreteFlex P.T. Southern Pine (SG = .55) 1" 1-3/8" Concrete (min. 3.35 ksi) 1" 1" Ungrouted CMU, (ASTM C-90) 1-3/4" 1-1/4" C 1/4" Steel Utracon P.T. Southern Pine (SG = .55) i" 1-318" Concrete (min. 2.9 ksi) T' 1-3/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" MIMIMUMUF a IHKEAUJ bLYUNU I HE Mt I AL Utb I KA It. TVP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 5, THIS SHEET. JEMBEOMENT EDGE DISTANCE INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EGRESS FORMULAS EQUAL -LITE) WIDTH: TIP -TO -TIP WIDTH -4' HEIGHT: TIP -TO -TIP WIDTH2 - 6-5116" VISIBLE LIGHT FORMULAS EQUAL -LITE) WIDTH (SASH): TIP -TO -TIP 'WIDTH - 5-1/16" WIDTH (FIXED): TIP -TO -TIP WIDTH - 4" HEIGHT: (TIP -TO -TIP HEIGHT- 7-1116')2 n} NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 21 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112" THICK OR GREATER. 1X AND 2X BUCKS --/ PRODUCT REVISED ( WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE mPI'mg with it. Ff, i w ENGINEER OR ARCHITECT OF RECORD. 5u s1 C & nir'/ut//iem 'F ) 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO Re (sed By: DIM.: Revr¢— F@pPmt Dat¢ REFERRED TO AS DAYLIGHT OPENING) IS i MEASURED FROM BEADING TO BEADING, JR 04/22/16 NO CHANGE L j ade Prndued _mrn 114" MAX SHIM ReWsed By: Date: R -War: NO ANCHORS _ CONCRETE PER - - REQUIRED IN • ANCHOR - p De¢crip6on:Drown W. FLANGE SILL - - REQUIREMENT _ .lC- - FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI FRAME a S - b - p 1070 TECHNOLOGY DRIVE Title: Dote: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P.O. BOX 1529 VERTICAL SECTION B -B NOKOMIS.' FL 34274 Seres/Modet: Scale: Sheet: Drawing No. Rer. A. LYNN MILLER, RE CERT. OF AUTH. #29296 SH -200 NTS 4 OF 8 MD-SH2O0-01 C P.E.# 58705 INSTALLATION DETAILS FOR FIN FRAMES INSTALLATION OPTION 5 CURVED HEADER EDGE INSTALLATION DISTANCE_i ANCHOR(SCREW) 1 THROUGH THE FIN EDGE DISTANCE f- 1.465" - - II II, VISIBLE 11 LIGHT HEIGHT I I 9 EXTERIOR SII _j _ 2.751 r BUCK HEIGHT 2X WOOD, SEE NOTE 2, THIS SHEET i+ . EMBEDMENT VISIBLE LIGHT HEIGHT I i I ' t 2.254" TVP ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET. 4" MAX SHIM M TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 6, THIS SHEET. 81 USE EITHER LATCH (# 29) OR BOTTOM LOCK 32-* (#11).TESTED UNIT LOCATION: 6-5/8" FROM 64) VENT END. 5 TYP. ANCHOR TYPE. EMBEDMENT ANEDGE D DISTANCE — c- EDGE DISTANCE PER SUBSTRATE, SEE TABLE 6, THIS SHEET 2X WOOD EMBEDMENT SEE NOTE 2 THIS SHEET EDGE -- _ 2X WOOD, DISTANCETHIS SHEET SEE NOTE 2, EDGE DISTANCE EMBEDMENT I L_ - 1/4" MAX SHIM - 10 STEEL SELF -DRILLING SMS (G5) EXTERIOR =/ r_ J — ALUMINUM/STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. NOTES 1) USE ONLY SUBSTRATE MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1/4' MAX SHIM 1 APPROPRIATE ANCHORS LISTED ON TABLE_ 6 OF THIS SHEET, Revised E FOLLOW EMBEDMENT AND EDGE JR EDGE DISTANCE LIMITS. ANYDANCEINSTALLATIONOPTION SHOWN Revised E MAY BE USED ON ANY SIDE OF THE - EDGE VJINDOW. jI 4 TYP. ANCHOR TYPE. OPTION 6 I EMBEDMENT AND EDGE EXTERIOR l DISTANCE PER SUBSTRATE, P.T. Southern Pine (SG = .55) SEE TABLE 6, THIS SHEET. INSTALLATION OPTION E 9116" STRAIGHT HEADER 2-1/2" x ,145" Roofing Nail INSTALLATION ANCHOR SHEET SCREW) THROUGH THE FIN HORIZONTAL SECTION C -C VISIBLE LIGHT FORMULAS 3/4" INSTALLATION INSTALLATION ANCHOR WIDTH (SASH): BUCK WIDTH -4-1/16" OPTION 7 10 Steel SMS Screw (G5) INSTALLATION 41 2726 7 NAIL) THROUGH THE FIN ANCHOR(SCREW) ;r Steel Stud, Gr. 33 min. 3/8" THROUGH THE FIN 1/4" MAX. SHIM 10 STEEL SELF -DRILLING SMS (G5) EXTERIOR =/ r_ J — ALUMINUM/STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. NOTES 1) USE ONLY SUBSTRATE MIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1/4' MAX SHIM 1 APPROPRIATE ANCHORS LISTED ON TABLE_ 6 OF THIS SHEET, Revised E FOLLOW EMBEDMENT AND EDGE JR EDGE DISTANCE LIMITS. ANYDANCEINSTALLATIONOPTION SHOWN Revised E MAY BE USED ON ANY SIDE OF THE - EDGE VJINDOW. INSTALLATION OPTION 5 ` _ 43) 32-351 ) INSTALLATION ANCHOR (SCREW) VISIBLE LIGHT WIDTH THROUGH THE FIN BUCK WIDTH - MULLION SECTION_ DADE APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL. MAX. 1/4" SHIM. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. EXTERIOR EDGE DISTANCE EDGE DISTANCE — I 1/4" MAX SHIM 114" MAX SHIM TVP. ANCHOR TYPE, EMBEDMENT AND EDGE F..-- OPTION 6 EDGE DISTANCE 2X WOOD, SEE INSTALLATION ANCHOR EXTERIOR NAIL) THROUGH THE FIN P.T. Southern Pine (SG = .55) DISTANCE PER SUBSTRATE. 2-7/16" NOTE 2, THIS 9116" SEE TABLE 6, THIS SHEET. 2-1/2" x ,145" Roofing Nail WIDTH: BUCK WIDTH - 3" SHEET HEIGHT: BUCK HEIGHT/2 - 5-13/16" HORIZONTAL SECTION C -C VISIBLE LIGHT FORMULAS 3/4" EQUAL -LITE INSTALLATION ANCHOR WIDTH (SASH): BUCK WIDTH -4-1/16" 3/8" 10 Steel SMS Screw (G5) HEIGHT: (BUCK HEIGHT - 6-1116')12 41 2726 7 NAIL) THROUGH THE FIN Steel Stud, Gr. 33 min. 3/8" 12) (61 10--, A 3/8" VERTICAL SECTION D -D A. LYNNMILLFR,PF. EMBEDMENT Scale: NTS Sheat: 5 OF 8 Drawing No. MD-SH2O0-01 1 P.E.# 587D5 INSTALLATION OPTION 5 ` _ 43) 32-351 ) INSTALLATION ANCHOR (SCREW) VISIBLE LIGHT WIDTH THROUGH THE FIN BUCK WIDTH - MULLION SECTION_ DADE APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL. MAX. 1/4" SHIM. SEE SUBSTRATE PROPERTIES, TABLE 6, THIS SHEET. EXTERIOR Anchor INSTALLATION Min. Edge OPTION 6 J INSTALLATION ANCHOR EXTERIOR NAIL) THROUGH THE FIN 2-1/2" x .113" Box Nail P.T. Southern Pine (SG = .55) 1/2" 2-7/16" EGRESS FORMULAS 9116" EQUAL -LITE) 2-1/2" x ,145" Roofing Nail WIDTH: BUCK WIDTH - 3" 9116" HEIGHT: BUCK HEIGHT/2 - 5-13/16" 1070 TECHNOLOGY DRIVE VISIBLE LIGHT FORMULAS 3/4" EQUAL -LITE INSTALLATION ANCHOR WIDTH (SASH): BUCK WIDTH -4-1/16" 3/8" WIDTH (FIXED): BUCK WIDTH - 3" 10 Steel SMS Screw (G5) HEIGHT: (BUCK HEIGHT - 6-1116')12 Anchor Substrate Min. Edge Min. a .- c"mpiyin8 xmi the Fl.!ida Distance Embedment 2-1/2" x .113" Box Nail P.T. Southern Pine (SG = .55) 1/2" 2-7/16" 2-112" x .131" Common Nail P.T. Southern Pine (SG = .55) 9116" 2-7/16" 2-1/2" x ,145" Roofing Nail P.T. Southern Pine (SG = .55) 9116" 2-7/16" 1070 TECHNOLOGY DRIVE P.T. Southern Pine (SG = .55) 3/4" 1-3/8" INSTALLATION ANCHOR Aluminum, 6063-T5 min. 3/8" 1/8" 10 Steel SMS Screw (G5) SINGLE HUNG WINDOW INSTALLATION 05/11/11NAIL) THROUGH THE FIN Steel Stud, Gr. 33 min. 3/8" 0.036 A36 Steel 3/8" VERTICAL SECTION D -D 04/22/16 ODUCT RE V ISEL; 1/8" a .- c"mpiyin8 xmi the Fl.!ida Description; 1 ii ngC.& prance No--C)S05, 02 Revision: NO CHANGE L,p; By W t -d !Jerk P a3uct Cm> Revision: 2) 2X WOOD FRAMING OR BUCK, DISTANCE - a .- cD Description; Drown By: INSTALLATION 2) 2X WOOD FRAMING OR BUCK, 5 2 FIN FRAME INSTALLATION DETAILS J ROSOWSKII OPTION EMBEDMENT 1.1/2" THICK OR GREATER, 1070 TECHNOLOGY DRIVE Title: Dote: INSTALLATION ANCHOR 2X WOOD, SEE NOTE 2, THIS SHEET 3) VISIBLE LIGHT WIDTH OR HEIGHT N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11NAIL) THROUGH THE FIN ALSO REFERRED TO AS DAYLIGHT P.O. BOX 1529 NOKOMIS, FL 34274 VERTICAL SECTION D -D OPENING) IS MEASURED FROM BEADING TO BEADING. A. LYNNMILLFR,PF. cERr. of RUTH. yz9z96 Senea/Model: SH 200 Scale: NTS Sheat: 5 OF 8 Drawing No. MD-SH2O0-01 Rev: C P.E.# 587D5 TABLE 7 PrcD:rcT r.:Evlsfn s3 coca:; 1"WEEP NOTCH O EACH END 90° CORNER FRAME ASSEMBLY E SOZ51 MITERI 5 WI' WELDS AT 1 SCREW BOSSES ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ANGLED/CURVED FRAME ASSEMBLY 1/8"ANNEALEDOR I_ TEMPERED GLASS II 60r 40 I ih3/8' NOM. GLASS BITE 2 liz.) 1/8" GLAZING DETAIL GLASS TYPES A 8 B 3/16" ANNEALED OR TEMPERED GLASS If 3/8" NOM. GLASS BITE f • —SILICONE- STRUCTURAL \ 7 1/4" NOM. POLYISOBVTYLEN WITH DESICCANT EXT. GLASS INT. GLASS KODISPACE 4SG TPS 3/16" GLAZING DETAIL GLASS TYPES C & D 90' CORNER FRAME ASSEMBLY 1"WEEP\\ NOTCH @ EACH END 9 FuoDUCT REVISCD lying with ltr F4riQn a,& C cn aB::zlrance NO !i0' P50p. 025vpirotwnUm¢ Dip 1 ixv il/ imr. DaJc Pmdwf Cant;ol U p Lo 0 OLi O 40 8 Z O a x v 3 J O z g o eg LLI 50 51 (w Q MI'fEREO Y["'J nWITHFRAFLANGEFRAMEyajQ (n LL WELDS AT SHOWN, FIN 0 J Z OASCREWBOSSESFRAMESIMILAR ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAILg o iE r` 1R"NOA1. _ _ _ 1/2" NOM. 1 J 0 (n GLASS STACK GLASS STACK m Z 1/4"AIRSPACE 3/16'AIRSPACE CO 2 § b Z 1/4" ANNEALED OR 1/8" ANNEALED OR 3/16" ANNEALED OR W TEMPERED GLASS — TEMPERED GLASS _ 1/8•' ANNEALED OR TEMPERED GLASS — 1/8" ANNEALED OR C'V NC9 TEMPERED GLASS TEMPERED GLASS N Q Z IIII 62. I''' jl 63) % II I i--i64 o .V O 42 - 43 I. II 143)--• II II ' e O e Q'' 2 .. N 3/8"NOM. Jj .. W II ! u 3/E' NOM. j 't m'' ` o Z J o 2 II GLASS BITE it II c S 1/8" NOM. I GLASS BITE 1111 G_ASS BITE I, \ f 365 32-35 _• 38)b O oZ V -- z o U y 32-3 1/4" GLAZING DETAIL HOT -MELT BUTYL STRUCTURAL x Y SILICONE FOAM 3116"NOM. WITH DESICCANT // • \ EXT. GLASS INT. GLASS 3a) SUPER SPACERC NXT TM GLASS TYPES E & F BUTYL & DESICCANT FOAM EXT. GLASS—, 1/2" I.G. GLAZING DETAIL GLASS TYPES G & I REINFORCEMENT POLYISO- ,— DESICCANT FILL AREA BUTYLENE--/ 5/16"NOM. 5/16" NOM— SEAL 7. INT. GLASS 3a DURASEALP SPACER SILICONE SEAL ROLL -FORMED STAINLESS STEEL : /•f\ i EXT. GLASS — I / e•—INT. GLASS a5) XL EDGE TISPACER 1/2" I.G. GLAZING DETAIL GLASS TYPES H & J N p Te N ypc in n OJT Zwo. S Spm N WU W OoodY p 0 o ti i f , F. I A.'LYNN 41 LER, P.E. P.E.Y 58705 Item PGT Dwg. # PGT Part # Description 1 2703E 62703EW Flange Frame Head 2 2751B 62751BW Flange Frame Sill 3 2781 62781W Flange Frame Jamb 4 2713 62713BW Integral Fin Frame Head 5 2714E 62714EW Integral Fin Frame Sill 6 2782 62782W Integral Fin Frame Jamb 7 2706 62706DW Sash Bottom Rail 8 2707 62707CW Sash Top Rail 9 2739 62739W Fixed Meeting Rail 10 2709 62709CW Sash Side Rail 11 2740B 742740AW Sash Bottom Lock 12 2785 62785W Sash Stop 13 134 66615 Addon Flange 20 1226 61226DW Vinyl Bulb, Flex PVC 70 21 1662C 71662CW Head/Sill Gasket, Polyethelyne 22 1270 7PAD118 Open Cell Foam Pad 23 2772 72772SHK Fixed Meeting Rail Plug Gasket, Rigid PVC 24 4066 64066G Wstp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Rail Casket, Polyethelyne 26 1078 7121UM Balance Take-out Clip 27 Varies per Size Balance 28 2711 4280OW Sash Carn, Nylon 29 1096 71096W Sweep Latch, Znc 30 1016 7858WW 8 X.625 Ph. Fl. SMS Latch Screws 31 1267 71267N Setting Block 1/8' x 1/2" x 1", EPDM 32 33 34 35 See Kommerling 4SG TPS Spacer System Sheet Quanex Super Spacer nXT with Hot Melt Butyl 7 for Quanex Duraseal Materials Cardinal XL Edge Spacer 36 Sash Bottom Lock Spring 37 Screen Cloth, Fiberglass 38 Dow Coming 899 Silicone Glazing Sealant 40 1625 61625B Glass Bead (1/8" Glass) 41 2719 62719B Glass Bead (3/16" Glass) 42 1263 61263B Glass Bead (1/4" Glass) 43 1253 6VT48B Glass Bead (I.G.) 50 781 PQA 8 X 1" QUAD Pn SMS 51 781PSTX 8 X 1" Sq. Pn Twin Fast SMS - 410 S.S. 52 1184 781LHPOA 8-15-x 1 LH Twinfast Screw Zinc 53 1186 781LHPQX 8-15 x 1 LH Twinfast Screw Znc (S.S.) 54 78XIPFTFUA 8 X1" Ph FI u/cut SMS 55 78X1 FPAX 8 X 1" Ph FI - Stainless Steel 60 1/8" Annealed or Tempered Glass 61 3/16" Annealed or Tempered Glass 62 1/4" Annealed or Tempered Glass 63 1/8"- 1/4" Air - 1/8" An. or Temp. I.G. 64 1/8"- 3/16" Air - 3/16" An. or Temp. I.G. 2.000" :::' I062.062" 500" B'9. 062" .062 FLANGE FRAME HEAD J 663-T6 ALUMINUM e 2.056" 3.225" oso•' n -- 07s" r .oso" - { - 1.125" 050" CINTEGRAL FIN FRAME SILL 663-T6 ALUMINUM 11 06z' 7 1.582" osz" ni'l 1.0,0" 9') FIXED MEETING RAIL 6063-T6 ALUMINUM 2.600' oso" i 2.056" CFLANGE FRAME SILL 2 1 6063-T6 ALUMINUM j1T 1.125' +j .050•' J 62" 2.000" 050" 975" 050" 1 INTEGRAL FIN FRAME JAMB 6063-T6 ALUMINUM 062" - 050' a7" 926" -- r SASH SIDE RAIL 8063-T6 ALUMINUM 1 238" . 050" 062" 2.000° TI 500' - T 062" -J 050" FLANGE FRAME JAMB 6063-T6 ALUMINUM 2000" 952" - 1.125" 050" 062' 869' 062' 062" 62" 4 INTEGRAL FIN FRAME HEAD 6063-T5 ALUMINUM 7=7 .976" I 050" 1, ,. 1.a96.. 62 1 " 229' I . oso" 062' 667" ( 3) 6 63. 6 A UMGNUM 062" 926" - , 800"+- SASH BOTTOM RAIL /IC. SASH TOP RAIL 1 6063-T6 ALUMINUM C. ) 6063-T6 ALUMINUM 865" t7 I A 039" I . 826. 062". ' 1.157" +j i 1111 SASH BOTTOM LCCK RAIL i12 S.45H STOP 6063-T6 ALUMINUM6063-T5 ALUMINUM Revised 6y. Dbte: %W ion: JR 04/22/16 ADDED IG SPACERS Revised ey: Oote: YRevision: w Dssenpti- BOM & PART DETAILS CI -DUCT REVISED I4.0n6 ,61h Lhc Fturida Duil'li- Cu& 1 Y2' [ane¢ N" 1<y wMim Dede Prod= J ROSOWSKI 1070 TECHNOLOGY DRIVE 71tM: Gate: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 P.O. BOX 1529 NOKOMIS, FL 34274 a/,y er: Score y eel: proring No. Rer. CERT. OF AUTH. #29296 SH -200 NTS 8 OF 8 MD-SH2O0-01 MIAMI -DAD., COUNTY" PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION ]'(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w,vw.miamidade.2ov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SH -200" Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11, with revision C dated 04/22/161. prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control .Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model,/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIVIINATION 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. 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 revises and renews NO A# 15-0528.22 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 1 NOA No. 1.6-0505.02 Expiration Date: September 01, 2021 Approval Date: June 16,2016 Page I PGT Industries. In NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 1.1-0614.0.1) 2. Drawing No. MD-SH2O0-01, titled "Single Hung Window Installation" sheets 1. through 8 of 8, dated 05/11/11, with revision C dated 04/22/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P,E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3 ).2. and TAS 202-94 along with marked -up drawings and installation diagram of series SH -200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted tinder NOA No. .1.1-0614.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/22/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA Ala. 15-0528.22) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 201.6, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.22, issued to PG -1 Industries, Inc. for their Series SH -200" Aluminum Single Hung Window - N.I., approved on 08/06/15 and expiring on 09/01/16. Manuel P rez, P.E. Product Conti Exa finer NOA No. 6- - 5.02 Expiration Date: September 01, 2021 Approval Date: June J.6,2016 E-1 SCIS Horne Log Out User Registration Hot lopics Submit Surcharge Stats & Facts ry=OC c Product Approval USER: dominlc fiocco Product A -oval Menu > Product or Application Search > Application Listnn Search Criteria Code Version 2014 FL# 242.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Annlications FL#Tvpe Manufacturer Validated By Status FL242-R21 Revision PGT Industries Miami -Dade BCCO - V LAApproved History_ FL#: FL242.1 (736) 315-2590 l Model: HR - 210 (Non -Impact) 1 l Description: Aluminum Horizontal Roller Window Category: Windows Subcategory: Horizontal Slider Approved Dy utWF<. Approvals Dy ubi,R snap ne reviewea ana ratlnea py the Pu(- and/or the commission it necessary. Contact Us :: 22601 Blair Stone Reid, Tallahassee FL 32399 Phone_8.50-487-1824_ The State of Florida is an AA/EEO employer. Copyraht 2007=2013 State of Florida.:: Privacy Statement :: Accessibildv Statement :: Refund Statement MIAMFDADE MIAMI -DARE COUNTY ME PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 HOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2.590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 Miarni—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRI PTION: Series "HR -210" Aluminum Horizontal Rolling Window - N.I. APPROVAL DOCUMENT: Drawing No. MD-HR210-01 titled "Horizontal Roller Window Details", sheets 1 through 8 of 8, dated 12/01/11, with revision B dated 05/05/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 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 riser 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 and renews NOA4 15-0609.05 and consists of this page 1 and evidence pages 1 I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0629.02 MIAMI -DARE COUNTY Fxpiration Date: April 05, 2022 Approval Date: August 04, 2016 Page 1 PCT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 11-1201.04) 2. Drawing No. MD-HR210-01 titled "Horizontal Roller Window Details", sheets 1 through 8 of 8, dated 12/01 /11, with revision B dated 05/05/11.5, prepared by manufacturer, signed and sealed by Anthony Lynn Miler, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an alwninum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal"" spacer system, Super Spacer NX"TTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FT.L-8968 and FTL-8970, dated 1.1/16/151 06/07/16 and 06/02/16 respectively, all signned and scaled by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum letters for each dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E. Submitted under NOA No. 11-120-1.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'1' Edition (2014), dated 05/29/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No. 15-0609.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manuel Pt ez, P.E. y Product Cont ro E. aminer NOA No. -0629.02 Expiration Date: April 05, 2022 Approval Date: August 04, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-51" Edition 2014), dated .May 26, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, Y.E. Submitted under previous NOA No. 15-0609.05) 2. Statement letter of no financial interest, dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No. 15-0609.05) 3. Laboratory compliance letter for Test Reports No. YFL,-6657 and FTL-6658, issued by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/18/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. Submitted under NOA No. 11-1201.04) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Isbaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0609.05, issued to PGT Industries, Inc. for their Series HR -210" Aluminum Horizontal Sliding Window - N.I., approved on 08/13/15 and. expiring on. 04/05/17. Manuel Pere, .E. Product Control Ex ner NOA No. 16-0629.02 Expiration Date: April 05, 2022 Approval Date: August 04, 2016 E-2 GENERAL NOTES: SERIES 210 NON -IMPACT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY I MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS HE USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 1, SHEET 1. 4) ALL WOOD BUCKS LESS THAN 1-1!2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENTAS SPECIFIED ON TABLE 1, SHEET 1. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 120' WIDTH — 119' BUCK WIDTH B SHEETS 5&6 ASHEETS 5&6 ALWAYS SEE NOTE A, SEE NOTES B & C, ~ i 3-3!16' REQUIRED THIS SHEET THIS SHEET B 3" @ CORNERS TYP. XOX (1/4-1/2-1/4) ELEVATION 74" WIDTH 73" BUCK WIDTH B SHEETSF' saa TABLE 1: 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE Anchor 90" WIDTH Min. Edge PRCDUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF A 89" BUCK WIDTH A 1/4" Steel Hollow Block, (ASTM C90) TRANSFERRING APPLIED LOADS. SHIM TO BE NO MORE THAN 1/4" 1-1/4" Ultracon 3" 56-7/8" By 58-1!Y' THICK. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED 9115' GHT SASH VISIBLE FIXED VISIBLE 3/8" t 62" ' LIGHT A653 Stud, Gr. 33, 0.0346" min. (20 Ga) LIGHTi FIXED VISIBLE, TYP. XO ELEVATION (OX SIM_) 1C I BUCK. Aluminum, 6063-T5, .125" min. 318" SHEETS LIGHT HEIGHT 1" 26-9/16'. I 56-7/8" SASH C 5&6 7) DES IGN PRESSURES: SASH 56-3/16"FIXED VISIBLE UGHT VISIBLE 1 -314 - 314" 3/4" Date: N. VENICE. FL 34275 VISIBLE A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 72• LIGHT LIGHT LIGHT 62" PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. HEIGHT Dmrinq No. Rev: BUCK ASHEETS 5&6 ALWAYS SEE NOTE A, SEE NOTES B & C, ~ i 3-3!16' REQUIRED THIS SHEET THIS SHEET B 3" @ CORNERS TYP. XOX (1/4-1/2-1/4) ELEVATION 74" WIDTH 73" BUCK WIDTH B SHEETSF' saa TABLE 1: 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE Anchor 90" WIDTH Min. Edge PRCDUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF 89" BUCK WIDTH A 1/4" Steel Hollow Block, (ASTM C90) TRANSFERRING APPLIED LOADS. SHIM TO BE NO MORE THAN 1/4" 1-1/4" Ultracon 5&6 B) ADDED SPACERS TO By 12 Steel THICK. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED 9115' 1-3/8" 3/8" Min. of 3 threads B TO RESIST LOADS IMPOSED CN THEM BY THE WINDOW. A653 Stud, Gr. 33, 0.0346" min. (20 Ga) 3/8" FIXED VISIBLE, TYP. XO ELEVATION (OX SIM_) 1C I SMS Aluminum, 6063-T5, .125" min. 318" SHEETS LIGHT Concrete (min. 2.9 ksi) 1" 63" HEIGHT I 56-7/8" SASH C 5&6 7) DES IGN PRESSURES: C VISIBLE ) VISIBLE 1 -314 - 314" 3/4" Date: N. VENICE. FL 34275 HORIZONTAL ROLLER WINDOW DETAILS A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 72• LIGHT LIGHT NOKOMIS, FL 34274 62" PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. HEIGHT Dmrinq No. Rev: BUCK HR -210 NTS 1 OF 8 B) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, e HEIGHT 26-7/16" STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PERI 65-716" -../ 67-1/8" SASH ASTM E1300. 71" SASH FIXED BUCK VISIBLE VISIBLE 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN HEIGHT LIGHT LIGHT LIGHT Anchor Anchor 90" WIDTH Min. Edge Group 89" BUCK WIDTH A 1/4" Steel Hollow Block, (ASTM C90) B SHEETS 1-1/4" Ultracon 5&6 B) ADDED SPACERS TO By 12 Steel P.T. Southern Pirie (SG = .55) 9115' 1-3/8" SMS (G5) or 211 3/8" Min. of 3 threads B A A653 Stud, Gr. 33, 0.0346" min. (20 Ga) 3/8" FIXED VISIBLE, TYP. XO ELEVATION (OX SIM_) 1C I SMS Aluminum, 6063-T5, .125" min. 318" substrate LIGHT Concrete (min. 2.9 ksi) 1" 63" HEIGHT I 56-7/8" SASH FIXED 2-112 1-314" C VISIBLE ) VISIBLE 1 -314 - 314" 3/4" Date: N. VENICE. FL 34275 HORIZONTAL ROLLER WINDOW DETAILS I'll LIGHT LIGHT NOKOMIS, FL 34274 62" SAeet: Dmrinq No. Rev: BUCK HR -210 NTS 1 OF 8 MD-HR210-01 e HEIGHT 26-7/16" SASH VISIBLE LIGHT ALWAYS SEE NOTE A, B REQUIRED THIS SHEET 3' @ CORNERS SEE NOTES B & C, THIS SHEET TYP. XOX (1/3-1/3-1/3) ELEVATION Anchor Anchor Substrate Min. Edge Min, Group C. REQUIRED IF WINDOW WIDTH IS OVER 89' USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT Distance Embedment A 1/4" Steel Hollow Block, (ASTM C90) 2-1/2" 1-1/4" Ultracon jHl B) ADDED SPACERS TO By 12 Steel P.T. Southern Pirie (SG = .55) 9115' 1-3/8" SMS (G5) or A36 Steel, .125" min 3/8" Min. of 3 threads B 12 410 SS A653 Stud, Gr. 33, 0.0346" min. (20 Ga) 3/8" beyond metal TYP. XO ELEVATION (OX SIM_) 1C I SMS Aluminum, 6063-T5, .125" min. 318" substrate 1/4" Steel Concrete (min. 2.9 ksi) 1" 1-3lB" Ullracon Grouted -filled Block, (ASTM C90) 2-112 1-314" C 1/4" 410 SS Concrete (min. 3.4 ksi) 1" 1 -314 - 314" 3/4" Date: N. VENICE. FL 34275 HORIZONTAL ROLLER WINDOW DETAILS I'll 1-114" PRESSURE. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WASSASH A. REQUIRED IF WINDOW WIDTH IS OVER 67". 33-9/16" 33-9116" FIXED C. REQUIRED IF WINDOW WIDTH IS OVER 89' USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT D. REQUIRED IF WINDOW WIDTH IS OVER 45" a. complying wish the x arid. VISIBLE LIGHT VISIBLE LIGHT Ac :^pUmce COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET jHl B) ADDED SPACERS TO By THEREQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION t tAian,Pnd: ?'raAse Corrtrd! RESISTANCE BALWAYS3" "I — Imo— 3-3116" 9) REFERENCES: TEST REPORTS FTL-6657 & 6658; EL -CO ULTRACON REQUIRED SEE NOTE D. THIS SHEET NOAI ELCO CRETEFLEX NCA; ANSIiAF&PA NDS FOR WOOD @ CORNERS CONSTRUCTION AND ADM ALUMINUM TYP. XO ELEVATION (OX SIM_) 1C I 10) THE 210 SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY C)IAY KNOWN AS THE 201 SERIES DESIGN PRESSURE RATING I IMPACT RATINC VARIES, NOT RATED FOR SEE SHEETS 3 & 4 IMPACT RESISTANCE STANDARDS USED: 2014 FLORIDA BUILDING CODE (FBC), STH EDITION ASTM E1300-04 ANSUAF&PA NDS -2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADM -2010 AISI-S 100-07/S2-2010 ELEVATIONS .................................... 1 ANCHOR SPECIFICATIONS............ 1 ANCHOR SPACING/QUANTITIES... 2 DESIGN PRESSURES, XOIOX........ 3 DESIGN PRESSURES, XOX............ 4 INSTALLATION, STD MR ................. 5 INSTALLATION, HD MR.- ................ 6 GLAZING DETAILS .......................... 7 CORNER ASSEMBLY ...................... 7 EXTRUSION PROFILES .................. 8 PARTS LIST ..................................... 8 No, 58705 `• '. s;ONAL ENG•• A. LYNN MILLER, P.E. P.Eq 58705 SHEETS 5&6 Imo— 3-3/16' WEEPHOLE NOTES, (SEE W'EEPHOLE DETAILS, SHEET 7 OF 8);_ A. REQUIRED IF WINDOW WIDTH IS OVER 67". B. REQUIRED IF WINDOW WIDTH IS OVER 45" AND UP TO 67". C. REQUIRED IF WINDOW WIDTH IS OVER 89' RODUCT itLVISEDD. REQUIRED IF WINDOW WIDTH IS OVER 45" a. complying wish the x arid. Isuaains Caar 16-Ob2gi.02No.. Ac :^pUmce Revised By: Dote: Revision: JR 05/05/16 B) ADDED SPACERS TO By SHEET8. tAian,Pnd: ?'raAse Corrtrd! Revised 9y: Date: Revision,ff(s l , Description: V By7"'" By GENERAL NOTES & ELEVATION J 1070 TECHNOLOGY DRIVE Title: Date: N. VENICE. FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 P.O. BOX 1529 NOKOMIS, FL 34274 Sones/Model:Scale: SAeet: Dmrinq No. Rev: CERT. OF AUTH. #29296 HR -210 NTS 1 OF 8 MD-HR210-01 e 1 ANCHOR ON 1 ANCHOR AT EACH SIDE OF ' IN. ANCHOR, THE MEETING CORNER RAIL CORNER 6" MAX. MIN. 3 ANCHORS IN JAMB FOR / / 1 T' MAX. O.C. FOR WINDOWS UP WINDOWS UP TO 63" TO 44", MIN. 4 TALL, 20' MAX. O.C. ANCHORS IIJ,/ JAMB FOR FOR WINDOWS OVER 63" WINDOWS OVER 44" I 6" MAX. 6" MAX. --: h+— 6" MAX. FROM CENTER OF MEETING RAIL (X2) ANCHORAGE FOR ALL XO/OX CONFIGURATIONS 1 1 ANCHOR ON ANCHOR 1 ANCHOR ON 1 ANCHOR AT EACH SIDE OF AT EACH SIDE OF CORNER THE MEETING FIXED THE MEETING RAIL LITE RAIL MIN. 3 ANCHORS IN - JAMB FOR WINDOWS UP TO 44", MIN. 4 ANCHORS IN JAMB FOR WINDOWS OVER 44" MIN. 3 ANCHORS IN - JAMB FOR WINDOWS UP TO 44", MIN. 4 ANCHORS IN JAMB FOR - WINDOWS OVER 44" 1ANCHOR AT CORNER 6' MAX. SEE TABLE 2, FRAME HEIGHT 1 ANCHOR ON THIS SHEET, FOR 1 ANCHOR ON EACH SIDE OF ANCHOR EACH SIOE OF 1 ANCHOR AT THE MEETING OUANTITIES THE MEETING CORNER RAIL RAIL MIN. 3 ANCHORS IN - JAMB FOR WINDOWS UP TO 44", MIN. 4 ANCHORS IN JAMB FOR - WINDOWS OVER 44" 1ANCHOR AT CORNER 6' MAX. 6" MAX. 6" MAX. FROM MEETING RAIL (X2) ANCHORAGE FOR ALL XOX (1/3-1/3-1/3) CONFIGURATIONS 1 ANCHOR AT CORNER FRAMEFAWIDTH FRAME HEIGHT 6" MAX HOR GROUP ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP B C A B C A B C A B C53-1/8" 1 1 1 11 1 1 1 1 1 17'M, O.0 1 1 2 11 4 1 1STANDARD MEETING 1.. O 2 2 2 r G" MAX 1 1 2 1 1 1 1 RAIL 97" 2 3 2 2 2 2 2 2 1 1 1 1 109" 3 3 i 3 2 2 2 2 1 2 1 Dote: 120" 3 6" MAX. 6" MAX. FROM MEETING RAIL (X2) ANCHORAGE FOR ALL XOX (1/3-1/3-1/3) CONFIGURATIONS 1 ANCHOR AT CORNER 6" MAX.— 6"MAX.FROM MAX34' MEETING RAIL(X2) Itt ANCHORAGE FOR ALL XOX (1/4-1/2-1/4) CONFIGURATIONS TABLE 2: IAX. M1}AK I FRAME TYPE FRAMEFAWIDTH FRAME HEIGHT 6" MAX HOR GROUP ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP B C A B C A B C A B C53-1/8" 1 1 1 11 1 1 1 1 1 17'M, O.0 1 1 2 1 1 1 4 1 1STANDARD MEETING 1.. Revised By. 2 2 2 r G" MAX 1 1 2 6" MAX.