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3950 Saltmarsh Lp 18-723; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: ON #: 18BUILDINGAPPLICATION #: 18-10000121 DATE: February 15, 2018 p BUILDING PERMIT NUMBER: 18-10000121 a p,.l UNIT ADDRESS: SALTMARSH LOOP 3950 17-20-31-502-0000-0410 TRAFFIC 20NE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PARCEL: PLAT BOOK: PLAT BOOK PAGE: BLOCK: TRACT: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INV LLC ADDRESS: 27 N SUMMERLIN AVE ORLANDO FL 32801 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: WYNDHAM PRESERVE / LOT 41 SFR FEE BENEFIT RATE UNIT TYPE--------------DIST----- ------ ------ SCHEDRATEUNITSTYPE------------------ CALC UNIT TOTAL DUE ROAQS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00N/A Single Family Housing .00FIRERESCUEN/A 1.000 dwl unit 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00SCHOOLSCO -WIDE ORD 1.000 dwl unit 54.00 PARKSSSingle Family Housing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREpUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEWMUSTMEETTHEREQUIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665.7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 THECOUNTYENT O UIILDINGYPERMIT NUMBER ATOTHERIrOPNLEFTOOFDTHISESTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOTISSUEDWITHIN60CALENDARDAYSFROMTHEDATEABOVE FES—%c J y R CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: , e) - % 3 Documented Construction Value: S Job Address: F=t. Historic District: Yes No Parcel ID: 17-20-31-502-0000-0yt o Wyndham Preserve Lot 471 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person: Sher ne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email: Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite.200 Resident of property? City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd, Suite 124 City, State Zip: Lake Mary, FL 32746 Fax: 407-647-0700 No State License No.: CGC1522347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: 20 South Maple Street, Suite 150 Fag: City, St, Zip: Ambler, PA - E-mail: sives@mulhemkulp.com Bonding Company: NA Mortgage Lender: Address: Address: NA 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 mast be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that -date: P Edition (2014) Florida Building Code Revised: June 30, 2015 w ) ^ $ 1) 34 Permit Application SD - s :3 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. a,- Signature of Owner/Agent Date Signature of Contractor/Agent Date Robert Willets Print Owner/Agent's Name Print Contractor/Agent's Name 3-1 " --k/1 a,,, Signature of Notary -State of Florida Date Signature of tr13 BAfii ate D . NOTARY PUBLIC STATE OF FLO111Comm# GG`l 1 aeF Ne Expires /6/2112021 Owner/Agent is Personally Known to Me or Contractor/Agent is V Personally Known to Me or Produced ID Type of 1D Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical W Mechanical 5jr Plumbinga Gas[] Roof Construction Type: Y6 Occupancy Use: 7.3 Flood Zone: - 4 Parr Ac.HEy Total Sq Ft of Bldg: 7i3 J Min. Occupancy Load: # of Stories: Z New Construction: Electric - # of Amps Plumbing - # of Fixtures '= Fire Sprinkler Permit: Yes No [3 # of Heads APPROVALS: ZONING: UTILITIES. ENGINEERING: 04TI: Z-13- l8 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. - 711. yme. W-6 Va{acJeC- S, C179- Fire Alarm Permit: Yes No E] WASTE WATER: BUILDING: IF 3•2,l-1$ Revised: June 30, 2015 ___ _ _ _ _ _ _ _ _ _ .. Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: L Documented Construction Value: S 1'19. -1-14- Job Address: Historic District: Yes No Parcel ID: 17-20 31-502-0000-oLh o Wyndham Preserve Lot E--1 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo El Change of Use Move Description of Work: Construct New SFR Plan Review Contact Person:. Shayne Mangel Title: Permit Coordinator Phone: 407-708-0161 Fag: 407-647-0700 Email; Shayne.mangel@starlighthomes.com Property Owner Information Name Starlight Homes Florida, LLC Phone: 407-708-0161 Street: 1405 Old Alabama Road, Suite 200 Resident of property? City, State Zip: Roswell, GA 30076 Contractor Information Name Starlight Homes Florida, LLC/Robert Willets Phone: 407-647-3700 Street: 1064 Greenwood Blvd. Suite 124 City, State Zip: Lake Mary. FL 32746 Fag: 407-647-0700 No State License No.: CGC1622347 Architect/Engineer Information Name: Mulhem & Kulp Phone: 215-646-8001 Street: .20 South Maple Street, Suite 150 Fax: City, St, Zip: Ambler, PA E-mail: sives@rnulhemkulp.com Bonding Company: NA Mortgage Lender: NA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO . YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application. is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5ih 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 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 a,- s -IT Signature of Contractor/Agent Date Robert Willets Print Contractor/Agent's Name Signature of-9tdMffPl6r1nW3 _ Vate o NOTARY PUBLIC STATE OF FLORID Comm# GG11311 t Expires 612112021 Contractor/Agent is t/ Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: 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: Al- - WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30,2015.._.—_.._._.._. _ ... ________—._.._. _ ... ._—__..._.__._.__. _ .. Permit Application.__ City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 3950 Saltmarsh Loop Property Owner: Starlight Homes Florida, LLC Parcel identification Number: 17-20-31-502-0000-0410 Phone Number: 407.647.3700 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ON Y Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain [—]floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-723 Reviewed by: Michael Cash, CFM Date: February 13, 2018 Application for Paved Driveway, Sidewalk or Walkway(2 Including Right -of -Way Use & J J Y FL877- Landscaping in Right -of -Way wwwsanfordfl.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 landsca aim rovements within the city right-of-way. It does not a rove an work within an other trYYPPtYPPYY jurisdiction's right -of -*ay. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbetareyou ft 1. Project Location/Address: 39SO :SWt+ "Y'S h 2. Proposed Activity: 0 Driveway X Walkway Other. 3. Schedule of Work: Start Date 4. Brief Description of Work: Construction Of New SFR Completion Date nEmergency Repairs This applicatio s t by: PAY Ount ' n Signature: Print Name: Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Phone: (407) 708-0161 Fax: 407-647-0700 Email: Shayne.manget@stadighthomes.corn Date: Maintenance Responsibilidesllndemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pernittee 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 Requestoes expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have re a nd)rstand the above statement and by signing this application I agree to its terms. Signature: Date: 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: _ 2 -113 -U (8 Date: rmvemoer zuia ROW Use Drrveway.pdf REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 2,. 5 -1 % two-eProjectName: Wyndham Preserve -Lot 41 Project Address: b 150 !FZ)1*-Mur16h Sanford FL 32771 Building Permit #: Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. 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. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Print N wnedfenant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Willets Pi t N e of Gen. Contractor Signature of Gen. Contractor CGC1522347 Gen. Contractor License # eft &-derbroyK Print Name of El. Contractor ignature El. Contractor ff 00awQ o El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on _/ / Rev. 02/10/15) LMTED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: a,- 5-1 % I hereby name and appoint: Amy Lacey, David Lacey, Amanda Smythe an agent of: Starlight Homes Florida, LLC Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): Ga' The specific_permit and application for work located at: Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Willets State License Number: CGC1522347 Signature of License Holder: )o STATE OF FLORMA COUNTY OF Seminole The foregoing instrument was acknowledged before me this day of 2001, by Robert Willets who is ersonally knot to me or o who has produced as identification and who did (did not) take an oath. Shayne Mange1 - 90 1 a v NOTARY PUBLIC Signature ESTATE OF FLORIDA GG113111 ne hcE xe 0 Expires 6/2112021 print or tye name Notary Public - State of Commission No. My Commission Expires: Rev. 08.12) THIS INSTRUMENT PREPARED BY: ArMY t..c CLyName: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124 lake Marv. FL 32746 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 9070 Pe 543 (1P9s) CLERK'S : 2018013848 RECORDED 02/06/2018 11:26:40 AM RECORDING FEES $10.00 RECORDED BY ,ieckenro Parcel ID Number. 