— 6"MAX.FROM MAX34' MEETING RAIL(X2) Itt ANCHORAGE FOR ALL XOX (1/4-1/2-1/4) CONFIGURATIONS TABLE 2: IAX. M1}AK I FRAME TYPE FRAMEFAWIDTH FRAME HEIGHT 38318" 44" 505/8" 63" HOR GROUP ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP B C A B C A B C A B C53-1/8" 1 1 1 11 1 1 1 1 1 11., 2 1 1 2 1 1 1 1 1 1 1STANDARD MEETING 1.. Revised By. 2 2 2 2 1 1 2 1 1 1 1 RAIL 97" 2 3 2 2 2 2 2 2 1 1 1 1 109" 3 3 2 2 3 2 2 2 2 1 2 1 Dote: 120" 3 3 3 3 3 2 2 2 2 2 1 53-118" 1 1 1 1 1 1 1 1 1 1 1 1 HEAVY 74" 2 2 1 2 2 1 2 2 1 1 1 1 DUTY 85" 2 2 2 2 2 2 2 2 2 2 2 1 MEETING 97" 2 3 2 2 3 2 2 2 2 2 2 2 RAIL 109" 3 3 2 3 3 3 3 3 2 2 2 2 120" 3 4 3 3 4 3 3 3 3 2 2 2 XG, oX & XDX EGRESS HEIGHT: (WH - 4-518) XO & OX: EGRESS WIDTH: (WW12-3-1/2) XOX (1/4-1/2-1/4): EGRESS WIDTH: (WW/4-2-5/16) XOX (1/3-1/3.113)' EGRESS WIDTH: (WW/3-6) X. XO, OX & XOX: SASH VISIBLE LIGHT HEIGHT: (WH -6-1/8) FIXED VISIBLE LIGHT HEIGHT: (WH .4-7/8) XO & OX: SASH & FIXED VISIBLE LIGHT WIDTH: (WW/2 -3-7/16) XOX (1141/2-1/4): SASH VISIBLE LIGHTWIDTH: (WWA-3-7116) FIXED VISIBLE LIGHT WIDTH: (VVW/2- 3.13!16) XOX (113-113 SASH &FIXED VISIBLE LIGHT WIDTH: (WW/3-3-9/16) PRODUCT PE Vi3ED SEE TABLE 1, SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS. amplying with the Ffrxids I"2 C" 2C" Revised By: Date: Revision: pirst Date 2 By bti i>We PraauCn J Revised By. Dole: Revlslon: Description: Drown By. ANCHOR SPACING & QUANTITIES J ROSOWSKI 1070 TECHNOLOGY DRIVE It Dote: N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11P.O. BOX 1529 NOKOMIS. FL 34274 Sa lModel: Score: I Sheet:Growing No. Rev: A LYNN PE CERT. OF AUTH. #29296 HR -210 NTS 2 OF 8 MD-HR210-01 B RE,#59705 TART F.3 xo OR OX CONFIGURATIONS 1 MAXIMUM DESIGN PRESSURE RATING (psf) 1/8" Tempered STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL FRAME WIDTH GLASS TYPE FRAME HEIGHT 1/8" Annealed -114" Airspace -1/8" Annealed FRAME HEIGHT 3/16" Annealed -3176" Airspace -1/8" Annealed 4 38-3/8" 44" 50-5/8" 63" 383/8" 44" 505/8" 63" 72" 118" Tempered -1/4" Airspace -118" Tempered Glass 1 55.0/-90.0 +55.0/-90.0 55.0/-86.9 55.0/-67.9 55.0/-90.0 +55.01-90.0 +55.0/-86.9 +55.0/ 67.9 N/A 26-112" Glass 2 & 3 55.01-90.0 +55.0/-90.0 55.0190.0 55.0/-90.0 55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/90.0 +55.0/-90.0 Glass 4 & 5 55.01-90.0 +55.0/90.0 55.0/90.0 +55.0/-90.0 55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/90.0 +55.0/-90.0 Glass 1 55.01-73.5 +55.0151.2 55.0156.0 +49.7/49.7 55.0/-73.5 +55.0/51.2 +55.0/-56.0 +49.7/49.7 N/A 37' Glass 2 & 3 55.01-90.0 +55.01-90.0 55.0/57.2 55.0/57.2 55.0/-90.0 +55.0/-90.0 +55-0/-90.0 +55.0/-90.0 +55.0/-77.9 Glass 4 & 5 55.01-90.0 +55.0190.0 55.0/-90.0 55.0/-84.0 55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-78.1 Glass 1 55.0/-67.5 +53.7153.7 44.6/44.6 35.51-35.5 55.0/-67.5 +53.7/53.7 +44.6/-44.6 +35.5/-35.5 N/A 45" Glass 2 55.01-90.0 +55.0190.0 55.0/-75.0 55.0/-57.1 55.0/-90.0 +55.0/30.0 +55.0/-89.2 +55.0/-77.2 +55.0/55.8 Glass 3 55.0/-90.0 +55.0/90.0 55.0/-75.0 55.0/-57.1 55.0/-90.0 +55.0/-90.0 +55.0/-80.3 +55.0/53.9 +55.0/-57.1 Glass 4 & 5 55.0/-90.0 +55.01-90.0 55.0/-90.0 +55.0/-71.4 55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.01-77.4 +55.0/56.0 Glass 1 55.01-66.0 +53.1/53.1 43.6143.6 32.31-32.3 55.0/56.0 +53.1/53.1 +43.6/-43.6 +32.31.32.3 WA 49„ Glass 2 55.01-90.0 +55.0/-85.1 55.01-70.5 53.41-53.4 55.0/-90.0 +55.0/58.9 +55.0/-79.9 +55.0158.0 +55.0/51.3 Glass 3 55.01-90.0 +55.0/55.1 55.0/-70.5 53.4/-53.4 55.0/-90.0 +55.0/-90.0 +55.0/-78.5 +55.0/58.1 +50.6/-50.6 Glass 4 & 5 55.0/-90.0 +55.01-90.0 55.0/58.1 55.0/-66.7 55.0/-90.0 +55.0/90.0 +55.0/-90.0 +55.0/-72.3 +55.0/51.5 Glass 1 55.01-63.7 +52.4152.4 43.5/-13.5 31.21.31.2 55.0/-63.7 +52.4/52.4 +43.5/-43.5 +31.21312 N/A 53-1/8" Glass 2 55.01-90.0 +55.01-81.0 55.0/56.7 +50.2/-50.2 55.0/-90.0 +55.0/55.0 +55.0/-73.8 +55.0/59.4 +54.0/-54.0 Glass 3 55.0/-90.0 +55.0151.0 55.0/56.7 50.21-50.2 55.0/-90.0 +55.0/-90.0 +55.0/-78.3 +55.01-56.2 +46.8/-46.8 Glass 4 & 5 55.01-90.0 +55.0/90.0 55.0/-83.4 55.0/-62.7 55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/58.0 +55.0/-57.4 Glass 1 55.0/-59.2 +50.4/50.4 42.8/42.8 +31.8/-31.8 55.01-59.2 +50.4/50.4 +42.8/-42.8 +31.8/31.8 N/A 61" Glass 2 55.0/-89.2 +55.01-75.1 55.0/51.1 45.4/45.4 55.0/59.2 +55.0/-79.3 +55.0/57.2 +51.0/51.0 +44.0/-44.0 Glass 3 55.0/-90.0 +55.0/-75.1 55.0/51.1 45.4/45.4 55.0/-90.0 +55.0/-90.0 +55.0/-77.0 +55.0/57.2 +46.4146.4 Glass 4 & 5 55.0/-90.0 +55.0/-90.0 55.0/-76.4 55.0/-56.7 55.0/-90.0 +55.0/-90.0 +55.0/-82.9 +55.0/51.5 +51.8/-51.8 Glass 1 55.01-56.3 +48.5148.5 41.6/-41.6 32.0/-32.0 55.0/-56.3 +48.5/48.5 +41.6/41.6 +32.0132.0 N/A 66" Glass 2 55.01-79.7 +55.0/-72.5 55.0/-58.5 43.0/43.0 55.01-79.7 +55.0/47.1 +55.0/-65.2 +49.31-49.3 +41.2(41.2 Glass 3 55.01-79.7 +55.0/-72.5 55.0/58.5 43.0/43.0 55.0/-79.7 +55.0/-79.7 +55.0/-74.9 +55.0157.6 +47.0/-47.0 Glass 4 & 5 55.01-79.7 +55.01-79.7 55.0/-73.1 53.81-53.8 55.0/-79.7 +55.0/-79.7 +55.0/-79.3 +55.0/58.3 +48.9/-08.9 Glass 1 51.11-51.1 +44.21-04.2 38.9/-38.9 30.0/-30.0 51.1/-51.1 +44.2/-44.2 +38.9/-38.9 +30.0/-30.0 N/A 74„ Glass 2 55.0153.5 +55.0/-63.5 55.0/-55.3 40.0/40.0 55.0/53.5 +55.0/53.5 +55.0/-62.0 +47.9/-47.9 +39.8/-39.8 Glass 3 55.01-63.5 +55.0(-63.5 55.0/55.3 40.0140.0 55.0/-63.5 +55.0/-63.5 +55.0/53.5 +54.1/-54.1 +45.0/-45.0 Glass 4 & 5 55.01-63.5 +55.0(-63.5 55.0/-63.5 50.0/-50.0 55.0/53.555.0/-63.5 +55.0/53.5 +54.2/54.2 +45.11-45.1 Glass Types 1 1/8" Annealed 1/8" Tempered 2 3/1G' Annealed 1/4" Annealed 3 1/8" Annealed -114" Airspace -1/8" Annealed 3/16" Annealed -3176" Airspace -1/8" Annealed 4 3/16" Tempered 1/4" Tempered 5 118" Tempered -1/4" Airspace -118" Tempered 3116" Tempen=d-3/16" Airspace 1/8" Tempered NOTES 1) USE THIS TABLE FOR ALL XO10X WINDOWS PER THE ELEVATION ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) DESIGN PRESSURES MAY BE INTERPOLATED BETWEEN SIZES. CONFIGURATIONS APPLICABLE TO THIS SHEET: X0 OX PRODUCT PEV1SEV as cnmpEying wiM f!w Ffiair R=aye r_ Nk 15" 29 - wne ` JD`L2CxpianonDate Gr_ tdx i' eAe Frnc6icf Qro V Y T o O 0 Q o W S O X z O > o >< UJI UJI IY If J U) Of co J W Q CL Z Z O o C% N c ui a u O 2 Z o_ N Glass Types 2 3/16" Annealed 114" Annealed 3 1!8" Annealed -1/4" Airspace -1!8" Annealed 3116" Annealed -3/16" Airspace -1!a" Annealed Paopucr r,Evh' 3116" Tempered 1/4" Tempered 5 1!8" Temperetl-1/a" Airspace -1 /8" Tempered 3116" Tempered -3116" Airspace -1/8" Tempered comp:pnd wi Ftmid.. suitAing Code d l. F-, sPconcctao. poral ±n Dalt W TABLE 5: JeanlI pude Prr uc. MAXIMUM DESIGN PRESSUREXOXCONFIGURATION RATING (psi V 4 & 5 HEAVY DUTY MEETING RAIL 55.01-90.0 +55.0/-90.0 +55.0/-86.9 +55.0/$5.0 STANDARD MEETING RAIL Glass 2 8 3 55.0/-73.8 +55.01-59.6 +q8.6/-48.6 +36.21-36.2 55.0/-9D.0 +55.0/-79.5 +55.0/-64.8 +48.2/-48.2 90' Glass 4 & 5 FRAME GLASS FRAME HEIGHT Glass 2 TABLE 6: Y 53-118" mFRAMEHEIGHT WIDTH TYPE 55.01-90.0 +55.01-9D.0 +55.0/-77.5 +55.0/-59.2 55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-87.5 63" Glass 2 55.Oi-8D.4 +55.0/-64.9 +52.9/-52.9 +39.3/-39.3 o ZO 74" 38-3/8" 44" 50-5/8" 63" O o_ 55.01-90.0 +55.0/-79.6 +55.0/-70.0 +52.5/-52.5 38-3/8" 44" 50-518" 55.01-90,0 +55.0/-90.0 +55.0/-90.0 +55.0/-78.9 Glass 4 & 5 N 55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-67.8 Glass 2 & 3 55.01-90.0 +55.D1-90.0 +55.0/-76.3 +55.0/-59.2 z 4g, 55.0/-90.0 55.0/-90.0 55.0/-9D.0 55.01-90.0 55.0151.9 +55.0/-71.1 +55.0/-62.8 +47.8/-47.8 m O 8 Glass 4 & 5 a NGlass4 & 5 55.01-90.0 +55.0/-90.0 +55.01.89.1 +55.0/69.1 O 55.0/-65.3 +55.0/-58.8 +46.3/-46.3 +33.11-33.1 55.0/-90.0 55.0/-90.0 55.01-90.0 55.0/-73.5 55.0/-72.5 +55.0/-56.8 +46.3/-46.3 +33.11-33.1 55.01-72.5 +55.01-63.7 +54.7/-54.7 +44.2/-44.2 WGlass2 & 3 55.01-90.0 +55.01-84.7 +55.0/-71.4 +55.01-55.1 53-1/8" 55.0/-56.7 +53.4/-53.4 +44.71-44.7 +31.2/-31.2 55.01-56.7 +53.41-53.4 +48.4/-48.4 +40.51-40.5 55.0/-90.0 55.0/-90.0 55.0/-90.0 55.0/-90.0 55.0/-64.8 +55.0/-55.6 +48.2/-48.2 +39.6/-39.6 o o Glass 4 & 5 55.0/-84.7 +55.0/66.5 +52.21-52,2 +36.4/-36.4 55.0/-90.0 +55.0/-90.0 +55.0/-77.1 +53.8/-53.8 Glass 4 & 5 55.01-90.0 +55.0/-90.0 +55.0/-83.2 +55.0164.3 Glass 2 49.7/-49.7 +47.9/-47.9 +43.6/-43.6 +30.0/-30.0 55.0/-90.0 55.0/-90.0 55.0/-85.1 55.01-65.3 Glass 4 & 5 55.0/-83.2 +55.01-65.0 +50.9/-50.9 +35.0/-35.0 55.0/-90.0 +55.0/-90.0 +55.0/-75.2 +51.7/-51.7 egGlass28355.0/-90.0 +55.0/-76.3 +55.0/-63.9 +49.0/-49.0 z 61" 55.0/-90.0 55.0/-90.0 55.0/-90.0 55.0/-84.5Glass4 & 5 55.0/-90.0 +55.D/-69.0 +55.01-74.5 +55.01-57.1 55.0/-90.0 55.0/-88.9 55.0/-73.7 55.01-55.8 Z LLGlass2 & 3 55.01-81.0 +55.0/-66.8 +55.0/-55.3 +41.9/131.9 co 74" 55.0/-90.0 55-0/-90.0 55.0/-90.0 55.0/-72.2 X O Glass 4 & 5 55.01-90.0 +55.0/-77.9 +55.0/-64.5 +48.8/-08.8 55.01-90.0 55.0/-81.8 55.0/-67.2 50.3/-50.3 iz O X N CL NGlass2 & 3 55.01-75.6 +55.D/-61.5 +50.4/-50.4 +37.7/-37.7 85" OfGlass w_ I NOTES: O Z 1) USE THISTABLE FOR ALL XOX WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. LV Q 2) FOR SIZES NOT SHOWN, ROUND UP TO THE c A ru Ql. Z O NEM AVAILABLE WIDTH OR HEIGHT DIMENSION Z I0N CV SHOWN ON THE TABLE. c go 3) DESIGN PRESSURES MAY BE INTERPOLATED 0 0 2. U) k W O .sn BETWEEN SIZES. a CONFIGURATIONS APPLICABLE TO THIS SHEET: N N ZI mv_i a i aY O 0 0 ni z c wU XOX(1/3-1/3-1/3) XOX (1/4-12-114) A. LYNN MILLER, P.E. P.E.e 58705 Glass Types 2 3/16" Annealed 114" Annealed 3 1!8" Annealed -1/4" Airspace -1!8" Annealed 3116" Annealed -3/16" Airspace -1!a" Annealed a 3116" Tempered 1/4" Tempered 5 1!8" Temperetl-1/a" Airspace -1 /8" Tempered 3116" Tempered -3116" Airspace -1/8" Tempered 4 & 5 55.D1-68.2 +55.D/-71.7 +55.0/-58.8 +44.0/-d4.0 55.01-90.0 +55.0/-90.0 +55.0/-86.9 +55.0/$5.0 Glass 2 8 3 55.0/-73.8 +55.01-59.6 +q8.6/-48.6 +36.21-36.2 55.0/-9D.0 +55.0/-79.5 +55.0/-64.8 +48.2/-48.2 90' Glass 4 & 5 55.0/-86.1 +55.D/-69.6 +55.0/-56.7 +42.2/-42.2 55.0/-9D.0 +55.01-90.0 +55.0/-83.9 +55.0/-62.4 Glass 2 SS.OI-90.0 +55.D/-79.5 +55.0/-66.4 +50.8/-50.8 55.0/-90.0 +55.0/-85.0 +55.0/-73.8 +55.01-59.4 53-118" Glass 3 55.0/-90.0 +55.0/-79.5 +55.0/-66.4 +50.8/50.8 55.0/-90.0 +55.0/-90.0 +55.0/-78.3 +55.0/-56.2 Glass 4 & 5 55.01-90.0 +55.01-9D.0 +55.0/-77.5 +55.0/-59.2 55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-87.5 Glass 2 55.Oi-8D.4 +55.0/-64.9 +52.9/-52.9 +39.3/-39.3 55.0/-83.1 +55.0/-72.8 +55.0/-62.0 +47.9/-47.9 ZO 74" Glass 3 55.01-80.4 +55.01-64.9 +52.9(-52.9 +39.3/39.3 55.01-90.0 +55.0/-79.6 +55.0/-70.0 +52.5/-52.5 Glass 4 & 5 55.0/-90.0 +55.0/-75.8 +55.0/-61.8 +45.91-45.9 55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-67.8 Glass 2 55.0/-74.7 +55.D/-61.2 +49.1/-49.1 +35.8135.8 55.0/-74.7 +55.01-67.2 +55.0/-58.9 +46.8/-46.8 O 85" Glass 3 55.0/-77.2 +55.0/61.2 +49.1/-49.1 +35.8/-35.6 55.0151.9 +55.0/-71.1 +55.0/-62.8 +47.8/-47.8 z Glass 4 & 5 55.0/-90.0 +55.01-71.4 +55.01-57.3 +41.8/-01.8 55.0/-90.0 +55.01-90.0 +55.01-84.6 +55.0/-61.8 OU Glass 2 55.0/-65.3 +55.0/-58.8 +46.3/-46.3 +33.11-33.1 55.0/-65.3 +55.0/60.0 +53.7/-53.7 +43.9/-43.9 97" Glass 3 55.0/-72.5 +55.0/-56.8 +46.3/-46.3 +33.11-33.1 55.01-72.5 +55.01-63.7 +54.7/-54.7 +44.2/-44.2 Glass 4 & 5 55.01-87.0 +55.0/68.6 +54.1/-54.1 +38.7/-38.7 55.0/-90.0 +55.0/-90.0 +55.0/-79.9 +55.0/-57.1 Glass 2 55.0/-56.7 +53.4/-53.4 +44.71-44.7 +31.2/-31.2 55.01-56.7 +53.41-53.4 +48.4/-48.4 +40.51-40.5 v 109" Glass 3 55.0/-64.8 +55.0/-55.8 +44.7/-44.7 +31.2/-31.2 55.0/-64.8 +55.0/-55.6 +48.2/-48.2 +39.6/-39.6 Glass 4 & 5 55.0/-84.7 +55.0/66.5 +52.21-52,2 +36.4/-36.4 55.0/-90.0 +55.0/-90.0 +55.0/-77.1 +53.8/-53.8 Glass 2 49.7/-49.7 +47.9/-47.9 +43.6/-43.6 +30.0/-30.0 49.7/-09.7 +47.91-47.9 +44.3/-44.3 +37.5/-37.5 120" Glass 3 55.0/-57.6 +51.11-51.1 +43.61-43.6 +30.0/-30.0 55.0/-57.6 +51.11.51. i +44.1/44.1 +35.8/-35.8 Glass 4 & 5 55.0/-83.2 +55.01-65.0 +50.9/-50.9 +35.0/-35.0 55.0/-90.0 +55.0/-90.0 +55.0/-75.2 +51.7/-51.7 Glass Types 2 3/16" Annealed 114" Annealed 3 1!8" Annealed -1/4" Airspace -1!8" Annealed 3116" Annealed -3/16" Airspace -1!a" Annealed a 3116" Tempered 1/4" Tempered 5 1!8" Temperetl-1/a" Airspace -1 /8" Tempered 3116" Tempered -3116" Airspace -1/8" Tempered INSTALLATION OPTION 1 I CMLICONCRETHORPERANGHOR INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT 80JOPADDON — 2X WOOD EDGE DISTANCE SEE NOTE 2, I EMBEDMENT FLANGE @ HEAD, A A A EDGE MENT I 1/4" MAX SHIM ,-4 23 SILL & JAMBS DISTANCE 1/ III` EMBEDMENT AND EDGE INSTALLATION BUCK WIDTH DISTANCE PER ANCHORS SUBSTRATE, SEE TIP -TO -TIP WIDTH DIREC TABLE 1, SHEET 1. TLY INTO METAL. HORIZONTAL SECTION C -C 1X WOOD SEE NOTE 2, EMBED- a MENT I THIS SHEET. DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 7/4" MAX SHIM 2) ALL WOOD BUCKS LESS THAN 1-12' . THICK ARE TO BE CONSIDERED 1X .: F Serial/Model: Scala HR -210 NTS PER fya CERT. OF RUTH- #29296 ANCHOR REQUIRE- TYPE, EMBEDMENT MENT 1n AND EDGE DISTANCE PER I II I SU85TRATE,SEE II IIII I___.. TABLE 1, SHEET 1. II i1 INSTALLATION i1 it II OPTION 2 FIXED VISIBLE I INSTALLATION LIGHT I i ANCHORS DIRECTLY ucic 7 III 11 it INTO MASONRY. TIP-TO-TIPI HEIGHT I SASH VISIBLE LIGHT HEIGHT ANDARD MEETING RAIL) X SASH VISIBLE 0 LIGHT wIDT i FIXED VISIBLE 24 _, - LIGHT STANDARD C6 _j WIDTH MEETING RAIL / EXTERIOR BUCK WIDTH TIP -TO -71P WIDTH — HORIZONTAL SECTION 1/4'MAX. SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 1. i4 \ X VISIBLE SASH LIGHT WIDTHWIDTH 74. STANDARD J MEETING RAIL I' I #12 STEEL v j\ EIGHT jl X SELF -DRILLING 0 I II SMS (05), SEE TABLE I Ili I 1, SHEET I.—_ 24 /—.I i II ^ DADE APPROVED 32) MULLION, ALUMINUM, ISI `I II j \'31 STEEL FRAMING OR STEEL SASH VISIBLE 0 i STUD. SEE SUBSTRATE / LIGHTWIDTH PROPERTIES, TABLE I,'------— 4" CUT LENGTH SHEET 1. \, v vv.n.\•v`.,.n . ---_ MEETING RAIL / EXTERIOR\.—{25I _ / FIXED VISIBLE Imo_ INSTALLATION STANDARD ' 1 / LIGHrwIDTH 1X WOOD j I TYP. ANCHOR TYPE, ' 6 , OPTION MEETING RAIL ._. 1/ III` EMBEDMENT AND EDGE INSTALLATION BUCK WIDTH DISTANCE PER ANCHORS SUBSTRATE, SEE TIP -TO -TIP WIDTH DIREC TABLE 1, SHEET 1. TLY INTO METAL. HORIZONTAL SECTION C -C 1X WOOD SEE NOTE 2, BUCKSTRIP, NOTES: CONCRETE THIS SHEET. SEE NOTE 2, 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1 OF SHEET 1. FOLLOW EMBEDMENT AND EDGE A. LV NN MILLER, PEP.E# 58705 OR CMU THIS SHEET. DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 7/4" MAX SHIM 2) ALL WOOD BUCKS LESS THAN 1-12' . THICK ARE TO BE CONSIDERED 1X .: F Serial/Model: Scala HR -210 1X WOOD j I BUCKSTRIP. SEE NOTE 2, CONCRETE THIS SHEET. OPTION 3 WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THEVERTICALSECTIONB-13NSTALLATIONANCHORS ENGINEER OR ARCHITECT OF RECORD. THROUGH 7X BUCKSTRIP MAXIMUM SHIM THICKNESS TO BE 1/4". INTO MASONRY. A. LV NN MILLER, PEP.E# 58705 OR CMU 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Serial/Model: Scala HR -210 NTS PER Rev: e CERT. OF RUTH- #29296 ANCHOR REQUIRE- MENT EDGE DISTANCE ii _ EMBED- MENT BUCK INSTALLATION II OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. 2X WOOD TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, r SEE TABLE 1. SHEET 1. INSTALLATION INSTALLATION ANCHORS INTO 2X WOOD. ROOUCTItEJI6ED ' mplying with tlm ^hlt:de B 4 ng CWe icy prance No rmm Dmz 7ZL)2'L Revision: G.r J INSTALLATIONS. 1X WOOD BUCKS ARE ix WOOD ,rr d - CONCRETE PER OPTIONAL. UNIT MAY BE INSTALLED BUCK - ANCHOR DIRECTLY TO SUBSTRATE. WOOD BUCKS EXTERIOR - { REQUIREMENT DEPICTED AS 2X ARE 1-1/2" THICK OR a GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY INSTALLATION TRANSFER LOADS TO THE STRUCTURE. j I Revised INSTALLATION pgj3mi .z;}e t'r<1c Conlrui ' V Dote: ReNsion: Description: Drawn By. DETAILS, STD MR J ROSOWSKI OPTION 3 WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THEVERTICALSECTIONB-13NSTALLATIONANCHORS ENGINEER OR ARCHITECT OF RECORD. THROUGH 7X BUCKSTRIP MAXIMUM SHIM THICKNESS TO BE 1/4". INTO MASONRY. A. LVNN MILLER, PEP.E# 58705 Title: Dote: HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Serial/Model: Scala HR -210 NTS Sheel: 5 OF 8 Drawing No. MD-HR210-01 Rev: e CERT. OF RUTH- #29296 RETECMU INSTALLATION OPTION 1 CPER ANCHORPERANOR INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT OPTIONAL WOOD EDGE EMBEDMENT DISTANCE 80 ADDON FLANGE 2X 12 STEEL SELF -DRILLING _ SMS (GS), SEE TABLE \ i rq ....\ \\. @ HEAD, 1/4" MAX SHIM SILL 8 JAMBS\Aj A EDGE I I Df.: 12101111. PROPERTIES, TABLE 1 V 4"CUT LENGTH SHEETI I 1 12) @ EACH ....i, MEETING RAIL ' DISTANCE II j II -- Rev: 1 B Zm DADE APPROVED EMBED- MENT Iy INSTALLATION II `• 11 1! , x{32) MULLION, ALUMINUM, NP. ANCHOR TYPE, OPTION 4 V L INSTALLATION TYP. ANCHOR " C2 2,r. DISTANCE PER ANCHORS TYPE, EMBEDMENT—/ 29 j SUBSTRATE, SEE TABLE 1, SHEET 1. DIRECTLY WTO METAL. AND EDGE l' I' 1X WOOD NOTES: DISTANCE PEP, BUCKSTRIP, 1) USE ONLY SUBSTRATE -APPROPRIATE SUBSTRATE, SEE SEE NOTE 2, ANCHORS LISTED ON TABLE 1 OF SHEET 1. I, I r THIS SHEET. 1/4" MAX SHIM TABLE 1, SHEET 1. MAY BE USED ON ANY SIDE OF THE WINDOW. 1 21 BD 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK BUCK CONCRETE PER T • • ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X I ANCHOR a INSTALLATION WOOD BUCKS ARE OPTIONAL. UNIT MAY BE EXTERIOR 'a REQUIREMENT INSTALLED DIRECTLY TO SUBSTRATE. WOOD II OPTION 2 INSTALLATION FIXED I II II INSTALLATION LOADS TO THE STRUCTURE. WOOD BUCK VERTICAL SECTION B -B INSTALLATION ANCHORS DESIGN AND INSTALLATION IS THE VISIBLEII LIGHT THROUGH 1X BUCKSTRIP II 11 INTO MASONRY. ANCHORS DIRECTLY HEIGHT II II INTO MASONRY. II I 11II II SASH VISIBLE TIP -TO -TIP HEIGHT I II II II HEIGHT LIGHTT HEAVY DUTY MEETING RAIL(?) x SASH VISIBLE IfLIGHT WIDTH 76) EXTERIOR F 1/4' MAX. SHIM sl U BUCK HEIGHT Revised By: oilI' II III II IIII X II STEEL FRAMING OR STEEL 12 STEEL SELF -DRILLING _ SMS (GS), SEE TABLE \ i rq ....\ \\. x 11. ANCHOR I STUD. SEE SUBSTRATE REQUIRE- SHEET L mow^ " J ROSOWSKI I I Df.: 12101111. PROPERTIES, TABLE 1 V 4"CUT LENGTH SHEETI I 1 12) @ EACH ....i, MEETING RAIL ' 24J( II j II -- Rev: 1 B Zm DADE APPROVED INSTALLATION II `• 11 1! , x{32) MULLION, ALUMINUM, NP. ANCHOR TYPE, OPTION 4 U TYP. ANCHOR TYPE, Revised By: EMBEDMENT AND EDGE i1 DISTANCE PER SUBSTRATE, THIS SHEET. STEEL FRAMING OR STEEL OR CMU rq ....\ \\. x 11. ANCHOR I STUD. SEE SUBSTRATE REQUIRE- mow^ " J ROSOWSKI A1T J1 I I Df.: 12101111. PROPERTIES, TABLE 1 V 4"CUT LENGTH SHEETI I 1 12) @ EACH ....i, MEETING RAIL ' Series/Aladel: Sc^le: HR -210 v EXTERIOR Sheet: 1 6 OF 8 Orow ng No. MD-HR210-01 Rev: 1 B CERT. OF AUTH. $29296 INSTALLATION EDGE NP. ANCHOR TYPE, OPTION 4 V EMBEDMENT AND EDGE INSTALLATION C22,r. DISTANCE PER ANCHORS 29 j SUBSTRATE, SEE TABLE 1, SHEET 1. DIRECTLY WTO METAL. l' 1X WOOD NOTES: BUCKSTRIP, 1) USE ONLY SUBSTRATE -APPROPRIATE SEE NOTE 2, ANCHORS LISTED ON TABLE 1 OF SHEET 1. THIS SHEET. 1/4" MAX SHIM FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. t - 1X WOOD j 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK BUCK CONCRETE PER T • • ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X I ANCHOR a WOOD BUCKS ARE OPTIONAL. UNIT MAY BE EXTERIOR 'a REQUIREMENT INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR INSTALLATION GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER OPTION LOADS TO THE STRUCTURE. WOOD BUCK VERTICAL SECTION B -B INSTALLATION ANCHORS DESIGN AND INSTALLATION IS THE THROUGH 1X BUCKSTRIP RESPONSIBILITY OF THE ENGINEER OR INTO MASONRY. ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4'. U r FIXED VISIBLE LIGHT WIDTH C, JHEAVY DUTY MEETING RAIL BUCK WIDTH TIP -TO -TIP WIDTH --- ---- - HORIZONTAL SECTION A -A x SASH VISIBLE LIGHT WIDTH U 1X WOOD BUCKSTRIP, TYP. ANCHOR TYPE, Revised By: EMBEDMENT AND EDGE SEE NOTE 2, DISTANCE PER SUBSTRATE, THIS SHEET. SEE TABLE 1, SHEET 1. OR CMU INSTALLATION ANCHORS rq ....\ \\. x 11. ANCHOR S REQUIRE- SASH mow^ " J ROSOWSKI A1T J1 VISIBLE LIGHT — WIDTH r FIXED VISIBLE LIGHT WIDTH C, JHEAVY DUTY MEETING RAIL BUCK WIDTH TIP -TO -TIP WIDTH --- ---- - HORIZONTAL SECTION A -A x SASH VISIBLE LIGHT WIDTH U 1X WOOD BUCKSTRIP, WOOD_,/ EMBED - 1 II Revised By: SEE NOTE 2, CONCRETE THIS SHEET. OR CMU INSTALLATION ANCHORS PER 6 ANCHOR REQUIRE- 0—Hpt"W; INSTALLATION DETAILS, HD MR mow^ " J ROSOWSKI MENT AAS Df.: 12101111. A. LYNN#, P.E. P.E.# 58705587D5 Series/Aladel: Sc^le: HR -210 NTS Sheet: 1 6 OF 8 Orow ng No. MD-HR210-01 Rev: 1 B CERT. OF AUTH. $29296 EDGE DISTANCE 1L25) _ FIXED VISIBLE X111 LIGHT WIDTH HEAVYDUTY 7MEETINGRAIL( E_ BUCK WIDTH TIP -TO -TIP WIDTH HORIZONTAL SECTION C -C 2X WOOD TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. I'ItUll ilt"t It;.Vt;;6D amon p ging wish the Fkvid. ld,aue 2captvxeN, l .022t. pieaY t Daie L WOOD_,/ EMBED - 1 II Revised By: BUCK MENT HEAW DUTY 7 MEETING RAIL INSTALLATION Revised By: OPTION 3 RaNsian: INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP 6 INTO MASONRY. 1L25) _ FIXED VISIBLE X111 LIGHT WIDTH HEAVYDUTY 7MEETINGRAIL( E_ BUCK WIDTH TIP -TO -TIP WIDTH HORIZONTAL SECTION C -C 2X WOOD TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. I'ItUll ilt"t It;.Vt;;6D amon p ging wish the Fkvid. ld,aue 2captvxeN, l .022t. pieaY t Daie LRevisedBy: Oat.: Revision: M: Proatr CEnikk Revised By: Dote: RaNsian: 6 g 0—Hpt"W; INSTALLATION DETAILS, HD MR mow^ " J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Mt.: HORIZONTAL ROLLER WINDOW DETAILS Df.: 12101111. A. LYNN#, P.E. P.E.# 58705587D5 Series/Aladel: Sc^le: HR -210 NTS Sheet: 1 6 OF 8 Orow ng No. MD-HR210-01 Rev: 1 B CERT. OF AUTH. $29296 FRAME 026 CORNERS SASH CORNERS ASSEMBLY DETAILS 330" 250" ' 1.600" / E SILL SILL ADAPTER II WEEPHOLES MEETING K/A I L. 118" ANNEALED OR TEMPERED GLASS Lasa) A382" MIN. GLASS BITE f 8 1/8" GLAZING DETAIL x/16" ANNEALED OR 1/4" ANNEALED OR TEMPERED GLASS TEMPERED GLASS LII --i\91 IYI 92 55 II Sfi —\I I 382" MINI .382" MIN. III GLASS BITE LIL GLASS BETE II 81 WEEPHOLE DETAILS SHOWN WITHOUT WEEPHOLE COVERS. SEE SHEET 1 FOR QUANTITY AND SPACING 3/16" GLAZING DETAIL 1/4" GLAZING DETAIL 1/2" MIN. GLASS STACK 1/4" AIRSPACE 1/8" ANNEALED OR TEMPERED GLASS 1/8" ANNEALED OR TEMPERED GLASS 382' MIN. ji II GLASS BITE I I II 60`63 1/2" I.G. GLAZING DETAIL 1/4" AIRSPACE 112" MIN. GLASS STACK 3/16" AIRSPACE 311 6"ANNEALED OR TEMPERED GLASS 1/8" ANNEALED OR TEMPERED GLASS I I 157 382' N. CLASS BITE f 81} so-63; 1/2" I.G. GLAZING DETAIL 3/16" AIRSPACE PRODUCT' REVISED B.rly i.c. w;+ d1 floes ildl r g C"a_ Nut 9• b v- Dwm 2022 By e r•+'s U) O J J Q N Lu cl p D og Q Z LL J Z 00 O I-- iS IY 5i LLI m J 1n W w IZ Q F Z W O _N o 40 A. LYNN MILLER; P.E. P.E.M 58705 TARI F 7' it.. 10wg# Part# Description Material SILICONESEA! 2158 6215W Frame Head 6063-T6 2 264 6264W Frame Sill 6063-T5 3 265 6265BW Sill Adapter 6063-T8 4 21 BA 6218W Frame Jamb (Fixed) 6063-T6 5 P81 219 01088W Frame Jamb (Operable) 6063-T5 6 220B 622OW Fixed Meeting Reil 6063-T6 7 267 6267W Heavy Duty Fixed Meeting Rail 6063-T6 223A 6223W Sash Top & Bottom Rail 6063-T6 9 223A 6223W Sash Bottom Rail 6063T6 1D 221B 6221 BW Sash Side Rail 6063-T6 11 222 6222W Sash Meeting Rail 6063-T6 12 270 6270W Dogbone Reinforcement 6063-T6 13 2785 62785W Sash Stop 6063-T5 20 4080 74080BK Meeting Rail Sweep Latch Plug Rigid PVC 21 242 42105W Sash Top Guide (Anti -rack) Rigid PVC 22 227 42114W End Cap Rigid PVC 23 1213 6Q200K 190" X.200" Q -Ion Wstp. (Frame) Flex PVC 70 24 4066 64066G 187" X.230" Fin Wstp. 25 1003C 66601K Bulb Vinyl Wstp. (Sash) Flex PVC 70 26 275C 70275CK Frame Sill Gasket Polyethylene 27 273A 70273AK Frame Head Gasket Polyethylene 28 280 70280BK Sash Gaskets Polyethylene 29 7HRK11W Weephole Coyer Plastic 30 1096 71096W ISweep Latch Cast Zinc 31 225 42112N Roller Housing & Guide Vinyl 32 226 7BRWHL2 Roller Brass 40 1155 781 PQA 8 X 1" QUAD Pn SMS Steel 41 1155-1 781PDX 8 X 1" Sq. Pn. SMS 410 SS 42 781PSTX 8X1" Sq. Pn. Twin Fast SMS 410 SS 43 78X38PSA #8 X.375" Sq. Pn. SMS Steel 44 1016 7858WW 8 X.625" Ph. FI. SMS Steel 50 1265-3 712653K Setting Block 3/32" X 1/4" X 1" EPDM 51 1267 71267N ISetting Block 1/8" X 1/2" X 1" EPDM 54 162561625W 118" Bead Aluminum 55 1 2719[ 7320SPNG 65016W 3116- Bead Aluminum 56 126365133W 114" Bead _ Aluminum 57 1253VT48W I.G. Bead Rigid PVC 70 10141014FW Screen Frame Aluminum 71 163147041 W Screen Comer Key No Ring Vinyl 72 163047042W Screen Comer Key with Ring Vinyl 73 320 Screen Spring Spring Steel 74 1624 61624K Screen Spline -.135" Dia. Foam Rubber 75 1635 61635K Screen Spline - .135" Dia. Hard Rubber 76 Screen Cloth - Fiberglass 80 134 66615W Add-on Flange (Optional) 6063-T6 81 Dow Coming 899 Silicone Glazing Sealant or Equiv. 90 118" Annealed or Tempered Glass 91 3/16" Annealed or Tempered Glass 92 114" Annealed or Tempered Glass 93 118"- 1/4" Air- 118" An. or Temp. I.G. 94 118"- 3/16" Air - 3/16" An. or Temp. I.G. Part# Description Material 60 Kommeding 4SG TPS Spacer System SILICONESEA! 61 Quanex Super Spacer nXT with Hot Melt Butyl See 1Ns Sheet for 62 Quanex Duraseal Spacer Materials 63 Cardinal )Z Edge Spacer XL EDGETM69 REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 ALUMINUM REINFORCEMENT h 5/16" NOM BUTYL & ^ / DESICCANT EXT. GLAS6 / / 6, DURA SEAL' SPACER INT.GLASS HOT -MELT BUTYL STRUCTURAL SILICONE FOAM —. 3116" NOM. WITH DESICCANT SUPER ExT.GLAss SPACER-)NXTTM1 INT. GLASS POLYISO- DESICCANT FILL AREA SILICONE IfY- STRUCTURAL POLYISOBUTYLEN— 114"NOM. WITH DESICCANT / EXT. GLASS // SILICONESEA! 60 KODISPACE i 6063-75 ALUMINUM 4SG TPS STAINLESS STEEL R,Wmd ay: INT. GLASS XL EDGETM69 ALUMINUM REINFORCEMENT h 5/16" NOM BUTYL & ^ / DESICCANT EXT. GLAS6 / / 6, DURA SEAL' SPACER INT.GLASS HOT -MELT BUTYL STRUCTURAL SILICONE FOAM —. 3116" NOM. WITH DESICCANT SUPER ExT.GLAss SPACER-)NXTTM1 INT. GLASS POLYISO- DESICCANT FILL AREA BUTYLENE -- 5116" NOM. SEAL SILICONESEA! ROLL -FORMED I W) ADDON FLANGE 6063-75 ALUMINUM 6(63-T6ALUMINUM STAINLESS STEEL R,Wmd ay: XL EDGETM69 JR 05/05/16 B) ADDED SPACERS SPACEREXT. GLASS ReWeed By: ReWeron: 2.000 050' 1.827• T Oso• r OFRAME HEAD 6063-T6 ALUMINUM tsar —.-j 062- 2208" G) FRAME JAMB (OPERABLE) J 6063-T5 ALUMINUM I--- 1.e15• - _ 1 sos• INT. GLASSY Q CICEN6, No. 58705 p S 0 4u.- RID".. S NAL E c'• 7//111111111 A. LYNN MILLER, P.E. P E.# 53705 tO SASH SIDERAIZ. 6603-T6 ALUMINUM I`— 875 Ls<z• — 2.824' 41 66z• 062' 2.128- 2.124' Z — o6z\• .a62• L FRAME SILL O3 SILL ADAPTER C4 FRAME JAMB (FI%ED) 6063-T5 ALUMINUM 6063-T6 ALUMINUM 6063-76 At 1.662" ----, 0e2 OFIXED MEETING RAIL 806}T6 ALUMINUM 1.662' 067 2.0tn^ 093" 0 HO FIXED MEETING RAIL 6063-T6 ALUMINUM 1.115• I 067 t SASHMEETINGRAIL (12) DOGBONE REINFORCEMENT 6063-T6 ALUMINUM 6063-T6 ALUMINUM 1.114- Tar040• ITar 1.157- r .0^ L 05/0'•' 13 SASH STOP I W) ADDON FLANGE 6063-75 ALUMINUM 6(63-T6ALUMINUM R,Wmd ay: Dada: R-1.1 : JR 05/05/16 B) ADDED SPACERS ReWeed By: Date: ReWeron: Deacrfption: BOM 8L PART DETAILS 050• - 926' T' 1 0`n ) SASH TOP S BOTTOM RAIL6063T6ALUMINUM PItODUCT REVISED complying w4 6. Florida uildulg Cuda. Ase tenca w 16-06 .02 3y timn J ROSOWSKI 1070 TECHNOLOGY DRIVE Atte: Dote: N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 P.O. BOX 1529 NOKOMIS, FL 34274 .Sanos,Yode/: Scole: Shoot. Ding W. Rer. CERT. OF AUTH. #29296 HR -210 NTS 8 OF 8 MD-HR210-01 B MIAMEDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "1111-210" Aluminum Horizontal Rolling Window - N.I. APPROVAL DOCUMENT: Drawing No. MD-IOR210-01 titled "Horizontal Roller Window Details", sheets 1 through 8 of 8, dated 12/01/11, with revision B dated 05/05/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there- has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 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 revises and renews NOA# 15-0609.05 and consists of this page 1 and evidence pages .F,-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0629.02 Expiration .Date: April 05, 2022 Approval Date: August 04, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 11-120.1.04) 2. Drawing No. MD-HR210-01 titled "Horizontal Roller Window Details", sheets 1 through 8 of 8, dated 12/01 /11, with revision B dated 05/05/1.5, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBG, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: K.odispace 4SG TPS spacer system, Duraseah" spacer system, Super Space' NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2. 1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum letters for each dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E. Submitter) under NDA No. 11-1201.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5", Edition (2014), dated 05/29/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No. 15-0609.05) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manuel P ez, P.E. Product Contro E. annuer NOA No. -0629.02 Expiration Date: April 05, 2022 Approval Date: August 04, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-511 Edition 2014), dated May 26, 2015, issued by .manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No. 15-0609.05) 2. Statement letter of no financial interest, dated May 26, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Submitted under previous NOA No. 15-0609.05) 3. Laboratory compliance letter for Test Reports No. FTL-6657 and FTL-6658, issued by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10,118/11 respectively, both signed and sealed by Marlin D. Brinson,.P.E. Submitted under NOA No. 11-1201.04) 4. Proposal No. 16-012.5 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq C.handa, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0609.05, issued to PGT Industries, Inc. for their Series HR -210" Aluminum Horizontal Sliding Window - N.I., approved on 08/13/15 and expiring on 04/05/17. Dv Manuel Pere, .E. Product Control Ex ner NOA No. 16-0629.02 Expiration Date: April 05, 2022 Approval Date: August 04, 2016 F-2 GENERAL NOTES: SERIES 210 NON -IMPACT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS HE USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. SEE TABLE 1, SHEET 1. 4) ALL WOOD BUCKS LESS THAN 1-1!2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 1, SHEET 1. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. E) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. SHIM TO BE NO MORE THAN 1/4" THICK. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW, C 7) DESIGN PRESSURES: A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 72- PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. HEIGHT B) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 71" BUCK 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO HEIGHT RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEE f THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION 120- WIDTH - 119" BUCK WIDTH SHEETS I B5Afi 1 Anchor 26-3/81' i- Min. Edge AI Group r A HUfiUi'P REVISED 3" 56-718" LLIGHTI 58-118" 1 3HT 567/83" mo 58-8 i i j SASH VISIBLE SH" • FIXED VISIBLE 62" LIGHT SMS (G5) or LIGHT VISIBLE Min. of 3 threads II' LIGHT 26-7116" beyond metal LIGHT HIGHTBBU 33-9/16" 26-9/16' substrate 56-3/16" FIXED SASH FIXED 1" SASH VISIBLE LIGHT VISIBLE Grouted -filled Block, (ASTM C90) 2-1/2" LIGHT VISIBLE 11,V'410 SS 1-314" 12/01/11 LIGHT Hollow Block, (ASTM C90) 1-314" 1-1/4" NOKOMIS, FL J4274Series/Model: Sco'e: Sheet: ASHEETS 5&6 ALWAYS SEE NOTE A, F - SBI REQUIRED THIS SHEET SEE NOTES B & C, IIS 3. THIS SHEET Q CORNERS TYP. XOX (1/4-1/2-1/4) ELEVATION 74" WIDTH - 73" BUCK WIDTH B SHEETS 5&6 SHEETS C5&6 TABLE 1: HE 90-WIDTH 89" BUCK WIDTH B SHEETS SA6 1 Anchor 26-3/81' i- Min. Edge AI Group FIXED HUfiUi'P REVISED 3" 56-718" L LIGHTI 58-118" 1 3HT SASH FIXED Revleed By: I VISIBLE , 1 VISIBLE 65-718" C/" LIGHT 67-118" SASH SMS (G5) or FIXED VISIBLE Min. of 3 threads B VISIBLE LIGHT 26-7116" beyond metal LIGHT SMS 33-9/16" 33-9116" substrate SASH FIXED 1" 1-318" VISIBLE VISIBLE Grouted -filled Block, (ASTM C90) 2-1/2" LIGHT LIGHT 11,V'410 SS 1-314" 12/01/11 SHEETS C5&6 TABLE 1: HE 90-WIDTH 89" BUCK WIDTH B SHEETS SA6 1 Anchor 26-3/81' i- Min. Edge AI Group FIXED HUfiUi'P REVISED 3" 56-718" LLIGHTI 58-118" 1 3HT SASH FIXED Revleed By: I VISIBLE , 1 VISIBLE JR LIGHT LIGHT 9116" 62" SMS (G5) or A36 Steel, .125" min BUCK Min. of 3 threads B 12 410 SS HEIGHT 26-7116" beyond metal SMS SASH 3/8" substrate VISIBLE Concrete (min. 2.9 ksi) 1" 1-318" LIGHT i Grouted -filled Block, (ASTM C90) ISHEETS A 586 ALWAYS SEE NOTE A, L -•-B -I I-- 3.3/16" REQUIRED THIS SHEET 3" @ CORNERS SEE NOTES B & C, THIS SHEET TYP- XOX (1/3-1/3-1/3) ELEVATION Anchor Anchor Substrate Min. Edge Min, Group C. REQUIRED IF WINDOW WIDTH IS OVER 89". HUfiUi'P REVISED Distance Embedment A 1/4" Steel Hollow Block, (ASTM C90) 2-112" 1-1/4•' Revleed By: Ultmcon Revtslon: JR 12 Steel P.T. Southern Pine (SG = .55) 9116" 1-3/8" SMS (G5) or A36 Steel, .125" min 3/8" Min. of 3 threads B 12 410 SS A653 Stud. Gr. 33,0.0346" min. (20 Ga) 3/8" beyond metal SMS Aluminum, 6063-T5, .125" min. 3/8" substrate 114" Steel Concrete (min. 2.9 ksi) 1" 1-318" GENERAL NOTES 8r ELEVATION Ultracon Grouted -filled Block, (ASTM C90) 2-1/2" 1-3/4" C 11,V'410 SS Concrete (min. 3.4 ksi) 1" 1-314" 12/01/11 CreteFlex Hollow Block, (ASTM C90) 1-314" 1-1/4" RESISTANCE. ALWAYS 3.. --_B. _ _,moi - 3-3/16" 1 YF 9) REFERENCES: TEST REPORTS FFL-6657 & 6658; ELCO ULTRACON REQUIRED SEE NOTE D. THIS SHEET NOA; ELCO CRETEFLEX NOA; ANSI/AFBPA NDS FOR WOOD @ CORNERS CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TYP. XO ELEVATION (OX SIM.) 1, wt'l.1,,. 