17-20-31-502-0000- O,{tp The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Wyndham Preserve. PB 81 Pas 93-102 Lot 44 Address: 39 50\i-tr na,lr t, C np ,-,ra F--i 13 GENERAL DESCRIPTION OF IMPROVEMENT: Construct New SFR OWNER INFORMATION: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200, Roswell, GA 30076 Fee Simple Title Holder (rf other than owner) Name: NA Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1064 Greenwood Blvd Suite 124, Lake Mary, FL 32746 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: NA Address: In addition to himself, Owner Designates NA of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless adifferentdateIsspecified) 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. Und Ides of perjury, I declare that 1 have read the foregoing at to a be n wledge and belief. t'Y1\chC er'e•Signeturo Florida Statute 713.13(1)(9):' The owner must sign the notice of commencement and no one ela State of 't" L County of The foregoing nstrument was acknowledged before me this day of tl by Who Name of pe making statement OR who has produced Identification type of Identification produced: Shayne Mangel oNOTARY PUBLIC STATE OF FLORIDA Comm# GG113111 Notary Signature cs Expires 6/21 /2021 CO O N CO O REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # BUILDING PERMIT Min Max Ins ection Description 10 Foundation/Formboard Survey 10 V Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1 1000 Final Insulation 1000 1 Final Single Family Residence Address: 2A G, c,4t nAP Sit Ter+:•,_.tt.' FJLEC^RICyAI':,}PER1vIIT via G..._... _ _ _ Yv _Y.' _ ,';.• •y•,,.'.'. !. .,i'^5- . E_w ;.°_w ,o . '•'S:"t. ,1'}_:_.:1'°-a a'ef. Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final i BRE-1.1 Max Inspection DescriptionMin 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MFCIiA NT^IC PERIVI IT~ t:'= '`'` Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 ENVIRONMENTS FOR,`ji° SITE 10: 367766 LOT: 41 BLOCK HOUSE 39W STREET: SALTMARSH LP CRY: SANFORD STATE: FL ZIP: 32TT1 COUNTY: SEMINOLE ACCOUNTIR 909STAFL BUILDER: STARLIGHT HOMES SUBDIVISION: WYNDHAM PRESERVE COMMUNITY: WA PLAN: NOP 1011612017 PROGRAM: HERSI100% TESTER: EFL IEOC: 2W9 CLIMATE ZONE PROPERTY OWNER: PROPERTY ADDRESS: 39M SALTMARSH LP, SANFORD. FL 32TT1 TEST: BLOWER DOOR RESULT. PASS TESTER: Om Revolle DATE: 0&2=16 Ptum0Yt0IR San TEST NAME CORRECTION NEEDED BUILDER VERIFIED RATER VERIFIED NIA' 5.1 Attie Acau Panel (futly gasketed and Insulw x 52 Attic dm Stair(fully oekstod and losutstad x 5.4 Recenul Lignting FbtMee (ICAT IaOelod and ssalod to a x 5.5 Wnole-Muse Fen OnsulaNd gaskeftd to the opening; x 7.3 Finan air ventbtlon installed per pmgfam • en x swat Door BO T- 1 SO Actual Room Prmuts Teel BUILDING ORIENTATION PROGRAM VOLUME U. CODE VOLUME CU. PROGRAM SHELL CODE SHELL N 0 WA 15.677 0 0 PROGRAM CFM 50 . CODE CFM 50 PROGRAM ACH 50 CODE ACM 60 . PROGRAM of Shell CODE of Shol 0 11.829 7 1.334 5.11 Matey Mel Bdtn 0 Sdfm 2 0 Berm 3 0 Sam 6 0 Rm 1 0 Rm3 0 Dow 0 SOIm 4 0 Rm2 0 CO Debcmm Eneigy Stu Oua M ul nme? Effabnt Ugvft P 7 x 60 or> OI Honfwbul Lights Must Be CFL Or LED x Low Flow Feutens, ToOsb em7 x TMmmstn9 x Cert6lod Gram Plupw LevN Rsqudoe VWIaI Inspsdlott MedlanloM syftm Zoom Loatlon Manuhctumr HMO Ma" N Mooil62 Motlol03 Motle104 SYSTEM 1 WATER NEATER GARAGE AO SMITH ENT 50110 SYSTEM 2 WATER HEATER SYSTEM 3 WATER HEATER SYSTEM 4 WATER HEATER SYSTEM 1 FURNACE SYSTEM 1 HVAC OUTDOOR I UNIT OUTSIDE CARRIER CH14MB030 SYSTEM 1 HVAC INDOOR COIL SYSTEM 1 HVAC AMU (HEAT' PUMP INTERIOR CARRIER F84CNP030 SYSTEM 2 FURNACE SYSTEM 2 HVAC OUTDOOR UNIT SYSTEM 2 HVAC INDOOR COIL SYSTEM 2 HVAC AHU (HEAT PUMP SYSTEM 3 FURNACE SYSTEM 3 HVAC OUTDOOR UNIT SYSTEM 3 HVAC INDOOR COIL SYSTEM 3 HVAC AMU (NEAT PUMP) SYSTEM 4 RNACE SYSTEM 4 OUTDOOR UNIT HV!ACINDOOR L SYSTEM 1 COIL SYSTEM 4 HU (HEATUM RUILDING RPECIFICAT10NS BUILDING CHARACTERISTICS ASOESION-VALUES ASBUILT-VALUES COMMMENT OF BEDROOMS REM NA NA CEILING FLAT REM NA NA SEALED ATTIC REM NA NA VAULTED CEILING CREM NA NA FOUNDATION WALLS (REM)NA NA EXPOSED FLOOR REM NA NA ABOVE GRADE WALLS REM NA NA DUCT SUPPLY R-VALUE REM NA NA DUCT RETURN R-VALUE REM NA NA TEST: BLOWER DOOR RESULT: PASS TESTER: Om RmOt DATE: 08 2=18 BUILDING SPECIFICATIONS BUILDING CHARACTERISTICS AS DESIGN -VALUES ASBUILT-VALUES COMMMENT PROGRAMMABLE THERMOSTATS PRI YES WATER HEATER TYPE PRI CONVENTIONAL WATER HEATER FUEL TYPE PRI ELECTRIC WATER HEATER SIZE, EFFICIENCY 6 LOCATION PRI INFILTRATION HOUSE LKG ACH (REND NA Hip: 5.11 C1 : 5.11 ACH 30 PosaU FRESH AIR VENTILATION TYPE PRI AIR CYCLER VENTILATION FAN MANUFACTURER REM NA NA VENTILATION FAN MODEL s REM NA NA VENTILATION FLOW REQUIRED REM NA HA VENTILATION EQUIP. RATED CFM REM NA NA VENTILATION 0 OF FANS REM NA NA VENTILATION TIMER SETTING EACH FAN REM NA NA VENTILATION TIME - HRS/DAY SPECIFIED REM NA NA VENTILATION TIME SET BY HVAC CONTRACTOR - MINUTES PER HOUR PRI FRESH AIR VENTILATION FAN WATTS REM NA NA MEASURED FAN WATTS OR PER MANUFACTURER'S SPEC'S PRI INTERIOR % OF CFVS PRI INTERIOR % OF PIN43ASEO PRI EXTERIOR FIXTURES % PRI GARAGE FIXTURES % PRI DISHWASHER PRI REFRIGERATOR PRI FOUNDATION TYPE PRI SLAB TYPE RI SLAB AREA RI SLAB DEPTH PRI SLAB FULL PERIMETER RI SLAB GRADE PRI FLOW RING PRI HEATING REM NA NA COOLING REM NA NA AIR -SOURCE HP REM NA NA WATER HEATING REM NAI NA TEST. DUCT BLASTER RESULT: PAN TESTER: Om RmOt GATE: 01110'XMIB TOTAL CONDITIONED FLOOR AREA I 0 1,12E WA 80 FT) DUCT LEAKAGE TO OUTSIDE % TARGET TOTAL DUCT LEAKAGE % TARGET 0.00% 12.00% SYSTEM 1 SO FT. SERVED (CFI) 0 1,82E POST CONSTRUCTION SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 0 1+0 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE 39 SYSTEM 1 DUCT LEAKAGE TO OUTSIDE InMly% 2.14% CFM21) TARGET (CFM2$) ACTUAL (% OF CFA) ACTUAL SYSTEM 1 TOTAL DUCT LEAKAGE 0 219 SYSTEM I TOTAL DUCT LEAKAGE SYSTEM I TOTAL DUCT LEAKAGE (% OF NaN% 000% CFYRS) TARGET (CFM21) ACTUAL CFA) ACTUAL SYSTEM 2 80 FT. SERVED (CFA) 0 0 SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE SYSTEM 2 DUCT LEAKAGE TO OUTSIDE CFMN)TARGET 0 0 ( CFMMACTUAL (% of cFp ACTUAL SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE SYSTEM 2 TOTAL DUCT LEAKAGE (% OF CFM21) TARGET 0 0 ( CFM26) ACTUAL CFA) ACTUAL SYSTEM 3 80 FT. SERVED (CFA) 0 0 SYSTEM 3 DUCT LEAKAGE TO OUTSIDE SYSTEM 3 DUCT LEAKAGE TO OUTBID SYSTEM 3 DUCT LEAKAGE TO OUTSIDE CFM2/) TARGET 0 0 ( CFM25) ACTUAL (% of CFA) ACTUAL SYSTEM 3 TOTAL DUCT LEAKAGE 0 0 SYSTEM 3 TOTAL DUCT LEAKAOE SYSTEM 3 TOTAL DUCT LEAKAGE (% OF TEST: •DUCT BLASTER RESULT: PASS TESTER: DM RweOt DATE: 08 22016 CFM23) TARGET . (CFM26) ACTUAL CFA) ACTUAL SYSTEM ! 80 FT. SERVED (CFA) SYSTEM 4 DUCT LEAKAGE TO OUTSIDE 0 0 SYSTEM 4 DUCT LEAKAGE TO OUTSIDE SYSTEM I DUCT LEAKAGE TO OUTSIDE CF1623) TARGET (CFM28) ACTUAL (% OF CFA) ACTUAL SYSTEM TOTAL DUCT LEAKAGE SYSTEM 4 TOTAL DUCT LEAKAGE SYSTEM 4TOTAL DUCT LEAKAGE (%OF CFMQS) TARGET MIMI (CFM28) ACTUAL . CFA) ACTUAL BUILDING SPECIFICATIONS BUILDING CHARACTERISTICSAS DESIGN •VALUES AS BUILT •VALUES COMMMENT DUCT LEAKAGE TO OUTSIDE REM NA OA2d CF.M23.I CF.A TOTAL DUCT LEAKAGE REM NA 0M2 CF•M23 / CF,A FLOW RING PRI FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Wyndham Preserve Builder Name: Starlight Homes Street: 3950 Saltmarsh Lp Permit Office: City, State, Zip: Sanford, FL 32771 Permit Number. Design Location: Jurisdiction: Dud Test Time: Post Construction Duct Leakane Test Results CFM25 Dud Leakage Test Values Line System Outside Dud Leakage 1 System 1 39 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 dm25(Out) 5 Total House Duct System Leakage Sum lines 14 39 Divide by 1826 Total COnaidonea F1W Area) 0.0214 (Qn,Out) I hereby certify that the above dud testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section R403.2.2. Oipita02Revel* Ou0eWOave21 EOTRBiarRecord: CN=Dave Revatte. O-Topaudd NOnla Servrncea, OU, Printed Name: ave ReJ IIL owee.com, c=us RESNET #: 4311088 Date: 08/ 22/2018 Dud tightness shall be verified by testing to Section 803 of the RESNET Standards by an Q'iV STq. energy rater certified in accordance with Section 553. 99. Florida Statutes. y O Ar v` a COo WS J Building Official: Date: Thank you for allowing TopBuild the opportunity to provide the above services for you. Please feel free to contact me with any questions. 3677NEFL RESNET Home Energy Rating Standard Disclosure For horse located at: Lot 41 3950 Saltmarsh Lp, Sanford, FL 32771 City: Sanford 1. X The Rater or Rater's employer is receiving a fee for providing the rating on this home. State: FL 2. X In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself X D. Training for sales or construction personnel E. Other (specify below) 3. R The Rater or Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. R The Rater or Rater's employer is a supplier or installer of products, which may include: Installed In this home by: OR Is In the business of. HVAC Systems Rater Employer Rater Employer Thermal Insulation Systems Rater Employer Rater Employer Air sealing of envelope or duct systems Rater Employer Rater Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc.) Rater Employer Rater Employer Other (specify below): Rater Employer Rater Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_Industry_National_HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this homeis available from the rating provider. Dave Revelle Rater's Printed Name ' Rater's Signature RESNET #: 4311088 Certification # August 22, 2018 Date RESNET Forth 0300-2 REM/Rats - Residential Energy Analysis and Rating Software 04.5.1 This information does not constitute any warranty of energy cost or savings. 01985-2014 Architectural Energy Corporation, Boulder, Colorado. 38778BEFL I.'If(?TIIl MI`Mf!-NATIM4!rf1T1At4.If?MT)t Ill" [In. IIII:IIIIIrit'1If; 111ti:] tsulic QI'` elrA! IMUMT, 511-:_II( 1111Ji' IILRIIdr=.:IIIIIIli-lltill Up- If i',A I U1 I 110 ;I I U UZ-;IIIll 1Ur=.1(Illllir%ilmm), l1 :,l1[ILIU (IIHIUte so Is - FINAL BOUNDARY SURVEY 0 WYNDHAM PRESERVE 3 11 LOT 41 0 .• SaPB81, PG 93) ty 0 0 0a yj U L J Ql SAL TMARSH LOOP o b 50' RIGHT-OF-WAY 4m o z PRIVATE ROAD) c o ASPHALT PAVEMENT S 89*40*51" W 555.98' 119.98' c m o CENTER LINE PCP 3 PCP 2' CONC CI a, CURB o c F7R d O f J 6.0 0 v ' v ; c 0• O W , 3 LOT 40 c 0l 6.0 SURVEY NOTE: NO SOD AT TIME OF SURVEY. s Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE% City of Sanford, Seminole County, Florida. Front 25' Rear = 20' Side 5' rLB:Uce ed monk LEGEt M-.AOUSSO-Access/Drainage/Utilities/SidewalkL8-Licensed usiness 8FP-Backflow Preventer Sight Distance Easement S -Survey PRM Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L -Florida Power & Light P -plat FFE -Finish Floor Devotion 0. . -Deed Book Water Meter O.R.-Official Records Book Da -Water Valve P.B. -Plot Book Ilf--Fore Hydrant Pg. -Page RC® -Reclaimed Water Meter Elev. -Elevation RC04-Reclaimed Water Valve Cone. -Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk EI -Electric Box FFE-Finished Floor Elevation 0-Utility Pole CI -Curb Inlet Guy Pole GTI -Crate Top Inlet Light Pole P.U.E.-Public Utility Easement E--Guy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride 0 -Storm Sewer Manhole NCS -No Comer Set (Falls in Water) G -Sanitary Sewer Manhole SF -Square Feet DfHo -Electric Handhole O.U.E. -Drainage/Utility Easement COO -Clean Out FMGD-MAG NAIL & DISK A^.VD4-Irrigation Control Valve P.K. -Parker Kolon Nail p -Sign SIR -Set 1/2' Iron Rod L87768 wD4-Cate Water Valve SPKO -Set P.K. do Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod L87768 1 -Existing Grade FIP -Found 1/2' Iron Pipe L87768 a -810w-off Valve FPKD -Found P.K. Nail & Disk LB7768 --—Drainage Flow Direction FCM -Found 4"x4' Conerete Proposed Design Grade Monument PRM LB7778 As-Suitt/Existin Grade Note: Some items in above leaen 0 may not be ODDlicable P.C.IOrder No. CONCRETE SIDEWALK -\ r9'40'51 "E 40.00' opd CONCRETE CO /C DRIVEWAY N 16.0' Z— S/R 10' UTILITY p EASEMENT(P) 2 STORY RESIDENCE tW O 3950 SALTMARSH g LOOP FFE = 29.30 2 9cn LOT 42 o; , 10.1 PAAD 4 LOT 41 in AREA _ ------ 4,680 S.F. +/- SIR I dn_ nn' pvc,IS89'40'51 "W F7R NCE LOT 45 SURVEYOR' S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or obstruct GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights - of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey Is limited to above ground visible Improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of WYNDHAM PRESERVE% City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1" - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone " X" DESCRIPTION: LOT 41 according to the plat of " WYNDHAM PRESERVE" as recorded in Plat Book 81, Page 93 of the Public Records, City of Sanford, Seminole County, Florida Last Date or k-ield survey: 08 14 18 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my. supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors do Mappers in Chapter 5d-17, Florida Administrative Licensed Business NO. LB 7768 code, pursuant to n 472.027,• Florida Statutes. / GeoPoint Surveying, Inc. Mmes D. Leviner LS6915 Drawn: RCA Chocked: JDL 6fis P.C.: Data File:tonE st-Plat ORIDA PROFESSIONAL SURVEYOR do MAPPER NO. .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 08/15/18 Owg:eAs,onEmt-1ot41 Order No.: ^ FO SFAI OF A FLORInA LICENSED SURVEYOR ANn MAPPFR SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: or CITY OF D SkNFORD FIRE DEPARTNIFINT Building & Fire Prevention Division PERMIT APPLICA TION Application No: f — .d Co ;3 Documented Construction Value: $ 45,000 Job Address: 3950 Salt Marsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-0410 Residential Commercial Type of Work: Newt Addition Alteration Repair Demo[] Change of Use Move Description of Work: Temp power pole Plan Review Contact Person: Brandon Gibbs Phone:407-630-0119 Fax: Name Starlight Homes FL LLC. Title: Director Email: brandon.gibbs@reedcm.com Property Owner Information Street: 1064 Greenwood Blvd., Ste 124 City, State Zip: Lake Mary, FL 32746 Phone: 407-708-0163 Resident of property? : No Contractor Information Name Brandon Gibbs Phone: 407-630-0119 Street: 146 West Plant Street, Ste. 240 Fax: City, State Zip: Name: n/a Street: Winter Garden, FL 34787 City, St, Zip: I Bonding Company: Address: n/a State License No.: EC13008106 Architect/Engineer Information Phone: Fax: E-mail: 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 YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. FF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 6t° Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Due Print owner/Agent's Name Signature of Notary -State of Florida Date 1--7a , '- ". f Signature of Contractor/Agent I D&O?9e„ c•nc on Gigs s§ Print Contractor/Agcat's Name g S 011 Uuw/ c w Signature of N a orida to f' i z M R M Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID i BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: . Flood ,one: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:, New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes - No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1. 2019 Pemtit Application IY OF SXITNFORD FIRE DEPARTMENT PERMIT NO. CONTRACTOR: JOB ADDRESS: TYPE OF WORK: Building & Fire Prevention Division T-Pole Permit Card Post this permit in a conspicuous location outside Leave all work uncovered until inspected and approved Approved plans must be posted with permit for ins ection 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 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 FBC1053.3 REVISED: 447 Inspection Line: 407.792.6069 or $55.541.2112 CITY OF SANFO BUILDING & FIRE PREVENTI PERMIT APPLICATI D Application No: 18-72-3 Documented Construction Value: S 6>8 Job Address: 345o Sczk;f eme, s k LQ)c)O Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: o) ae-ILk lncu e =! - Co-[ 141 Plan Review Contact Person: P(a.n.5 0,e -O b 4 bLi; I cl`ed- Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name R lU -i. Pf t_t..u-6t n ct Phone: - L 13 - 3 3 Street: _ C 01 J9 c k vy%c n lglg Fax: - 'o - y City, State Zip: _Car-f c• ndo, (2- 32,82,Y- State License No.: O- C. 02,0314Z Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOt PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST I RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAI FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation I commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructi in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, poo furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: Th Edition (2014) Florida Building Code Revised: Jwrc 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may found in the public records of this county, and there may be additional permits required from other governmental entities such as wal 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 requiiinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalue. of the job at the time of submitlTheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction val 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 n be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Ageni's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 3 L9- f Signature of Contractor/Agent Date Print Contrnctor/A is Ne 3-zc-c