10) THE 210 SERIES HORIZONTAL. ROLLER WINDOW WAS FORMERLY KNOWN AS THE 201 SERIES DESIGN PRESSURE RATING IMPACT RATING VARIES, NOT RATED FOR SEE SHEETS 3 8 4 IMPACT RESISTANCE STANDARDS USED. 2014 FLORIDA BUILDING CODE (FBC), STH EDITION ASTM E1300-04 ANSIIAF&PA NDS -2012 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL, ADN1-2010 AIS I-S10O-07/S2-2010 ELEVATIONS .................................... 1 ANCHOR SPECIFICATIONS............ 1 ANCHOR SPACING/QUANTITIES... 2 DESIGN PRESSURES, XO/OX........ 3 DESIGN PRESSURES, XOX............ 4 INSTALLATION, STD MR ................. 5 INSTALLATION, HD MR.- ................ 6 GLAZING DETAILS........ . ................ 7 CORNER ASSEMBLY ...................... 7 EXTRUSION PROFILES .................. 8 PARTS LIST ..................................... 8 Q'• Lh.ENgF '. /`stn . No. 58705 • p UZI ss •ORIDA,.' C OVA L ENG• 1111100" A. LYNN MILLER, P.E. PEN 58705 WEEPHOLE NOTES, (SEE WEEPHOLE DETAILS, SHEET 7 OF 8).- A. REQUIRED IF WINDOW WIDTH IS OVER 67". B. REQUIRED IF WINDOW WIDTH IS OVER 45" AND UP TO 67. C. REQUIRED IF WINDOW WIDTH IS OVER 89". HUfiUi'P REVISEDD. REOUIRED IF WINDOW WIDTH IS OVER 45". c-pip.g wuh the Ftcsid2 cc ptamce G- 062F.02I ra bn Datr 2 Revleed By: Date: Revtslon: JR 05/05/16 B) ADDED SPACERS TO By SHEET 8. t/.iami Pnd=!'rohci Cc.ntret Revised Bx: Date: Revs- ry De -option: D "; W. GENERAL NOTES 8r ELEVATION J OSOWSKI 1070 TECHNOLOGY DRIVE Ltle: T Dote: N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 P.O. BOX 1529 NOKOMIS, FL J4274Series/Model: Sco'e: Sheet: Drawing Na. Rev: CERT. OF AUfH. #29296 HR -210 NTS 1 OF 8 MD-HR210-01 B 1 ANCHOR ON 1 ANCHOR AT EACH SIDE OF THE MEETING CORNER RAIL MIN, 3 ANCHORS IN JAMB FOR WINDOWS UP TO 44', MIN. 4 ANCHORS IN JAMB FOR WINDOWS OVER 44" 1 ANCHOR AT CORNER 6" MAX. j SEE TABLE 2, 1 ANCHOR Oil THIS SHEET, FOR 1 ANCHOR ON EACH SIDE OF ANCHOR EACH SIDE OF 1 ANCHOR ATOUANTITIESTMEMEETING THE MEETING CORNER RAIL ----------- RAIL 6" MAX. —. r— 6" MAX. FROM CENTER OF MEETING RAIL (X2) ANCHORAGE FOR ALL XO/OX CONFIGURATIONS 1 1 ANCHOR ON ANCHOR 1 ANCHOR ON EACH SIDE OF AT EACH SIDE OF 1 ANCHOR AT THE MEETING FIXED THE MEETING MIN.3 ANCHORS IN JAMB FOR WINDOWS UP TO 44", MIN. 4 ANCHORS IN JAMB FOR WINDOWS OVER 44" 1 ANCHOR AT CORNER AK. MIN. 3 FRAME HEIGHT ANCHORSIN JAMB FOR 17" MAX. O.C. FOR WINDOWS UP WINDOWS UP TO 63" TO 44", MIN. 4 TALL, 20" MAX. 0 - ANCHORS IN FOR WINDOWS OVER 63" JAMB FOR - 1 WINDOWS 8.5" OVER 44" 6" MAX. —. r— 6" MAX. FROM CENTER OF MEETING RAIL (X2) ANCHORAGE FOR ALL XO/OX CONFIGURATIONS 1 1 ANCHOR ON ANCHOR 1 ANCHOR ON EACH SIDE OF AT EACH SIDE OF 1 ANCHOR AT THE MEETING FIXED THE MEETING MIN.3 ANCHORS IN JAMB FOR WINDOWS UP TO 44", MIN. 4 ANCHORS IN JAMB FOR WINDOWS OVER 44" 1 ANCHOR AT CORNER AK. X. 6" MA 6" MAX. FROM _--MAX O.C!' MEETING RAIL (X2) ANCHORAGE FOR ALL XOX (1/4-1/2-1/4) CONFIGURATIONS TORI F 9 1 ANCHOR AT CORNER 6" MAX. 1 17" MAX. O.C. 6" MAX. 6" MAX. -- r- — 6" MAX. FROM MEETING RAIL (X2) ANCHORAGE FOR ALL XOX (1/3-1/3-1/3) CONFIGURATIONS FRAME TYPE FRAME HEIGHT FRAME 383/8 44 50-5/8" 63" WIDTH ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP 6" M omplying with,he Rands 74" 2 2 1 1 2 1 1 1 1 1 1 1 STANDARD 8.5" 17' 2 2 2 2 1 1 2 1 1 1 O MEETING RAIL 97" 2 3 2 2 2 2 2 2 1 1 1 1 109" 6.. ANCHOR SPACING & QUANTITIES X. 6" MA 6" MAX. FROM _--MAX O.C!' MEETING RAIL (X2) ANCHORAGE FOR ALL XOX (1/4-1/2-1/4) CONFIGURATIONS TORI F 9 1 ANCHOR AT CORNER 6" MAX. 1 17" MAX. O.C. 6" MAX. 6" MAX. -- r- — 6" MAX. FROM MEETING RAIL (X2) ANCHORAGE FOR ALL XOX (1/3-1/3-1/3) CONFIGURATIONS FRAME TYPE FRAME HEIGHT FRAME 383/8 44 50-5/8" 63" WIDTH ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP ANCHOR GROUP A-_r_B-_F C A B C A B C A B C omplying with,he Rands 74" 2 2 1 1 2 1 1 1 1 1 1 1 STANDARD 8.5" 2 2 2 2 2 1 1 2 1 1 1 1 MEETING RAIL 97" 2 3 2 2 2 2 2 2 1 1 1 1 109" 3 ANCHOR SPACING & QUANTITIES Drown By. J ROSOWSKI 120" 3 3 3 3 2 2 2 2 2 2 1 HORIZONTAL ROLLER WINDOW DETAILS 53-116" 1 1 1 1 1 1 1 1 1 1 1 1 HEAVY 74" 2 2 1 2 2 1 2 2 1 1 1 1 DUTY MEETING 85" 97" 2 2 2 3 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 1 209" RAIL TW-7— 3 2 3 3 3 3 3 2 2 2 2 120" 3 4 3 3 4 3 3 3 3 2 2 2 4AX- C. MAX. XO, OX & XOX: EGRESS HEIGHT: (WH .4-5/8) XO & OX: EGRESS WIDTH: (WW12-3-1/2) XOX (1/4-1/2-1/4): EGRESS WIDTH: (WW/4-2-5116) XOX (1/3-1/3-113): EGRESS WIDTH: (WW/3-6) XO, OX & XOX: SASH VISIBLE LIGHT HEIGHT: (WH -6-1/8) FIXED VISIBLE LIGHT HEIGHT: (WH .4-7/8) XO & OX: SASH & FIXED VISIBLE LIGHT WIDTH: (WW/2 - 3-7116) XOX (1/4-1/2-1/4): SASH VISIBLE LIGHT WIDTH: (WWi4- 3-7116) FIXED VISIBLE LIGHT WIDTH: (WW/2-3-13/16) XOX (1/3-1/3-113): SASH &FIXED VISIBLE LIGHT WIDTH: (WW13-3-9/16) FROOUCT KEVi3ED SEE TABLE 1, SHEET 1 FOR ANCHOR GROUP DESCRIPTIONS. omplying with,he Rands Bv.Idu,5 Cudc h?,anse No :6-0629. Expint Dau 2 Revised By: Dote: Revision: By Dade Plndtet yffeDescription: Revised By. Dote: Revision: ANCHOR SPACING & QUANTITIES Drown By. J ROSOWSKI 1070 TECHNOLOGY DRIVE 7itb: Date: N. VENICE. FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 P.O. BOX 1529 NOKOMIS, FL 34274 Series Modal: Scale: Sheet Drawing No. Rev: A. LYNN MILLER, P.E. P.E.# 53705 CERT, OF AUTH. {29296 HR -210 NTS 2 OF 8 MD-HR210-01 B xo OR OX CONFIGURATIONS 1 1/8" Annealed MAXIMUM DESIGN PRESSURE RATING (psf) 1/8" Tempered 2 STANDARD MEETING RAIL HEAVY DUTY MEETING RAIL FRAME WIDTH GLASS TYPE 1/8" Annealed -1/4" Airspace -118" Annealed FRAME HEIGHT 3/16" Annealed -3116" Airspace -1/8" Annealed FRAME HEIGHT 38-3/8" 44" 50-5/8" 63" 38318" 44" 505/8" 63" 72" 1/4" Tempered Glass 1 55.01-90.0 +55.01-90.0 55.0156.9 55.01-67.9 55.0/-90.0 +55.0/-90.0 +55.0/-86.9 +55.0/-67.9 N/A 26-1/2" Glass 2 & 3 55.01-90.0 55.01-90.0 55.0/90.0 55.0/-90.0 55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/30.0 +55.0/-90.0 Glass 4 & 5 55.0/-90.0 +55.01.90.0 +55.0/90.0 55.0/-90.0 55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/50.0 +55.0/-90.0 Glass 1 55.01-73.5 55.0/51.2 55.0/56.0 49.7/-49.7 55.01-73.5 +55.0/51.2 +55.0/-56.0 +49.7/-49.7 N/A 37' Glass 2 & 3 55.01-90.0 +55.01-90.0 55.0/$7.2 55.0/-67.2 55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55-0/-77.9 Glass 4.& 5 55.01-90.0 +55.0/90.0 55.0/-90.0 55.0/-84.0 55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-78.1 O Glass 1 55.01-67.5 +53.7153.7 44.6/114.6 35.5/-35.5 55.01-67.5 +53.7/-53.7 +44.6/-04.6 +35.5/-35.5 N/A W Glass 2 55.01-90.0 +55.0150.0 55.01-75.0 55.0/-57.1 55.0/-90.0 +-55.0/90.0 +55.0/-89.2 +55.0/-77.2 +55.0/65.8 45" Glass 3 55.01-90.0 +55.0190.0 55.0/-75.0 55.0/-57.1 55.01-90.0 +55.0/-90.0 +55.01-80.3 +55.01-63.9 +55.01.57.1 J Q Glass 4 & 5 55.0./-90.0 +55.01-90.0 55.0/-90.0 +55.0/-71.4 55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-77.4 +55.0/-66.0 Z Glass 1 55.0166.0 53.1153.1 43.6/43.6 +32.3/-32.3 55.0/-66.0 +53.1153.1 +43.61.43.6 +32.3132.3 WA Glass 2 55.0/-90.0 55.01-85.1 55.01-70.5 53.4/-53.4 55.0/-90.0 +55.0/58.9 +55.0/-79.9 +55.0/58.0 +55.0/-61.3 49" Glass 3 55.01-90.0 55.0/-85.1 55.0/-70.5 53.4/-53.4 55.0/-90.0 +55.0/-90.0 +55.01-78.5 +55.01-58.1 +50.6/-50.6 Glass 4 & 5 55.0/-90.0 55.0/-90.0 55.0158.1 55.0/-66.7 55.0/-90.0 +55.0190.0 +55.0/-90.0 +55.0/-72.3 +55.0/-61.5 Glass 1 55.0/53.7 52.4152.4 43.5143.5 31.21-31.2 55.0/-63.7 +52.4152.4 +43.51-43.5 +31.2/31.2 NIA Glass 2 55.0/-90.0 55.0/-81.0 55.0/56.7 50.2/-50.2 55.01-90.0 +55.0/-85.0 +55.0/-73.8 +55.0/59.4 +54,01-54.0 53 118" Glass 3 55.01-90.0 55.0151.0 55.0/56.7 50.2/-50.2 55.0/-90.0 +55.0/-90.0 +55.0/-78.3 +55.0/56.2 +46.8/-46.6 Glass 4 & 5 55.01-90.0 55.0190.0 55.0/-83.4 55.0/-62.7 55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/58.0 +55.0/-57.4 Glass 1 55.01-59.2 50.4/50.4 42.8/1;2.8 31.8/-31.8 55.0/-59.2 +50.4/50.4 +42.8/42.8 +31.8/31.8 N/A Glass 2 55.0/-89.2 55.0/-75.1 55.0/51.1 45.4/45.4 55.0/-89.2 +55.0/-79.3 +55.0/57.2 +51.0/51.0 +44.0/144.0 61" Glass 3 55.0/-90.0 55.01-75.1 55.0/51.1 45.4/45.4 55.0/-90.0 +55.0/-90.0 +55.0/-77.0 +55.0/57.2 +46.4/46.4 Glass 4 & 5 55.01-90.0 55.0/-90.0 55.0/-76.4 55.0/-56.7 55.0/-90.0 +55.0/-90.0 +55.0/-82.9 +55.01-61.5 +51.8/-51.8 Glass 1 55.0/-56.3 48.5/48.5 41.6/131.6 32.0/-32.0 55.0/-56.3 +48.5/48.5 +41.6/41.6 +32.0/32.0 N/A Glass 2 55.01-79.7 55.0472.5 55.0/-58.5 43.0/43.0 55.0/-79.7 +55.0/-77.1 +55.0/-65.2 +49.3/-49.3 +41.2/41.2 66" Glass 3 55.01-79.7 55.01-72.5 55.0/-58.5 43.0/43.0 55.0/-79.7 +55.0/-79.7 +55.0/-74.9 +55.0/57.6 +47.0/47.0 Glass 4 & 5 55.0/-79.7 55.0/-79.7 55.0/-73.1 53.8/-53.8 55.0/-79.7 +55.0/-79.7 +55.0/-79.3 +55.01-58.3 +48.9/48.9 Glass 1 51.1/-51.1 44.2/174.2 38.9/-38.9 +30.0/-30.0 51.11-51.1 +44.2/44.2 +38.9/-38.9 +30.01-30.0 N/A Glass 2 55.0153.5 55.0153.5 55.0/55.3 +40.0/40.0 55.01-63.5 +55.0/63.5 +55.0/52.0 +47.9/47.9 +39.8/-39.8 74" Glass 3 55.01-63.5 55.0/-63.5 55.0/55.3 +40.0/40.0 55.0/-63.5 +55.0/-63.5 +55.0/-63.5 +54.1/54.1 +45.0/45.0 Glass 4 & 5 55.0/-63.5 55.0(-63.5 55.0/-63.5 +50.0/-50.0 55.0/-63.5 +55.0/-63.5 +55.0/-63.5 +54.2/54.2 +45.1/-45.1 TART F d' Glass Types 1 1/8" Annealed 1/8" Tempered 2 3/16" Annealed 1/4" Annealed 3 1/8" Annealed -1/4" Airspace -118" Annealed N 3/16" Annealed -3116" Airspace -1/8" Annealed 4 3/15' Tempered ii0S 1/4" Tempered 5 1/8"Tempered-114" Airspace -1/8" Tempered 3/16" Tempered3/16" Airspace -1/8" Tempered NOTES 1) USE THIS TABLE FOR ALL XO/OX WINDOWS PER THE ELEVATION ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) DESIGN PRESSURES MAY BE INTERPOLATED BETWEEN SIZES. CONFIGURATIONS APPLICABLE TO THIS SHEET: XD Ox PRODUCT P.EVISEU Plying wiS4r. FhkM Sa a,il&.4C.& FsD¢rarpu Oazz r3y - fdi i/ ladeF- e tCant, V C m o O N O ii0S J o v W O OD O Z LIL O O M Lu W o ZO/ IY N W J Q Z oU 0 8W O 2dC) Glass Types 2 3116" Annealed 1 /4" Annealed 3 1!8" Annealed -114" Airspace -1/8" Annealed PRODUCI'PFV as oom 4 3116" Tempered 114" Tempered 5 1!8" Temperetl-1/4"Airspace-1/B" Tempered 3116" Tempered -3116" Airspace -1/6" Tempered Ck': u alio C,Se pl,ri{1 R153S2 TABLE5: M a y Daae Prc XOX CONFIGURATION MAXIMUM DESIGN PRESSURE RATING (psi HEAVY DUTY MEETING RAILSTANDARDMEETINGRAIL 55.0/-75.6 +55.0/-61.5 +50.4/-50.4 +37.71-37.7 55.0!-90.0 +55.0/-81.8 +55.01-67.2 +50.3/-50.3 zO LL FRAME WIDTH 49.' 53-1/8" 61„ 74" GLASS TYPE FRAME HEIGHT 38-3/8" 44" 50-5/8" 55.01-90.0 +55.0/-90.0 +55.0/-90.0 55.01-90.0 +55.01-90.0 +55.0/-90.0 55.0/-90.0 +55.0/-90.0 +55.0/-90.0 55.0/-90.0 +55.0/-90.0 +55.0/-90.0 55.0/-90.0 +55.0/-90.0 +55.0/-85.1 55.0/-90.0 +55.0/-90.0 +55.0/-90.0 55.0/-90.0 +55.0/-88.9 +55.0/-73.7 55.0/-90.0 +55.0/-90.0 +55.0/-90.0 63" 55.0/-78.9 55.01-90.0 55.0/-73.5 55.01-90.0 55.0/-65.3 55.01-84.5 55.0/-55.8 55.01-72.2 TABLE 6'. Y O m O o v o CN 8 - 8 o o X m J Q W In O Z .. 90„ FRAME HEIGHT 36-3/8" 44" 50-518" 63" o O N z2 eg Glass 2 & 3 55.01-90.0 +55.0!-90.0 +55.0/-76.3 +55.01-59.2 Glass 4 & 5 55.0/-90.0 +55.0!-90.0 +55.01-89.1 +55.0/-69.1 Glass 2 & 3 55.0/-90.0 +55.0/-84.7 +55.0/-71.4 +55.01-55.1 Glass 4 & 5 55.0/-90.0 +55.0/-90.0 +55.0/-83.2 +55.0/54.3 55.0/-90.0 +55.0/-79.5 +55.01-66.4 +50.8/50.8 55.0/-90.0 +55.0/-90.0 +55.0/-78.3 +55.0/-56.2 Glass 2 8 3 55.0/-90.0 +55.0/-76.3 +55.0/-63.9 +49.0!19.0 Glass 4 8 5 55.0/-90.0 +55.01-89.0 +55.01-74.5 +55.0/-57.1 LL O Glass 2 & 3 55.0/-81.0 +55.01-66.8 +55.0/-55.3 +41.9/111.9 Glass 4 & 5 55.0/-90.0 +55.01-77.9 +55.01-64.5 +48.8/-48.8 55.0/-83.1 +55.01-72.8 +55.0/-62.0 +47.9/-47.9 85" 74" Glass 3 55.01-SD.4 +55.07-64.9 +52.9/-52.9 +39.31-39.3 NOTES: 1) USE THIS TABLE FOR ALL XOX WINDOWS PER THE ELEVATIONS ON SHEET 1, DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) DESIGN PRESSURES MAY BE INTERPOLATED BETWEEN SIZES. e a s a: O X 11.1LLJ Z) LL1 IL Z o (nW g' C JJ O J Q Z O UL O ._ vyi ort Glass2&3 Glass 2 55.0/-74.7 +55.07-61.2 +49.1/-49.1 +35.8/-35.8 V! o F - Z 85" s o° 55.0/-77.2 +55.0/-61.2 +49.11-49.1 +35.8/-35.8 55.0/-81.9 +55.0/-71.1 +55.0/52.8 +47.8/-47.8 Z Glass 4 & 5 o c CV 6 2 55.01-90.0 +55.0/-90.0 +55.0/-84.6 +55.0/-61.8 Glass 2 55.0/-65.3 +55.0/-58.8 +46.3/-46.3 +33.1(-33.1 55.0/-65.3 +55.0/-60.0 +53.7/-53.7 +43.9/-43.9 v a a Glass 3 55.0!-72.5 +55.0/-58.8 +46.3,1-46.3 +33.11-33.1 55.01-72.5 +55.01-63.7 +54.7/-54.7 +44.2/14.2 N Glass 4 & 5 T M N a N M oLL N N i CONFIGURATIONS APPLICABLE TO THIS SHEET. 55.0/-56.7 +53.47-53.4 +44.71-44.7 +31.2/-31.2 55.01-56.7 +53.41-53.4 +48.4/-48.4 +40.5!10.5 Q 109" Glass 3 55.0/-64.8 +55.01-55.8 +44.7/-44.7 +31.21-31.2 55.01-64.8 +55.0/-55.8 +48.2/18.2 +39.6/-39.6 Glass 4 & 5 55.01-84.7 +55.01-66.5 +52.2/-52.2 +36.4/-36.4 I S ) m tUt Z rW RO2Y Q O 49.71-49.7 +47.9/17.9 +43.6/13.6 +30.01-30.0 49.7/19.7 +47.9/17.9 +44.3/-44.3 +37.5/-37.5 120" Glass 3 55.0/-57.6 +51.11-51.1 +43.6/13.6 +30.0!-30.0 55.0/-57.6 +51.11.51.1 +44.1/-44.1 +35.8/-35.8 Glass 4 & 5 55.0!-63.2 +55.0/55.0 +50.9/-50.9 +35.0/-35.0 55.0/-90.0 +55.0/-90.0 +55.0/-75.2 +51.7/-51.7 0 0 o wU XOX (V3-1/3-1(3) XOx (1/4-12-114) A. LYNN MILLER, P.E. Rim k 58705 Glass Types 2 3116" Annealed 1 /4" Annealed 3 1!8" Annealed -114" Airspace -1/8" Annealed 3116" Annealed -3/16" Airspace -V8" Annealed 4 3116" Tempered 114" Tempered 5 1!8" Temperetl-1/4"Airspace-1/B" Tempered 3116" Tempered -3116" Airspace -1/6" Tempered 55.0/-75.6 +55.0/-61.5 +50.4/-50.4 +37.71-37.7 55.0!-90.0 +55.0/-81.8 +55.01-67.2 +50.3/-50.3 Glass 4 & 5 55.01-88.2 +55.01-71.7 +55.0/-58.8 +44.01114.0 55.01-90.0 +55.0/-90.0 +55.0/-86.9 +55.0/-65.0 Glass 2 & 3 55.0/-73.6 +55.0/-59.6 +48.6!-48.6 +36.21-36.2 55.0/-90.0 +55.0/-79.5 +55.0/-64.8 +48.2!18.2 90„ Glass 4 & 5 55.01-66.1 +55.0/-69.6 +55.01-56.7 +42.2/12.2 55.0/-90.0 +55.01-90.0 +55.0/-83.9 +55.0/-62.4 Glass 2 55.0/-90.0 +55.0!-79.5 +55.0/-66.4 +50.8/-50,8 55.0/-90.0 +55.0/-85.0 +55,0/-73.8 +55.0/-59.4 53-118" Glass 3 55.0/-90.0 +55.0/-79.5 +55.01-66.4 +50.8/50.8 55.0/-90.0 +55.0/-90.0 +55.0/-78.3 +55.0/-56.2 Glass 4 5 55.0/-90.0 +55.01-90.0 +55.01-77.5 +55.01-59.2 55.0/-90.0 +55.0/-90.0 +55,0/-90.0 +55.0/-87.5 Glass 2 55.01-80.4 +55.01-64.9 +52.9/-52.9 +39.3/-39.3 55.0/-83.1 +55.01-72.8 +55.0/-62.0 +47.9/-47.9 ZO 74" Glass 3 55.01-SD.4 +55.07-64.9 +52.9/-52.9 +39.31-39.3 55.0/-90.0 +55.0/-79.6 +55.0/-70.0 +52.5/-52.5 Glass 4 5 55.0/-90.0 +55.0/-75.8 +55.01-61.8 +45.911}5-9 55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-67.8 Glass 2 55.0/-74.7 +55.07-61.2 +49.1/-49.1 +35.8/-35.8 55.01-74.7 +55.0/-67.2 +55.0/-58.9 +46.8/-46.8 85" Glass 3 55.0/-77.2 +55.0/-61.2 +49.11-49.1 +35.8/-35.8 55.0/-81.9 +55.0/-71.1 +55.0/52.8 +47.8/-47.8 Z Glass 4 & 5 55.0/-90.0 +55.0/-71.4 +55.0!-57.3 +41.8/ 11.8 55.01-90.0 +55.0/-90.0 +55.0/-84.6 +55.0/-61.8 Glass 2 55.0/-65.3 +55.0/-58.8 +46.3/-46.3 +33.1(-33.1 55.0/-65.3 +55.0/-60.0 +53.7/-53.7 +43.9/-43.9 97" Glass 3 55.0!-72.5 +55.0/-58.8 +46.3,1-46.3 +33.11-33.1 55.01-72.5 +55.01-63.7 +54.7/-54.7 +44.2/14.2 N Glass 4 & 5 55.01-87.0 +55.0!-68.6 +54.11-54.1 +38.7/-38.7 55.0/-90.0 +55.01-90.0 +55.01-79.9 +55.0/-57.1 Glass 2 55.0/-56.7 +53.47-53.4 +44.71-44.7 +31.2/-31.2 55.01-56.7 +53.41-53.4 +48.4/-48.4 +40.5!10.5 Q 109" Glass 3 55.0/-64.8 +55.01-55.8 +44.7/-44.7 +31.21-31.2 55.01-64.8 +55.0/-55.8 +48.2/18.2 +39.6/-39.6 Glass 4 & 5 55.01-84.7 +55.01-66.5 +52.2/-52.2 +36.4/-36.4 55.0/-90.0 +55.0/-90.0 +55.0/-77.1 +53.8/-53.8 Glass 2 49.71-49.7 +47.9/17.9 +43.6/13.6 +30.01-30.0 49.7/19.7 +47.9/17.9 +44.3/-44.3 +37.5/-37.5 120" Glass 3 55.0/-57.6 +51.11-51.1 +43.6/13.6 +30.0!-30.0 55.0/-57.6 +51.11.51.1 +44.1/-44.1 +35.8/-35.8 Glass 4 & 5 55.0!-63.2 +55.0/55.0 +50.9/-50.9 +35.0/-35.0 55.0/-90.0 +55.0/-90.0 +55.0/-75.2 +51.7/-51.7 Glass Types 2 3116" Annealed 1 /4" Annealed 3 1!8" Annealed -114" Airspace -1/8" Annealed 3116" Annealed -3/16" Airspace -V8" Annealed 4 3116" Tempered 114" Tempered 5 1!8" Temperetl-1/4"Airspace-1/B" Tempered 3116" Tempered -3116" Airspace -1/6" Tempered INSTALLATION OPTION 1 con cRErE/cMu STANDARD MEETING RAIL ' 6-' 1XWOOD PER ANCHOR INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT TYP. ANCHOR TYPE, BUCKSTRIP, , EMBEDMENT AND EDGE SEE NOTE 2, ' CONCRETE EDGE OPTIONAL—2XWOOD- DISTANCE D)ADDON EMBEDMENT DISTANCE PER SUBSTRATE, THIS 11SEE TABLE 1, SHEET 1. SHEET. OR CMU PER ANCHOR FLANGE @ A ` V A -. ., • A\ VA 1/4" MAX q REQUIRE- HEAD, SILLBJAMBS EDGE SILL-- SHIM 23 J-(93\ 0 ;-` 9 X 10) _•. X HENT DISTANCE MENT I ` _--_ 441 1 -- _. -__- e SASH VISIBLE DISTANCE TVP. ANCHOR O _ I VISIBLE LIGHT EDGE TYPE, EMBEDMENT ! . a 6 57 LIGHT _.__ __,_ WIDTH\ a AND DISTANCE PER .... _.Q SUBSTRATE, x. ^, M M 7" WIDTv FIXED •, •74 ,- v.nniv.n. " EE II ... ._ TABLEL.. LGHT —., I24 _-/ 70 II II BU) STANDARD i WIDTH \-06 STANDARD / EXTERIORMEETING RAIL 1X WOODS i EMBED- HENT II INSTALLATION MEETING RAIL / BUCK II OPTION 2 INSTALLATION FIXED VISIBLE III III III ! INSTALLATION ANCHORS DIRECTLY BUCK WIDTH OPTION 3. LIGHT j, I I III I, INTO MASONRY. TIP-TO-TIP WIDTH THROUGH tOX BUCKSTRIP HEIGHT I; IIINTO I SASHIIII: ij TIP•TO-TIPI VISIBLE IIL- LIGHT 1/4'MAX. HORIZONTAL SECTION A-A SHIM MASONRY. HEIGHT I I - HEIGHTS I V TYP. ANCHOR 4-V 2XWOOD EMBEDMENT TYPE, AND EDGE BUCK jl I'I #12 STEEL HEIGHT 0 II X SELF-DRILLING / li II SMS (05), SEE TABLE / I 1, SHEET 1. \ i t0 ( 11 }- - DISTANCE SEE TABLE J PER SUBSTRATE 1, SHEET 1. Z4 '-'pIIII II DADE APPROVED L MULLION, ALUMINUM, ,% r TO Ox-( 32) STEEL FRAMING I STUD. SEE 571-V /II PROPERTIES, 4' CUT LENGTH OR STEEL ! SUBSTRATE / I TABLE 1. SASH VISIBLE LIGHT WIDTH Viv,n,-n.niwsw..nomN-1 T. SHEETI. 12 @EACH' e V MEETING RAIL EXTERIOR 1 25} /__.._ FIXED VISIBLE LIGHTWIDrH ' G TYP. ANCHOR TY PE, C' i EMBEDMENT AND EDGE INSTALLATION OPTION 4 STANDARDS / INSTALLATION C MEETING RAIL \" OPTION 1 2 f----- DISTANCE PER INSTALLATION _ ANCHORS BUCK WIDTH INSTALLATION TIP-TO-TIP WIDTH ANCHORS INTO 2X SUBSTRATE, SEE 29a TABLE 1, SHEET 1. DIRECTLY INTO METAL. yYppp, HORIZONTAL SECTION C-C yI 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. f I- 1l4"MAX SHIM NOTES: 1) USE ONLY SUBSTRATE-APPROPRIATE DISTANCE LIMITS. ANY INSTALLATION ANCHORS LISTED ON TABLE 1 OF SHEET 1. FOLLOW EMBEDMENT AND EDGE OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE WINDOW. RODUCT REVISED dmg CadeAa ,prance No i a_•Oro i.OZ tion O`n- 2022' 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X Revised By: Date: Revision: INSTALLATIONS. 1X WOOD BUCKS ARE a t -ix uiaJe i'rM.axt Contra[ 1X WOOD i ° CONCRETE PER BUCK ANCHOR OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS Revised By: Dote: Revision: REQUIREMENT DEPICTED AS 2X ARE 1-1/2" THICK OREXTERIOR ° GREATER. IX AND 2X BUCKS (WHEN - USED) SHALL BE DESIGNED TO PROPERLY f L1 Description: Drown By: INSTALLATION TRANSFER LOADS TO THE STRUCTURE. j t I INSTALLATION DETAILS, STD MR J ROSOWSKI OPTION 3 VERTICAL SECTION B-B INSTALLATION ANCHORS WOOD BUCK DESIGN AND INSTALLATION ENGINEIS THE E ORARCPONSIBHITECT THE 10N. VENICE, 70 OFLLG34275E Atte: Date: ENGINEER ARCHIOFTECT HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 THROUGH 7X BUCKSTRIP INTO MASONRY. MAXIMUM SHIM THICKNESS TO BE 7/41. HIMTHI P.O. BOX 1els NOKOMIS, FL 34274 Series/Model: Scale: Sheet: Drawing No, Rev: A. LYNN MILLER, RE CERT. OF AUTH- $29296 HR-210 NTS 5 OF 8 MD-HR210-01 B P.E.# 56705 INSTALLATION OPTION 1 cONCRETHOMu PERANCHOR INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT OPTIONAL EDGE EMBEDMENT 80) ADDON 2X WOOD DISTANCE FLANGE @ VA A ` 1/4" MAX HEASILL & JAMBS \ \ \ EDGE SHIM DISTANCE EMBED- v( MENT 1 TYP. ANCHOR A TYPE, EMBEDMENT I AND EDGE DISTANCE PEP, I- SUBSTRATE, SEE y- --- - TABLE 1, SHEET 1. T L 21 INSTALLATION i! } FIXED OPTION 2 I'. II II VISIBLE INSTALLATIONI, II II i LIGHTI I I ANCHORS DIRECTLY '.. HEIGHT III I INTO MASONRY. SASHIII I1 I TIP \ . I VISIBLE HEIGHT HEAVY DUTY MEETING RAIL) X / ( 30 J SASH VISIBLE 0 LIGHT : rte --c - FIXED vVISIBLE 24 LIGHTv_ WIDTH EXTERIOR HEAVY DUTY MEETING RAIL BUCK WIDTH TIP -TO -TIP WIDTH ----- HORIZONTAL SECTION A -A 1/4' MAX. SHIM I ( 5` II " 31i STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE r PROPERTIES, TABLE I, ? E'.ICR 4' CUT LENGTH SHEET 1. @ EACH Z`MEETING RAIL E INSTALLATION n r TYP. ANCHOR TYPE, OPTION Q ' 7 EMBEDMENT AND EDGE INSTALLATION C2 DISTANCE PER ANCHORS SUBSTRATE, SEE r DIRECTLY 1.4W1 -O TABLE 1, SHEET 1. METAL. 1X WOOD NOTES. BUCKSTRIP, 11 USE ONLY SUBSTRATE -APPROPRIATE SEE NOTE 2, ANCHORS LISTED ON TABLE 1 OF SHEET 1. THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE 1/4" MAX SHIM LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 1X WOOD J / ° 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK BUCK : CONCRETE PER ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X ANCHOR' WOOD BUCKS ARE OPTIONAL. UNIT MAY BE EXTERIOR REQUIREMENT a INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR INSTALLATION GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER OPTION 3 LOADS TO THE STRUCTURE. WOOD BUCK VERTICAL SECTION B -B INSTALLATION ANCHORS DESIGN AND I NSTALLATION IS THE THROUGH 1X BUCKSTRIP RESPONSIBILITY OF THE ENGINEER OR INTO MASONRY. ARCHITECT OF RECORD, MAXIMUM SHIM THICKNESS TO BE 1/4". TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. SASH VISIBLE— LIGHT '— WIDTH h 70i ixW B HEAVY DUTY MEETING RAIL 1X WOOD HEIIGHT OIG) I 11I II I +412 STEEL 111 X SELF -DRILLING illl SMS (G5), SEE TABLE \ r '- THIS SHEET. OR CMU I; II ISI 1 SHEET 1. \ DADE APPROVED MULLION, ALUMINUM, 111 j II " 31i STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE r PROPERTIES, TABLE I, ? E'.ICR 4' CUT LENGTH SHEET 1. @ EACH Z`MEETING RAIL E INSTALLATION n r TYP. ANCHOR TYPE, OPTION Q ' 7 EMBEDMENT AND EDGE INSTALLATION C2 DISTANCE PER ANCHORS SUBSTRATE, SEE r DIRECTLY 1.4W1 -O TABLE 1, SHEET 1. METAL. 1X WOOD NOTES. BUCKSTRIP, 11 USE ONLY SUBSTRATE -APPROPRIATE SEE NOTE 2, ANCHORS LISTED ON TABLE 1 OF SHEET 1. THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE 1/4" MAX SHIM LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 1X WOOD J / ° 2) ALL WOOD BUCKS LESS THAN 1-1/2" THICK BUCK : CONCRETE PER ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X ANCHOR' WOOD BUCKS ARE OPTIONAL. UNIT MAY BE EXTERIOR REQUIREMENT a INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR INSTALLATION GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER OPTION 3 LOADS TO THE STRUCTURE. WOOD BUCK VERTICAL SECTION B -B INSTALLATION ANCHORS DESIGN AND I NSTALLATION IS THE THROUGH 1X BUCKSTRIP RESPONSIBILITY OF THE ENGINEER OR INTO MASONRY. ARCHITECT OF RECORD, MAXIMUM SHIM THICKNESS TO BE 1/4". TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. SASH VISIBLE— LIGHT '— WIDTH h 70i ixW B HEAVY DUTY MEETING RAIL 1X WOOD BUCKSTRIP, SEE NOTE 2, CONCRETE THIS SHEET. OR CMU PER ANCHOR REQUIRE - VENT 1 EDGE DISTANCE I . l EMBED- _ 77 MENT 111- INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. v2X WOOD TYP. ANCHOR TYPE, 4 EMBEDMENT AND EDGE X 11 DISTANCE PER SUBSTRATE. SEE TABLE 1SHEET 1. 7 SASH VISIBLE— 0 I \' LIGHT WIDTH 151 FIXED VISIBLE " LIGHTWIDTH f INSTALLATION HEAVY DUTY " _ MEETING RAIL INSTALLATION OPON1 ANCHORS INTO 2X BUCK WIDTH - WOOD. TIP -TO -TIP WIDTH I;ODU 'Ft VISED HORIZONTAL SECTION C -C U g C.& - 0atm: F , 22RevisedB : Date: E p tr,X Da,Q L Y Revision: / j By Revised Of. Dote: Revision. r L® 6 Description.- Drown 8y: INSTALLATION DETAILS, HD MR J ROSOWSKI 1070 TECHNOLOGY DRIVE Ttle: Date: N. VENICE, FL 34275 HORIZONTAL ROLLER WINDOW DETAILS 12/01/11 P.O. BOX 1529 NOKOMIS. FL 34274 Senes/Model: Scale: Sheet: Drawing Na. Rer A. LYNN MILLER, P.E. CERT. OF AUTH. ¥29296 HR -210 NTS 6 OF 8 MD-HR210-01 B P.E # 58705 3 y SASH CORNERS ASSEMBLY DETAILS 330" 250" ' j C2 SILL r3) SILL ADAPTER J WEEPHOLES MLL I INU ETEMPEREDTEMPERED GLASSSSSS If' I go 382" MIN. BITE 81 1/8" GLAZING DETAIL I/16" ANNEALED OR 1/4" ANNEALED OR TEMPERED GLASS TEMPERED GLASS IIII X91 :^ II;I% -i 9 382"MIN. IIS .382"MIN. ILII GLASS BITE SII GLASS BITE II 3/16" GLAZING DETAIL 114" GLAZING DETAIL WEEPHOLE DETAILS SHOWN WITHOUT WEEPHOLE COVERS. SEE SHEET 1 FOR QUANTITY AND SPACING 1/2" MIN. GLASS STACK 1/4" AIRSPACE 1/8" ANNEALED OR TEMPERED GLASS - - 1/8" ANNEALED OR TEMPERED GLASS 57 I Ilj ,-193 382' MIN. GLASS BIT I 60-63) 1/2" I.G. GLAZING DETAIL 1/4" AIRSPACE 1/2"MIN. GLASS STACK 3/16" AIRSPACE 3/16" ANNEALED OR TEMPERED GLASS 1/8" ANNEALED OR TEMPERED CLASS II. II 4) 1157I III . 9 382" MIN. II II GLASS BITE II II 60-63) 1/2" I.G. GLAZING DETAIL 3/16" AIRSPACE kODUC"f REVISED mm. wi!i: the nce i n i'suYhtin . Com ' ptam:e. Nk, 1 g. tib. t;anDa(c 2e22 c s, Y U) O co O I r 0 N r J_ J Q Q WW W O J O Q J Z 06 Of m O W X fn Q Q z OW _ N 0 0 m F z0 O N A'. LYNN MILLER; P.E. P. E.6 58705 w 02 V m_NS OdY O zoZ wU A'. LYNN MILLER; P.E. P. E.6 58705 it.. Dwg#Part# Material Description Material 1 2156 6215W Frame Head 6063-T6 2 264 6264W Frame Sill 6063-T5 3 265 6265BW Sill Adapter 6063-T6 4 21 BA 6218W Frame Jamb (Fixed) 6063-T6 5 219 61088W Frame Jamb (Operable) 606375 6 2208 622OW Fixed Meeting Reil 6063-T6 7 267 6267W Heavy Duty Fixed Meeting Rail 6063-T6 8 223A 6223W Sash Top & Bottom Rail 6063-T6 9 223A 6223W Sash Bottom Rail 6063-T6 10 221B 6221 BW Sash Side Rail 6063-T6 11 222 6222W Sash Meeting Rail 6063-T6 12 270 6270W Dogbone Reinforcement 6063-T6 13 2785 62785W Sash Stop 6063-T5 20 4080 74080BK Meeting Rail Sweep latch Plug Rigid PVC 21 242 42105W Sash Top Guide (Anti -rack) Rigid PVC 22 227 42114W End Cap Rigid PVC 23 1213 602DDK.190" X.200" Q -Ion Wstp. (Frame) Flex PVC 70 24 4066 640MG 187" X.230" Fin Watp. 25 1 -DMC 66601 K IBulb Vinyl Wstp. (Sash) Flex PVC 70 26 275C 70275CK IFrame Sill Gasket Polyethylene 27 273A 70273AK Frame Head Gasket Polyethylene 28 280 70280BK Sash Gaskets Polyethylene 29 7HRKITW WeepIlDle Coder Plastic 30 1096 71096W Sweep Latch Cast Zinc 31 225 42112N Roller Housing & Guide Vinyl 32 226 7BRWHL2 Roller Brass 40 1155 781 PQA 8 X 1" QUAD Pn SMS Steel 41 1155-1 781 PDX 8 X 1" Sq. Pn. SMS 410 SS 42 781 PSTX 8 X 1" Sq. Pn. Twin Fast SMS 410 SS 43 78X38PSA 48 X.375" Sq. Pn. SMS Steel 44 016 7858WW 98 X.625" Ph FI. SMS Steel 6D 1265-3 712653K Setting Block 3132" X 1/4" X 1" EPDM 51 1267 71267N Setting Block 1/B" X 1/2" X 1" EPDM 54 1625 61625W 118" Bead Aluminum 2719 65016W 3116" Bead Aluminum 1263 65133W 1/4" Bead Aluminum 1253 66VT48W I.G. Bead Rigid PVC 1014 81014FW Screen Frame AluminumE71163147041WScreenComerKeyNoRingVinyl 1630 47042W Screen Comer Key with Ring Vinyl 320 7320SPNG Screen Spring Spring Steel 1624 61624K Screen Spline - .135" Dia. Foam Rubber 75 1635 61635K Screen Spline- A35" Dia. Hard Rubber 76 Screen Cloth Fiberglass Bo 134 06615W Add-on Flange (Optional) 6063-T6 81 Dow Coming 899 Silicone Glazing Sealant or Equiv. 90 1/8" Annealed or Tempered Glass 91 3/16" Annealed or Tempered Glass 92 114" Annealed or Tempered Glass 93 118"- 114" Air- 1/8" An. or Temp. I.G. 94 1/8"- 3/16" Air- 3/16" An. or Temp. I.G. Part# Description Material 60 Kommeding 4SG TPS Spacer System See this Sheet for61QuanexSuperSpacernXTwithHotMeltButyl 62 Quanex Duraseal Spacer Materials 63 Cardinal KL Edge Spacer GLASS I REFEKLNUI, I EJ I KLI''UK I J: 1 I 11 11, ---- SILICONE tl06 he SILICONE fSTRUCTURALf 1J4" NOMI. POLYISOBUTYLEN —I WITH DESICCANT /\, EXT. GLASS C 60) KODISPACE 4SG TPS INT. GLASS BUT DESIC( F EXT. GLAS STRUCTURAL SILICONE FOAM WITH DESICCANT / EXT. GLASS—C POLYISO- BUTYLENE SEAL ROLL -FORME STAINLESS STEE EXT. GLASS ALUMINUM REINFORCEMENT 16" NOME s DURASEAL' SPACER INT. GLASS HOT -MELT BUTYL 050' 627" 0 FRAME HEAD6063-76 ALUMINUM 1 Sat" 062" 2 200" FRAME JAMB (OPERABLE) 6063-T5 ALUMINUM 3/16" NOM. 6 SUPER i 1.115' +- t093` 062" SPACER)NXT 6663-T6 ALUMINUM n6z" j S GLASS t0 SASH SIDE RAIZ_ 6063-T6 ALUMINUM DESICCANT FILL AREA 5/16" NOM. ONE SEAL XL EDGE TM 3 CDAr r7D INT. GLASS 1', II111/j, NpN'....NN y 0 D t tum i s •F/ORIDP...- S ONAL E?G` 1r11111111" A. LYNN MILLER, P.E. P E #,53705 2 000" 1.saz• —.-i 1 3.82.1' 062" 2A28" 2.124' L os2• .052" (/' JFRAMESILLU3SILLADAPHER FRAME JAMB 1 6053-T5ALUMINUM 6063-T6 ALUMINUM " 6063T64 ALUMINUM 1.662- L 1.662" - 2.010" f 1.010• 082" rC I C. FIXED MEETING RAIL 1 • HO FIXED MEETING RAIL 6063-T6 ALUMINUM 6063 -Te ALUMINUM 1.]49" 050' i 1.115' +- 80 ADDON rL 145]• 6663-T6 ALUMINUM n6z" j i - az. X11) SASH MEETING RAIL 6063-T6 ALUMINUM e Date /L 12 I DOGBONE REINFORCEMENT 6063-76 ALUMINUM f 1.114" 781"[= oso 1 1C SASH STOP6063-T5 ALUMINUM 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. x!29296 oso^ - - T— j .s3s• 1.002" SASH TPO 8 BOTTOM RAIL 6063 T6 ALUMINUM DescriPtlon: urdwn eY: BOM & PART DETAILS J ROSOWSKI HORIZONTAL ROLLER WINDOW DETAILS 2/01/11 Sedx/Model: Scold; I STxt. I Omwin0 No. Rsr. HR -210 NTS 8 OF 8 MD-HR210-01 B 050' 80 ADDON rL PRODUCT REVISED 6663-T6 ALUMINUM x: cemsl)'ms tvifh dxs vior d2 uil<lelig Cod,! A,zepcance Nb 16-1 A2 e Date /Laxeer- Dole: Rew;an: JR 05/05/16 B) ADDED SPACERS ts" hdiaz» used ay: Dote: Revision. DescriPtlon: urdwn eY: BOM & PART DETAILS J ROSOWSKI HORIZONTAL ROLLER WINDOW DETAILS 2/01/11 Sedx/Model: Scold; I STxt. I Omwin0 No. Rsr. HR -210 NTS 8 OF 8 MD-HR210-01 B SCIS Horne Loy Out User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: dominic fiocco Product A pov, Menu > Product or Ap )hcaUQr Search > Application List Search Criteria Refine Search ode VersionCV 201.4 FL# 601.17 Application Type ALL Product Manufacturer ALL tegory AL•.