Signature of Not ry-State of Florida WORM EXPIRES: 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 - # of Amps Plumbing - # of Fixtu Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application aFF12M I 3125, 20ili 10 507 State Road 52 123 Miller Bachman Road Established 1973 er Road _ I VaNco, FL 33594 - / `. Orlando, FL 32824 i www.RJKfelty.com ludson, FL 34669 407-855.2636 I State License # CF-00227.863-5486 813-NI-0707 R.J. KiELTY Page: 10 PLUMBING • HEATING 6 COOLING Proposal Date: 712612017 Proposal No: 717-13528 prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Voyager -1826 Lake Mary FL 32746 No Propose hereby to furnish material and labor - complete in accordance with specifications below for the Sum aft $6,850.00 3ayment to be made as fellows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days VI materials guaranteed to be as specified. All mpleted In a workman like manner according to standard practices. Any alteration or deviallo and will become anerdrachargeoverandabovetheeAttmate. A Tom specifications below InvoMng will be led only, upon vrtitten orders, agreements contingent upon sb* e to or del control. Owner to tire, tornado, and other necessary insurance. Our woAcers arefu y overed by workers compens n Insumnc IN 30 D Y AUTHORIZED SIGMA THIS PROPOSAL MAY BE WITHDRAWN IF NOT ACCEPTED We hereby submits sUmates for: A4ester Bath UP 1 Shower Sterling Accord 60x34 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated I Lav By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath Up Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Tub 1 ToiletGerberMaxwell 219121.28 White Elongated 1 tav By Builder With Moen Chateau 64925 Chrome Faucet Porrder Bath 1 Toilet, Gerber MaxWdII21; 9121.28White Elongated 1 Lev Gerber Maxwell 22- 514 Pedestal Wdlts With Moen Chateau 64925 Chrome Faucet latches 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box I Dishwasher Hook Up Ullarles 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE. Baddilling•Included For Sewer & Water Only (Slab Baekfiinng By 0111ere) Saddlow Preventers Included EwCUSIONS NO Permit Fees Included Water Piping In: CPVC 4W Sevier Allowance; Additional $12 per foot 401 Water Allowance: Additional $3 par foot Applies to any direct contract between an owner contractor (RJK) - Notice of Lien laws - Florida Statutes 713.001.713.37. Acceptance of Proposal - The hereby accepted. You are authorizedtodotheworkasspecified. Payment will be made I s above prices, specifications and oondiftwarcsatisfactoryandoutlinedabove. I agree topayreasonableattorneysfeescourtcostsintheeventof legal action. A monthly ser Ace charge of 1 112% will be added after 0 days, Any sewer taps deeper than 4112 feet or requires baddoe or dewaterirg will be an extra charge. SIGNED > 1-0 A Y 1 n DATE OF ACCEPTANCE & PAGE 2: Branch: Hudson Last Edit By: lest Edit Date: 7IZ712017 J CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 18 `733 Documented Construction Value: $ _ )4 + 7a Job Address: Dq,5)Saff ry)g (h , y) Historic District: Yes No Parcel ID: Residential Commercial Type of Work: Nl_ei4 Addition Alteration Repair Demo Change of se Move Description of Work: WA-L) 1_cj n o rnr\ , Y! ) l(-, p Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name Phone:467- Iny-17-3 7 Street: tla4 Resident of property? City, State Zip: ,nI U M4Y Contractor Information pNameP- 1 Phone: 14(i 7 (aLt(0 `8r7nr) Street: Fax: City, State Zip: W Lnf-P r Ltd, r-) 3)Mt State License No.:,E- 22J 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 OFCOMMENCEMENT. 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 constructioninthisjurisdiction. 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: 5i° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 1 , S NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 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 O%vner/Agent's Name Signature of Notary -State of Flonda Date rIgnature of Contractor/Agent Date bra Pri i antraetor/Agent's Name 1Z Signature of Notary -State of Florida Date rv s PAMELASTERNUS Commission ® GG 110622 a a Expires August 1, 2021 FOirtOPA a& -do RaBudWNWgSCM- Owner/Agent is Personally Known to Me or Contractor/Agent i Personally Known to Me or Produced ID Type of ID Produced ID T pe of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 2015 Permit Application A, a , APR 2 6 2018 CITY OF S FORD FIRE DEPARTA.4EUT Building & Fire Prevention Division PERMIT APPLICATION Application No: a -7 9 J Documented Construction Value: Job Address: S'(YYif-1' L Historic District: Yes No© Parcel ID: o 1 `Joa -com ---c)14 ) O Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move 1 — _ Description of Work: D I I Q 1z Plan Review Contact Person: (2 0N-,V( %e_,kk(J Title: Flkec- /I-Ct1"Yl. Phonen -? j'j y Fax: (4 o (9-P - !S90 Email: CO YIrI l fC EnCY< I l • "Y. Property Owner Information Name Street: I 0 (. e l li 2)S`i _ C111.1 City, State Zip: Lcuw 10 o-N 07- '3 Jl L4 Phone: Resident of property? : 0-T) nnc: ontractor Information Name C\(— Phone: L 7- Street: . ' Fax: City, State Zip: - kCA k& C 3GO I D State License No.: 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: 61° Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate 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 Signature of Contractor/Agent Dart: C. I Pri ntractor/Agent's Name 6 tgnature of Notary -State of Flori a date lea* % NM,Vmet,,11, e of Florida Cp r_ • MG 146896 E1 Contractor/Agenrsonally Known to Me or Produced ID Type of ID BELOW IS FOROFFICE 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application J CITY OF SkNFORD FIRE DEPARTMENT Building & Fire Prevention Division PERMIT APPLICATION 3ApplicationNo: t tS C, Documented Construction Value: $ 45,000 Job Address: 3950 Saltmarsh Loop Historic District: Yes[]Noa Parcel ED: 17-20-31-502-0000-0410 Residentiala Commercial Type of Work: New AdditionQ Alteration Repair Demo[] Change of Use Move Description of Work: Electrical wiring, 150 amps, underground slab, rough, and trim Plan Review Contact Person: Brandon Gibbs Title: Director Phone: 407-630-0119 Fax: Email: brandon.gibbs@reedcm.com Property Owner Information Name Starlight Homes FL LLC Street: 1064 Greenwood Blvd., Ste. 124 City, State Zip: Lake Mary, FL 32746 Phone: 407-708-0163 Resident of property? : n/a Contractor Information Name Brandon Gibbs Street: 146 West Plant Street, Ste. 240 City, State Zip: Name: n/a Street: City, St, Zip: _ Winter Garden, FL 34787 Bonding Company: n/a Address: Phone: 407-630-0119 Fag: n/a State License No.: EC 13008106 Architect/Engineer Information Phone: Fax: E-mail: 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 YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be Inscribed with the date of application and the code In effect as of that date: 6th Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of OwnedAgent Date Print OwnedAgent'a Nome Signature of Contractor/Agent Fires rani\ Q bbs Print ContractodAgem'a Notne Signature of Notary -State of Florida Date Signature of N tc of Florida AS"U" FAM oatm Vmlic . State of Flortdr r Commisdon a GG 1%66S w w My Cam. Gcplrer Jun a, m21 ft*d thrw0 wli" IbtuyAmr. i Owner/Agent is Personally Known to Me or Contractor/Agent is erso pe! nally Kn to Me or Produced ID Type of ID Produced 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: January 1, 2018 Permit Application RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION M Florida Department of Business and Professional Regulation - Residential Performance Method l' Project Name: Lot 41 - 1826 SR Builder Name: Starlight Homes Street: 3950 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford • FL , 32773 Permit Number. # 1 8 2 3 UOwner. I-AWN1I - Jurisdiction: QMDesignLocation: FL, Sanfor County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types(2406.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1111.50 ft' b. Concrete Block - Int Insul, Exterior R=4.1 915.77 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 379.02 ft' 4. Number of Bedrooms 3 d. N/A R= ft' 5. Is this a worst case? No 10. Ceiling Types (1139.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1139.00 ft' 6. Conditioned floor area above grade (ft') 1826 b. N/A R= ft' Conditioned Floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(154.0 sqft.) Description Area a. Sup: Attic, Ret: Floor 2, AH: Floor 2 6 365.2 a. U-Factor: Dbl, U=0.34 113.00 ft' SHGC: SHGC=0.26 b. U-Factor: Dbl. U=0.58 41.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems 8. Floor Types (1139.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 739.00 ft' b. Conservation features EF: 0.950 b. Floor over Garage R=19.0 400.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 55.51 PASSTotalBaselineLoads: 57.42 1 hereby certify that the plans and specifications covered by Review of the plans and c-fttE STgr this calculation are in compliance with the Florida Energy specifications covered by this IVOs ' _ ,FOB Code. calculation indicates compliance the Florida Energy Code. eO PREPARED BY: with Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. ry with the Florida Energy Code. COD tyE1 J OWNER/AGENT: - 50 aw -Mnnilb4aD BUILDING OFFICIAL: DATE: 21011" DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSIIRESNET/ICC 380, is not greater than 0.030 On for whole house. 1/18/2018 3:47 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Lot 41 - 1826 SR Bedrooms: 3 ' Address Type: Street Address Building Type: User Conditioned Area: 1826 Lot # 41 Owner Name: Total Stories: 2 Block/Subdivision: Wyndham of Units: 1 Worst Case: No PlatBook: Builder Name: Starlight Homes Rotate Angle: 0 Street: 3950 Saltmarsh Loop Permit Office: Seminole County Cross Ventilation: No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL. 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1826 15677.4 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Floor 1 739 6872.7 Yes 4 0 1 Yes Yes Yes 2 Floor 2 1087 8804.7 No 0 3 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 : Floor 1 97.3 ft 0 739 ft' 0 0 1 2 Floor over Garage Floor 2 ---- ---- 400 ft' 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1274 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1139 ft' N N 1/18/2018 3:47 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Floor 2 30 Blown 1139 ft' 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 E Exterior Frame - Wood Floor 2 13 40 9 8 1 329.4 ft' 0 0.25 0.6 0 2 E Exterior Concrete Block - Int Insul Floor 1 4.1 40 9 9 5 383.7 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 4 N Exterior Concrete Block - Int Insul Floor 1 4.1 8 0 9 5 75.3 ft' 0 0 0.6 0 5 W Exterior Frame - Wood Floor 2 13 40 9 8 1 329.4 ft' 0 0.25 0.6 0 6 W Exterior Concrete Block - Int Insul Floor 1 4.1 20 6 9 5 193.0 ft' 0 0 0.6 0 7 S Exterior Frame - Wood Floor 2 13 28 0 8 1 226.3 ft' 0 0.25 0.6 0 8 S Exterior Concrete Block - Int Insul Floor 1 4.1 28 0 9 5 263.7 ft' 0 0 0.6 0 9 N Garage Frame - Wood Floor 1 13 40 3 9 5 379.0 ft' 0 0.25 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Floor 1 None 39 3 6 10 20.5 ft' 2 Wood Floor 1 None 39 2 10 6 10 19.3 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 3 None Low-E Double Yes 0.34 0.26 N 8.0 ft' 1 ft 0 in 1 ft 0 in None None 2 N 3 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 4 It 0 in None None 3 W 5 None Low-E Double Yes 0.34 0.26 N 15.0 ft' 1 ft 0 in 1 ft 0 in None None 4 S 7 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 5 S 8 None Low-E Double Yes 0.34 0.26 N 30.0 ft' 1 ft 0 in 11 ft 0 in None None 6 S 8 Vinyl Low-E Double Yes 0.58 0.25 N 41.0 ft' 1 ft 0 in 11 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 400 ft' 400 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000382 1829 100.41 188.84 3432 7 1/18/2018 3:47 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 30 kBtu/hr 900 cfm 0.7 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft' DUCTS Supply -- Return — Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 365.2 ft Floor 2 91.3 ft2 Prop. Leak Free Floor 2 cfm 54.8 cfm 0.03 0.50 1 11 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolingan j ]Feb (( Mar A rE Ma [X Jun Jul rX Au Se Oct Nov Dec Heatin Jan (X] Feb [X Mar Apr May [ Jun Julri Aug Sepn E i Oct X Nov DecJXJVentinJan [ J Feb X Mar X A r Ma [ 111 Jun Jul Au Se X Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/18/2018 3:47 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 3950 Saltmarsh Loop, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood. Exterior R=13.0 1111.50 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 915.77 ft2 3. Number of units, if multiple family 1 c. Frame - Wood. Adjacent R=13.0 379.02 ft' 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1139.00 ft2 6. Conditioned floor area (ftq 1826 b. N/A R= ft2 7. Windows- Description c. WA R= Area ft= a. U-Factor: Dbl, U=0.34 11. Ducts 113.00 ft' a. Sup: Attic, Ret: Floor 2, AH: Floor 2 R fl' 6 365.2 SHGC: SHGC=0.26 b. U-Factor: Dbl, U=0.58 41.00 ft3 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor. N/A ft2 a. Central Unit 30.0 SEER:14.00 SHGC: d. U-Factor: N/A ft' 13. Heatingsystems kBtu/hry Efficient ySHGC: a. Electric Heat Pump 30.0 HSPF:8.20 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 739.00 ft2 a. Electric EF: 0.95 b. Floor over Garage R=19.0 400.00 ft' c. N/A R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building TttE Sp Construction through the above energy saving features which will be installed (or exceeded) %00 = grFo in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. r„„ 't=°;: y°„ o Builder Signature: 'Y Q Date: h Address of New Homer O S(jkA_Sna4S6 Lzmo City/FL Zip: ` wr- Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/18/2018 3:47 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 41 - 1826 SR Builder Name: Starlight Homes Street: 3950 Saltmarsh Loop Permit Office: Seminole County City, State. Zip: Sanford , FL, 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation iceiling/soffit nanydropped /soffit ppgthe insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls• The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above - garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of Floor framing and extends from the bottom to the lop of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Bait 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 o4o4ng and wiring. Shower/ tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/ phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of ICC400. 1/ 18/2018 3:47 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot 41 -1826 SR Builder Name: Starlight Homes Street: 3950 Saltmarsh Loop Permit Office: Seminole County City, State, Zip: Sanford, FL, 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1826 sq.ft. Cond. Volume: 15677 cu R. Envelope Leakage Test Results Regression Data: C: n: Sinale or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) ' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0. (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures: 3. Interior doors, if installed at the time of the test, shall be open: 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the lest, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: OF THE S-r AV a 1/18/2018 3:47 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING"CONSTRUCTION' Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 41 - 1826 SR Builder Name: Starlight Homes Street: 3950 Saltmarsh Loop Permit Office: Seminole County City, State. Zip: Sanford , FL. 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Required Duct Leakage from (Qn,out) FORMR405-2017 Duct Leakaae Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1826 House Duct Total Conditioned Floor Area) System Qn,out)" Leakage Tested On (Out) must be less than or equal to the required On (Out). I certify the tested duct leakage to outside. On, is less than or equal to the proposed duct leakage On specified on FORM R405-2017. SIGNATURE: PRINTED NAME: Test Rater DATE: 1 /18/2018 1/18/2018 3:47 PM Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: y0& g1lE STq7 O Q fill, cOD WE' EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 Project Summary Job: Starlight -Wyndham wrightsoft' J • 7 Date: 6/1612017 Entire House Energy Air, Inc Plan: 1826 S Voyager 5401 Energy Air, Cl Orlando. FL 32810 Phone.407-888.3729 Email: GRenner®energyairmm V*b: v woenergyairmm Project• • For. Lot 41 -1826 SR, Starlight Homes 3950 Sallmarsh Loop, Sanford, FL 32773 Notes: Weather. Orlando Executive AP, FL, US Winter Design Conditions Outside db 44 OF Inside db 70 OF Design TD 26 OF Heating Summary Structure 16187 Btuh Duds 2141 Btuh Central vent (30 dm) 847 Btuh Outside air Humidification 0 Btuh Piping 0 Btuh Equipment load 19175 Btuh Method Construction quality Fireplaces Area (ft2) Volume (fV) Air changesihour Equiv. AVF (dm) Infiltration Simplified Average 0 Heati1877 Coo1877 16161 16161 0.50 0.26 135 70 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 grAb Sensible Cooling Equipment Load Sizing Structure 14769 Btuh Duds 3174 Btuh Central vent (30 dm) 578 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swin multiplier 1.00Equipmentsensibleload18521 Btuh Latent Cooling Equipment Load Sizing Structure 3073 Btuh Ducts 579 Btuh Central vent (30 c(m) 887 Btuh Outside air Equipment