__ Subcategory ALL Application Status ALL Compliance Method ALL Quaht•y Assurance crrti y ALL Quality Assurance Entity Cr_,^tract Expired ALL Product i ,odel, Numb=r or Name .ALL Product Description ALL proved for use in HVHZ ALL Approved for use outside riVHZ ;'ALL n'?p— Reststint ALL Design Pressure ALL Other ALL Search Results - Applications FL# Type i Manufacturer ltalidated By I Status FL601-Rll Revision Boral Roofing / MonierLifetile ? Miami -Dade BCCO - VAL Approved spry I FL#: FL601.17 (786) 315-_,590 i I Model: Villa 900 Description: Medium Profile - Lake Wales; I Category: Roofing f Subcategory: Roofing Tiles Approved by DBPR. Approvals by DBPR shall be revier;ed and ratified by the POC and./or the Commission f necessary. Contact Us :: 2601 E31air Stone Road Tailabassee.FL_3_L_>)9 Phone'. 8-50-487-J.824 The State of Florida is an AA/EEO employe!. Cop yn_ght 2007_2013 State ol Florida. Privacy Statement Accessibility Statement : Refund Statement Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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 PERA - 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if 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 revises NOA# 11-0713.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0308.20 MIAMI•DADECOUNTY Expiration Date: 09/21/16 p Approval Date: 06/21/12 Page 1 of 7 MIAMI -DAME COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 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/pera Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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 PERA - 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if 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 revises NOA# 11-0713.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0308.20 MIAMI•DADECOUNTY Expiration Date: 09/21/16 p Approval Date: 06/21/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC Villa 1= 17" TAS 112 Low profile, interlocking, high pressure extruded 900 w = 13" concrete roof tile equipped with one nail hole and 2." thick double roll ribs. For direct deck or battened nail - on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Nutting' Engineers 13343.1 TAS 112 Apr. 2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix Il TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 2 of 7 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Redland Technologies Letter Dated Aug. 1, 1994 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker'Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Project No. 307025 Test #MDC -76 25-7183-1 25-7183-2 25-7214-2 25-7214-6 528454-2-1 520109-2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report Wind Tunnel Testing TAS 108 (Nail -On) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 1 Quik -Drive Screw, Direct Deck) 1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moment Due to Gravity r Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1995 February 1996 April 1996 December. 1996 May 2006 April 1999 April 2006 MIAMI•DAD CI siY NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 1 ] 9, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (Ibf) Length -1 (ft) Width -w (ft) Villa 900 Concrete Tile 10.94 1.425 1.08 Table 2: Aerodynamic Multipliers - X (ft) Tile Profile X (ft) Batten Application 7v (ft) Direct Deck Application Villa, 900 Concrete Tile 0.289 0.289 Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf) Tile Profile 3":12" 4":12" 511:12" 6":12" 7":12" or greater Villa 900 Concrete Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.79 7.70 6.73 7.62 6.63 7.51 6.50 7.37 6.36 7.21 NOA No.: 12-0308.20 MIAMI•DADECOUN'iY Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft4bf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile Villa 900 Concrete Tile min 15/32" plywood) min. 19/32" plywood) 1 See manufactures component approval for installation requirements. Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile 3 Large paddy placement of 54 rams of Pol Pro TM. Resistance Villa 900 Concrete Tile Adhesive 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa 900 Concrete Tile 3M 2 -Component Foam Roof Tile Adhesive AH -160 86.61 3M 2 -Component Foam Roof Tile Adhesive AH -160 45.5 3 Large paddy placement of 54 rams of Pol Pro TM. 4 Medium paddy placement of 24grams of PolyProTM. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Villa 900 Concrete Tile Mortar Setb 20.60 5 Seespecific mortar manufacturer's Notice of Acceptance NOA No.: 12-0308.20 MIAMI•DADECOUN7Y Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprintor identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR VILLA 900 CONCRETE TILE LOCATED ON THE UNDERSIDE OF TILE 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. MIAM4DADECOUN7YNOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 6 of 7 PROFILE DRAWING A—u y.._I—_ VILLA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 7 of 7 MIAMI, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 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 (NOAI www.miamidade.eov/vera Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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 PERA - 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if 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 revises NOA# 11-0713.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. p MIAM!•DADECOUNTY NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1: . SCOPE This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile LLC Villa 1 = 17" 900 w = 13" 2" thick Trim Pieces I = varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 EVIDENCE SUBMITTED Test Product Specifications Description TAS 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail - on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Test Agency Test Identifier Nutting Engineers Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Test Name/Report Date 13343.1 TAS 112 Apr. 2006 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails 94-060B Static Uplift Testing March, 1994 TAS 101 (Adhesive Set) 94-084 Static Uplift Testing May 1994 TAS 101 (Mortar Set) P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) NOA No.: 12-0308.20 MIAMI•DADECOUNTY Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 2 of 7 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Redland Technologies Letter Dated Aug. 1, 1994 The Center for Applied Project No. 307025 Engineering, Inc. Test #MDC -76 The Center for Applied 25-7183-1 Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker. Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25-7183-2 25-7214-2 25-7214-6 528454-2-1 520109-2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test Name/Report Wind Tunnel Testing TAS 108 (Nail -On) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 1 Quik -Drive Screw, Direct Deck) 1 Quik -Drive Screw, Battens) Static Uplift'Testing TAS 101 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Aerodynamic Multipliers Two Patty Adhesive.. Set System Restoring Moment .Due to Gravity Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1995 February 1996 April 1996 December 1996 May 2006 April 1999 April 2006 NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Villa 900 Concrete Tile 10.94 1.425 1.08 Table 2: Aerodynamic Multipliers - X (ft) Tile Profile X (ft) Batten Application X (ft) Direct Deck Application Villa 900 Concrete Tile 0.289 0.289 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 3":12" 4":12" 511:12" 6":12" 7":12" or greater Villa 900 Concrete Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.79 7.70 6.73 7.62 6.63 7.51 6.50 7.37 6.36 7.21 NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile Villa 900 Concrete Tile min 15/32" plywood) min. 19/32" plywood) 1 See manufactures component approval for installation requirements. Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw_ 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile 3 Large paddy placement of 54grams of PolyProT". -- Resistance Villa 900 Concrete Tile Adhesive 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3M TM 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per paUy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa 900 Concrete Tile 3M r°' 2 -Component Foam Roof Tile Adhesive AH -160 86.61 3M 2 -Component Foam Roof Tile Adhesive AH -160 45.5 3 Large paddy placement of 54grams of PolyProT". -- 4 Medium paddy placement of 24grams of PolyPro TM. Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Villa 900 Concrete Tile Mortar Set 20.60 j5 See specific mortar manufacturer's Notice of Accent .! ce .__ _ I, NOA No.: 12-0308.20 AM4 Ap DE COUNTYRExpiration Date: 09/21/.16 NEWApproval Date: 06/21/12 Page 5 of 7 5. LABELING 5.1 Alt tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR VILLA 900 CONCRETE TILE LOCATED ON THE UNDERSIDE OF TILE 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0308.20 MIAMI•DADECOUNTY Expiration Date: 09/21/1.6 Approval Date: 06/21/12 Page 6 of 7 Iof PROFILE DRAWING 1-1-- VILLA Wr_- VILLA 900 CONCRETE, ROOF TILE END OF THIS ACCEPTANCE NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 7 of 7 Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Applications FL# Manufacturer Refine Search FL# 2533.1 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Validated By I Status FL2533-R16 Revision ;I; CertainTeed Corporation -Roofing John W. Knezevich, PEApproved Histoma 1 FL#: FL2533.1 (954) 772-6224 Model: Flintlastic Modified Bitumen Roof Systems € Description: Modified Bitumen Roof Systems I Category: Roofing Subcategory: Modified Bitumen Roof System i Approved by DBPR. Approvals by DBPR shall be reviewed and rat fled by the PUC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-48717.821_ The State of Florida is an AA/EEO employer. Copyright 2007_2013 State of Florida, :: Privacy_ Statement :: AccessibilRY Statement :: Refund Statement tITER 11"Rik 11 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street Oxford, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 3520.03.041117 18 Moores Road FL2533-1116 Malvern, PA 19355 Date of Issuance: 09/19/2005 Revision 17: 02/04/2016 SCOPE` This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: FlintlasticO Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert 'Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5, plus a 58 -page Appendix. Prepared by: tstt ttt,rrr Robert J.M. Nieminen, P.E. r Florida Registration No. 59166, Porida DCA ANE1983 p The facsimile seal appearing. was authorized by Ronan Nieminen, P.E. on 02/04/2016. This doesnot serve as an electronically signed document signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design,, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. t kTRINI i ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE': Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: Flintlastic''Modified Bitumen Roof Systems, as producer! by CertainTeed Corporadon, have demonstrated compliance with the following sections of the Florida: Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations.) Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind FM 4474 2001 1504.7 Impact FM4470 1992 1507.11.2 Physical Properties ASTM D6162 2000 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2008 1507,11.2 Physical Properties' ASTM D6509 2009 3. REFERENCES: Enti Examination Reference Date ERD (TST6049), FM 4470 3504.06M-1 06/05/2001 ERD (TST6049)'- FM 4470 3513.08M 08/15/2002 ERD (TST6049) FM 4470 03515.07.03, 07/22/2003 ERD (TST6049) FM 4470 3519 12.03 12/22/2003 ERD (TST6049); FM 4470/4474 3522.07.04 07/28/2004 ERD (TST6049) FM 4470/4474 02843.02.05-11 02/10/2005 FRO (TST6049)' _ FM 4470/4474 3533.01.06 01/06/2006 ERD (TST6049) FM 4470/4474 4674.11.01-1 03/21/2006 FRD (TST6049) Physical Properties 3535,10.06 10/31/2006 ERD (TST6049) FM 4470/4474 3521 07.04-R4 10/26/2007 ERD (TST6049) FM 4470/4474 02764,09.05-RI 12/10/2007 ERD (TST6049) FM 4470/4474 02762.03.05-RI 12/10/2007 ERD (TST6049) Physical Properties C7290.01.08 01/16/2008 ERD (TST6049) Physical Properties C10080.09,08 09/04/2008 ERD (7576049) FM 4470/4474 C8370,08,08-RI 10/05/2009 ERD (TST6049) FM 4470/4474 P6860.06.07-111 09/10/2009 ERD (TST6049) ° EM 4470/4474 C30310.12:09 12/17/2009 ERD (TST6049)' FM 4470/4474 00560k3,10 03/18/2010 ERD (TST6049)' FM 4470/4474 C31420,08,10 09/21/2010 ERD (TST6049) FM 4470/4474 C33980.12.10 12/22/2010 ERD (TST6049), FM 4470/4474 C33830.02.11 02/08/2011 ERD (TST6049) TAS 117(8), Rupture C35500.02.11 02/09/2011 ERD (TST6049) FM 4470/4474 C37820.07.12 07/24/2012' ERD (TST6049) FM 4470/4474 C3783007 12 07/26/2012' ERD (TST6049)` Physical Properties C42110.08.12 08/13/2012 ERD (TST6049) FM 4470/4474 C3967D 08.12 08/20/2012 ERD (TST6049) FM 4470/4474 C42280.08.12 08/20/2012 ERD (TST6049) TAS 117(A) A35880.04.12-R1 10/26/2012 CRD (TST6049) FM 4470/4474 C44SM07.13 07/25/2013 ERD (TST6049) FM 4470/4474 446090 11.13-A 1-1/20/2013 ERD (TST6049) FM 4470/4474 C45620103.14 03/27/2014 ERD (T5T6049) FM 4470/4474 C.46760.06.14 06/19/2014 FRO (IST6049) FM 4470/4474 01320 0114-R1 04/01/2015 ERD (TST6049) FM 4470/4474 CTR-SC8995.10.15 10/14/2015 ERD (TST6049) - FM 4470/4474 CTR-SC9935.01.16 01/14/2016 ERD (TST6049) FM 4470 CTR-SC9920.01.16-R1 01/20/2016 ERD (TST6049) FM 4470/4474 CTR-5010420:01.16 01/25/2016 FM Approvals (TST1867) FM 4470 OE3A2.AMs 03/30/1982' Exterior Research and Design, I.I.C. Evaluation Report 3520.03.04-1117 Certificate of Authorization #9503 FL2533-R16 Revision 17: 02/04/2016 Page 2 of 5 4. TRINITY ERD En"ti Examination Reference Date FM Approvals (TST1867) FM 4470 3WOA4.AM 03/16/1993 FM Approvals (TST1867) FM.4470 3WOA2.AM 03/17/1993' FM Approvals (TST1867) FM 4470 3WOA3.AM 03/17/1993 FM Approvals (TST1867) FM 4470 1Z4A6.AM 09/11/1996 FM Approvals (TST1867) FM 4470; 3Y8A1.AM 09/30/1996 FM Approvals (TST1867) FM 4470 - 205A9.AM 06/22/1999 FM Approvals (TST1867) FM 4470 3009502- 12/12/2000 FM Approvals (TST1867) FM 4470 3008869 03/19/2001 FM Approvals (TST1867) FM 4470 3009610 10115/2001 FM Approvals (TST1867) FM 4470 3006025 12/28/2001 FM Approvals (TST1867) FM 4470 3012321 07/29/2002; FM Approvals (TST186.7)_ FM 4470 3009814 09/06/2002' FM Approvals (TST1867)_. FM 4470 3014502> 04/04/2003 FM Approvals (TST1867) FM 4470 _' 3015444>- 07/11/2003 FM Approvals (TST1867) FM 4470 3014692 08/05/2003 FM Approvals (TST1867) FM 4470 3014751 08/27/2DD3 FM Approvals (TST1967) FRA 4470 - 3018579 1g/n9/2nn3 FM Approvals (TST1867) FM 4470/4474 3020103 07/30/2004 FM Approvals (TST1867), FM 4470/4474 3021759 06/03/2005 Fh4 Approvals (TST1867) FM 4470/4474 3022038 04/05/2006 FM Approvals (TST1867). FM 4470/4474 3023458 07/18/2006 FM Approvals (TST1867): FM 4470/4474 3026128 08/04/2006 FM Approvals (TST1867) _ FM 4470/4474 3024311- 11/01/2DO6 FM Approvals (TST1867) FM 4470/4474 3025766 11/13/2006' FM Approvals (TST1867) FM 4470/4474 3028410, 02/19/2007 FM Approvals (TST1867) FM 4470/4474 3026964 07/25/2007 FM Approvals, (TST1867) FM 44.70/4474 3031262 11/30/2007 FM Approvals (TST1867) - FM 4410/4474 3031199 12/23/20013 FM Approvals (TST1867) FM 4470/4474 3032172 06/12/2009 FM Approvals (TST1867); FM 4470/4474 3037127 01/11/2010 FM Approvals(T5T1867) FM 4470/4474 3039848 12/02/2011 FM Approvals (TST1867) FM 4470/4474 3046104 08/13/2D13 FM Approvals (TST1867) "' FM 4470/4474 3048520 09/19/2013 MTI (TST2508) Physical properties DX08C4A 03/22/2004 MTI (TST2508) = Physical properties DX20E3A 03/22/2004 MTI (TST2508)" Physical properties DX20E3A-001 01/04/2006 MTI (TST2508) Physical properties AX31G8A 08/21/2008 MTI (TST2SO8) - Physical properties AX31G8D 09/05/2008 MTI (TST2508) Physical properties: AX31G8F 06/05/2009 Mrl (T5 -R508)': Physical properties AXZ1G8[ 01/28/201-1 PRI (TST5878) Physical Properties C7rC-032-02-01 01/16/2008 PRI (TST5878). Physical Properties _ CTC -034-02-01 11/24/2008 PRI (TSTS878) Physical Properties CTC -066-02-01 08/08/2011 PRI (TST5878) Physical Properties " CTC -067-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC -068-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC -070-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC -071-02-01 08/08/2011 PRI (TST5878) Physical Properties CTC -093-02-01 08/08/2011 PRI (TSTS878) Physical Properties CTC -116-02-01 04/03/2012' PRI (TSTS878) Physical Properties CTC -183-02-01 10/04/2013 PRI (TST5878); Physical Properties CTC -259-02-01 12/11/2015 UL, LLC. (QUA9625) Quality Assurance Service Confirmation, R11656: Exp. 07/03/2017 PRODUCT DESCRIPTIONI. This Evaluation Report covers Flintlastic® Modified Bitumen Roof Systems installed in accordance with CertainTeed. Corporation published installation instructions and the Limitations' J Conditions of Use herein. The following CertainTeed'products make up the subject systems. Exterior Research and Design, LLC. EvaluationReport 3520.03.04-R17 Certificate of Authorization 1!9303 FL2533-R16 Revision 17: 02/04/2016 Page -3 of,5 f4 a T RD TABLE 1 ROLL. GOODS -FOR FLINTLASTIC® MODI F,1E6 gRUMEN ROOF SYSTEMS. Product Reference Specification Grade Type Base Sheets I'lintlastiO SA NailBase ASTM D4601 N/A I I Glasbase"Base Sheet ASTIO D4601 N/A II All Weather/Empire" Base ASTM D4601 N/A II Flexiglas`" Base ASTM D4601 N/A II Flintlastic" Base 20 ASTM '' -D4601 N/A II Flintlastic lPoly SMS•Base Sheet ASTMD4601 N/A II YosemitO Venting Base ASTM D4897 N/A. II Ply Sheets Flintgtas Ply Sheet Type IV ASTM D2178 N/A IV Flintglas"' Premium Ply Sheet Type VI ASTM D2178 N/A VI Base/Ply Membranes (APP) Flintlastic® APP Base T ASTM D6509 N/A N/A Flintlastic® STA ASTM D6222 s I Flintlastic® STA Plus ASTM D6222 S I Cap Membranes (APPI - Flintlastic.' STA ASTM:D6222 S I Flintlastic@ 5TA Plus ASTM D6222 S 1 Flintlastic' GTA ASTM D6222 G I Flintlastic' GTA CoolStar— ASTIVI D6222 G I FlintlastiO GTA -FR ASTM D6222 G I Flintlastica'GTA-FR CoolStar" ASTM 06222 G I Base/Ply Membranes (SBS) Flintlastic SA PlyBase ASTM D1970 N/A N/A Black Diamon& Base Sheet ASTh4 D1970 N/A N/A Flintlastic' SA Mid Ply ASTM D6163 5 I Flintlastic` Ultra Glass 5A ASTM D6163 S I Flintlastic Base 20 ASTM D6163 S I Flintlastic Base 20 T ASTM 064.63 5 1 Flintlastic Ultra Poly SMS Base Sheet ASTM D6164 S I Cap Membranes (SBS) Flintlastic FR Dual Cap ASTM D6162 G I Flintlastic SA Cap FR ASTM D6163 G I Flintlastic` SA Cap FR"CoolStar" ASTM D6163 G I rlintlasttc Cap 30 ASTM DG163 G' I Flintlastic Cap 30 CoolStar" ASTM D6163 G I Flintlastic FR Cap 30 ASTM D6163 G i Flintlastic` FR Cap 30 CoolStar- ASTM -D6163 G I Flintlastic FR Cap 30 T ASTM D6163 G I Flintlastic FRCap30TCoolSta,'- ASTM D6163 G i Flintlastic SA Cap ASTM'D6164 G I Flintlastic- SA Cap CoolStar" ASTM D6164 G I Flintlastic FR -P ASTMsD6164 G I Flintlastic FR -P CoolStar" ASTM'D6164 G I Flintlastic GMS ASTIVI06164 6 I Flintlastic GMS'CoolStar- ASTM D6164 G 1 Flintlastic' GTS ASTM D6164 G' Flintlastic GTS CoolStarl- ASTM D6164 G II Flintiastic GTS -FR ASTM 06164 G I Flintlastic GTS -FR CoclStar- ASTM D6164 G Flintlastic Premium FR -P ASTM'D6164 G II Flintlastic Premium FR -P CoclStar" ASTM D6164 G: 11 Flintlastic Premium GMS ASTM'D6164 G II Flintlastic Premium GMS CoolStar" ASTM D6164 G II S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Niemi nen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in HVHZ jurisdictions. 5.3 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.4 for steel deck installations, foam plastic insulation shall be separated` from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. Exterior Research and Design, I.I.C. Evaluation Report 3520.03.04-1137 Certificate of Authorization #9503 FL2533-R16 Revision 17: 02/04/2016 Page 4 of 5 6. 7. 8. pQyJTRF..e.i \ 5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ.Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6. For recover installations, the existing roof shall be examined in accordance with FBC 1510. 5.7 For mechanically attached insulation or membrane or strip-bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design; professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section, 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 5.8 For fully-adhered insulation; the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems 5.9 For, mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in Lhe existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1: 5.10 For bonded insulation or membrane over existing substrates in a re-roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA--1 or TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting" project design pressures on its own merit to the satisfaction of the AH1, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or TAS 124. 5.12 Metal edge attachment (except gutters), shall be designed and; installed for wind loads in accordance with FBC Chapter 16 and testedfor resistance in accordance with ANSI/SPRI ES-1 or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609. S.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 61G20-3. INSTALLATION: 6.1 Flintlastic® Modified Bitumen roof systems shall be installed' in accordance with CertainTeed Corporation published installation instructions, subject to the Limitations / Conditions of Use herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing, pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY; UL, LLC. — QUA9625; (414),248-6409, karen.buchmann@us.ul.com THE S8 -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- Exterior EPORT- Exterior Research and Design, LLC. Evaluation Report 3520.03.04-1117 Certificate of Authorization #9303 FL2533-R16 Revision 17: 02/04/2016 Page 5 of 5 1F Wood New or Reroof (Tear -Off) F Non -insulated, Bonded Roof Cover r TRINITY ERD APPENDIX I,' ATTAcHME_NT REQUIREMENTS f..OR WIND UPLIFT RESISTANCE , 18-20 Table Deck Application Type Description 21-25 Page 1A Wood New or Reroof (Tear -Off) A,2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 3A 5-6 1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover Concrete 7 1C Wood, New, Reroof (Tear -Off) or Recover C Mech.,Attached Insulation, Bonded Roof Cover New or Reroof (Tear -Off) 8-9 D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech: Attached Base Sheet, Bonded Roof Cover A-1 10-12 IE -1 Wood New, Reroof (Tear -Off) E Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 13-15 P-1) W-1 - Naw Rornof (Taar-i7ff) or Rprnver E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover - - 41-44 16-17 1F Wood New or Reroof (Tear -Off) F Non -insulated, Bonded Roof Cover 17 2A Steel or Conc. New, Reroof (Tear -.Off) or Recover B Mech. Attached Base insulation, Bonded Top Insulation, Bonded Roof Cover 18-20 2'B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25 2C Steel or Cont. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech: Attached Base. Sheet, Bonded Roof Cover 26-28 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-36 38 Concrete New or Reroof (Tear -Off) A-3 Banded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded, Root Cover 37 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40 4C LWIC New, Reroof (Tear -Off) E Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41-44 a CWF New or Reroof 1Tear-Off) A-1 Bonded Insulation, Bonded Roof"Cover 45 5B CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 5D CWF New, Reroof (Tear -Off) E Non-tnsulated, Mech Attached Base Sheet, Bonded Roof Cover 47 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49 6B Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50 6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover' 50 6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech, Attached Base Sheet, Bonded Roof Cover 51 7A Various Recover A-1 Banded Insulation, Bonded Roof Cover 52-59 7B Various Recover F Non -Insulated, Bonded Roof Cover 58 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Y Wood' Decks OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 In-_Galvalume Steel Plate, 'Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" insulation Plates. Minimum 0.75 -inch plywood penetration or minimum 1 -inch wood plank embedment. Steel Deck: OMG 412 or #14 Roofgrip with Recessed or Flat Bottorn Plate (Accutrac), OMG 1112 Standard` or HD with CMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round Insulation Plate, I rufastOP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch steel penetration and engage the top flute of the steel deck. r Concrete Deck: OMG #14 Roofgrip with Recessed or flat Bottom Plate (Accutrac), OMG HD or CD -10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast' #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1 -inch embedment. Fasteners installed with a oilot hole in accordance with the fastener manufacturer's published installation instructions. Exterior Research and Design, LLC. d/b/a Trinity ERD Evaluation Report 3520:03.04-1117 for FL2533-111£ Certificate of Authorization #9503 Revision 17: 02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 1 of 58. TRINITf R 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based roof board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603,4.1 or 2603.8, when installed with the roof cover. 4. Minimum 200 psi, minimum 2 -inch lightweight insulating concrete may be substituted, for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWiC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. 5. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. Hot asphalt (HA)! Full coverage at 25-301bs/square r Ashland Pliodeck (A -PD); Continuous 0.75 inch wide ribbons, 12 -inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below. i Dow Insta-Stik (D -IS): Continuous 0.75 to 1 inch wide ribbons, 12 -inch o.c. Dow Spray=N-Grip (D -SG): Full coverage T Millennium One Step Foamable Adhesive (M'-OSFA): Continuous 0.25 to 0.5 -inch wide ribbons, 12 -inch o.c Y Millennium PG -1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75 -inch wide ribbons, 12 -inch o.c. OMG OlyBond 500 or OlyBond Green (OBS00)': Continuous 0.75 -inch wide rib' bons, 12 -inch o.c. (PaceCartor SpotShot) - y 3M CR -20: Continuous 2.5 to 3 -inch wide ribbons, 12 -inch o.c. (Note: TITESET may be used where CR -20 is referenced), r Note: When muttiple loyers(s)of:insulation and/or coverboard ore installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. i Note: The muxirnurn edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. in no case shall these values be used to ''increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board' listed below may used as a drop-in for the equivalent thicker material listed in the tablet Ashland Pliodeck (A -PD) @'12 -inch o.c. MDP -105.0 psf (Min. 1.0 -inch) Ashland Pliodeck (A -PD) @ 6 -inch o.c. MDP -277.5 psf (Min. 1.0 -inch) r Dow Insta-Stik (D -IS): MDF -120.0 psf (Min. 1.0 -inch) r Millennium One Step Foamable:Adhesive (M-OSFA): MDP -157.5 psf (Min. 1.0 -inch). r• Millennium PG -1 Pump Grade Adhesive (M -PGI): MDP -157.5 psf (.Min. 1.0 -inch) OMG OlyBond-500 (08500): MDP 45.0 psf (Min. 0.5 inch Multi -Max FA3)' 1 OMG Oly6ond 500 (08500):' MDP -1875 psf (Min. 0.5 -inch ISO 95+ GL) OMG OlyBond 500 (OBS00): MDP -315.0 psf (Min. 0.5 -inch ENRGY 3) OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5 -inch ACFoam II) 3M CR -20: MDP -117.5 psf (Min. 1.0 -inch) 7. Bonded polyisocyanurate insulation boards shall he maximum 4 x 4 ft. 8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX -1. Exterior Research and Design, LLC. d/b/a Trinityl ERD Evaluation Report 3520.03.04-R17 for FL2533-1316 Certificate of Authorization H9503 Revision 17: 02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 2 of 58 r`TR1N1TY ERD 11. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of'the AHJ, as documented through field uplift testingin accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA -1 or TAS 124. 12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 13. Unless otherwise noted, refer to the following references for bonded base;, ply or cap sheet applications. w -"- CEATAINTEED, FLINTlgSTIC MO_OIf1ED, BITUMEN Co _ . _ µINPONENTS $,APPLICATION' METNODS Reference Layer: Material Application BP. AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Base and "Ply sheets; Asphalt- Hot asphalt at 20-40 lbs/ square Applied)' Ply Fliittglas Ply Sheet Type IV; Fiintglas Premium Ply Sheet Type VI BP-AA2 Hot asphalt in 24 inch diameter spots in 30- Base, Spot -Asphalt - Applied) Base Yosemite Venting Base inch grid pattern BP-AA3' Hot asphalt in 9 inch diameter spots in grid Base, Spot -Asphalt - Applied) Base Yosemite' Venting Base pattern noted herein. BP•AA4 Hot asphalt in 9 -inch wide ribbons. spaced. Base, Strip -Asphalt - Applied) Base Yosemite Venting Base as noted herein. BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry 71903 Adhesive at 1.5 gal/ sgUare Millennium Hurricane Force Membrane BP-CA3 Base/Ply Glasbase; All Weather/Empire Base; Plexiglas Base; Flintlastic Base 20 Adhesive, beads spaced 6 -inch o. c. Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20, Flintlastic Poly SMS Base; Flintiastic Ultra Poly SMS Base SBS - AA SBS, Asphalt - Applied) Hot asphalt at 20-40 lbs/square Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap Cap; Flintlastic FR -P; Flintlastic FR -P Cool5tar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic :GMS, Flintlastic GMS CoolStar; Flintlastic • Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20 Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base FlintBond Brush or Karnak No. 81 Gold Note: Base ply cures overnight prior to application of the capply. SBS-CA1 Process Modified Bitumen Adhesive Brush Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStor, Flintlastic FR Dual Cap; Flintlastic FR P; Flintlastic FR -PCoolStar; SBS, Cold -Applied) Grade at 1 gal/ square Cap Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Flintlastic'Base; SMSBase SBS_ - 0132 SBS, Cold - Applied) Henry #903 Adhesive at 1.5 gal/square. intlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar; Flintlastic FRDualMiFlintlasticCap30,- Flintlastic Cap 30 CoolStar; FlS C Cap Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar, Flintlastic ' Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA3 Millennium Hurricane Force Membrane Flintlastic Cap 30; Flintlastic Cap 30 CoolStar, Flintlastic FR Cap 30; Flintlastic FR Cap 30 CooiStir; Flintlastic FRDualSBS, Cold -Applied) Adhesive, beads spaced 6 -inch o. c. Cap Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar, Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar, Flintlastic GMS; Flintlastic GMS CoolStar, Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar Exterior Research and Design, LLC. d/b/a TrinityERD Evaluation Report 3520,03.04-1117 for FL2533- 1116 Certificate of Authorization 49503 Revision 17: 02/04/ 2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 3 of ti. .. GERTAINTEED FLINTLASTICO MODIFIED BITUMEN COMPONENTS & APPLICATION METHODS (CONTINUED) Reference Layer Material Application Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Ply Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 TSBS -TA Torch -Applied FR Cap 30 T; Flintlastic FR Cap 30T CoolStar; Flintlastic GTS; Flintlastic GTS CoalStar, Flintlastic GTS -FR; SBS, Torch-Applied)Flintlastic Cap Flintlastic GTS -FR CoolStar; FlintClad Base Flintlastic APP Base T.; Flintlastic STA; Flintlastic STA PIus APP -TA APP, larch -Applied) Torch -Applied Cap FlintlasticSTA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GFA -,FR; Flintlastic GIA -FR CoolStar SBS -SA -H SBS, Self -Adhering, Hybrid Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering Systems) Base Flintlastic SA PiyBase; Flintlastic SA Mid Ply SBS -SA Self -AdheringPlyFlintlasticSAPiyBase; Flintlastic SA Mid Ply SBS, Self -Adhering) Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 14. Insulation is optional for Recover or Concrete Deck Applications using System Type D (Mechanically Attached Base Sheet, Bonded Roof Cover). 15. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a Trinity) ERD Evaluation Report 3520.03:041117 for FL2S33-R16 Certificate of Authorization #9503 Revision 17: 02/04/2016 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 4 of 58 TRINITY, ERD TABLE 1E-1: WOOD DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E. NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BLINDED ROOF COVER System Deck Base Sheet Roof Cover MDP (psf) Base Fasteners Attach Ply CapNo. See Note 1) Elf ADHERING SYSTEMS:`. W -48 Min. 15/32 -inch plywood at max Flintlastic SA NailBase Min. 1 -inch long, 12 ga. 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. in four, equally spaced, staggered center Optional) SBS - SBS -SA 52.5 24 -inch spans Simplex Metal Cap Nails SA rows 32 ga., 1 -5/8 -inch dia tin 8 -inch o.c. at min. 2 -inch tap and 8 -inch o.c. O SBS - Optional) ) W -49 Min. 19/32 -inch plywood at max. Flintlastic SA NailBase caps with 11 ga.. annular in three, equally spaced, staggered center SBS -SA S2.5 2 -inc sans 32 ga., 1 -5/8 -inch dia. tin 8 -inch o.c, at min. 2 -inch lap and 8 -inch o.c. O tlonalOptional) SBS - W-50 Min. 19/32 -inch plywood at max. Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SBS -SA 60.0 24 -inch spans ring shank nails rows W S.1 Min, 13/32 -inch plywood a-* max Flintlastic SA NailBase c ia. n caps with 11 ga. annular t n. -in lap an 6 -Inch o.c. in four, equally spaced, staggered center OOptlonal) SBS - Optional) SBS -SA 75.0 24 -inch spans ring shank nails rows SA 32 ga., 1 -518 -inch dia. tin 4 -inch o.c, at min. 2 -inch lap and 4 -inch o.c. Optional) SBS - W -52 Min. 19/32 -inch plywood at max SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SBS -SA 105.0 24 -inch spansFlintlastic ring spank nails rows SA HiiRkC k 7S:- SE -TR I Glasbase; Plexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin Min. 19/32 -inch exterior grade Base 20; All Weather / Empire with ga. annular 9 -inch o.c. at 4 -inch lap and 12 -inch c.c. in SBS -SA -H SBS -AA, SBS -TA 45.0W " plywood at max. 24 -inch spansI 'y p Base; Poi SMS Base; Ultra Polycaps ring shank nailsn two, equally spaced, staggered center rowsqypgg or APP -TA SMS Base Glasbase; Flexiglas; Flintlastic Min. 15/32 -inch plywood at max Base 20; All Weather/ Empire Min. 1 -inch long, 12 ga. 6 -inch o.c. at 3 -inch lap and 6 -inch o.c. in SBS -SA -H SBS -AA, SBS -TA 52.5W-54 24 -inch spans Base; Poly SMS Base; Ultra Poly Simplex Metal Cap Nails four, equally spaced, staggered center rows or APP -TA SMS Base Min. 19/32 -inch plywood at max Glasbase; Flexiglas; Flintiastic 32 ga, 1 -5/8 -inch dia. tin 8 -inch o.c. at 4 -inch lap and 8 -inch o.c. in 585 -AA, SBS -TA W-55 24 inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular three, equally acedstaggered center rowsqysp , gg SBS -SA -H or APP -TA 52.5 Poly SMS Base ring shank nails Min. 19/32 -inch plywood at max Glasbase; Flexiglas, Flintlastic 32 ga., 1 -5/8 -inch dia- tin 8 -inch at 4 -inch lap and 8 -inch in SBS-A, SBS TA W-56 24 -inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular ceo. nterthree, equally spaced, staggered center rowsequally SBS -SA -H or APP -TAorAPP 60.0 Poly SMS Base ring shank nails Min. 19/32 -inch plywood at max Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in SBS SBS -AA, SBS -TA 82.5W-57 24 -inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular four, equally spaced, staggered center rows SA -H or APP -TA Poly SMS Base ring shank nails Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE -59166 Evaluation Report 3520.03.04-R17 for FL2533-R16 Revision 17: 02/04/2016 Appendix 1, Page 13 of S8 a Ji SCIS Home Log Out User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Code Version 2014 FL# 11473.12 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL. Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications I FL# Type Manufacturer Validated gy Status FLA 1473-R3 Revision Simpson Strong -Tie Co. i Joseph A Reed, PE Approved I FL#: FL11473.12 ! 717 764 7700i .History { Model: MTSM16, MTSM20, HTSM16, HTSM20 Description: Twist Strap for Masonry j 1 ` Category: Structural Components Subcategory: Wood Connectors Approvred by DP,PR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 200I bi w Sjr r - Road Tall hassee to 32399 Phone: 850-187-1824 The State of Florida is an AA/EEO employe. Cgpyrght_200.7.2c _3.State _of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement DocuSign Envelope ID: 947BO4CE-AC5C-42A6-8F2E-AAE7CFFFD253 Jax Apex Technology, Inc. 47455 Sutton Pari: Court, Suite 402 Jacksonville, FL 32224 Evaluation reports are the opinion of the engineer who prepared the report, based on the findings, and in no way constitute or iunply approval by a local building authority. The engineer, in review of the data submitted, finds that, in his opinion, the product, material, system, or method of construction specifically identified in this report conforms with or is :1 suitable alternate to that specified in the Florida Building Code, SirRJECT TO THE LIMITATIONS IN THIS REPORT Jeffrey P. Arneson, an employee of Jax Apex Technology Inc. (Apex Technology), is the authorized evaluating engineer of this report. Apex Technology is the prime professional, as defined in Florida Rule 61G-30.002, authorized to sell the engineering services performed by Jeffrey P. Arneson, and is in no way acting, nor attempting to act, as an approved evaluation entity. Neither Jeffrey P. Arneson; nor any other employee of Apex Technology, has performed calculations or testing for the products listed in this report. This evaluation is based solely upon the review, under the direct supervision of Jeffrey P. Arneson, of testing and/or calculations submitted by the manufacturer. The capacities listed in this report are based on the limiting capacities as determined from the substantiating data. We reviewed the substantiating data to a degree that allowed us to determine whether or not the work performed is consistent with the intended use of the product, and that the methods used are in compliance with, or meet the intent of, the Florida Building Code. All test reports were prepared by an approved testing laboratory. REPORT NO.: SIM201501 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors SUBMITTED BY: SIMPSON STRONG -TIE COMPANY, INC. 5956 W. LAS POSITAS BOULEVARD PLEASANTON, CA 94588 1. CERTIFICATION OF INDEPENDENCE: Jeffrey P. Arneson, the Florida engineer who prepared this report, and Apex Technology have no financial interest in the manufacturing, sales, or distribution of the products included in this report. Jeffrey P. Arneson and Apex Technology comply with all criteria as stated in Florida Rule 61G-20. Page l of l> Simpson Strom— I ie DocuSign Envelope ID: 947BUCE-ACK 42A6-8F2E-AAE7CFFFD253 2. PRODUCT NAMES Truss to Wall Connectors MTSM16, MTSM20, HTSM16, HTSM20, HM9, HGAM10 Embedded Truss Anchors META12, META16, META18, META20, META22, META24, META40, HETA12, HETA16, HETA20, HETA24, HETA40, HETAL12, HETAL16, HETAL20, HHETA16, HHETA20, HHETA24, HHETA40, LTA2, DETAL20 Wood to Masonry Straps MSTAM24, MSTAM36, MSTCM40, MSTCM60 Girder Tiedowns LGT2, LGT3, LGT4, MGT, VGT, VGTL, VGTR, FGTR, FGTRHL, FGTRHR 3. SCOPE OF EVALUATION Load Evaluation as a Structural Component using the requirements of the 5t" Edition 2014) Florida Building Code, Building. 4. DESCRIPTION: 4.1 MTSM16 and MTSM20 Twist Straps for Wood to Masonry. The MTSM16 and MTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The MTSM fastens to the wood member with 10d common or 10d x 1'/2" nails, and fastens to the wall with either'./4x2'%" Titen Masonry Screws for a masonry wall, or 4x1/4" Titen Masonry Screws for a concrete wall. These connectors are manufactured from 16 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. 4.2 HTSM16 and HTSM20 Twist Straps for Wood to Masonry. The HTSM16 and HTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HTSM fastens to the wood member with 10d common or 10d x 1'/2" nails, and fastens to the wall with either'/4x2'/4" Titen Masonry Screws for a masonry wall, or'/4x 13/4" Titen Masonry Screws for a concrete wall. These connectors are manufactured from 14 gauge steel meeting ASTM A653 SS Grade 40. The galvanized coating complies with the G90 requirements of ASTM A653. Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. 4.3 HM9 Hurricane Tie. The HM9 is used to anchor wood trusses, rafters, or joists to masonry or concrete walls. The HM9 fastens to the wood member with Simpson %x1/' SDS screws (provided with the part), and fastens to the wall with either'/4x2'/4" Titen Masonry Screws for a masonry wall (provided with the part), or 1/4 x13/4" Titen Masonry Screws for a concrete wall (sold separately). The HM9 is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Hurricane tie fastened- schedule, dimensions and allowable loads are shown in Table 1. See Figure 2 for additional details of the HM9. 4.4 HGAM10 Hurricane Gusset Angle. The HGAM10 is used to anchor wood trusses, rafters, joists, or beams to masonry or concrete walls. The HGAM10 fastens to the wood member with Simpson 1/4 X 1'./" SDS screws. The HGAM10 fastens to a masonry wall with'/ 4x23/ 4" Titen Masonry Screws and to a concrete wall with'/ 4x13/ 4" Titen Masonry Screws. The HGAM10 is sold as a kit (HGAM10KTA) that includes 10 connectors with Page 2 of I Simpson Strong -lie DocuSign Envelope, ID: 947804CE-AC5C-42A6-8F2E-AAE7CFFFD253 the required SDS screws and 23/4" Titen Masonry Screws. 13/4" Titen Masonry Screws are sold separately. The HGAM10 is manufactured from 14 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Angle fastener schedule, dimensions and allowable loads are shown in Table 1. See Figure 3 for additional details of the HGAM10. 4.5 META, HETA, HETAL, and HHETA Embedded Truss Anchors. Embedded Truss Anchors are used to anchor a wood member (usually a truss) to a masonry or concrete wall. Embedded truss anchors fasten to a single -ply wood truss with 10dx1 / nails or to a multiple -ply truss with 16d common nails. They are embedded in the masonry or concrete wall to a depth indicated on the side of the anchor (4° for META, HETA, and HETAL, and 51/15" for HETAL). The strap portion of the anchor is VA" wide. The anchors are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, with the exception of the truss seat of the HETAL which is manufactured from steel meeting ASTM A653 SS Grade 33. Steel thickness is as specified in Table 2. The galvanized coating complies with the G90 requirements of ASTM A653. Embedded truss anchor fastener schedule, dimensions and allowable loads are shown in Table 2 for single installations and Table 3 for double installations. See Figures 4 and 6 for additional details of single and double embedded truss anchors. 4.6 LTA2 Lateral Truss Anchor. The LTA2 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The LTA2 fastens to the wood member with 10dx1'/2" common nails and has legs which are embedded into the wall system. The LTA2 is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 40. The galvanized coating complies with the G90 requirements of ASTM A653. Lateral truss anchor fastener schedule, dimensions and allowable loads are shown in Table 2. See Figure 5 for additional details of the LTA2. 4.7 DETAL20 Double Embedded Truss Anchor. The DETAL is a high capacity connector used to anchor single -ply wood trusses or rafters to masonry or concrete walls. The DETAL fastens to the wood members with 10dx1'/z" nails. They are embedded in the masonry or concrete wall to a depth of 4'/2 inches. The strap portion of the anchor is 11/8" wide. The strap anchors are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, and the truss seat is manufactured from steel meeting ASTM A653 SS Grade 33. The strap anchors are 16 ga. steel and the seat is 18 ga. steel. The galvanized coating complies with the G90 requirements of ASTM A653. Embedded truss anchor fastener schedule, dimensions and allowable loads are shown in Table 3. See Figure 6 for additional details of the DETAL. 4.8 MSTAM, and MSTCM Wood to Masonry Strap Tie. The MSTAM and MSTCM Strap Tie models are used to provide a tension connection between wood members and a masonry or concrete structure. The MSTAM Straps are 1'/4' wide for use on 1'h' and thicker members. They are installed with 10d common nails to the wood and either 4x2'/4" Titen Masonry Screws to masonry, or'/ 4x13/ 4" Titen Masonry Screws to concrete. The MSTCM Strap is Y wide for use on doubled 2 -by or single 4 -by and larger members. They are installed with 16d sinker nails to the wood and either °/4x2"/4" Titen Masonry Screws to masonry, or 1/4 x13/4" Titen Masonry Screws to concrete. The MSTCM Strap has countersunk nail slots for a lower nailing profile and coined edges for safer handling. The straps are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, of a thickness as specified in Table 4. The galvanized coating complies with the G90 requirements of ASTM A653. Masonry strap fastener schedule, dimensions and allowable loads are shown in Table 4. See Figure 7 for additional details of wood to masonry straps. Daae of 15 Simpson Stronc Tic DocuSign Envelope ID: 947BO4CE-AC5C-42A6-8F2E-AAE7CFFFD253 4.9 FGTR, FGTRHL, and FGTRHR Face Mount Girder Tie Down. The FGTR is a non - pitch specific girder tie down that can be used in new construction or retrofit applications to tie down a girder truss or beam to a concrete or masonry wall. The FGTR can be installed in a single application or can be doubled to achieve a higher uplift capacity. The FGTR fastens to the truss with Simpson Strong -Tie SDS'/4"x3" wood screws, and fastens to the masonry or concrete wall with Simpson Strong-Tie'/2" diameter Titen HD fasteners, which are supplied with the connector. The FGTRHL and FGTRHR are designed with the flat dimension of the strap at a 45 degree angle to the truss for anchorage of hip trusses. The FGTR straps are manufactured from 7 gauge ASTM A-1011 Grade 33 steel and the plates are made from 3 gauge ASTM A-1011 Grade 33 steel. They have a gray powder coat finish. Girder tie down fastener schedule, dimensions and allowable loads are shown in Table 5. See Figure 8 for additional details of face mount girder tie down connectors. 4.10 LGT2 Light Girder Tiedown. The LGT2 is used to anchor a two-ply wood truss or beam (3" wide) to a wood, concrete or masonry wall. The LGT2 fastens to the wood truss or beam with 16-16d sinker nails. It attaches to wood studs beneath with 14-16d sinker nails, to a masonry wall beneath with 7-'/4x2'/4" Titen Masonry Screws, or to a concrete wall beneath with 7-'/4x13/4" Titen Masonry Screws. The LGT2 is manufactured from 14 gauge steel meeting ASTM A-653 SS Grade 40. The galvanized coating complies with the G90 requirernents of ASTM A653. Allowable loads and fastener schedule are shown in Table 6. See Figure 9 for additional details. 4.11 LGT3-SDS2.5 TrusslGirder Tiedown: The LGT3-SDS2.5 is used to anchor a three- ply wood truss or beam (maximum 5" wide) to a wood, concrete or masonry wall. The LGT3-SDS2.5 fastens to the wood truss or beam with Simpson Strong -Tie SDS screws. It attaches to wood studs with 16d sinker nails or to a masonry or concrete wall with four 3/8 x 5 Titen HD Screws. The LGT3-SDS2.5 tiedown is manufactured from 12 gage ASTM A653 Grade 40 steel. The galvanized coating complies with the G90 requirements of ASTM A653. Allowable loads and fastener schedule are shown in Table 6. See Figure 10 for additional details. 4.12 LGT4-SDS3 Truss/Girder Tiedown: The LGT4-SDS3 girder tiedown is used to anchor a four -ply wood truss or beam (maximum 6'/z" wide) to a wood, concrete or masonry wall. The LGT4-SDS3 fastens to the wood truss or beam with Simpson Strong - Tie SDS screws. It attaches to wood studs with 16d sinker nails. The LGT4-SDS3 tiedown is manufactured from No. 12 gage (0.099 inch) ASTM A653 Structural Quality Grade 40 steel. The galvanized coating complies with the G90 requirements of ASTM A653. Allowable loads and fastener schedule are shown in Table 6. See Figure 10 for additional details. 4.13 MGT Medium Girder Tiedown. The MGT is used to anchor a multiple -ply wood truss or beam (3" minimum width) to a wood or masonry wall. The MGT fastens to the wood truss or beam with 22-10d common nails. A minimum of six nails must be into the face of the truss adjacent to the MGT. A minimum of four nails must be into the top of the truss. The base of the MGT attaches to a single diameter anchor bolt or rod. For masonry construction, this Sig" anchor must be designed by the building designer to provide at least as much anchorage as is required of the MGT. For wood frame construction, this %" anchor rTiay be a length of all thread rod that is attached to an anchor fastened to the studs beneath the girder. This anchor must provide at least as much anchorage as is required of the MGT. For example, a Simpson Strong -Tie HDU4 Holdown attached to multiple; studs below of at least Spruce -Pine -Fir lumber will provide anchorage equivalent to the ancher;age of the fvl F to the truss. The stud to which the anchor is attached must be anchored to the fOLICIdation in such a manner as to transfer this uplift to the foundation. The MGT is manufactured from 12 gauge steel meeting Page 4 of 15 Simpson Strang -I is DocuSign Envelope ID. 947604CE-AC5C-42A6-8F2E-AAE70FFFD253 ASTM A-653 SS Grade 40, coated with a G90 galvanized finish. The washer in the seat is %" plate steel that meets the provisions of ASTM A36 steel. Allowable loads and fastener schedule are shown in Table 6. See Figure 11 for additional details. 4.14 VGT, VGTL, and VGTR Variable Girder Tiedown. The VGT girder tiedown is used to anchor a multi -ply wood truss or beam (minimum 3" wide) to a wood or masonry wall. The VGT fastens to the wood truss or beam with Simpson Strong -Tie SDS Strong -- Drive Screws. It then fastens to a threaded rod or anchor bolt. The rod can be fastened to a connector mounted to framing below the girder or extend to and be anchored into the foundation. The anchor bolt can be anchored to a concrete or masonry wall that is designed by the building designer to resist the high concentrated uplift load at that location. The VGT can be installed singly or in pairs for higher- uplift resistance. The crescent washer allows the VGT to be installed at an angle from 3:12 to 8:12. If the VGT is installed on a member sloped less than or greater than that amount, the VGT must be rotated so that it is sloped between 3:12 and 8:12. The VGTR and VGTL have one of the side flanges concealed so they can be placed at the end of a truss or bearn. The VGT is manufactured from 7 gage ASTM A653 SS Grade 33 steel. The galvanized coating complies with the G90 requirements of ASTM A653. Allowable loads and fastener schedule are shown in Table 6. See Figure 12 for additional details. 5. MATERIALS 5.1 Steel. Steel specifications for each product listed in this evaluation report shall be as indicated in the previous section. 5.2 Wood. Wood members to which these connectors are fastened shall be solid sawn lumber, glued -laminated lumber, or structural composite lumber having dimensions consistent with the connector dimensions shown in Tablesl through 6. Unless otherwise noted, lumber shall be Southern Pine or Douglas Fir -Larch having a minimum specific gravity of 0.50. Where indicated by SPF, lumber shall be Spruce -Pine -Fir having a minimum specific gravity of 0.42. 5.3 Nails and Bolts. Unless noted otherwise, nails shall be common nails. Nails shall comp)y with ASTM F 1667 and shall have the minimum bending yield strengths Fyb: Common Nail __F!Nail Pennyweight(inch)Fyb Shank Diameter Psi) 10d 0.148 90.000 16d sinker 0.148 90,000 16d 0.162 90,000 Fasteners for galvanized connectors in pressure -preservative treated wood shall be hot - dipped zinc coated galvanized steel with coating weights in accordance with ASTM Al 53. Fasteners for stainless steel connectors shall be stainless steel. 5.4 Concrete/Masonry. Concrete and Masonry design specifications shall be the stricter of the specifications by the engineer of record, the Florida Building Code minimum standards, the following, or as noted in the report: Material Specification Minir-num Compressive Strength Concrete, f'„ 2500 psi Masonry, f,r, ASTM E447 1500 psi Masonry_Unit Mortar ASTM C901_900 ASTM C270 TyeS_ ssi 1800 Psi or by proportions Grout ASTM 0476 1 2000 psi (or by proportions) I1a2 e 5 of 1 5 Simpson Strong-*[ is DocuSign Envelope ID: 947604CE-AC5C-42A6-8F2E-AAE7CFFFD253 6. INSTALLATION Installation shall be in accordance with this report and the most recent edition of the Simpson Strong -Tie Wood Construction Connectors catalog. The Information in this report supersedes any conflicting information between information provided in this report and the catalogue. 7. SUBSTANTIATING DATA Test data submitted by Testing Engineers Inc. and Product Testing, Inc., and signed and sealed calculations performed by Bryan Wert, P.E., performed in accordance with the 5u" Edition (2014) Florida Building and Residential Building Codes. Product Test Number Test Lab MTSM H756 Testing Engineers, Inc. HTSM 1841 Testing Engineers, Inc. MTSM & HTSM F1 0555 Testing Engineers; Inc. MTSM & HTSM F2 0564 Testing Engineers, Inc. HM9 Uplift 02-3793 Product Testing, Inc. HM9 F1 Direction 02-3793 Product Testing, Inc. HM9 F2 Direction 02-3793 Product Testing, Inc. HGAM10 Uplift L007 Product Testing, Inc. HGAM10 F1 Direction H046 Testing Engineers, Inc. HGAM10 F2 in to part H141 Testing Engineers, Inc. HGAM10 F2 away from part L018 Product Testing, Inc. META Uplift one part L008 Product Testing, Inc. META Uplift 2 parts 1 ply, 2 ply CMU; 2 ply conc. L011, L020, P670 Product Testing, Inc. META F1 1 ply; 2 ply N218, L012 Testing Engineers, Inc., Product Testing, Inc. META F2 1 ; 2 ply L019, L021 Product Testing, Inc. HETA Uplift L013 Product Testing, Inc. HETA F1 N218 Product Testing, Inc HETA F2 L019 Product Testing, Inc. HHETA Uplift K996 Product Testing, Inc. HHETA F1 N218 Testing Engineers, Inc. HHETA F2 L019 Product Testing, Inc. HETAL Uplift L013 Product Testing, Inc. HETAL F1 D793 Testing Engineers, Inc. HETAL F2 D844 Testing Engineers, Inc. DETAL Uplift 0797 Testing Engineers, Inc. DETAL F1 0795, 0799 Testing Engineers, Inc. DETAL F2 0796, 0798 Testing Engineers, Inc. LTA2 Uplift DF Truss Perp P966 Testing Engineers, Inc. LTA2 F1DF Truss Perp P967 Testing Engineers, Inc. LTA2 F2 DF Truss Perp P968 Testing Engineers, Inc. LTA2 Uplift Steel Truss Parallel 0018 Testing Engineers, Inc. LTA2 F1 DF Truss Parallel Q019 Testing Engineers, Inc. LTA2 F2 DF Truss Parallel Q020 Testing Engineers, Inc. LTA2 Uplift SYP Truss Perp Q856 Testing Engineers, Inc. MSTAM24 Uplift L004 Product Testing, Inc. MSTAM36 Uplift L004 Product Testing, Inc. MSTCM40 Uplift N471 Product Testing, Inc. Page 6 of' 15 Simpson Strong -Tic. DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 Product Test Number Test Lab MSTCM60 Uplift N471 Testing Engineers, Inc. FGTR Uplift 1 art; Uplift 2 parts K930, K931 Product Testing, Inc. FGTRHL/R Uplift K932 Product Testing, Inc. LGT2 Uplift wood wall; wall H429; 1839 Testing Engineers, Inc. masonry LGT2 F1; F2 both wood to wood L921; L922 Testing Engineers, Inc. LGT3 Uplift wood wall-, masonry wall L431; L918_ Testing Engineers, Inc. LGT3 F1; F2 (both wood to wood) L233; L234 Testing Engineers, Inc. LGT4 Uplift wood wall, masonry wall 0113; 0587 Testing Engineers; Inc. LGT4 F1; F2 (both wood to wood) 0393-10394 Testing Engineers, Inc. MGT Uplift straps straight; Uplift straps wrapped over L870; 1134 Testing Engineers, Inc. VGT Uplift 3:12 itch; 8:12 pitch M950; M985 Testing Engineers, Inc. VGT-2 parts/2ply Uplift 3:12; 8:12 N074, N075 Testing Engineers, Inc. VGT-2 parts/3l Uplift 3:12; 8:12 N142; N149 Testing Engineers, Inc. VGTL/R Uplift 3:12; 8:12 M988; M989 TestingEngineers, Inc. VGTL/R-2 arts Uplift 3:12; 8:12 M990; M991 ( Testing Engineers, Inc. 8. FINDINGS Upon review of the data submitted by Simpson Strong -Tie, it is my opinion that the models as described in this report conform with or are a suitable alternative to the standards and sections in the Florida Building Code, Building, and the Florida Building Code, Residential code editions listed in section 10 of this report, subject to the limitations below. Maximum allowable loads shall not exceed the allowable loads listed in this report. 9. LIMITATIONS: 1. Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable loads listed in this report are based on allowable stress design. The loads in this report are not applicable to Load and Resistance Factor Design. 2. Capacity of wood members is not covered by this report. Capacity of wood members must be checked by the building designer. 3. Allowable loads for more than one direction for a single connection cannot be added together. A design load that can be divided into components in the directions given must be evaluated as follows: Design Uplift/Allowable Uplift + Design Lateral Parallel to Plate/Allowable Lateral Parallel to Plate + Design Lateral Perp. to Plate/Allowable Lateral Perp. to Plate < 1.0 4. As and alternate to Note 3, the embedded truss anchors in Table 2 and Table 3 can be evaluated using the following when subject to loads in more than one direction: The design load in each direction shall not exceed the published allowable load in that direction multiplied by 0.75. 10. CODE REFERENCES Florida Building Code, Building, 5 Edition Section 104.11 Alternative materials, design, and methods of construction and equipment Chapter 1711.1 Joist hangers ,and connectors Chapter 21 Mam,onry Chapter 22 s tee Chapter 23 ttliood Daae 7 of 15 Simpson Strong fie. Do: uSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 Florida Building Code, Residential, 5" Edition R101.2.1 Scope R4407 HVHZ Masonry R4408 HVHZ Steel R4409 HVHZ Wood 11. ALLOWABLE LOADS: The tables that follow reference the allowable loads for the aforementioned products. Notes: 1. Loads include a 60% load duration increase on the fastener capacity for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. HM9 allowable F1 load shall be 670 lbs, and allowable F2 load shall be 200 lbs. 3. HGAM10 allowable F1 load shall be 1005 lbs (DFL/SYP) & 870 lbs (SPF), and allowable F2 load shall be 1105 lbs DFL/SYP) & 950 lbs (SPF). 4. Allowable loads for the HGAM10 are for one connector. A minimum rafter thickness of 2 i" must be used when framing anchors are installed on each side of the joist or truss. 5. F1 = 120lbs and F2 = 90lbs lateral loads apply for the MTSM and HTSM twist straps when the wall side Titen screws are install into the first four hexagonal holes from the bend line and on the truss/rafter the first seven nail holes near the bend line are filled. Any other fasteners required can be installed in any open hole. Moisture barrier not shown f Figure 1 Figure 2 Figure 3 Typical MTSMM/HTSM Application Typical HM9 Installation Typical HGAM10 Installation Page 8 of 15 Simpson Strong -1 is TABLE 1 ALLOWABLE LOADS AND FASTENERS FOR TRUSS TO MASONRY OR CONCRETE WALL CONNECTORS Allowable Uplift Loads Model Length Fasteners 160 No.: Ga in.) CMU Concrete Truss/Rafter Titen Titen DF/SP SPF MTSM16 16 16 7-10d 4-''/4x21/4 4-'/4x13/4 875 755 MTSM20 16 20 7-10d 4-'/4x2'/4 4-'/4x1%4 875 755 HTSM16 14 16 8-10d 1 4-'/4x2''/4 1 4-'/4x13/4 1 1175 1 1010 HTSM20 14 20 10-10d 4-'4x2'/4 4-'/ 4x13/ 4 1175 1010 HM92 18 4-SDS'/4X1'/2 5-'/4x2'/4 5-'/4x1;/4 805 805 HGAM103b 14 4-SDS'/4X1% 4-'/4x2'/4 4-%4x1 %4 850 610 Notes: 1. Loads include a 60% load duration increase on the fastener capacity for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. HM9 allowable F1 load shall be 670 lbs, and allowable F2 load shall be 200 lbs. 3. HGAM10 allowable F1 load shall be 1005 lbs (DFL/SYP) & 870 lbs (SPF), and allowable F2 load shall be 1105 lbs DFL/SYP) & 950 lbs (SPF). 4. Allowable loads for the HGAM10 are for one connector. A minimum rafter thickness of 2 i" must be used when framing anchors are installed on each side of the joist or truss. 5. F1 = 120lbs and F2 = 90lbs lateral loads apply for the MTSM and HTSM twist straps when the wall side Titen screws are install into the first four hexagonal holes from the bend line and on the truss/rafter the first seven nail holes near the bend line are filled. Any other fasteners required can be installed in any open hole. Moisture barrier not shown f Figure 1 Figure 2 Figure 3 Typical MTSMM/HTSM Application Typical HM9 Installation Typical HGAM10 Installation Page 8 of 15 Simpson Strong -1 is DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 TABLE 2 ALLOWABLE LOADS AND FASTENERS Model No. Ga Uplift (Southern Pine) Lateral Loads (SP) H 1 Ply Truss 2 or 3 Ply Truss FI Fz parallel (perpendicular Fasteners 2 Load Fasteners Load to twat to vnlq META12 18 8 7-10dx1%2 1420 6-16d 1450 340 795 META16 12 8-10dx1% 1450 6-16d 1450 340 795 META18 14 8-10dx1'/ 1450 6-16d 1450 340 795 META20 7-10dx1'/-.. 1420 5-16d 1210 340 795 16 8-10dx11/2 1450 6-16d 1450 340 795 META22 18 8-10dx1 % 1450 6-16d 1450 340 795 META24 20 8-10dx1:'z 1450 6-16d 1450 340 795 META40 36 8-10dx1%2 1450 6-16d 1450 340 795 HETA12 16 8 7-10dx1'/ 1455 7-16d 1730 340 795 HETA16 12 9-10dx1'/ 1810 8-16d 1810 340 795 HETA20 8-10dx1'/ 1665 7-16d 1730 340 995 16 9-10dx1 1/2 1810 8-16d 1810 340 795 HETA24 20 9-10dx1'/ 1810 8-16d 1810 340 795 H ETA40 36 9-10dx 1 % 1810 8-16d 1810 340 795 HHETA16 14 12 11-10dxV/2 2235 9-16d 2235 3406 815 HHETA20 9-10dx1'/ 1935 8-16d 2030 340 815 16 11-10dx1Yz 2235 9-16d 2235 340 815 HHETA24 20 11-10dx1%2 2235 9-16d 2235 340' 815 HHETA40 36 11-10dx1%2 2235 9-16d 2235 340 815 HETAL12 16 7 10-10dx1%2 1040 10-16d 1235 415 1100 HETAL16 11 14-10dx1'/ 1810 13-16d 1810 415 1100 HETAL20 15 14-10dx1'/z 1810 13-16d 1810 415 1100 LTA2 Perpendicular to mall instal lation 18 10-10dx 1'/ 14257 10-10dx1% 14257 415 875 LTA2 Parallel towaI1 installation 18 10-10dxl'/ 1390 10-10dx1% 1390' 950 220 Notes - 1 . otes: 1. Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. No further increases are permitted. Reduce loads where other loads govern. 2. For the META, HETA, and HHETA, the lowest 4 nail holes must have nails installed in them. 3. Five nails must be installed into the truss seat of the HETAL 4. Parallel -to -plate load towards face of HETAL is 1975 lbs. 5. Minimum f, is 2,000 psi, minimum Fm is 1500 psi. 5. It is acceptable to use a reduced number of fasteners in a product provided that there is a reduction in load capacity. The load per nail can be approximated by dividing the allowable load by the number of fasteners. This concept applies to all member sizes. There should be a minimum of 4 nails installed in the strap. Lateral loads do not apply when fewer than 7 fasteners are used with the HETA and HHETA anchors or less than 6-16d or 7-10dx1'/" fasteners are used with the META anchor. 7. The HHETA allowable F1 load can be increased to 435 pounds if the strap is wrapped over the truss and a minimum of 12 nails are installed. 3. LTA2 allowable uplift on DF is 1210 lbs. for both perpendicular and parallel to wall installation. Typ it Instarr rl .-, Figure 4 META/HETAIHHETA Typical Installation 1'aqge 9 of 15 r j` ry I S6i, ri4r) I rv:k• " L?A: Par,+IIAI 10 1'1n11 Iasta;alirsn Figure 5 t.ityris for LTA2 Installation Sinip-son Strom;- i ic. DocuSign Envelope ID: 947B04CE-AC5C-42A6-SF2E-AA.E7CFFFD253 Notes: 1 . Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. No further increases are permitted. Reduce loads where other loads govern. 2. Minimum f', is 2;500 psi. Minimum f'm is 1,500 psi. 3. Install with spoons facing outward and spaced no more than 1/8" wider than the truss width. 4. Install half of the required number of fasteners in each strap, except for the DETAL20. For DETAL20, install six nails in each strap and six nails in the truss seat. 5. Lateral loads for META, HETA, and HHETA anchors apply only to 2- or 3 -ply applications with anchors spaced a minimum of 3" apart. For single ply applications use lateral loads in Table 2 DETAIL lateral load apply to single -ply application. 6. Noted F, lateral loads for the DETAL20 in masonry may cause an additional 1/32" deflection beyond the standard 1/8" limit. 05 F On Typical installation with two METAS Figure 6 DETAIL and Double METAI[iETAIHHETA Application Page 10 ol:15 Simpson Strom -Tic. TABLE 3 ALLOWABLE LOADS AND FASTENERSFOR DOUBLE EMBEDDED TRUSS ANCHORS 1 Ply Truss (SP) 2 or 3 Ply Truss (SP) Fasteners Uplift Load F1 parallel to wall) F- perp. to wall) Fasteners Uplift Load F1 parallel to wall) F- perp. to wall) Model No. Qty. Application CMU 18-10dx1"/z 2480 20006 1370 DETAL20 1 N/A Concrete 18-10dx1'/z 2480 2000 1 1505 CMU 10-10dx1'/2 1985 14-16d 1900 1285 1160 META 2 Concrete 10-10d x1 %2 1985 14-16d 2575 1285 1160 Refer to Table 2`5HETA2 CMU 10-10dx1'/2 2035 12-16d 2500 1350 1520 Concrete 10-10d xl "/z 2035 12-16d 2700 1350 1520 CMU 10-10dx1'/z 2035 12-16d 2500 1350 1520 HHETA 2 Concrete 10-10dx1'/z 2035 14-16d 3365 1 1350 1520 Notes: 1 . Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. No further increases are permitted. Reduce loads where other loads govern. 2. Minimum f', is 2;500 psi. Minimum f'm is 1,500 psi. 3. Install with spoons facing outward and spaced no more than 1/8" wider than the truss width. 4. Install half of the required number of fasteners in each strap, except for the DETAL20. For DETAL20, install six nails in each strap and six nails in the truss seat. 5. Lateral loads for META, HETA, and HHETA anchors apply only to 2- or 3 -ply applications with anchors spaced a minimum of 3" apart. For single ply applications use lateral loads in Table 2 DETAIL lateral load apply to single -ply application. 6. Noted F, lateral loads for the DETAL20 in masonry may cause an additional 1/32" deflection beyond the standard 1/8" limit. 05 F On Typical installation with two METAS Figure 6 DETAIL and Double METAI[iETAIHHETA Application Page 10 ol:15 Simpson Strom -Tic. DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 TABLE 4 MASONRY STRAPS ALLOWABLE LOADS, FASTENERS AND DIMENSIONS Dimensions Simpson Strong -Tie s Tension Load Model Ga Inches Titen Screws Nails SPFNo.DF/SP W L CMU' Concrete 160) (160) MSTAM24 18 1'/4 24 5-'/4x2'/4 5-'/,x13/4 9-10d 1250' 1250' MSTAM36 16 1'/4 36 8'/4x2Y4 8-'/4x1'/4 13-10d 1870 1870 MSTCM40 16 3 40% 14-'/4x2'/4 14-'/4x1"',14 26-16d Sinker 4220 4220 MSTCM60 16 3 59'/2 14-'/4x2'/4 1 14-'/4x1',/, 26-16d Sinker 4220 1 4220 Notes: 1. Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. No further increases are permitted. Reduce loads where other loads govern. 2. Minimum edge distance is 1 i" for Titen Masonry Screws, 3. Minimum f',,, = 1500 psi and minimum f, = 2500 psi. 4., Products shall be installed such that the Titen screws are not exposed to moisture. 5. MSTAM24 allowable loads when fastened to reinforced concrete are 1500 lbs (DF/SP) and 1460 lbs (SPF). 6. Tension load is uplift load when strap is oriented vertically. 2' Ty. MSTRA39 ?A5TCM40 IW Typical MSTAM36 Installation. Figure 7 MSTAM/MSTCM Typical Dimensions and Installation Typical MSTCM60 Installation Page I I of] 5 Simpson Strong -Tic. DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 TABLE 5 FGTR SERIES ALLOWABLE LOADS AND FASTENERS Fasteners Allowable Model No. Qty. To Block and Uplift load CTo Truss DF/SP Concrete Wali 1'60) FGTR 1 2-Titen HD 1/2x5" 18-SDS1/4x3 5000" 2 4-Titen HD 1/2-5" 36-SDS1/4x3 9400 FGTRHL/R 1 2-Titen HD 1/2x5" 18-SDS1/4x3 3850 Notes 1. Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. No further increases are permitted. Reduce loads where other loads govern. 2. Products shall be attached to grouted and reinforced CMU walls or reinforced concrete walls that are designed to transfer the uplift loads to the foundation. 3. Minimum edge distance for the Titen HD is 4" 4. Titen HD's should be spaced in every other hole on the part 5. Attached members must be designed to resist the applied loads 6. FGTR used for corner applications shall be limited to 4685 lbs allowable FGTR Two FGTRs Figure 8 FGTR/FGTRHL/FGTRHR Typical installation FGTRHLTOPVIEW Page 12 o1' 15 Simpson Strong- Iie Docu5ign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 TABLE 6 ALLOWABLE LOADS FOR GIRDER CONNECTORS Allowable Uplift Allowable Fasteners Lateral Loads' Loads (160) No. of 160 Model No. Qty. Wood F1 F2 Plies Girder Studs or CMU Concrete DF1SP SPF DFISP DFISP Franning. LGT2 (Wood) 1 2 16-16d 14-16d 2050 1785 7001 1701 Sinker Sinkers LGT2 (Masonry) 1 2 16-16d 7-'/4x2'/4 7-'/°x13/° 2150 1850 7001 I 170° Sinker Titen Screw Titen Screw LGT3-SDS2.5 1 3 12- 21-16d 3685 2655 795 410 Wood) SDS'/4x2'/ Sinkers LGT3-SDS2.5 1 3 12- 4 - %"x5" 4 - %`xY 3285 2365 Mason SDS'/4x2'/ Titen HD Titen HD LGT4-SDS3 30-16d 1 4 16-SUS'/4x3 4060 2925 20005 675' Wood Sinkers LGT4-SDS3 1 4 16-SDS'/4x3 4 - le x5 4 %"x5' 3285 2365 Mason Titen HD Titen HD MGT 1 2(min) 22-10d 1-%" anchor 3965 3330 Wood or Masonry) 1 2(min) 16-SDS'/4x3 1-%8" anchor 4940 3555 VGT 2(min) 32-SDS'/4x3 2-%" anchors 7185 5175 Wood or Masonry) 2 3(min) 32-SDS'/4x3 2-%e" anchors 8890 6400 VGTL or VGTR 1 2(min) 16-SDS'/4x3 1-%" anchor 2230 1605 Wood or Masonry) 2 2(min) 32-SDS/4x3 2-1/8" anchors 5545 3990 Notes: 1 . Loads include an increase of 60% for wind loading where permitted by the code for fasteners in wood. No further increases are permitted. Reduce loads where other loads govern. 2. Attached members must be designed to resist applied loads. 3. For MGT and VGT application to wood framed wall, provide equivalent anchorage to wood framing to provide resistance to applied load on the MGT or VGT. Provide continuous load path to the foundation. For MGT or VGT application to masonry/concrete wall, provide 5/8" anchor designed by building designer to provide resistance to applied load on the MGT or VGT. Provide continuous load path to foundation. 4. LGT2 lateral loads require installation of optional 4-16d sinkers in triangle fastener holes into top plates. 5. LGT4 lateral loads require installation of optional 7-16d sinkers in triangle fastener holes into top plates. to Moisture barrier - not shown Figure 9 Typical LGT2 Application Page 13 of 15 Simpson Strong -Tie isonry DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 Figure 10 Typical LGT3 and L-GT4;Application TYPIvel UGTH single InSIIIIanan w'stti PDI Figure 12 Typical VGTIVGTR Application TWI mat VGT QoOle I43tetlAMI WRN HDU4's Page 14 of 15 Simpson Strong -1 is DocuSign Envelope ID: 947BO4CE-AC5C-42A6-8F2E-AAE7CFFFD253 12. IDENTIFICATION Each connector covered by this report shall be stamped with the manufacturer's name and/or trademark and the product name. AR,I i EN •.S . UoruSi(neri by. No 58544 , t 2rut4ow 75614D825E54 2... STATE OF 4u /29/2015 C) qtr G Jax Q'154tgel hnology, Inc. Jeffrey P. Arneson, P.E. P.E. No. 58544 April 20, 2015 Page 15 of 15 Simpson Strong Tic DocuSign Envelope ID: 947B04CE-AC5C-4226-8F2E-AAE7CFFFD253 Jax Apex "Technology, Inc. 4745 Sutton Park Court, Suite 402 Jacksonville, FI: 32224 Evaluation reports are the opinion of the engineer ii ho prepared the report, based on the findings, and in no way constitute or unply approval by a local building authority. The engineer, in review of the data submitted, finds that, in his opinion, the product, material, system, or method of construction specifically identified in this report conforms -,vith or is a suitable alternate to that specified in the Florida Building Code, SUBJECT 'TO THE LIMITATIONS IN THIS REPORT Jeffrey P. Arneson, an employee of Jax Apex Technology, Inc. (Apex Technology), is the authorized evaluating engineer of this report. Apex Technology is the prime professional, as defined in Florida Rule 61G-30.002, authorized to sell the engineering services performed by Jeffrey P. Arneson, and is in no way acting, nor attempting to act, as an approved evaluation entity. Neither Jeffrey P. Arneson, nor any other employee of Apex Technology, has performed calculations or testing for the products listed in this report. This evaluation is based solely upon the review, under the direct supervision of Jeffrey P. Arneson, of testing and/or calculations submitted by the manufacturer. The capacities listed in this report are based on the limiting capacities as determined from the substantiating data. We reviewed the substantiating data to a degree that allowed us to determine whether or not the work performed is consistent with the intended use of the product, and that the methods used are in compliance with, or meet the intent of, the Florida Building Code. All test reports were prepared by an approved testing laboratory. REPORT NO.: SIM201501 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors SUBMITTED BY: SIMPSON STRONG -TIE COMPANY, INC. 5956 W. LAS POSITAS BOULEVARD PLEASANTON, CA 94588 1. CERTIFICATION OF INDEPENDENCE: Jeffrey P. Arneson, the Florida engineer who prepared this report, and Apex Technology have no financial interest in the manufacturing, sales, or distribution of the products included in this report. Jeffrey P. Arneson and Apex Technology comply with all criteria as stated in Florida Rule 61 G-20. Page I of 15 Simpson Stron- Tic. DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 2. PRODUCT NAMES Truss to Wall Connectors MTSM16, MTSM20, HTSM16, HTSM20, HM9, HGAM10 Embedded Truss Anchors META12, META16, META18, META20, META22, META24. META40, HETA12, HETA16, HETA20, HETA24, HETA40, HETAL12, HETAL16, HETAL20, HHETA16, HHETA20, HHETA24, HHETA40, LTA2, DETAL20 Wood to Masonry Straps MSTAM24, MSTAM36, MSTCM40, MSTCM60 Girder Tiedowns LGT2, LGT3, LGT4, MGT, VGT, VGTL, VGTR, FGTR, FGTRHL, FGTRHR 3. SCOPE OF EVALUATION Load Evaluation as a Structural Component using the requirements of the 5t" Edition 2094) Florida Building Code, Building. 4. DESCRIPTION: 4.1 MTSM16 and MTSM20 Twist Straps for Wood to Masonry. The MTSM16 and MTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The MTSM fastens to the wood member with 10d common or 10d x 1'/2" nails, and fastens to the wall with either'/4x2'/4' Titen Masonry Screws for a masonry wall, or 4x13/ 4" Titen Masonry Screws for a concrete wall. These connectors are manufactured from 16 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. 4.2 HTSM16 and HTSM20 Twist Straps for Wood to Masonry. The HTSM16 and HTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HTSM fastens to the wood mernber with 10d common or 10d x 1'/z" nails, and fastens to the wall with either'/4x2'/4" Titen Masonry Screws for a masonry wall, or'/4x 13/4" Titen Masonry Screws for a concrete wall. These connectors are manufactured from 14 gauge steel meeting ASTM A653 SS Grade 40. The galvanized coating complies with the G90 requirements of ASTM A653. Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. 4.3 HM9 Hurricane Tie. The HM9 is used to anchor wood trusses, rafters, or joists to masonry or concrete walls. The HM9 fastens to the wood member with Simpson'/4x1 V2" SDS screws (provided with the part), and fastens to the wall with either'/4x2'/4" Titen Masonry Screws for a masonry wall (provided with the part), or 1/4 x13/4" Titen Masonry Screws for a concrete wall (sold separately). The HM9 is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Hurricane tie fastener schedule, dimensions and allowable loads are shown in Table 1. See Figure 2 for additional details of the HM9. 4.4 HGAM10 Hurricane Gusset Angle. The HGAM10 is used to anchor wood trusses, rafters, joists, or beams to masonry or concrete walls. The HGAM10 fastens to the wood member with Simpson '/ X 1'/2" SDS screws. The HGAM10 fastens to a masonry wall with '/ 4x23/ 4° Titen Masonry Screws and to a concrete wall with '/ 4x13/ 4" Titen Masonry Screws. The HGAM10 is sold as a kit (HGAM10KTA) that includes 10 connectors with Page 2 of 15 Simpson Strong -Tic DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 the required SDS screws and 23/4" Titen Masonry Screws. 13/4" Titen Masonry Screws are sold separately. The HGAM10 is manufactured from 14 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Angle fastener schedule, dimensions and allowable loads are shown in Table 1. See Figure 3 for additional details of the HGAM10. 4.5 META, HETA, HETAL, and HHETA Embedded Truss Anchors. Embedded Truss Anchors are used to anchor a wood member (usually a truss) to a masonry or concrete wall. Embedded truss anchors fasten to a single -ply wood truss with 10dx1'/1 nails or to a multiple -ply truss with 16d common nails. They are embedded in the masonry or concrete wall to a depth indicated on the side of the anchor (4° for META, HETA, and HETAL, and 51/16" for HETAL). The strap portion of the anchor is 1',48" wide. The anchors are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, with the exception of the truss seat of the HETAL which is manufactured from steel meeting ASTM A653 SS Grade 33. Steel thickness is as specified in Table 2. The galvanized coating complies with the G90 requirements of ASTM A653. Embedded truss anchor fastener schedule, dimensions and allowable loads are shown in Table 2 for single installations and Table 3 for double installations. See Figures 4 and 6 for additional details of single and double embedded truss anchors. 4.6 LTA2 Lateral Truss Anchor. The LTA2 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The LTA2 fastens to the wood member with 10dx11/2" common nails and has legs which are embedded into the wall system. The LTA2 is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 40. The galvanized coating complies with the G90 requirements of ASTM A653. Lateral truss anchor fastener schedule, dimensions and allowable loads are shown in Table 2. See Figure 5 for additional details of the LTA2. 4.7 DETAL20 Double Embedded Truss Anchor. The DETAL is a high capacity connector used to anchor single -ply wood trusses or rafters to masonry or concrete walls. The DETAL fastens to the wood members with 10dx1'/z" nails. They are embedded in the masonry or concrete wall to a depth of 4'/2 inches. The strap portion of the anchor is 1'/K" wide. The strap anchors are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, and the truss seat is manufactured from steel meeting ASTM A653 SS Grade 33. The strap anchors are 16 ga. steel and the seat is 18 ga. steel. The galvanized coating complies with the G90 requirements of ASTM A653. Embedded truss anchor fastener schedule, dimensions and allowable loads are shown in Table 3. See Figure 6 for additional details of the DETAL. 4.8 MSTAM, and MSTCM Wood to Masonry Strap Tie. The MSTAM and MSTCM Strap Tie models are used to provide a tension connection between wood members and a masonry or concrete structure. The MSTAM Straps are 1'/4" wide for use on 1'/2" and thicker members. They are installed with 10d common nails to the wood and either 4x2'/4" Titen Masonry Screws to masonry, or'/4x13/4" Titen Masonry Screws to concrete. The MSTCM Strap is 3" wide for use on doubled 2 -by or single 4 -by and larger members. They are installed with 16d sinker nails to the wood and either'/4x2'/4" Titen Masonry Screws to masonry, or'/4x13/' Titen Masonry Screws to concrete. The MSTCM Strap has countersunk nail slots for a lower nailing profile and coined edges for safer handling. The straps are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, of a thickness as specified in Table 4. The galvanized coating complies with the G90 requirements of ASTM A653. Masonry strap fastener schedule, dimensions and allowable loads are shown in Table 4. See Figure 7 for additional details of wood to masonry straps. Daae I of' 15 Simpson Strong- I. is DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFF0253 4.9 FGTR, FGTRHL, and FGTRHR Face Mount Girder Tie Down. The FGTR is a non - pitch specific girder tie down that can be used in new construction or retrofit applications to tie down a girder truss or beam to a concrete or masonry wall. The FGTR can be installed in a single application or can be doubled to achieve a higher uplift capacity. The FGTR fastens to the truss with Simpson Strong -Tie SDS'/"x3" wood screws, and fastens to the masonry or concrete wall with Simpson Strong-Tie'/z" diameter Titen HD fasteners, which are supplied with the connector. The FGTRHL and FGTRHR are designed with the flat dimension of the strap at a 45 degree angle to the truss for anchorage of hip trusses. The FGTR straps are manufactured from 7 gauge ASTM A-1011 Grade 33 steel and the plates are made from 3 gauge ASTM A-1011 Grade 33 steel. They have a gray powder coat finish. Girder tie down fastener schedule, dimensions and allowable loads are shown in Table 5. See Figure 8 for additional details of face mount girder tie down connectors. 4.10 LGT2 Light Girder Tiedown. The LGT2 is used to anchor a two-ply wood truss or beam (3" wide) to a wood, concrete or masonry wall. The LGT2 fastens to the wood truss or beam with 16-16d sinker nails. It attaches to wood studs beneath with 14-16d sinker nails, to a masonry wall beneath with 7-'/4x2'/4" Titen Masonry Screws, or to a concrete wall beneath with 7-'/x13/4" Titen Masonry Screws. The LGT2 is manufactured from 14 gauge steel meeting. ASTM A-653 SS Grade 40. The galvanized coating complies with the G90 requirements of ASTM A653. Allowable loads and fastener schedule are shown in Table 6. See Figure 9 for additional details. 4.11 LGT3-SDS2.5 TrusslGirder Tiedown: The LGT3-SDS2.5 is used to anchor a three- ply wood truss or beam (maximum 5" wide) to a wood, concrete or masonry wall. The LGT3-SDS2.5 fastens to the wood truss or beam with Simpson Strong -Tie SDS screws. It attaches to wood studs with 16d sinker nails or to a masonry or concrete wall with four 3/8 x 5 Titen HD Screws. The LGT3-SDS2.5 tiedown is manufactured from 12 gage ASTM A653 Grade 40 steel. The galvanized coating complies with the G90 requirements of ASTM A653. Allowable loads and fastener schedule are shown in Table 6. See Figure 10 for additional details. 4.12 LGT4-SDS3 Truss/Girder Tiedown: The LGT4-SDS3 girder tiedown is used to anchor a four -ply wood truss or beam (maximum 6'/2" wide) to a wood, concrete or masonry wall. The LGT4-SDS3 fastens to the wood truss or beam with Simpson Strong - Tie SDS screws. It attaches to wood studs with 16d sinker nails. The LGT4-SDS3 tiedown is manufactured from No. 12 gage (0.099 inch) ASTM A653 Structural Quality Grade 40 steel. The galvanized coating complies with the G90 requirements of ASTM A653. Allowable loads and fastener schedule are shown in Table 6. See Figure 10 for additional details. 4.13 MGT Medium Girder Tiedown. The MGT is used to anchor a multiple -ply wood truss or beam (3" minimum width) to a wood or masonry wall. The MGT fastens to the wood truss or beam with 22-10d common nails. A minimum of six nails must be into the face of the truss adjacent to the MGT. A minimum of four nails must be into the top of the truss. The base of the MGT attaches to a single %" diameter anchor bolt or rod. For masonry construction, this 5/8" anchor must be designed by the building designer to provide at least as much anchorage as is required of the MGT. For wood frame construction, this %s" anchor may be a length of all thread rod that is attached to an anchor fastened to the studs beneath the girder. This anchor must provide at least as much anchorage as is required of the MGT. For example, a Simpson Strong -Tie HDU4 Holdown attached to multiple studs below of at least Spruce -Pine -Fir lumber will provide anchorage equivalent to the anchorage of the MGT to the truss. The stud to which the anchor is attached must be anchored to the foundation in such a manner as to transfer this uplift to the foundation. The MGT is rnanufactured from 12 gauge steel meeting Page 4 of 15 Simpson Strong -Tic. DocuSign Envelope ID: 947604CE-AC5C-42A6-8F2E-AAE7CFFFD253 ASTM A-653 SS Grade 40, coated with a G90 galvanized finish. The washer in the seat is %8" plate steel that meets the provisions of ASTM A36 steel. Allowable loads and fastener schedule are shown in Table 6. See Figure 11 for additional details. 4.14 VGT, VGTL, and VGTR Variable Girder Tiedown. The VGT girder tiedown is used to anchor a multi -ply wood truss or beam (minimum 3" wide) to a wood or masonry wall. The VGT fastens to the wood truss or beam with Simpson Strong -Tie SDS Strong - Drive Screws. It then fastens to a threaded rod or anchor bolt. The rod can be fastened to a connector mounted to framing below the girder or extend to and be anchored into the foundation. The anchor bolt can be anchored to a concrete or masonry wall that is designed by the building designer to resist the high concentrated uplift load at that location. The VGT can be installed singly or in pairs for higher uplift resistance. The crescent washer allows the VGT to be installed at an angle from 3:12 to 8:12. If the VGT is installed on a member sloped less than or greater than that amount, the VGT must be rotated so that it is sloped between 3:12 and 8:12. The VGTR and VGTL have one of the side flanges concealed so they can be placed at the end of a truss or beam. The VGT is manufactured from 7 gage ASTM A653 SS Grade 33 steel. The galvanized coating complies with the G90 requirements of ASTM A653. Allowable loads and fastener schedule are shown in Table 6. See Figure 12 for additional details. 5. MATERIALS 5.1 Steel. Steel specifications for each product listed in this evaluation report shall be as indicated in the previous section. 5.2 Wood. Wood members to which these connectors are fastened shall be solid sawn lumber, glued -laminated lumber, or structural composite lumber having dimensions consistent with the connector dimensions shown in Tables1 through 6. Unless otherwise noted, lumber shall be Southern Pine or Douglas Fir -Larch having a minimum specific gravity of 0.50. Where indicated by SPF, lumber shall be Spruce -Pine -Fir having a minimum specific gravity of 0.42. 5.3 Nails and Bolts. Unless noted otherwise, nails shall be common nails. Nails shall comp)y with ASTM F 1667 and shall have the minimum bending yield strengths Fy,b: Common Nail Pennyweight(inch)Fyo Nail Shank Diameter psi) 10d 0.148 90,000 16d sinker 0.148 90,000 16d 0.162 90,000 Fasteners for galvanized connectors in pressure -preservative treated wood shall be hot - dipped zinc coated galvanized steel with coating weights in accordance with ASTM Al 53. Fasteners for stainless steel connectors shall be stainless steel. 5.4 Concrete/Masonry. Concrete and Masonry design specifications shall be the stricter of the specifications by the engineer of record. the Florida Building Code minimum standards, the following, or as noted in the report: Material Specification Minimum Compressive Strength Concrete, f, 2500 psi Masonry, fm ASTM E447 1500 psi Masonry Unit ASTM C90 1900 psi Mortar ASTM C270 Type S 1800 psi or by proportions) Grout ASTM C476 2000 psi or by proportions) Page 5 of 15 Simpson Strong -Tic DoajSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 6. INSTALLATION Installation shall be in accordance with this report and the most recent edition of the Simpson Strong -Tie Wood Construction Connectors catalog. The Information in this report supersedes any conflicting information between information provided in this report and the catalogue. 