latent load 4540 Btuh Equipment Total Load (Sen+Lat) 23061 Btuh Req. total capacity at 0.70 SHR 2.2 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NBO300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 8.2 HSPF Efficiency 11.7 EER,14 SEER Heating input Sensible cooling 20020 Btuh Heating output 28600 Btuh @ 470F Latent cooling 8580 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual airflow 899 dm Actual airflow 899 dm Airflowfactor 0.049 dmBtuh Airflowfactor 0.050 dmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.80 Capacity balance point = 35 OF Backup: Input = 5 kW, Output =16034 Btuh,100 AFUE Soldrnalk values have been manuallyoverttdden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right-Sui"Uni%ersal 2017 l7.0.28 RSU17013 2018-Jan-1815:46:32 Page 1 iCiCP. — Spedfiditndham Preservell.ot 41 -1826 SR rup Calc - MJ8 Front Door faces: N wrightsoft• Manual S Compliance Report Entire House Energy Air, Inc 6401 Energy Air, Ct, Orlando, Fl. 32810 Phone:407-888-3729 Email: GRenner®energyaircom Web: vmw.energyaicoom For. Lot 41 -1826 SR, Starlight Homes 3950 Saltmarsh Loop, Sanford, FL 32773 Design Conditions Job: Starlight -Wyndham Date: 611612017 air Plan: 1826 S Voyager Outdoor design DB: 92.6°F Sensible gain: 18521 Btuh Entering coil DB: 76.6°F Outdoor design WB: 75.9°F Latent gain: 4540 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 23061 Btuh Indoor RH: 50% Estimated airflow: 899 dm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer. Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow. 899 cfm Sensible capacity: 20927 Btuh 113% of load Latent capacity: 5192 Btuh 114% of load Total capacity: 26119 Btuh 113% of load SHR: 80% Design Conditions Outdoor design DB: 44.2°F Heat loss: 19175 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer. Carver Model: CH14NB0300000A+FB4CNP030L Actual airflow. 899 dire Output capacity: 28600 Btuh 149% of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 899 ctm Output capacity: 4.7 kW 84% of load Temp. rise: 50 OF Meets all requirements ofACCA Manual S. t 2018 Jan 181 wrightsoft• Rght-Su teersa ®Unhl201717.028 RPage age 1Pape 1ACCA .- SpeofidWyndham PreservelLot 41 - 1826 SR rup Cale MI8 Front Door faces: N wrightsofte Duct System Summary Entire House Energy Air, Inc 5401 Energy PIr, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email. GRenner®energyaicmm Web: w% energyaicoom For. Lot 41 -1826 SR, Starlight Homes 3950 Saltmarsh Loop, Sanford, FL 32773 Job: Starlight -Wyndham Bate: SM612017 Plan: 1826 S Voyager Heating Coding External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.143 in/100ft 0.143 in/100ft Actual air flow 899 dTn 899 dm Total effective length (TEL) 196 ft Name Design Btuh) Mg dm) Clg drrl) Design FIR Diam in) H x W in) Duct Mail Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Laun c 693 2 35 0.263 4.0 Ox 0 VIFx 6.4 100.0 Lon c 1903 94 95 0.268 6.0 Ox 0 VIFx 4.5 100.0 ba2 c 122 4 6 0.255 4.0 Ox 0 VIFx 9.6 100.0 br2 c 1621 36 81 0.249 5.0 Ox 0 VIFx 12.6 100.0 bra c 1466 70 73 0.242 5.0 Ox 0 VIFx 15.5 100.0 foyer h 2784 137 73 0.171 7.0 Ox 0 VIFx 18.3 145.0 st5 Idt-faro h 3821 187 183 0.147 8.0 Ox 0 VIFx 40.7 150.0 SM Idt-fan-A h 3821 187 183 0.143 0 Ox 0 VIFx 45.7 150.0 SW robe h 795 39 35 0.189 4.0 Ox0 VIFx 28.3 120.0 stl m br c 1766 79 88 0.198 6.0 Ox 0 VI Fx 21.4 120.0 SO par h 703 34 15 0.150 4.0 Ox 0 VIFx 31.9 155.0 sty Wie c 401 18 20 0.195 4.0 Ox 0 VIFx 23.6 120.0 st1 Wc3 h 239 12 11 0.236 4.0 Ox 0 VIFx 18.6 100.0 Trunk Htg Clg Design Veloc Diam H x W Dud Name Type dm) dm) FIR fpm) in) in) Material Trunk SO PeakAVF 136 144 0.189 538 7.0 0 x 0 VinlFlx s14 PeakAVF 375 365 0.143 477 12.0 0 x 0 VinlFlx st2 st2 PeakAVF 375 365 0.143 477 12.0 0 x 0 VinlFlx st3 PeakAVF 171 88 0.150 490 8.0 0 x 0 VinlFlx st5 PeakAVF 171 88 0.150 490 8.0 0 x 0 VinlFlx st3 BddrIft is values have been manua0yoverridden C 2018 Jen 181 wright5o• RP ight-Suite® Universal 201717.0.28 RSU17013 age ftIPage 1ACCA - Specifidwyndham Presem%Lot 41-1826 SR.rup Celc= WS Front Door faces: N Name Grille Size (in) Htg dm) Gg din) TEL M Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Dud, Mat! Trunk rb3 Ox 0 899 899 0 0 0 0 Ox 0 VIFx 2018-Jan-1815:46:32 wrightsoft' Right Suite®Un1wrsal 20l7 l7.0.2$ RSU17013 page 2 ACZK ._ SpeoldWyndham PreserwtLot 41 -1826 SR.rup Calc= We Front Door feces: N 4'vr I rvrw F 12.6 137 cfm 8 x4 foyer 34 clin Job* Starlight -Wyndham Performed for: Lot 41 -1826 SR 3950 Sattmarsh Loop Sanford, FL 32773 10 x 10 187 a Rr_ 4" Level 1 garage Sup Riser 12" Energy Air, Inc 5401 EnergyAir, Ct Orlando, FL 32810 Phone:407-88&3729 wwwenergyair.com GRenner@energyaircom QDdD b Scale: 1 /8" =1'0" Page 1 Right WWOUniversal2017 17.0.28 RSU 17013 2018Jar-1815'.46 39 am Preser U of 41-1826 SR rup E GAVTR 3E CFM Sup Riser 8" a.. level 2 AHU ON METAL STAND 2.5 TON 240V /5KW HP 4" m br mPSBR 8x4 39 C PCIrn 8x4 20 CfM4" x6 Sup Riser 718x8 35Cfm L n4., \ 12" b2 r R 10x6l 14 x6 5" 81 Ctm C 8x4 WC3 a1, JVTR 6chn F 6" 4" 10 x6 95C6n 24x18 5.. 8x4 ass On 14x6 tOx6 12ctn 73 cfrn Loft br3 Job#: Starlight -Wyndham Energy Air, Inc Scale. 1/8 -10 Performed for: Page 2 Lot 41 -1826 SR 5401 EnergyAir, Ct RigW%ibe® 13 0173950 Saftmarsh Loop Sanford, FL 32773 Orlando, FL 32810 17. 0.28 SU10 Phone: 40M86,3729 resereeV_of 415 amP8SR rup wwwenergyair.com GRenner@energyaircom dJ s i gzG MAPA Z,vm DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side 5' WYNDHAM PRESERVE - LOT 41 PLOT PLAN PCPJ w LOT 40 irk menc SLEGEr4D:ADUSSD—Aeeess/Drainage/Writies/SidewalkrLB—Uc* LB —Licensed usinessed BFP—Backflow Preventer Si htg Distance Easement Survey PRM —Permanent Ref. Monument R —Reported PCP —Permanent Control PointISD —Description FP&L —Florida Power & Light P —Plat FFE —Finish Floor Elevation D.B.—Deed Book Water Meter O.R.—Official Records Book 04—Water Valve P.B.—Plat Book V—Fire Hydrant Pg.—Page RC® —Reclaimed Water Meter Elev.—Elevation RiCp4—Reclaimed Water Valve Cone. —Concrete Cable Box SP —Brick Paver m —Telephone Box SW —Sidewalk El —Electric Box FFE —Finished Floor Elevation 0-Utility Pole Cl—Curb Inlet Guy Pole GTI—Grote Top Inlet Light Pole P.U.E.—Public Utility Easement i--Guy Anchor RCP—Reinforeed Conc. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride o —Storm Sewer Manhole NCS—No Comer Set (Falls in Water) m—Sanitary Sewer Manhole SF —Square Feet MWO —Electric Handhole D.U.E.—Drainage/Utility Easement COO Clean Out FMGD—MAG NAIL do DISK XVD4—Irrigation Control Valve P.K. _Parker Kolon Nail I' —Sign SIR —Set 1/2" Iron Rod L87768 WD4—Gate Water Valve SPKD—Set P.K. & Disk L87768 Gas Meter FIR —Found 1/2" Iron Rod L87768 11—Existing Grade FIP —Found 1/2* Iron Pipe LB7768 C1—Blow—off Valve FPKO—Found P.K. Nail &Disk L87768 ^ --Drainage Flow Direction FCM—Found 4'x4' Concrete 10.0—Proposed Oesian Grade WYNDHAM PRESERVE LOT 41 PB 81, PG 93) SALTMARSH LOOP 50' RIGHT-OF-WAY PRIVATE ROAD) ASPHALT PAVEMENT S 89*40*51 " W 555.98' A CENTER V LINE 000' 2' CONC PCP EOGE OF PAVEMENT CURB ) PROPOSED PROPOSED 5' APRON I Q /-CONC SIDEWALK 40.00' 10' UTILITY o -0 [EASEMENT(P) I° --- - - O m 4,No PROPOSED CONC WALK 28.0 i PROPOSED 2 STORY RESIDENCE 1826 VOYAGER iW ELEVATION - S O>, GARAGE - RIGHT FFE = 29.3 w O O1 28.0 1:.o' 1 LOT 42 oPATIOo A/C • Oo jZ PAD O 10.0 1 w rn rn cn cn LOT 41 AREA = 4,680 S.F. f r S89'40'51 IV LOT 45 SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERnCAL DATUM OF 1929 (NGVD29). 4. Proposed grades dr finished floor elevations shown hereon are from the construction plan for `WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for "WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) 1G1 i C.. s_ r 'V X4 L. I P%8 vim r V9 kmittiih%ONLY) No. * a. ORIDA PROfESSIONAL•SURVEYOR dr MAPPER No. ..._.........5 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL O q N 3 'a II 41 c" 0cm W v_ ad 0 U J O, oo al L bZ 0c 171711 O m 00 n O v 3p 1a-IZ3 Zonlry DATE 3 11'( Ok to construct single family home with setbacks and impervious area shown on plan. 38.7 % ,vtP 1826i VOLAatee- S, G9- BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. LOT AREA CALCULATIONS LOT a 4.680 SQ.FT. LIVING AREA= 739 SQ.FT. GARAGE = 400 SQ.FT. ENTRY = 39 SQ.FT. DRIVEWAY = 478 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 46 SQ.FT. A/C PAD 9 SQ.FT. IMPERVIOUS= 38.1 X SOD = 2,bd9 SQ.FT. OFF LOT AREA CALCULATIONS R/W = 1.000 SQ.FT. APRON = 113 SQ.FT. SIDEWALK = 200 SQ.FT. SOD • = 126 SQ.FT. TOTAL AREA AREA = 80 SQ.FT. DRIVEWAY = 591 SQ.FT. SIDEWALK = 246 SQ.FT. SOD = 2.995 SQ.FT. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone "S" DESCRIPTION: LOT 41 according to the plat of "WYNDHAM PRESERVE" as recorded in Plat Book 81, page 93 of the Public Records, City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: (321) 270-0440 Fax: (813) 248-2266 Licensed Business No. LB 77W GeoPoint Surveying, Inc. Drawn: MTP I Checked: JDL I P.C.: Data File:erimanEast-Plat Date:1/22/18 Dwg:Oissonf l-w41 Order No.: - SEC. 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: - RECORD COPY ROM mnl P,ALL-61AlE5VrW CELECTRIC Starlight Homes 1826 Voyager LOAD CALCULATION December 12, 2017 1. HVAC LOADS (NEC 2014 - 220.82(C)(31- (41) ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 11. GENERAL LOADS (NEC2014-220.82(B)(I1-(411 LIGHTING 1826 Sq Ft @ 3VA/Sq. Ft 5.48 KVA Qty KVA Rating Total KVA 2 1.5 SMALL APPLIANCE CIRCUITS 3.00 KVA 1 1.5 LAUNDRY CIRCUIT 1.50 KVA I 5 DRYER CIRCUIT 5.00 KVA 5 STACK WASHER/DRYER 1 4.5 WATER HEATER (1) eV11O/qr, 4.50 KVA 4.5 WATER HEATER (2) 1 1.2 DISHWASHER SANFORO 1.20 KVA 1 0.8 DISPOSAL(1) p ogR E 0.80 KVA 0.8 DISPOSAL(2) 7.2 RANGE/OVEN (1) 1 12 RANGE/OVEN (2) 12.00 KVA 7.2 COOKTOP CIRCUIT 8 7 2 37.2 SUMMER KITCHEN/JENAIR ff 1 2.5 MICROWAVE CIRCUIT 2.50 KVA 4.8 JACUZZI TUB CIRCUIT 12 50AMP SAUNA/WHIRLPOOL 7.2 30AMP POOL CIRCUIT 14.4 60AMP POOL CIRCUIT 19.2 80AMP POOL CIRCUIT CONNECTED LOAD (GENERAL LOADS) 35.98 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.39 KVA SUB -TOTAL (GENERAL LOADS) )NEC 2014 - 220.82(B)l 20.39 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.39 KVA TOTAL DEMAND LOAD )NEC 2014 - 220.82(All 30.78 KVA MINIMUM SERVICE SIZE 128.24 AMPS RECOMMENDED SERVICE SIZE 150 AMPS Typical 150 Amp Electrical Diagram 1.50 Amp Main, 120V •/ 240V RECORD COPY Typical 150 Amp Interior Panel euIw,ti0 SANFORo o AgRTM t 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL 250.94 Intersystem Bonding Bridge Power Company Secondary Conduit & Wire 4 Bare Copper Per NEC 250.66 B Ground Clamp S_. ..------------ ! Concrete Encased Electrode Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: WP0041 - WP0041 MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Starlight Homes Project Name: W P0041 Model: 1826 S Tampa, FL 33610 4115 Lot/Block: 41 Subdivision: Wyndham Preserves Address: City: Sanford State: Florida Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 19 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date No. I Seal# Truss Name I Date 1 1 T12943753 1 All 1/12/18 118 IT12943770IV3 1/12/18 12 I T12943754 I A2 1 1/12/18 119 I T12943771 I V5 1 1/12/18 1 13 I T12943755 I A3 1 1 /12/18 I 1 I 1 I 1 I 1 1 I 1 14 I T12943756 I A4 1 1/12/18 15 I T12943757 I A5 1 1/12/18 16 I T12943758 I A6 1 1/12/18 17 1 T1 2943759 1 A7G 1 1/12/18 18 1T129437601 B 1 G E 1 1/12/18 19 I T12943761 162 1 1/12/18 110 1 T129437621 CJ1 1 1/12/18 111 I T129437631 CJ3 1 1/12/18 112 1 T129437641 CJ5 1 1 /12/18 113 IT129437651 EJ7 1 1/12/18 114 I T12943766 I EJ7G 1 1/12/18 115 1T129437671 HJ7 1 1/1.2/18 116 1T129437681 M1GE 1/12/18 117 1T129437691 M2 1 1/12/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. v1LD1,V6 SANFORD a OF'OARTM 1 g-723 ER P. R i No P cc SAE OF /• N,', 1118111111110N A Walter P. Rnn PE No.22639 MRek USA. Inc. R.Cert6634 6904 Parke East ON. Tampa fl 33610 Date: January 12,2018 Finn, Walter 1 of 1 Truss Truss Type Oty Ply WP0041 IJob T12943753 WP0041 A1G Hip Girder I 1 Job Reference (optional) aunuum rabiouume, r llrrrinl, MUM %dly, rf0rfal1 JJDOO 1.0.0 Sx8 = 5.00 12 4 a.1 JU s aep 1D ZUl / MI I eK industries, inc, t-n Jan 12 Ub:24:94 ZU1B rage I J638d3NKNz4S6e-i39MQ9b0EMvOGP9AP?wbDDG5A4rLNICoc7?6xRzwB 1 x 2x4 II axe = 4x6 = 18 19 5 20 21 6 22 23 7 4.3.11 Sx8 = 17 2x4 II 16 24 25 IS 26 14 27 73 28 29 12 11 5x8 3x4 Sx8 = 4x10 MT20HS = 2x4 II 3x8 = 2x4 11 Scale - 1 48 9 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber OOL 1.25 Rep Stress Incr NO Code FBC2017/fP12014 CSI. TC 1.00 BC 0.98 WB 0.80 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Well Ud 0.34 13-15 >980 240 0.64 13-15 >520 180 0.18 9 rVa We PLATES MT20 MT20HS Weight: 141 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2106/0.3.8, 9=2106/0-3-8 Max Horz 2=46(LC 27) Max Uplift 2=-688(LC 4), 9=-688(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 23=-4682/1520, 3-4=-4540/1539, 4-5=-5410/1845, 5-6=-5409/1845, 6.7=-4243/1452, 7-8=-4540/1538, 8.9=-4681/1520 BOT CHORD 2-17=-1362/4240, 16.17=-1362/4240, 15-16=-1344/4205, 13-15=-175615409, 12.13=-1756/5409,11-12=-1350/4239,9-11=-1350/4239 WEBS 4-16=-90/586, 4.15=-482/1464, 5-15=-525/323, 6-13=0/384, 6-12=-1432/474, 7-12— 316/1297 NOTES- 1) Unbalanced roof live loads have been considered for this design., 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.0ps1; h=15tt; Cat 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 688 lb uplift at Joint 2 and 688 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 206 lb up at 7-0-0. 111 lb down and 110 lb up at 9-0-12, 111 lb down and 110 lb up at 11-0-12, 111 lb down and 110 lb up at 13-0-12, 111 lb down and 110 lb up at 14-11-4, 111 lb down and 110 lb up at 16-11.4, and 111 lb down and 110 lb up at 18-11-4, and 210lb down and 206 lb up at 21-0.0 on top chord, and 340 lb down and 113lb up at 7.0-0, 85 lb down at 9-0.12, 85 lb down at 11-0-12, 85 lb down at 13-0-12, 85 lb down at 14-11-4, 85 lb down at 16-11-4, and 85 lb down at 18-11.4, and 340lb down and 113 lb up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the lace of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard Q WARNING - Va1Iy design Penitmeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. IMMIS BEFORE USE Design valid for use only vAth Mllek® connectors R* de*jn Is based only upon parameters shown, and Is loran Individual bolding component. not a truss system. Before use. Ile b ilditV designer must verity the or4AIcob111y of design p atantetefs and properly hicoiporalo "design Into the overall txBdhg design. Bracing Indicated Is to prevent buckling of InxdNkaat Inca web card/or chord members only. Additional letnporary and pernarent txcr tU MiTek' Is always re"od la slatxllty and to pxevent collapse with possNle pefsorel trtiuy and property damage. For general gudonco regcadlrtg Ile lalxlcatbrt, storage, dolNery, erection and bxacing of Inrssas and truss sysleins, secANSI/IPI I Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Bald. Safety Information avalk"o from Inm Rare Insltnne. 218 N Lee Street, StAte 312. Alexandr1a. VA 22314 Tempo, FL 33610 Job Truss Truss Type Qty Ply WP0041 Tt2943753 W P0041 Al G Hip Girder 1 1 Job Reference o tional tsuimers I-usisource, I amps, mans cfry, monaa ijooa o• • . F • •• • _^ ^ • • - -- - -- - - -- - - - - ID:5c7Af685PEIPxJ638d3NKNz4S6e-139MQ9b0EMyQGP9AP?wbpbG5A4rLNICoc7?6xRzwB 1 x LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-7=-54, 7.10=-54, 2-9=-20 Concentrated Loads (lb) Vert:4=-163(F) 7=-163(F)16=-340(F) 12=-340(F) 18=-111(F) 19_ 111(F)20=-111(F)21=-111(F)22— 111(F)23=-111(F) 24=-61(F)25=-61(F)26_ 61(F)27=-61(F) 28= 61(F) 29=-61(F) Q WARNING - V dry dotign pentmeto t and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE MIF7479 rov. ION3,W IS BEFORE USE - Design valid lot use only wllh MilekG ConnoCtors. [his design is based only t0)on Ixxamoters showntW . aIs la an Ondt*kKil lAdding component. not a fora system. Below use. the bLgclrng deslgnet must verify the applldaUUers lty ofdesignpalarnelandrxoly hncorlotale this design Into the overall tx/ding design. eracl ng Indicated is to prevent buckling of Individual Inter web and/of chord membets only. Ack llkxwl lemrxxary and permanenl bracing MiTek' Is always toguired for stability and to ixeveni collorze wlih p osSAe persona h*Ay and IxolxoM damage• ra general guidance tegarding me faL36-alkxn. slotage. delivery, erection, nns and btacinp oftrussesandIsystems. seeANSI/IPI I Guanty, Criteria, OSS-S9 and SCSI Building Component 6901 Padre East Blvd. fk East orn ussatetnshlufo, 218 N. Lee Street. Salta 312, AleRWtla. VA 22314 Safety Information avaIlatxe hMRaTon4a Job Truss Truss Type Oly Ply WP0041 T12943754 WP0041 A2 Hip 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek it 4x6 = 3x4 4x6 = 4 5 6 Inc. Fri Jan 12 06:24:35 2018 Page 1 kMziRgMpoM8TCR6F3xrnkfUuzwB 1 w Scale = 1:48.9 3xS = u 4x6 _ IV3x8 = 3x8 = 3x8 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 100 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS. 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 REACTIONS. (lb/size) 2=1087/0-3.8, 8=1087/0-3-8 Max Horz 2=58(LC 16) Max Uplift 2=-278(LC 8), 8=-278(LC 9) CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TC 0.60 Vert(LL) 0.1710-12 >999 240 MT20 244/190 BC 0.93 Vert(CT) 0.3710-12 >893 180 WB 0.25 Horz(CT) 0.09 8 n/a n/a Matrix-SH Weight: 129 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2104/1424, 3.4=-1846/1198, 4-5=-1681/1139, 5-6=-1681/1139, 6-7=-1846/1198, 7-8=-2104/1425 BOT CHORD 2.12=-1240/1894, 10.12=-1043/1877, 8.10=-1146/1894 WEBS 3.12=-282/432, 4.12=-310/508, 5-12=-342/246, 5-10=-342/246, 6- 1 0=-311/508, 7-10=-282/432 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140Mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsh h=15ft Cat. If: Exp C; Encl.. GCpl=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0.0, Extedor(2) 5-0.0 to 29-0.