7. SUBSTANTIATING DATA Test data submitted by Testing Engineers Inc. and Product Testing, Inc., and signed and sealed calculations performed by Bryan Wert, P.E., performed in accordance with the 5th Edition (2014) Florida Building and Residential Building Codes. Product Test Number Test Lab_ MTSM H756 Testing Engineers, Inc. HTSM 1841 Testing Engineers, Inc. MTSM & HTSM F1 0555 Testing Engineers, Inc. MTSM & HTSM F2 0564 Testing Engineers, Inc. HM9 Uplift 02-3793 Product Testing, Inc. HM9 F1 Direction 02-3793 Product Testing, Inc. HM9 F2 Direction 02-3793 Product Testing, Inc. HGAM10 Uplift L007 Product Testing, Inc. HGAM10 F1 Direction H046 Testing Engineers, Inc. HGAM10 F2 in to part H141 Testinq Engineers, Inc. HGAM10 F2 away from part L018 Product Testing, Inc. META Uplift one part L008 Product Testing, Inc. META Uplift 2 parts 1 ply; 2 ply CMU; 2 ply cone. L011, L020, P670 Product Testing, Inc. META F1 1 ply; 2 ply N218, L012 Testing Engineers, Inc.; Product Testing, Inc. META F2 1 ply; 2 ply L019, L021 Product Testing, Inc. HETA Uplift L013 Product Testing, Inc. HETA F1 N218 Product Testing, Inc. HETA F2 L019 Product Testing. Inc. HHETA Uplift K996 Product Testing, Inc. HHETA F1 N218 Testing Engineers, Inc. HHETA F2 L019 Product Testing, Inc. HETAL Uplift L013 Product Testing, Inc. HETAL F1 D793 Testinq Engineers, Inc. HETAL F2 D844 Testin Engineers, Inc. DETAL Uplift 0797 Testinq Engineers, Inc. DETAL F1 0795, 0799 Testing Engineers, Inc. DETAL F2 0796, 0798 Testing Engineers, Inc. LTA2 Uplift DF Truss Perp P966 Testing Engineers, Inc. LTA2 F1DF Truss Perp P967 Testing Engineers, Inc. LTA2 F2 DF Truss Perp P968 Testing Engineers, Inc. LTA2 Uplift Steel Truss Parallel Q018 Testing Engineers, Inc. LTA2 F1 DF Truss Parallel Q019 Testing Engineers, Inc. LTA2 F2 DF Truss Parallel Q020 Testing Engineers, Inc. LTA2 Uplift SYP Truss Perp Q856 Testing Engineers, Inc. MSTAM24 Uplift L004 Product Testing, Inc. MSTAM36 Uplift L004 Product Testing, Inc. MSTCM40 Uplift N471 Product Testing, Inc. Page 6 of 15 Simpson Strong-7.'ic DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAF7CFFFD253 Product Test Number Test Lab MSTCM60 Uplift N471 Testing Engineers, Inc. FGTR Uplift 1 art; Uplift 2 parts K930, K931 Product Testing, Inc. FGTRHL/R Uplift K932 Product Testing, Inc. LGT2 Uplift wood wall, masonry wall H429; 1839 Testing Engineers, Inc. LGT2 F1; F2 both wood to wood L921, 1_922 Testing Engineers. Inc. LGT3 Uplift wood wall, masonry wall 1_431; L918 Testing Engineers, Inc. LGT3 F1; F2 (both wood to wood) 1_233; L234 Testing Engineers, Inc LGT4 Uplift wood wall, masonry wall 0113, 0587 Testing Engineers, Inc. LGT4 F1; F2 (both wood to wood) 0393; 0394 Testing Engineers, Inc. MGT Uplift straps straight, Uplift straps wrapped over L870; 1134 Testing Engineers, Inc. VGT Uplift 3:12 itch; 8:12 pitch M950; M985 Testing Engineers, Inc. VGT-2 parts/2plyparts/2lUplift 3:12; 8:12 N074; N075 TestingEngineers, Inc. VGT-2 parts/3l Uplift 3:12; 8:12 N142; N149 Testing Engineers, Inc. VGTL/R Uplift 3:12; 8:12 M988; M989 TestingEngineers, Inc. UVGTL/R-2 arts lift 3:12; 8:12 M990; M991 Testing Engineers, Inc. 8. FINDINGS Upon review of the data submitted by Simpson Strong -Tie, it is my opinion that the models as described in this report conform with or are a suitable alternative to the standards and sections in the Florida Building Code, Building, and the Florida Building Code, Residential code editions listed in section 10 of this report, subject to the limitations below. Maximum allowable loads shall not exceed the allowable loads listed in this report. 9. LIMITATIONS: Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable loads listed in this report are based on allowable stress design. The loads in this report are not applicable to Load and Resistance Factor Design. Capacity of wood members is not covered by this report. Capacity of wood members must be checked by the building designer. Allowable loads for more than one direction for a single connection cannot be added together. A design load that can be divided into components in the directions given must be evaluated as follows: Design Uplift/Allowable Uplift + Design Lateral Parallel to Plate/Allowable Lateral Parallel to Plate + Design Lateral Perp. to Plate/Allowable Lateral Perp. to Plate < 1.0 As and alternate to Note 3, the embedded truss anchors in Table 2 and Table 3 can be evaluated using the following when subject to loads in more than one direction: The design load in each direction shall not exceed the published allowable load in that direction multiplied by 0.75. 10. CODE REFERENCES Florida Building Code, Building, 5t" Edition Section 104.11 Alternative materials, design, and methods of construction and equipment Chapter 1711.1 Joist hangers and connectors Chapter 21 Masonry Chapter 22 Steel Chapter 23 Wood Page 7 of'] 5 Simpson Strong -Tic. DocuSign Envelope ID: 947604CE-AC5C-42A6-8F2E-AAE7CFFFD253 Florida Building Code, Residential, 51h Edition R101.2.1 Scope R4407 HVHZ Masonry R4408 HVHZ Steel R4409 HVHZ Wood 11. ALLOWABLE LOADS: The tables that follow reference the allowable loads for the aforementioned products. Notes: 1. Loads include a 60% load duration increase on the fastener capacity for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. HM9 allowable F1 load shall be 670 lbs, and allowable F2 load shall be 200 lbs. 3. HGAM10 allowable F1 load shall be 1005 lbs (DFL/SYP) & 870 lbs (SPF), and allowable F2 load shall be 1105 lbs DFL/SYP) & 950 lbs (SPF). 4. Allowable loads for the HGAM10 are for one connector. A minimum rafter thickness of 2 %" must be used when framing anchors are installed on each side of the joist or truss. 5. F1 = 120lbs and F2 = 90lbs lateral loads apply for the MTSM and HTSM brnst straps when the wall side Titen screws are install into the first four hexagonal holes from the bend line and on the truss/rafter the first seven nail holes near the bend line are filled. Any other fasteners required can be installed in any open hole. Moisture barrier not shown Figure 1 Typical MTSMM/HTSM Application Daae 8 of' 15 W9 I R Figure 2 Typical HM9 Installation HGAM10 F F i Figure 3 Typical HGAM10 Installation Simpson Strong -1 is TABLE 1 ALLOWABLE LOADS AND FASTENERS FOR TRUSS TO MASONRY OR CONCRETE WALL CONNECTORS Fasteners Allowable Uplift Loads Model Ga Length 160 Truss/Rafter CMU Concrete DF/SP SPF No. (in.) Titer) Titen MTSM16 16 16 7-10d 4-'/4x2'/4 4'/4x13/4 875 755 MTSM20 16 20 7-10d 4-'/4x2'/4 4-'/4x1 /4 875 755 HTSM16 14 16 8-10d 4-'/4x2'/4 1 4-'/4x13/4 1175 1010 HTSM20 14 20 10-10d 4-'/4x2'/4 4-'/4x1% 1175 1010 HM92 18 4-SDS'/4X1'/2 5-'/4x2'14 5-'/4x13/4 805 805 HGAM1036 14 4-SDS'/4X1'/2 4-1/,x2'/4 4-'/4x1 % 850 610 Notes: 1. Loads include a 60% load duration increase on the fastener capacity for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. HM9 allowable F1 load shall be 670 lbs, and allowable F2 load shall be 200 lbs. 3. HGAM10 allowable F1 load shall be 1005 lbs (DFL/SYP) & 870 lbs (SPF), and allowable F2 load shall be 1105 lbs DFL/SYP) & 950 lbs (SPF). 4. Allowable loads for the HGAM10 are for one connector. A minimum rafter thickness of 2 %" must be used when framing anchors are installed on each side of the joist or truss. 5. F1 = 120lbs and F2 = 90lbs lateral loads apply for the MTSM and HTSM brnst straps when the wall side Titen screws are install into the first four hexagonal holes from the bend line and on the truss/rafter the first seven nail holes near the bend line are filled. Any other fasteners required can be installed in any open hole. Moisture barrier not shown Figure 1 Typical MTSMM/HTSM Application Daae 8 of' 15 W9 I R Figure 2 Typical HM9 Installation HGAM10 F F i Figure 3 Typical HGAM10 Installation Simpson Strong -1 is DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 TABLE 2 ALLOWABLE LOADS AND FASTENERS Model No. Ga Uplift (Southern Pine) Lateral Loads (SP) H 1 Ply Truss 2 ora Ply Truss FI F_• parallel (perpendicular Fasteners Load Fasteners Load to wale to vnu) META12 18 8 7-10dxl % 1420 6-16d 1450 340 795 META16 12 8-10dx1'/z 1450 6-16d 1450 340 795 META18 14 8-10dx1'/ 1450 6-16d 1450 340 795 META20 16 7-10dx1'/ 1420 5-16d 1210 340 795 8-10dx1%2 1450 6-16d 1450 340 795 META22 18 8-10dx1'/ 1450 6-16d 1450 340 795 META24 20 8-10dx 1 %2 1450 6-16d 1450 340 795 META40 36 8-10dx11/2 1450 6-16d 1450 340 795 HETA12 16 8 7-10dx1'/ 1455 7-16d 1730 340 795 HETA16 12 9-10dx1'/2 1810 8-16d 1810 340 795 HETA20 16 8-10dx1 Y 1665 7-16d 1730 340 795 9-10dx11/2 1810 8-16d 1810 340 795 HETA24 20 9-10dx1% 1810 8-16d 1810 340 795 HETA40 36 9-10dx1'/. 1810 8-16d 1810 340 795 HHETA16 14 12 11-10dx1% 2235 9-16d 2235 3406 815 HHETA20 9-10dx11z 1935 8-16d 2030 340 815 16 11-10dx1% 2235 9-16d 2235 340 815 HHETA24 20 11-10dx1%2 2235 9-16d 2235 3405 815 HHETA40 36 11-10dx1'/z 2235 9-16d 2235 340 815 HETAL12 16 7 10-10dx1%2 1040 10-16d 1235 415 1100 HETAL16 11 14-10dx1'% 1810 13-16d 1810 415 1100 HETAL20 r 15 14-10dx1% 1810 13-16d 1810 415 1100 LTA2 Perpendicular to wall installation 18 10-10dx1% 14257 10-10dx11/ 14252 415 875 LTA2 Parallel to wall installation 18 10-10dx1% 1390 10-10dx1'/ 1390 950 220 Notes: 1. Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. No further increases are permitted. Reduce loads where other loads govern. 2. For the META, HETA, and HHETA, the lowest 4 nail holes must have nails installed in them. 3. Five nails must be installed into the truss seat of the HETAL 4. Parallel -to -plate load towards face of HETAL is 1975 lbs. 5. Minimum f', is 2,000 psi, minimum f'n, is 1500 psi. 6. It is acceptable to use a reduced number of fasteners in a product provided that there is a reduction in load capacity. The load per nail can be approximated by dividing the allowable load by the number of fasteners. This concept applies to all member sizes. There should be a minimum of 4 nails installed in the strap. Lateral loads do not apply when fewer than 7 fasteners are used with the HETA and HHETA anchors or less than 6-16d or 7-10dxl%" fasteners are used with the META anchor. 7. The HH ETA allowable F1 load can be increased to 435 pounds if the strap is wrapped over the truss and a minimum of 12 nails are installed. 8. LTA2 allowable uplift on DF is 1210 lbs. for both perpendicular and parallel to wall installation. Typical META Installed with TSS Figure 4 META/HETA/HHETA Tvpical Installation I 0412 ParpenAlzulur m waq Instapaticn i yvr 15 Nn1::% 15c e rwxres•ra CO2 Parallel !a Nall Inslai:alira Figure 5 Options for LTA2 Installation Page 9 of 1 Simpson Strung-4ic DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 TABLE 3 ALLOWABLE LOADS AND FASTENERSFOR DOUBLE EMBEDDED TRUSS ANCHORS 1 Ply Truss (SP) 2 or 3 Ply Truss (SP) Fasteners Uplift Load F1 parallel to wall) F= perp. to wall) Fasteners Uplift Load Fr parallel to wall) F2 perp. to wall) Model No. Qty: Application . CMU 18-10dx1'/z 2480 2.0006 1370 DETAL20 1 N/A Concrete 18-10dx1 2480 2000 1505 CMU 10-10dX1'/2 1985 14-16d 1900 1285 1160 META 2 Concrete 10-10dX1 1985 14-16d 2575 1285 1160 CMU 10-10dx1'/2 2035 12-16d 2500 1350 1520 HETA 2 Refer to Table 2' Concrete 10-10dx1 2035 12-16d 2700 1350 1520 CMU 10-10dx1% 2035 12-16d 2500 1350 1520 HHETA 2 Concrete 10-10dx1'/2 2035 14-16d 1 3365 1 1350 1 1520 Notes: 1 . Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. No further increases are permitted. Reduce loads where other loads govern. 2. Minimum f, is 2;500 psi. Minimum f',,, is 1,500 psi. 3. Install with spoons facing outward and spaced no more than 1/8" wider than the truss width. 4. Install half of the required number of fasteners in each strap, except for the DETAL20. For DETAL20, install six nails in each strap and six nails in the truss seat. 5. Lateral loads for META, HETA, and Hl1ETA anchors apply only to 2- or 3 -ply applications with anchors spaced a minimum of 3" apart. For single ply applications use lateral loads in Table 2. DETAL lateral load apply to single -ply application. 6. Noted Fi lateral loads for the DETAL20 in masonry may cause an additional 1/32" deflection beyond the standard 1/8" limit. 05F rn t Typical Installation with two METAs w Figure 6 DETAL and Double META/HETA/HHETA Application Paige 10 of 1 5 Simpson Strong -Tic. DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 TABLE 4 MASONRY STRAPS ALLOWABLE LOADS, FASTENERS AND DIMENSIONS Dimensions Simpson Strong -Tie s Tension Load Model Ga inches Tlten Screws Nails DF/SP SPFNo. W L CMU Concrete 160) (160 MSTAM24 18 1'/4 24 5-'/,x2'/4 5-'/,X13/ 9-10d 1250' 1250' MSTAM36 16 1'/4 36 8-'/4x2'/4 8-'/4X13/4 13-10d 1870 1870 MSTCM40 16 3 40% 14-'/4x2'/4 14-'/4x1'/4 26-16d Sinker 4220 4220 MSTCM60 16 3 59'/2 14-'/4x2'/4 I 14-'/4x13/. 26-16d Sinker 1 4220 1 4220 Notes: 1 . Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. No further increases are permitted. Reduce loads where other loads govern. 2. Minimum edge distance is 1'G" for Titen Masonry Screws. 3. Minimum f',, = 1500 psi and minimum f', = 2500 psi. 4. Products shall be installed such that the Titen screws are not exposed to moisture. 5. MSTAM24 allowable loads when fastened to reinforced concrete are 1500 lbs (DF/SP) and 1460 lbs (SPF). 6. Tension load is uplift load when strap is oriented vertically. Ty: USMM36 PASIM0 Typical MSTAM36 Installalion. Figure 7 MSTAM/MSTCM Typical Dimensions and Installation Typical MSTCM60 Installation Page I I of '15 Simpson Strong -Ticis DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 TABLE 5 FGTR SERIES ALLOWABLE LOADS AND FASTENERS Fasteners Allowable Uplift Load Moder No. Qty. To Block and To Truss DF/SP Concrete Wall 160) 1 2-Titen HD 1/2x5" 18-SDS1/4x3 5000" FGTR 2 4-Titen HD 1/2-5" 36-SDS1/4x3 9400 FGTRHL/R 1 2-Titen HD 1/2x5" I 18-SDS1/4x3 3850 Notes 1 . Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. No further increases are permitted. Reduce loads where other loads govern. 2. Products shall be attached to grouted and reinforced CMU walls or reinforced concrete walls that are designed to transfer the uplift loads to the foundation. 3. Minimum edge distance for the Titen HD is 4" 4. Titen HD's should be spaced in every other hole on the part 5. Attached members rnust be designed to resist the applied loads 6. FGTR used for corner applications shall be limited to 4685 lbs allowable 1 i 1 FGTR Page 12 of 15 Two FGTRs Figure 8 FGTR/FGTRHL/FGTRHR Typical Installation FGTRHL FGTRHLTOPVIEW Simps'on Strong-1ic. DocuSign Envelope ID: 947B04CE-AC5G-42A6-8F2E-AAE7CFFFD253 TABLE 6 ALLOWABLE LOADS FOR GIRDER CONNECTORS Allowable Uplift Allowable Fasteners. Loads (160) Lateral Model No. Qty. No. of WoodPlies Girder Studs or CMU Concrete DF1SP SPF F1 F2 Framing DFlSP DF/SP LGT2 (Wood) 1 2 16-16d 14-16d 2050 1785 7004 1704 Sinker Sinkers LGT2 (Masonry) 1 2 16-16d 7-'/4x2'/4 7 '/4X1 %4 2150 1850 7004 1704 Sinker Titen Screw Titen Screw LGT3-SDS2.5 1 3 12- 21-16d Wood SDS'/4x2'/ Sinkers 3685 2655 795 410 LGT3-SD32.5 1 3 12- 4 - VxY 4 - %`x5" Mason SDS'/4x2% Titen HD Titen HD 3285 2365 LGT4-SDS3 30-16d 1 1 4 16-SDS'/4x3 4060 2925 2000' 6755 Wood Sinkers LGT4-SDS3 4 - %"x5" 4 '/e x5 1 4 16-SDS'/4x3 3285 2365 Mason Titen HD I Titen HD MGT Wood or Masonry) 1 2(min) 22-10d 1-%` anchor 3965 3330 1 2(min) 16-SDS'/4x3 1-V anchor 4940 3555 VGT Wood or Masonry) 2 2(min) 32-SDS'/4x3 2-V anchors 7185 5175 3{min) 32-SDS'/4x3 2-V anchors 8890 6400 VGTL or VGTR 1 1 2(min) 16-SDS'/4x3 1-%" anchor 2230 1605 Wood or Masonry) 2 2(min) 32-SDS'/4x3 2-%" anchors 5545 3990 Notes: 1 . Loads include an increase of 60% for wind loading where permitted by the code for fasteners in wood. No further increases are permitted. Reduce loads where other loads govern. 2. Attached members must be designed to resist applied loads. 3. For MGT and VGT application to wood framed wall, provide equivalent anchorage to wood framing to provide resistance to applied load on the MGT or VGT. Provide continuous load path to the foundation. For MGT or VGT application to mason rylconcrete wall, provide V anchor designed by building designer to provide resistance to applied load on the MGT or VGT. Provide continuous load path to foundation. 4. LGT2 lateral loads require installation of optional 4-16d sinkers in triangle fastener holes into top plates. 5. . LGT4 lateral loads require installation of optional 7-16d sinkers in triangle fastener holes into top plates. Page 13 of 15 Ito Moisture t - barrier not shown t `` t v T Figure 9 Typical LGT2 Application LGT2 Application to Masonry LIZ, . f` Simpson Strong -Tie. DocLiSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 Iq Figure 10 Typical L.GT3 and LGT4 Application traA is rawmh tX 5TDtj f?x sli" fiv! r.N'.k lypical WT Instiallatm with HDU4 Figure 11 Typical MGT Application Paae 14 ol"I 5 ImW* wdmm 01. 4-1Wmflfh-u* 14P in 49 16II37 Appliutiom to Mamnry Typical VGTR singia Inmilation with HDU4 Figure 12 Typical VGTfVGTR Application Typical VGT DoOle Installation with HDU43 Simpson Strong -Tic DocuSign Envelope ID: 947B04CE-AC5C-42A6-8F2E-AAE7CFFFD253 12. IDENTIFICATION Each connector covered by this report shall be stamped with the manufacturer's name and/or trademark and the product name. A R a•' Fe,......,YF Da:usipnetl by. No 58544 *'* P. cdow 79514DB2EEB432... X77'. STATE of 4u x/29/2015 OR I S/O N AI. Jax A*lxiTtet hnology, Inc. Jeffrey P. Arneson, P.E. P.E. No. 58544 April 20, 2015 Page 15 oi' 15 Simpson Strong -Tic. j BCIS Home Loy Out User Registration ;, Hot Topic ; Submit Surcharge Stats & Facts Fonda Product Approval p r USER: dominic fiocco p s g Product Approval Menu > Product or Appliration Search > Application List Search Criteria Refine Search Code Version 2014 FL# 158.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications IFL#;Type Manufacturer Validated BV ;Status FL158-RS 1 Revision CAST -CRETE USA, Inc. I Miami -Dade BCCO - VAL Approved x History i FL#: FL158.1 (786) 315-2590 1 j Model: High Strength Concrete Lintels Description: 4, 6, 8, and 12 inch wide lintels Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Apprgved by t76PR. Approvals by DI3PR shall be reviewed and ratified by the POC and/or the Commission, if necessary. Contact_US :: 2.6.Ql._B1a%r.5fol e.._Rp,nc3r._.'hllgi as ee_FL 3.2.399 Phn_ne:_._8_50-4_HZ_-1£321, The State of Florida is an AA/EEO employer. Copyright 2007-201.3 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement M IAM 11-DMIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SN 26 Street, Room 208 BOARD AND CODE ADMIMSTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) )nv v.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder 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 AI -1J). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Iri 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 detennined 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 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 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. 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 revises NOA # 13-0321.07 and consists of this page 1, evidence submitted pages E-1, E-2 and E-3 as wel I as approval document mentioned above. The.submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 14-0903.03 MIAMI oAOE COUNTY ° i f'r Expiration Date: 09/11/2018 Approval Date: 10/09/2014 a p. c Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing Aro. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated Alarch 24, 2003 and Drawing No, LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets I through 3 01'3, prepared Craig Parrino, P. E., dated March 24, 2003, last revision 41 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report on flexural testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Alodels, total of (13) concrete lintel specimens, per ASTHE-529-9d, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P. E. 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 41, 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 remised on Alay 1, 2002. 2. Cast -Crete Quality, System Manual far Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmving Ara. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated dlarch 24, 2003 and Drmring 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 Alarch 24, 2003, last revision dated March 11, 2008, B. TESTS 1. Notre, C. CALCULATIONS 1. None. D, QUALITY ASSURANCE 1. By Aliami-Dade County Building Code Compliance Qg'tce. E. MATERIAL CERTIFICATIONS None. / r Hehny A. Ma{car, Y.E., AIS, Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2011 E-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 I of 1, prepared by Craig Parrino, P.E., dated rtfarch 24, 2003 and Drawing No. LT4612, titled "Cast -Crete d ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of'3, prepared by Craig Parrino, P. E., dated 1lorch 24, 2003, Inst revision dated March 11, 2008, all signed and sealed by Craig Parrillo, P.E., oil arch 22, 2012. B. TES'T'S 1. None. C. CALCULATIONS 1. alone. D. QUALITY ASSURANCE 1. By X11ami-Dade County Department of Permilting, Fnvironment, and Regulatory. fans. E. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Letter front Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P, E., certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. Alone. B. TES'T'S 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By Miami -Dade Corney Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Wbil-y A. Mahar, P, E., 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. Draining No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P. E., dated A'larch 24, 2003 and Drawing Alo. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Sofe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated kJarch 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., ori August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 081191201.1, pages 14.201 through 11.236, prepared by Craig Parrino, P.E., signed and sealed 41, Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By R4iami-Dade Cotrrrh, Department of Regulator), and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-ont Cast -Crete USA, Inc., dated August 19, 2014, .signed and sealed 1>3' Craig Parrino, P.E., certfi)ing compliance with the Florida Building Code, 2014 Edition. 1 I Hel akar, PX, M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-3 i T® HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS LIHM TYPE "B" TYPE "A"_$TIRI R" a 12" PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL 3 5/8' S 5/8- 11 5/8" 11 5/r I I 1 t/ 1 8 4 1 3/47 /16" 6 1/4' 1 /161 3/4• V3/8 1 1 2 TYIC 'A' <_TIRRDPS 3. •• " ' F— TOP 3TEOP[rz: u D M AG xN[WIED 7/32'P RaMA BAR )/s:•J u! sFwwPc >/3SY K BMM9xv, PUPB)/7/32' BMGMMRS 10"'B• SNRRHPS 1/4 3 1/8" 1 f 716B 3 4' STIRRUP DETAILS 4" SOLS 6" PREC 12" PRECAST w/ 2•GESF,$_ U -LINTEL 12" PREC AS n-11NTEL 4" SOLID LINTEL NOTES: DATA TABLE LINTEL "IlTfBRCINC LENGTH LENGTH GRADE BO ASTM .15 2. CONCRETE STRENGTHS: 1'D 6000 PGI FOR ALL 6 INCH AND 12 INCH 121 {3REBAR 3'-5' 4•_0• BERA ON 6 AND 12 INC. BNTELE ARCR STRIPPING FRON 2 / REOAR 1 4 -5 3 REBAR 5'-9 6•_ 2 3 REBAR 6'-6' e • CEN O °e RED A 7 -5' yK()1)I1CT t.l'.V I.SIi17lulIrw tarld:, f0'-6' 3 REBARI 70'-5' 6" PRECAST Ll—LINTEL DATA TABLE 19" PRFCAST L—LINTEL DATA TABLE omg NOTES: 1. REINFORCING STEEL 1/32 BAR ASTM ASIO; 13. /I, AND P5 REB. 4. STRIP%NG STRENGTH: 6 AND 12 DICK LRNTELS = 2000 PSIAREOOUNTED STARTINGGRADEBOASTM .15 2. CONCRETE STRENGTHS: 1'D 6000 PGI FOR ALL 6 INCH AND 12 INCH B. NOTE: INE 70TAL HUNGER OF STIRRUPS REQUIRED FROM EACH END OF THE RONFORCING CAGE; FOR EXAMPLE — NO. OF LIQi i' LIGL'1 VlKiL1JiJ® ON 6 AND 12 INC. BNTELE ARCR STRIPPING FRON o GPAG e • CEN O °e yK()1)I1CT t.l'.V I.SIi17lulIrw tarld:, OEM a3 0.1nDivn,e.+ Gado4. I',Tubitrtg ,._ ,_i _3.c;3 KZROEM zr Inman 6lammir»m ao 6324 CR 579 SLUE I FLEER. FL PEN34484 mmmmthzTuuIffillum PRESTRESSED LINTEL mm flLE3 DRAWN I SHOWN DATE: 3/24/03 CHECKED BY: CRAIG PARRIND, P.E. I DRAWING: FD/612 SHER: I OF 1 Oa]/Wcum ar['aFrirsiam:••"•c1a'yra y v i©m f3: umkil SZlil iF7 f37 1Flmi©40 Fiayraaar rta:Li'L1:+iAm-Am WTI r vs$.vr.$rxar rE.. pi T Ja.1i-: i8f•9i7 s$7iLYTLEf MEMBER OF G II- N+wOAmi- THIS PROPRIETARY INFORWTION IS PROVIDED MR PRODUCT APPROVAL. IT IS PROTECTED BY COPYRIGHT LAWS AND CANNOT BE REPRODUCED OR DISTRIBUTED WITHOUT THE PRIOR WRDTEN CONSENT CAST -CRETE USA, INC. GENERAL NOTES: 1. REINFORCING STEEL 1/32 BAR ASTM ASIO; 13. /I, AND P5 REB. 4. STRIP%NG STRENGTH: 6 AND 12 DICK LRNTELS = 2000 PSIARE OOUNTED STARTINGGRADEBOASTM .15 2. CONCRETE STRENGTHS: 1'D 6000 PGI FOR ALL 6 INCH AND 12 INCH B. NOTE: INE 70TAL HUNGER OF STIRRUPS REQUIRED FROM EACH END OF THE RONFORCING CAGE; FOR EXAMPLE — NO. OF PRECAST UNTEIS; Y'D • 3000 PM FOR I INCA UNTELS 3. BOROM STEEL SNAEL BE CUT BACK HE INCH TO BE FLUSH WITH ENDS FORM. STIRRUPS = 4, THEN THE REINFORCING CAGE FABRICATION MOOR SHOWS 2 STRRUPS FROM EACH END. ON 6 AND 12 INC. BNTELE ARCR STRIPPING FRON GPAG e • CEN O °e yK()1)I1CT t.l'.V I.SIi17lulIrw tarld:, o,4 a3 0.1nDivn,e.+ Gado4. I',Tubitrtg ,._ ,_i _3.c;3 Op.O/"p••lv: CRAIG PARRINO 0RIQ.G1 m+tnwv « 6324 CR 579 PaNA FLEER. FL PEN34484 PRECAST AND PRESTRESSED LINTELflLE3DRAWNI SHOWN DATE: 3/24/03 CHECKED BY: CRAIG PARRIND, P.E. I DRAWING: FD/612 SHER: I OF 1 GENERAL NOTES 1) Materials: t'c 4' precast lintel = 3000 psi to 6' h 12' pp msl lintel =6000 psi f'c grout=.30lYJspsi with moximum 3/8 irrch aggregate concrete masonry units (CMU) per ASF61 C90 with minimum net area compressive slrengl = 1900 psi r.bar per ASTM A615 Crade 60 mortar per ASTM C270 type M or S 2) All safe load tables based on minimum 4 inch nominal bearing. Exception: Safe foods for lintel type 6118. 12U8 and 12RU6 must be reduced by 20% if bearing length is less than 6 I/2 inch.. 3) Provide full mortar bed and head joints. 4) The number in parenthesis indicates the percent reduction for grade 40 field added rebores Exa tm 17'-4' lintel 121`24-28 safe yy vity load = 1428(n) w/ 14% reduction 4 1428 (.8B) = 1228 plf 5) til lintels meet or exceed L/360 depection. Exception: Lintel types 8 h 12FB 17'-4' h longer meets or exceed L/IBD deflection, Use is limited to conditions meeting the Florida Building Code Section 1604.3.1 as applicable. 6) Shore Idled lintels as required. 7) 4' solid lintels to be insulted w/ 4' dimension horizontal and 8' dimension vertical. 8) lostallcUon/attachment of lintel must comply with the architectural and/ar structural dacu:nenle. 9) The designer may emloole concentrated loads from the safe load Tables by rolculol;ng the merimum resisting moment and shear at d -away from the I— of support. 10) N.R. _ !Jot Rated iii Batter, field edded rebs, to be located of the boltom of the lintel cavity. TY°E DESIGNATIQN GRAVITY s - nu Eo _d ooxn /u,— T-6" (42") PRECAST 1180 oz. -ill 959 4'-6" (54") PRECAST ln 12F16-2B/2T 460 6'-6" (78") PRECAST 11 L wvx 1,01MROE•uuL'fxs" avmv a1` !s RE6AR u zea is R AT tae wY. (2) 6EUG FOR 12• lAgE15 GRAVITY TYPE LENGTH I) REousto fart 6' www T-6" (42") PRECAST 1180 4'-0" (48") PRECAST 959 4'-6" (54") PRECAST 789 5'-10"(70") PRECAST 460 6'-6" (78") PRECAST 360 7'-6" (90") PRECAST 260 Z_ GROOT 116 Js RFBtrt AI l4P ILY (]) REau.HD EaR 11' un," 280 w^ 6 1) isou D roe 6• Ie•IEIS 187 55 liana. reeraaava 152 11 5 8' ACTUALl HANKS) N LNICL4Ws) 12' NOMINAL VIIOTH 12) 6' G 12' lintels ore mon,foclured with 5-1/2' long notches at the ends to accomodate vertical cel reinforcing and grouting. 13) The exterior surface of lintels installed in exterior concrete masonryry wells sMil bave a coating of stucco applied in accordance with ASTH C-926 or at opprmed coaling. 14) lintels loaded simultaneously with vertical (gravity or uplift) and horizontal 4loteraQ loads should be checked for the combined loodmg with the following equation: Applied vertical load Applied horizontal food I 0 Sora vertical load + Safe horizontal load S 15) For composite lintel heights not shown, use safe load from next lower height shown. 16) For lintel lengths not shown, use safe load from next longest length shown. 17) Sofe loads are superimposed allowable loads. 18) Safe loads hosed on national design onafysis per ACI 530 and AG 318. 19) Additional lateral load capacity can be obtained by the designer by providing additional reinforced concrete masonry units (RCUU) above the lintel. See sketch below: F'm=1500psi SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL i;': REINFORCED CMU (RCMU) FULL COURSE I/2' CLR TYP ( 1) 15 REBAR FOR 6' UNTELS 2) 15 REBAR FOR 12" LINTELS CR40 or GR60 6 _ 1BUB 6F8 6F12 4S8 SAFE LOADS FOR 4" SOLID LINTELS 14"em GRAVITY TYPE LENGTH 4S8 T-6" (42") PRECAST 1180 4'-0" (48") PRECAST 959 4'-6" (54") PRECAST 789 5'-10"(70") PRECAST 460 6'-6" (78") PRECAST 360 7'-6" (90") PRECAST 260 9'-4" (112') PRECAST 156 10'-6"(126') PRECAST 116 4-4-- UPLIFT LATERAL TYPE LENGTH 4S8 4S8 3'--6' (42") PRECAST 687 371 4'-0" (48") PRECAST 597 320 4'-6" (54") PRECAST 529 258 5'-10"(70") PRECAST 407 148 6'-6" (78") PRECAST 366 118 7'-6" (90") PRECAST 280 87 9'-4" (112") PRECAST 187 55 10'-6" (12.6") PRECAST 152 43 MI-RA ATE VISION 4 2 0 MEMBER .F ITUE:CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES VISION 6 12 14 .a. .e ` :."'FILE I4UIE: _OBSUB5-14 DRAWN BY: JOHAN ARNAUD SCALE: N.1.5. aaa...• )CJi"'.1~ o DAIS: 1 24 OS CHECKED BY: CRMO PARRUIO, P.E. - REG. NO. 44756 DRAWING: NO. LT/612 SHEET I OF J SAFE GRAVITY LOADS FOR 6" PRECAST U•LINTELS SAFE LATERAL LOADS FOR 6" PRECAST LI -LINTELS SAFE UPLIFT LOADS FOR 6" PRECAST U•LINTELS 4~44mm SAFE LOAD -POUNDS PER LINEAR FOOT g SAFE TOADmm4cm/m SAFE LOAD POUNDS PER LINEAR FOOT LENGTH TYPE 6U8 6178-18 6F12-lB 61`16-18 6F20-18 6F24 -1B 6F28 -1B 61`32-1B LENGTH TYPE 6U8 6F8 RCMU TYPE LENGTH 6178 -ti 61712-tT 61716-1T 61720-1T 61724-1T 61728 -ti 602 -IT S-6" (42") PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 S-6" (42") PRECAST 587 1055 596 S-6" (42") PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0" (48") PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'-0" (48") PRECAST 487 787 445 4'-0" (48") PRECAST 1225 1800 2357 2913 3470 4027 4583 4'4" (54") PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 4'-6" (54") PRECAST 416 609 344 4'-6" (54") PRECAST 1083 1592 2084 2577 3069 3562 4055 5'- 10"(70") PRECAST 1067 1260 2198 3557 5734 8297 8225 5'-10"(70") PRECAST 300 350 198 5'-10"(70") PRECAST 831 1222 1600 1979 2357 2736 3114 V-6" (78") PRECAST 949 1078 1831 2850 4328 r4524 8297 9357 6'-6" (78") PRECAST 263 496 157 C-6" (78") PRECAST 723 1097 1437 (1) 1777 2117 2457 2797 7'-6" (90' PRECAST 779 883 1459 2188 3151 6654 9357 7'-6" (90") PRECAST 222 367 116 7'-6" (90') PRECAST 648 1 863 09 1249 Gq 1544 U)H) 1840 2135 24311" 1) 9'-4" 112') PRECAST 584 660 1056 1523 2084 3731 5017 9'-4" (112') PRECAST 173 352 74 9'-4" (112") PRECAST 575 5710) 980 12521 1492 17321 1972 10'-6"(126") PRECAST 503 566 895 1270 1706 2236 2898 3747 10'-6"(126') PRECAST 151 276 58 10'-6"(126') PRECAST 514 462001 787 1 1121 1336 15 155111 176606 F i 1'-4" (136") PRECAST 457 513 805 1133 1507 1952 2492 3163 11'-4" (136") PRECAST 139 311 49 11'-4" (136") PRECAST 474 404 (n)585 985 12131y 1442 1645 y 12'-0"(144") PRECAST 425 477 744 1042 1377 1769 2808 12'-0"(144") PRECAST 131 277 44 12'-0"(144") PRECAST 454 36701) 619Iw, 888 1093 y 1299 15061y r 13'-4"(160") PRECAST 373 417 646 895 1170 1485 1852 2285 13'-4"(160") PRECAST 117 223 35 13'-4"(160") PRECAST 402 30801) 516a 736 906 y 1076 124714'-0"(168") PRECAST 351 392 605 835 1087 1373 2087 14'-0'(168') PRECAST 111 202 32 14'-0"(168") PRECAST 368 285(4)475 677 1 832 989 114517'-4"(208") PRECAST N.R. 299 455 620 794 985 1437 17'-4"(208") PRESTRESSED N.R. 130 21 17'-4"(208') PRECAST 253,_.208 1 338 (,11 475 1 585(, 69311 803 s THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR SEE GENERAL NOTE 18 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 Ialllly=)r ENS O e SEE GENERAL NOTES SHEET 1 OF 3 944F ;f • /./ V /f—`O( (C/CRAIGPARRINO....... G,`+ 6324 CR 579 O+V I.E++ SEFFNEA,FL 3584s °1`11111141 FLRE.LIC.N0.44756 vlsloN DATE I MEMBER OF 1.nou e4 wm, _l~ o pR .`. '^ TITLE: CAST -CRETE 4", 611 & 12" LINTEL SAFE LOAD TABLESJ41GENERALREVISION4128/03 JI NAME C 3/11 OD P GENERAL REVISION 2614, IA FILE HANE: OBSU86-I4 DRAWN 9Y: JOfLIN ARNAUD SCALE: N.T.S. DATE: 3/24/03 CHECKUP: CRAIG PARRINO, P.C. -REG. NO. 447561 DRAWINC:NO. LT4512 SHEET 2 OF 3 I SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS wav$iiaea wa7r wR SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 1208 121`8-20 12F12-28 12F16-28 12F20-28 12F24-28 12F28-28 12F32-28 S-6" (42") PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0" (48") PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6" (54") PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10"(70") PRECAST 1612 2320 3218 5234 8487 11060 12755 14432)11 6'-6" (78") PRECAST 1383 1986 2679 4196 6421 10032 12755 1443gn 7'-6" (90") PRECAST 1138 1628 2131 3218 4676 6756 9763 1352§,/ 9'-4" (112") PRECAST 795 1216 1535 2230 3083 4167 5593 75521 ,01 10'-6"(126") PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4"(136") PRECAST 518 945 1162 1649 2216 2693 3719 4746 12'-0"(144") PRECAST 456 878 1073 1513 2020 2617 3333 4206(9 13'-4"(160") PRECAST 359 767 0 926 1294 1709 2188 2743 34091„ 4-D"(186") PRECAST 321 72011} 855 1204 1584 2017 2451 3106(„ 17'- 4"(208") PRECAST N.R. 4511, 631 (,, 881 (, 11411„ 14280411750116 2102(y 19'-4"(232") PRECAST N.R. 343 (, 477 (11 7001, 925. 11521p 13800, 16090 1) THE NUMBERS IN PAREN HESISARE PERCENT REDUCTIONS FOR GRAUE 40 FIELD ADDEO REBAR. SEE GENERA. NOTE NO. 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U -LINTELS wa7r wR SAFE LOAD - POUNDS PER LINEAR FOOT ENGTH TMPE 12RU6 12RF6-2812111`10- 12RFI4- 12111`18- 12Rf22- 12RF26- 12RF30- 4'--4" (52-) PRECAST 2538 2942 5468 7584 9640 11669 13679 1567£ 6" (54") PRECAST 2319 2740 5468 7584 9640 11669 13679 1567E 6" (68") PRECAST 1347 1841 3555 6395 9640 11669 13679 1567E 5'-10"(70-) PRECAST 1259 1758 3361 5954 9358 11669 13679 1567E 3'-8- (80') PRECAST 924 1430 2633 4415 6884 1035,1 1257T 11480( 1'-6" 90") PRECAST 703 1203 2157 3494 5259 7922111962312E)'- 8" 116") PRECAST 389 843 1451 (72157 32030 44271115417(80 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REOUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERA NOTE NO. 4 SAFE LATERAL LOADS FOR 12" PRECAST U•LINTELS 12RU612RF6 410mm- SAFE LOAD PLF LENGTH TYPE 12UB 12FB RCMU Y-6" (42') PRECAST 1295 4841 393 ,1, 4'-0" (48") PRECAST 1295 4841 29941„ 4'-6" (54°) PRECAST 1049 3922 241 7(,,, 5'-10"(70") PRECAST 681 2547 15521 6'-6" (78") PRECAST 579 2167 1234(,4 7'4" (90") PRECAST 474 1771 91404 9'-4" (117') PRECAST 355 1326 58004 10'-6"(126") PRECAST 306 1143 454k4 11'-4"(136") PRECAST 278 1041 388174 12'-0"(144") PRECAST 260 971 34504 13'-4"(160") PRECAST 229 857 278 (24 14'4" (168") PRECAST 216 809 251( 17'-4"(208") PRESTRESSED N.R. 63311 162(,4 19'-4"(232") PRESTRESSED N.R. 534 1300, SEE GENERAL NOTE 18 242641 SAFE LATERAL LOADS FOR 12" PRECAST w12" RECESS DOOR U•LINTELS 4XIM-110wm SAFE LOAD PLF TYPE LENGTH 12RU612RF6 RCMU 4'-4" (52") PRECAST 1295 3692 2581,4 4'-6", (54") PRECAST 1213 3458 241 ,,D 5'-B" (6B") PRECAST 784 2236 1650174 5'-10"(70") PRECAST 747 1 2129 155204 6'-8" (80' PRECAST 602 1716 117004 7'-6" (90") PRECAST 504 1438 91401) 9'-8" (116") PRECAST 355 1011_ 45Q9/„, SEE GENERAL NOTES - SHEET 1 OF 3 MEMBER OF SAFE UPLIFT LOADS FOR 12" PRECAST U -LINTELS I) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERA NOTE NO. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U -LINTELS 4cmw4mm SAFE LOAD POUNDS PER LINEAR FOOT LENGTH TYPE 12RF6-2T 12RF10-2T 12RF14-2 12RF18-2 12RF22-2f 12RF26-2112(630-2 4'-4" (52") PRECAST 1626 2685 3746 4806 5867 6926 7989 4'-6" (54") PRECAST 1558 2582 3602 4623 5643 6664 7684 5'-8" (68") PRECAST 1210 2042 2850 3658 4466 5273 6081 5'-10"(70') PRECAST 1173 1984 1 2769 3553 4338 5123 5908 6'-8- (80") PRECAST 1020,4 153801 242641 3114 3802 4489 5177 7'-6" (90") PRECAST 904 (1 1226 01 2163(„ 2776 33901 4003 111 4617 0) 19 s8" (116') PRECAST 7030, 771 14 147204 2181(N 26630, 31450 36280, a,`G` _ ; . • N S NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 40 FIELD ADDED RESAR. SEE GENERA NOTE NO. 4 447 ^ PftolxTcrRrvlsen vr H canplying "iU, the rlunJp U :* khdldin,S Cole b• T EF/I-I Q' AaroMm,ev No,;_e:-- fin'.•,(. (( II j' /C CRAIGPARRINO t'q>1,>fw,Daleg t l; mtF' dR16P• i 6324 CR 579 A;s/ •(G;•, $EffNEF1.F133584 Mlinnin«lc! duc(onv;i'y'-.. 144 L.P.E. U6 -1Jb.4056LIL CAST-CRETE 4", 6& 12" LINTEL SAFELOAD TABLES RAWN BY: XSCALE: DATE: 3/24/03 CHECHEO BY: CRAG PARRINO, P.E. - REG. NO. 44756 1 ORAN1NG:NO. LT4812 SHEET 1 .11, MIAM 1•DADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S W 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) wnnv.miamidade.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 (Iri 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 perforin in the accepted mamier, 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 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 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 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. 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 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. Maka r, P.E,, M.S. NOA No. I4-0903.03 MIAMfDADEGOUNTY Expiration Date: 09111/2018 Approval Date: 10/09/2014 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing Aro. FD4612, tilled "Precast crud Prestressed Lintel Details`, sheet 1 of 1, prepared by Craig Parrino, P.E., dated Ilfarch 24, 2003 and Drmving No. LT4612, titled Cast -Crete d ", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared Ly Craig Parrino, P.E., dated Afarch 24, 2003, last revision 91 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report ori flexural testing on f ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Afodels, total of (13) concrete lintel specimens, per ASTjW E-529-94, prepared by Applied Research Laboratories, Report 1Vo. 30404A, elated 04110103, signed and sealed by Christopher A. Ramon, P. E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Porrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, doled 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality, System Afanual for Cast -Crete Afachine Afade Precast Lintels remised on Alar 1, 2002. 2. Cast -Crete Qualio, System Alcmual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmving Aro. FD4612, tilled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated Afarch 24, 2003 and Drmving Aro. LT4612, titled Cast -Crete 4", 6" & 12" Lbrtel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated Afarch 24, 2003, last revision dated March 11, 2005. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Afiami-Dacle County Building Code Compliance Dfce. E. MATERIAL CERTIFICATIONS Alone. t a r t..:1Z He1my A. Makar, P.E., M.S. Product Cmitrol Unit Supervisor NOA No. 14-0903.03 Expiration Date; 09/11/2018 Approval Date: 10/09/2014 E-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 I of 1, prepared by Craig Parrino, P.E., dated 1far•ch 2=1, 2003 acrd Drawing No. LT4612, titled "Cast -Crete 4", 6" & I2" Lintel Safe Load Tables", sheets I through 3 of'3, Prepared by Craig Parrino, P.E., dated 111,urch 24, 2003, lost revision dated 11,farch 11, 2008, all sighed and sealed by Craig Parrillo, P.E., oil 114arch 22, 2012. B. TESTS 1. !None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By iLIionri-Dude Count, Deparinlerrt of Permitting, F.rrvirarrnrent, and Regulrrtory.11fbirs. 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. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. Alone. B. TES'T'S 1. !None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1. By Aliomi-Dade Comity Deportment of Regulator)' and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Noire, 1johny A. Malar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09111/20I8 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. NEW EVIDENCE SUBMITTED A. DRAWINGS Drawing Aro. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing Aro. 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, 2011, all signed and sealed by Craig Parrino, P.E., oil August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 04/19/2014, 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 Aliarni-Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fr-ow Cast -Crete USA, Inc., dated August 19, 2014, signed and .sealed by Craig Parrino, P.E., cert fi,ing compliance with the Florida Building Code, 2014 Edition. Hel . Malar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-3 HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS LINTEL TYPE "B" TYPE "A". STIRF A" BOTTOM STEEL LENGTH 6" & 12" PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL S 5/8- 11 5/8• 15 5/6- 1/4-, I/6- 1, 1/41 1 3/4-15/16, 6 1/4' 1 161 3/4' 3/8', 1 2 5" 1/2 8 L f IFE. iiu• )/ 3a'. u1 SiYWP3 u a• R•s 7/uv BAR srwws uues n sc011i¢BoucD . s saaa uD Asnst iaDMu Eo 3 1sxo CNFWIEO '" B 1 4M h „ LOAtl NOICN „ \ B' STIRRUP6 ' 6 1/a' IONO NOTCH TYPE Sz'/ BAR n • e QCN da SYI0.R'JPS _ T I \ M 4 1/••' 4 L— 1/4j 3 1/8' J, 1/4 7/I6 B 3/4' 7/187/16 6 3/4' 7/16 a 4" SO STIRRUP DETAILS 6" PRECAST -,INTEL 12" PRECAST w/ ggi;S U -LINTEL 12" PRECC nU-LINTEL 4" 12" SOLID LINTEL IN DATA TABLE LINTEELL REI Ei RCINC LENGTHLENGTH W-6' 2) /3 REBAR 3'-5' 4'-0'/3 REBAR 3 -11' pppR EU33, TEL pp[[CESS5 VOl1 YE W[pIIT 312E LE11GTH LENGTH CY LBS EOAR 4'-S c9m luzil PAf`'j 6'_ 2 3 REBAR 6'-6' Imm ® 5' EVA 7--5- 5 REBAR 4'-8' 32A9-3- 12) f3 HEN FM- 6" PRECAST U -LINTEL DATA TABLE ommam A•'W L;ali7I1LJ•r IN 6. NOTE: INE TOTAL NUMBER OF STIRRUPS REOUIRCD ARE MWED STARTING 2. CONCRETE STREHGINS: V, - 6000 PSI FOR ALL 6 INCH AND 12 INCH PRECAST UNECLS; fA 3000 PSI FOR A INCH UNTELS FROM EACH ENO OF THE REINFORCING CAGE: FOR EKAMPLE - NO. Of STIRRUPS - 4. THEN THE REINFORCING CAGE FABRICATIDN MONEL SHCw 3. BOTEDY STEEL SHALL BE CIT BACK ONE INCH TO BE FLUSH WITH CNDS ta r,vExa ar• ON 6 ANO 12 INCH UNTFLS ARCA STRIPPING FROM FORM. pppR EU33, TEL pp[[CESS5 VOl1 YE W[pIIT 312E LE11GTH LENGTH CY LBS FA c9m luzil PAf`'j o.4 e G Imm ® 4' 3'-0' 0.047 109 5 REBAR 4'-8' 7/32 BAR 4'-0' 11 A 4 FM- 1,G0{Pk 7 5 R AR 1'-10' 32 BAR 4 -1 N A A S T OF Ni c ,: O •, o e CRMGPARRINO IM: 11. 0moff- Im 4-4 S -1D 4-6 o.D6o 6-z s-6 N A 446_4. ire 0 R 1Q.••°e° 6324 CR un DBdtX'71+Ict <.G i YTS 3_ 397 i_ ._ 3 REBAR 10'-O' WEKTim67"E'ffim 12" PRECAST U -LINTEL DATA TABLE A•'W L;ali7I1LJ•r ORAOE 60 ASN ABIS 6. NOTE: INE TOTAL NUMBER OF STIRRUPS REOUIRCD ARE MWED STARTING 2. CONCRETE STREHGINS: V, - 6000 PSI FOR ALL 6 INCH AND 12 INCH PRECAST UNECLS; fA 3000 PSI FOR A INCH UNTELS FROM EACH ENO OF THE REINFORCING CAGE: FOR EKAMPLE - NO. Of STIRRUPS - 4. THEN THE REINFORCING CAGE FABRICATIDN MONEL SHCw 3. BOTEDY STEEL SHALL BE CIT BACK ONE INCH TO BE FLUSH WITH CNDS ta r,vExa ar• ON 6 ANO 12 INCH UNTFLS ARCA STRIPPING FROM FORM. pppR EU33, TEL pp[[CESS5 VOl1 YE W[pIIT 312E LE11GTH LENGTH CY LBS FA ao PAf`'j o.4 e G 4' 3'-0' 0.047 109 5 REBAR 4'-8' 7/32 BAR 4'-0' 11 A 4 ri .Q • 1,G0{Pk 7 3'-0' 4'-6 3' 4' 0.04] 92 4- 5 R AR 1'-10' 32 BAR 4 -1 N A A S T OF Ni c ,: O •, o e CRMGPARRINO a ' _.. 4-4 S -1D 4-6 o.D6o 6-z s-6 N A 446_4. ire 0 R 1Q.••°e° 6324 CR un DBdtX'71+Ict <.G i YTS 3_ 397 i_ ._ 3 REBAR 10'-O' MPFTTM 579 SEFFNER,FL33584s/pN8'-0' 9'-8' e'-4' 0.098 V e°° THIS PROPRIETARY INFORMATION IS PROVIDEO FOR PRODUCT APPROVAL. D IS PROTECTED BY COPYRIGHT LAWS AND CANNOT BE REPRODUCED OR DIS7RIBUTEO WITHOUT THE PRIOR WATREN CONSENT CAST -CRETE USA, INC. GENERAL NOTES: I. REINFORCING STEEL 7/32 BAR ASTM —0; j3, /4, AND j5 REBAR 4. STRIPPING WRENG- B AND 12 INCH U tllL - 2000 PM ORAOE 60 ASN ABIS 6. NOTE: INE TOTAL NUMBER OF STIRRUPS REOUIRCD ARE MWED STARTING 2. CONCRETE STREHGINS: V, - 6000 PSI FOR ALL 6 INCH AND 12 INCH PRECAST UNECLS; fA 3000 PSI FOR A INCH UNTELS FROM EACH ENO OF THE REINFORCING CAGE: FOR EKAMPLE - NO. Of STIRRUPS - 4. THEN THE REINFORCING CAGE FABRICATIDN MONEL SHCw 3. BOTEDY STEEL SHALL BE CIT BACK ONE INCH TO BE FLUSH WITH CNDS 2 SIIRAUPS FROM EACH END. ON 6 ANO 12 INCH UNTFLS ARCA STRIPPING FROM FORM. pppR EU33, TEL pp[[CESS5 VOl1 YE W[pIIT 312E LE11GTH LENGTH CY LBS FA Cn NOt1F 0NvAro PAf`'j o.4 e G GEN O% 12" PRECAST W/ 2" RECESS DOOR U -LINTEL DATA TABLE pRonucr Es.vlsru aITIPlying u'ilh Bh Clodu3 pppR EU33, TEL pp[[CESS5 VOl1 YE W[pIIT 312E LE11GTH LENGTH CY LBS P Cn NOt1F 0NvAro o.4 e tit') C, I I _ 3 . n 311 . 4' 3'-0' 0.047 109 5 REBAR 4'-8' 7/32 BAR 4'-0' 11 A 4 ri .Q • 1,G0{Pk 7 3'-0' 4'-6 3' 4' 0.04] 92 4- 5 R AR 1'-10' 32 BAR 4 -1 N A A S T OF Ni c ,: O •, o e CRMGPARRINO a ' _.. 4-4 S -1D 4-6 o.D6o 6-z s-6 N A 446_4. ire 0 R 1Q.••°e° 6324 CR un DBdtX'71+Ict <.G i YTS 3_ 397 i_ ._ 3 REBAR 10'-O' OAR W-4' 1'-0' 6 579 SEFFNER,FL33584s/pN8'-0' 9'-8' e'-4' 0.098 V e°° 6866`` FL. P.E. LIC. N0.44756 rMEMBER of TD>r: PRECAST AND PRESTRESSED LINTEL DETAILS R.nsn. FllC NAME: OBSU941-1/ DRAWN BY: JOHAN AANAUD SCAIE: AS SHOWN -. mI DATF: 3/24/03 CHECKED B'. CRAIG PARRINO, P.E. ORA NIG: FD4612 SHEET: I OF I GENERAL NOTES 1) Materials: 1'c 4' precast lintel = 3000 psi Inc 6' h 12' pp cast lintel =6000 psi Fc grout . 31j00spsi with maximum 3/8 inch aggregate concrete masonry units (CMU) per AS11A C90 with minimum net arca compressive slr In c - i psireborperASTMA615Cnxa60 mortar per ASTM C7.70 type M or S 2) All safe load tables based an minimum 4 inch nominal bearing. syn; Safe loads for lintel type 61 12UB and 12RU6 must be reduced by 20% if bearing length is less than 6 1/2 inches. 3) Provide full mortar bed and head joints. 4) The number in parenthesis indicates the percent eduction for grade 40 field added ebur. f aNRln: er/ 14%Delel 12F24-28duction311428 f1 ) = 1228 plf 1428pq 5) All lintels meet or exceed L/360 d:8ection. B FxceTllon. Dntel types 8 k 12FO 17'-4' 8 longer meets or exceed L/180 deflection, Use is limited to conditions meeting the Florida Building 04.3.1CodeSection16as applicable. 6) Share Idled lintels as required. 7) 4' solid lintels to be installed w/ 4' dimension horizontal and 8' dimension vertical. 8) 1:r' llation/ellachrnent of lintel must campy with the architectural cnd,ror structural documents. dssigaa• may e,•alucle cancentmted loads from the sate load tables by cle ing the mcximum reacting moment and shear at d-owoy from the fee, of suppoU. 10) N.R. = Nat Rated 11) Bottom field added ebar to be located at the bottom of the lintel cavity. IY1=E—QU'GI LAPOIy F_r-av:o ere—'/u -— I m a a u(iti uHn 12F 16 -2B/2T NOM Ii IL•7AVma Is iii nii. Ri 9 rev L f 5"_ AT TOP wN. (2) Kai FOR Ir e9tR15 Ij RFalAPEO ran 6. LOW 1-I/z CW2 4S8 z 1180 REINFORCED CMU (RCMU) as N O FULL COURSE CAauff 5'-10" (70") PRECAST un Iz) rsausao raR tz' um[Ls 360 e 1) sexuri fav 6• INR15 90,10" Pnvono"; 9'-4" (112') PRECAST CR40 or GR60 10'-6"(126") PRECAST 111 5/8- ACTUALl Is N I 12' NOMINAL WIDTH 87 12) 6' 8 12' Lintels ore manufactured with 5-1/2' long notches at the ends to accomodate vertical cep reinforcing and groutng. 13) The exterior surface of lintels installed in exterior concrete masonry walls sholl have ac" of stucco applied in accordance with ASN! C-926 or other approved coaling. 14) Lintels lorded simultaneously with vertical (gravity or uplift) end horizontal Slotc'.i loads should be checked for the combined loading with the following equator: Applied vertical bad + Applied horizontal load S 1.0 Safe vertical load Safe horizontal load 15) For composite lintel heights not shown, use safe load from next lower height shown. 16) For lintel lengths not shown, use safe load from next longest length shown. 17) Safe loads are superimposed allowable loads. 18) Safe loads based on rational design analysis per ACI 530 and AG 318. 19) Additional lateral load capably can be obtained by Uie designer by providing additional reinforced concrete mosonry units (RCMU) above the lintel. See sketch below: l—F'm=1500p91 SAFE LOADS FOR 4" SOLID LINTELS C4fs)lh014fE'm GRAVITY SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL 4S8 3'-6" (42") PRECAST 1180 REINFORCED CMU (RCMU) 959 FULL COURSE 789 5'-10" (70") PRECAST 1) ,15 RE84R FOR 6' LINTELS 1/2' CLR TYP 360 2) J5 REBAR FOR 12" LINTELS 260 9'-4" (112') PRECAST CR40 or GR60 SAFE LOADS FOR 4" SOLID LINTELS C4fs)lh014fE'm GRAVITY TYPE LENGTH 4S8 3'-6" (42") PRECAST 1180 4'-0" (48") PRECAST 959 4'-6" (54") PRECAST 789 5'-10" (70") PRECAST 460 1 (78") PRECAST 360 7'-6" (90") PRECAST 260 9'-4" (112') PRECAST 156 10'-6"(126") PRECAST 116 12U8 4AST4*0419— UPLIFT LATERAL TYPE LENGTH 4S8 4S8 S-6' (42") PRECAST 687 371 4'-0" (41 PRECAST 597 320 4'-6" (54") PRECAST 529 258 5'-10" (70") PRECAST 407 148 V-6° (78') PRECAST 366 118 7'-6" (90") PRECAST 280 87 9'-4" (112") PRECAST 187 55 10'-6"(126") PRECAST 152 43 12FB 12F12 12F16 6U8 6178 6F12 6F16 L 6 r r G r4S8 ' gls. 12F28 121`24 12F20 4t9 anrylying rrilh Pira Fio:;f:, UuilAing Curio A e 0• / tri Ac0.pfenca a3 r.• • • •„ • •. • P (?'• 'Cqo CR3. AIG PARRINO P.xpirutian n,Nu"r+'- pR10;• J: 8324 CR 579 F 61`32 6F28 61`24 6F20 4,SC' G,.` SEFFNER FL58433 dt Aim; act l'onho; FL. P.E. UC. N0.44756 MEMBER OF 017coc . NTLE:CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES FILE IUJ1C DBSU35-14 DRAWN BY: JOHAN ARNAUD Si N.T.S. I .•J"d%' 7lrya DATE: 3/24/03 CHECKED BY: CB,UO PARRINO, P.E. - REG. NO. 44756 DRAWING: NO. LT4612 SHEET 1 11 1 SAFE GRAVITY LOADS FOR 6" PRECAST U•LINTELS FOSAFE LATERAL LOADS R 6" PRECAST U•LINTELS SAFE UPLIFT LOADS FOR 6" PRECAST U•LINTELS 14MM-40M SAFE LOAD -POUNDS PER LINEAR FOOT C M,n SAFE TOADIMfrSAFELOADPOUNDSPERLINEARFOOT LENGTH TYPE 6U8 6FB-18 61`12 -IB 6F16-18 6F20-18 6F24-18 6F28-18 6F32 1B LENGTH TYPE 6U8 6F8 RCMU LENGTH TYPE 6F8 -IT 6F12 -1T 6F16 -1T 6F20-17 6F24-17 6F28 -1T 6F32 -1T S-6" (42") PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 S-6' (42') PRECAST 587 1055 596 S-6" (42') PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0" (48") PRECAST 2025 2313 3892 5050 6148 7227 8297 9357 4'-0' (48') PRECAST 487 787 445 4'-0" (48') PRECAST 1225 1800 2357 2913 3470 4027 4583 4'-6" (54") PRECAST 1654 1887 3633 5050 6148 7227 8297 9357 4'-6' (54"} PRECAST 416 609 344 4'-6" (54') PRECAST 1083 1592 2084 2577 3069 3562 4055 5-10"(70") PRECAST 1067 1260 2198 3557 5734 7227 82979 82256 5'-10'(70') PRECAST 300 350 198 5'-10'(70') PRECAST 831 1222 1600 1979 2357 2736 3114 6'-6" (78") PRECAST 949 1078 1831 2850 4328 6737 8297 9357 6'-6" (78') PRECAST 263 496 157 6'-6" (78') PRECAST 723 1097 143711 1777 2117 2457 2797 7'-6" (90' PRECAST 779 883 1459 2188 3151 4524 6654 9357 7'-6' (90") PRECAST 222 367 116 7'-6" (90') PRECAST 648 6 86308 124914 1544 (1)18401e1 213516) 243111 9'-4" (112') PRECAST 584 660 1056 1523 2084 2795 3731 5017 9'-4" (112') PRECAST 173 352 74 9'-4" (112") PRECAST 575 5710 1 980 1252 1492 1732 1972 10'-6"(126") PRECAST 503 566 895 1270 1706 2236 2898 3747 10'-6"(126") PRECAST 151 276 58 10'-6"(126'} PRECAST 514 462011 78712 11211 1336 155119 1766 11'-4°(136') PRECAST 457 513 805 1133 1507 1952 2492 3163 11'-4'(136") PRECAST 139 311 49 11'-4'(136') PRECAST 474 404011 685 985 1213 1442 1645mllJL1y 12'-0" (144") PRECAST 425 477 744 1042 1377 1769 2238 2808 12'-0'(144') PRECAST 131 277 44 12'-0" (144') PRECAST 454 3670,) 6191 6 888 1093 1299 15061yv 13'-4"(160") PRECAST 373 417 646 895 1170 1485 1852 2285 13'-4"(160') PRECAST 117 223 35 13'-4'(160') PRECAST 402 3081n1 516 a 736 906 n 1076 1247(14 1 14'-0-(168") PRECAST 351 392 605 835 1087 1373 1703 2087 14'-0'(168') PRECAST 111 202 32 14'-0"(168') PRECAST 368 285 N) 475 N 677 1 832 n 989 u 11451 17'-4"(208") PRECAST N.R. 299 455 620 794 985 1198 1437 17'-4"(208") PRESTRESSED N.R. 130 21 17'-4'(208') PRECAST 253 208 338 476 585 693 803181229xN, THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR SEE GENERAL NOTE 18 J)) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 rill 11 llP,°° Orr G 44Jtc3lwrrrcl±vlsrn complying wish U,c Frnnd:: BuIIJhrq CoJc T qF.' 4 ii kwior n" 1 _ L'+rDirmion Uxo c —1,7—IL CRAIG PARRINOf8 htinmpae:6 Js ,,..... aG 01 6324 CR 579 p°%IVAI SEFFNER,FL 33$84 IC.,, ...... SEE GENERAL NOTES - SHEET 1 OF 3 r++ 111111111 FL. P.E. LIG. NO. 44756 No a s " MEMBER OF na o mLE:CAST—CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLESJHGENRAIv4/28/03 J NAME C P GENERAL REVISION 6 19 14 FILE NAHE: DBSUB6-11 OAAWN BY: JONAH ARNAUD SCALE: N.T.S. DATE: 3/24/03 CHECKED BY: CRAIG PARRINO, P.C. - RCC. NO. 44755 DRAWING:NO. LT4612 SHEET 2 OF 3 SAFE GRAVITY LOADS FOR 12" PRECAST U -LINTELS 4cmw-4~m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 12UB 1218-28 12F12-28 12FI6-28 12F20-28 12F24 -2B 12f28 -2812F32-28 S-6" (42") PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 4'-0" (48") PRECAST 2923 4232 5838 7619 9352 11060 12755 14438 4'-6" (54") PRECAST 2396 3464 5304 7619 9352 11060 12755 14438 5'-10"(70") PRECAST 1612 2320 3218 1 5234 8487 11060 12755 14432)„ 6'-6" (78") PRECAST 1383 1986 2679 4196 6421 10032 12755 1443)u 7'4" (90") PRECAST 1138 1628 2131 3218 4676 6756 9763 13524„ 9'-4" (112") PRECAST 795 1216 1535 2230 3083 4167 5593 7552E 10'-6"(126") PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4°(136") PRECAST 518 945 1162 1649 2216 2893 3719 4746 12'-0"(144") PRECAST 456 878 1073 1513 2020 2617 3333 4206( 13;--4"(160") PRECAST 359 767 E, 926 1294 1709 2188 2743 3409(, X14 -G'(168") PRECAST 321 72001 865 1204 1584 2017 2451 3106(u 17'-4"(208") PRECASI N.R. 451 (111 A 631 „ 881 I, 11411„ 1428(„ 1750(16 2102(u 119'-4" (232'') PRECAST N.R. 3431, 477 („ 7001, 925 1152(„ 1380E 1609(- THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE N0, 4 SAFE GRAVITY LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U -LINTELS 12" SAFE LATERAL LOADS FOR 12" PRECAST U -LINTELS SAFE UPLIFT LOADS FOR 12" PRECAST U"LINTELS wsiene TYPE LENG7H 12RU6 SAFE LOAD 12RF6-2812RF10-2E-2 POUNDS PER LINEAR FOOT 12RF18-2 i2F622-2 12RF26- 12RF30- 4'-4" (52") PRECAST 2538 2942 5468 7584 9640 11669 13679 15679 4'-6" (54") PRECAST 2319 2740 5468 7584 9640 11669 13679 15679 5'-8" (68") PRECAST 1347 1841 3555 6395 9640 11669 13679 1567g1 V-10" (70") PRECAST 1259 1758 3361 5954 9358 11669 13679 1567 C-8" (80") PRECAST 924 1430 2633 4415 6884 1035, 125741, 1480qu 7'-6" (90") PRECAST 703 1203 2157 3494 5259 7922„ 9623, 11328,6 S`'-8" (116") PRECAST 389 843 1451 a 2157 3203 4427(1 5417(1 6380( In SAFE LATERAL LOADS FOR AST w/ 2" RECESS DOOR U•LINTELS SAFE LO, PLF LENGTH — 12RU 12RFE 4'-4" (52") PRECAST 1295 3692 4'-6" (54") PRECAST 1213 3458 5'-8" (6B') PRECAST 784 2236 5'-10"(70") PRECAST 747 2129 6'-8" (80") PRECAST 602 1716 7'-6" (90") PRECAST 504 1438 9'-8" (116") PRECAST 355 1011, 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/ 2" RECESS DOOR U -LINTELS 14MU40M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12RF6-21 12RF10-2112RF14-2 12UIB-2T 128(22-2112RF26-2112RFJ0-2 4'-4" (52") PRECAST 1626 2685 3746 4806 5867 6928 7989 4'-6" (54') PRECAST 1558 2582 3602 4623 5643 6664 7684 5-8" (68') PRECAST 1210 2042 2850 3658 4456 5273 60BI 5'-10"(70") PRECAST 1173 1984y 2769 3553 4338 5123 5908 6'-8" (80") PRECAST 1020( 1538 (1112426151 3114 3802 4489 5177 7'-6" (90") PRECAST 904 (, 1226,1 2163(16 2776 3390E 4003 4617 b 9;8' (116") PRECAST 703„ 771 (4 1472LN1 2181,1 2663 3145, 3628„ 1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR O1- """"^` "`"`- "'," (-, . • • ' • • . •'Ci NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RERW. SEE GENERAL NOTE NO. 4 • G E N S 40 FIELD ADDED REEAR. SEE GENERAL NOTE NO. 4 447 FRolx7cr1TT3v1seo sLi amplying wish the Flnn.ln o T/C . Hiutding Cola OT T EAa-ltmin:Not¢.1.}} 03 I) : CRAIGPARRINO t qr xb,1>al " 7 R10P• 6324CR579 tL 3y s-= krY'. . 7n^ G 8EFFNERTL33584 A4lneinnf Guct oli il L SEE GENERAL NOTES - SHEET 1 OF 3 'AA446/ 14444` FL.P.E.IWO. b.4p.56 NO] BYI REVISION I DATE J NRA EVIS10 8 MEMBER of h . wLE:CAST-CRETE 4", 6" &--1-2"—LINTEL SAFE LOAD TABLES J NAME CHANGE 3 I 1 OB ( 'ems, __ _ GENERALREVISION `_m " FILE NAPE: OBSUBI-14 DRAWN BY: JOHAN ARNAUD SCALE: H.T.S. 1..,."ir',"'a _,w, o DALE: 3/24/03 CHECKED 0Y: CRAJG PARRINO, P.E. - REG. NO. 44156 DRAWING: NO. LT4012 SHEET 3 OF 3 PLAT OF SURVEY DESCRIPTION LOT 24, LANE'S ADDITION TO CITY OF SANFORD, AS RECORDED IN PLAT BOOK 3, PAGES 9 & 10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. I I LOT 25 1 LOT 23 1 LOT 21 I — — — — — — — — — — — — — I - -------- O LU } DIRT DW FND 1/2" IR FND 1/2" IR* 0.6' j a (WIDTH LB #4475 PSM #3382a VARIES) OW OW --------- 0.6' OW ----- -- 56' PLAT L4'WF o LL 00 55.72' MEAS ' s Zk v `'9 C, 9lC' 0.1' LOT 24 CUD z U_ 20.5' ti o o ti m LOT 26 35.0' 1o.a' LOT 22 1 k4l LL. I LLi 0.4' 0j I•o W J -617 a 2[ 2 N co M , M A -isS - F"aM J I.09 ` i 6,0 FFE 10.5' FND 5/8" IR NO # U tq SE CORNER, LOT 0 FND 5/8" IR PLS #4200 168'P& 1 FORMBOARDS ONLY ADDRESS #2300 CL SFE 9.0' J OiAto C6 o N( 13.0'J-, -.63 13.0' 00O' o ss, 55.97' MEAS 14,y 56' PLAT 9s° 4' W F 5' cw I J_` 2' CURB & GUTTER 8 7Pr °F c"4 E/P PALMETTO AVENUE IL , A .75- 7 5 BOUNDARY SURVEY CERTIFIED TO: CENTRAL FLORIDA CONTRACTING, LLC Z 30ip Pi Lwt E Nt Pim I r if- FND 1/2" IR LB #4475 NOTES: LEGEND CABLE TV RISER # - LIGHT POLE1. BEARING STRUCTURE IS BASED ON THE MONUMENTED SOUTH R/W LINE OF PALMETTO AVENUE, BEING NORTH (ASSUMED). g CENTERLINE LS - LICENSED SURVEYOR a CO CLEAN OUT LSA - LANDSCAPE AREA AC C U R I G H T 2. THIS BUILDINGiLOT LIES IN ZONE -X'. BASED ON FLOOD CSW CONCRETE BLOCK WALL MEAS- MEASURED INSURANCE RATE MAP NO. 12117C0070F. COMMUNITY NO. C COVERED CONCRETE MF - METAL FENCE 120291 (CITY OF SANFORD) ORANGE COUNTY, FLORIDA, CLF CHAIN LINK FENCE MS-,.tE.AL SHED EFFECTIVE SEPTEMBER 25.2009. CM CONC CONCRETE MONUMENT CONCRETEVERTICALNAVO- NORTH AMERICANDATUM 3. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS COVD COVERED NGVD-NATIONAL GEODETIC ACCURIGHT SURVEYS PROVIDED BY CLIENT. CPCONCRETE PAD VERTICAL DATUM OF ORLANDO INC., L64475 4. UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED. CW a CONCRETE WALKWAY CENTRAL ANGLE N&D-NAIL&DISK OW - OVERHEAD WIRE 2012 E. Robinson Street Orlando, Florida 32803 O&M DESCRIBED & MEASURED ORB • OFFICIAL RECORDS BOOK www.AccurightSurveys.net S. BUILDING TIES SHOWN ON THIS SURVEY SHOULD NOT BE USED DE DRAINAGE EASEMENT P&M - PLAT & MEASURED ACCU@AccurightSurveys.net TO RECONSTRUCT PROPERTY LINES. DESC DESCRIPTION DOT MANHOLE PR -PLAT BOOK PC POINT OF CURVATURE PHONE: (407) 894-6314 6. THIS SURVEY IS VALID ONLY FOR THE PARTIES TO WHOM IT IS PG -PAGE CERTIFIED.PF 7. THIS SURVEY EXCEEDS THE ACCURACY REQUIREMENTS SET DWE/P EB DRIVEWAY EDGE OF PAVEMENT ELECTRIC BOX PLASTIC FENCE POB POINT OF BEGINNING POC . POINT OF COMMENCEMENT FORTH IN FLORIDA STATUTES. M ELECTRIC METER R - RADIUS 8. ELEVATIONS BASED ON ASSUMED SITE BENCHMARK HAVING AN EL ESMT ELEVATION EASEMENT RM' - RIGHT OF WAV 7R . TELEPHONE RISER ELEVATION OF 100.00 FEET, (NAVD 88). FFE 6 H FIRM FND FINISHED FLOOR ELEVATION FIRE HYDRANT FLOOD INSURANCE RATE MAP FOUND T •TRANSFORMER TEP - TYPICAL UE •UTILITY EASEMENTFRANKA. RAYMO D III PLS 325 GUY WIRE ANCHOR OUP - UTILITY POLE IP IRON PIPE WATER METER NOT VALID WrTHOUT THE SIGNATURE AND THE ORIGINAL RAISED IR IRON ROD WATER VALVE SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER' L LB ARC LENGTH LICENSED BUSINESS WD FENCEWF _W ws -WOODSHED S'\RFMINOI F\SC3-9 - I ANFS ADDITION\24\SC3-9 LOT24.dwa Mar 16. 2017 COPYRIGHT © 1985 - 2017. ACCURIGHT SURVEYS REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 0 j' j I—e ;l'^ Project Name: / Project Address: Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I . This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval: 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. JURISDICTION EMPLOYEE NAME: JURISDICTION: 0 '0/C/ F--1,0 V P64it Name -"Gen. Contractor Signature of Gen. Contractor Gen. Contractor License # V 'E."C-/ Print -Name e El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on _/ Rev. 02/10/15)