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 2 and 278 lb uplift at joint 8. la Q WARNING - Verily dedgn pwameton and READ NOTES ON THIS AND INCLUDED AUMK REFERANCE PAGE AID•7472 rev. 140=15 BEFORE USE Design valid for use orgy vAln MneW canneclers. Itnls do*p Is based orgy upon parameters shown. and is for an indlvIdual Ixdding component. not a buss system Belore use. Ito txdding designer must verity the appticalNily, of design paamelers and properly Incorpoiale this design Into ene overall txBdlrng design. Brachg Indicated Is to prevent budding of IndIvi dual truss web and/or ctnerd members only. AdcAllonat lern"ary cnd rxmnarnenl txacMU M iTek' Is always recpdred for slatAlty and to Ixevenl collopse Win posstible personal buy and peopony damage. rot general guldarao regarding the faLdcalbrL stoiage. dellvoiy, erection and bracing 01 IRMOS arnd tutus system& see:ANSI/IPI I Quality Criteria, DSS-S9 and SCSI Building Component 6904 Parke East Blvd. Safety Information ovalfc"e from Irtas Plate lrullide. 218 N. Lee Street. Sidle 312. Alexarndrla. VA 22314. Tarrga. FL 33610 Truss Truss Type City Ply WP0041 T12943755IJobWP0041A3Hip21 Job Relerence o tional Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:36 2018 Page 1 I D:5c7At685PEIPxJ638d3NKNz4S6e-fSG6rrcGmzCSVjJYXOy3vOLY2tebrfl54RUDOKzw8I v 1.0.0, 5•P-3 11.0.0 17.0.0 22.9.13 28.0.0 2&0 A 5.2.3 5 9.13 6.0 0 53 5 2.3 1.0.0 Sx8 = 4x6 = Scale = 1.48.9 3x6 = tJ rc ry o 3x6 = 20 II 30 = 30 — 3x8 = 20 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.12 12 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.22 12-13 >999 180 BCLL 0.0 Rep Stress Incr YES W B 0.42 Horz(CT) 0.09 7 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-SH Weight: 136 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural -wood sheathing directly applied or 3-9-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-5 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1087/0.3-8, 7=1087/0-3-8 Max Horz 2=70(LC 12) Max Uplift 2=-273(LC•12). 7=-273(LC 13) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2.3=-2213/1497, 3-4=-1669/1104, 4-5=-1492/1080, 5.6=-1670/1104, 6-7=-2213/1498 BOT CHORD 2-13— 1322/1986, 12.13=•1322/1986, 10-12=-784/1492, 9-10=-1225/1985, 7.9=-1225/1985 WEBS 3-12=-542/579, 4-12=-165/372, 5-10=-149/372, 6-10=•541/580 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psl; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpl=O 18; MWFRS (envelope) and C-C Comer(3) -1-0.0 to 5-2-3. Extedor(2) 5.2-3 to 29.0-0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 273lb uplift at joint 2 and 273 Ib uplift at joint 7. Q WARNING - verily design peemretere end READ NOTES ON THIS AND WCLUDED AIREK REFERANCE PAGE MD-7473 rev. 160M1S BEFORE USE. Design voild la use only wim Mllek® connectors, this design Is txtsed only upon Ix itanoters shown. and Is for on Individual bidding component not a truss system. Before use, the txlding designer must verity the apxlcablity, of design paanelors and rxoperly Incortoralo this design Into the overall building design. Bracing kxllcaled Is to prevent txtcMlrng of IndMdual truss web and/or chard members orgy. Addlllona leinpotary, aKJ peana ont txWng Welk' Is always regaled kx stability and to pevent collot)w wllh posAAe personal Iehey and 1xMorty danoge. for general guidance tegadhng the Iat)dcatlaix slomoo, delivery. etectlon and txacing of trusses and lass systems. secANS1/1PI I Quality Criteria, DSB-a9 and SCSI Bullding Component 6904 Parke East Blvd. Safety Information avdkMio from truss Plate Institute. 218 N. Lee Street. Stlte 312. Alexandria, VA 22314. Tarrga, FL 33610 Job Truss Truss Type Oty Ply WP0041 T12943756 W P0041 A4 Hip 2 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:37 2018 Page 1 ID:5c7Af685PE1 PxJ638d3NKNz4S6e-7egV38duXHK?7tu148TIRDueKHwla4MEJ5DmYmzwB 1 u 1.0.0, r 7.7.12 13-0.0 15 0.0 20.4.4 28.0.0 29 o•Q 1.0.0 7.7.12 5.4.4 2.0.0 5.4-4 7.7.12 1.0.0 4x6 = 4x6 = Scale = 1:48 9 6 4x6 = la is iV a 06 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 2x4 11 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 REACTIONS. (lb/size) 2=1087/0.3.8, 7=1087/0-3-8 Max Harz 2=81(LC 12) Max Uplift 2=-286(LC 12), 7=-286(LC 13) 30 = 3x4 = 3x4 = 2x4 11 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.88 Vert(LL) 0.17 2-13 >999 240 MT20 244/190 BC 0.75 Ven(CT) -0.26 2-13 >999 180 WB 0.52 Horz(CT) 0.08 7 n/a n/a Matrix-SH Weight: 132 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc pudins BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-2075/1367, 3-4=-1466/1019, 4.5— 1297/986, 5-6=-1466/1019, 6.7=-2075/1367 BOT CHORD 2-13=-1153/1840, 12.13=-1153/1840, 10-12=-639/1297, 9.10=-1059/1840, 7-9=•1059/1840 WEBS 3-13=-6/300, 3.12=-678/604, 4.12=-267/378, 5- 1 0=-267/378, 6.10=-678/604, 6-9=-6/300 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5-0-0, Extedor(2) 5-0-0 to 29.0.0 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint 2 and 286 lb uplift at Joint 7. 4L WARNING- Vedly desryn pamimters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE M1F7479 rev. 14W/2016 BEFORE USE Design vatkl for use oily vAm Mllek0 connectors. Ws design Is based only upon parameters shown. and Is lot anindividual building component. not a huts system. Bolote use. Ile building dodger must vedly Ile oAdicdbllly, of design ppxamoteis and ptoppeny Incorpoiale this design into Ite overdl building design. Bracrig Irdicaled Is to buakling of Individual miss wob and/or chord members orgy. Additional lernpotary and Mimarenl txocmg MiTek' preventIt always teed fa stability and to prevent collq)se with pwssnxe personal Infury and properly damage. lot genetd gtldmce regarding the 6904 Parke Easl Blvd. lobdeallmstoiage. delivery. erection and txacMg of Inmes and Inrn systems. seeANSI/TPI I Quality Cdtedo, DSO-89 and SCSI BuIlding Component Tampa, FL 33610 SafetyIndonnaSonatvdiabiefromlamPlateinstitute. 218 N. Lee Street, Sidle 312. Alexadila. VA 22314. Job Truss Truss Type Oty Ply WP0041 T72943757 W P0041 A5 Common 7 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a.13o s sep 1 b zu 1 i Mt i ex Inaustrles, mc. rn aan 12 06:24:36 20i a rage i 10:5c7Af685PEIPxJ638d3NKNz4S6e-bgOtGXeW raSrkOSxer )X_ROnUh0yJ21 OXIZJ40zwB 1 t 1.0 0 r 6.9.3 14.0.0 21.2.13 28.0.0 29.0.0, 1.0 0 6.9-3 7.2.13 7.2.13 6.9.3 1.0.0 4x6 = 5.00 12 Scale: 1/4'=1' 3x8 = 30 = 3x6 = 3x4 = 3x8 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 20 SP N0.2 WEBS 2x4 SP No.3 SPACING- 2-0.0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 REACTIONS. (lb/size) 2=1087/0-3-8, 8=1087/0.3.8 Max Horz 2=87(LC 12) Max Uplift 2=-292(LC 12), 8=-292(LC 13) CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.98 V@n(LL) -0.22 2-12 >999 240 MT20 244/190 BC 094 Vert(CT) -0.48 2-12 >690 180 WB 0.43 Horz(CT) 0.08 8 IVA Na Matrix-SH Weight: 123 lb FT = 201'. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2078/1686, 3.5=-1777/1487, 5.7=•1777/1487, 7-8=-2078/1686 BOT CHORD 2-12=-144211873, 10.12=-760/1221, 8-10=-1450/1873 WEBS 5-10=-422/598, 7.10=-435/595, 5.12= 422/598, 3.12=-435/595 NOTES- 1) Unbalanced roof live loads have been considered lot this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cal 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0.0, Extedor(2) 5-0-0 to 14-0=0, Corner(3) 14.0-0 to 20.0.0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psl. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 2 and 292 lb uplift at joint 8. 0 WARNING • V01W design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE NO.7473 mv. I&MMIS BEFORE USE. Design vaiks for use only wtlh Mllok®conneclois. ltris cWJM Is based only upon paameters shown. and Is lot a1 lndt%ftKI b ulding component. nol o buss system. Bolero use. the bulldiro do-4ner must vodfy the MAlcabllly of design ixuamelors and rxoperly Mogxxote this dosign Into the overall indicated is to b tndWuat truss web and/or chard members only. Addillorwl temporary and permanent txcr_trV MOWblicIngdesign. Bracing rxevent uckttnrl of is always required fa stoMlty and to ixevenl edlgxe vAth possible personal Wray and properly damage. for general guidance reWdIng ate tabrlcalkxs, stora0e. delivery, erection and bralchV of hoses and truss systems, seeANSIfTPI I Quality Criteria. DS8-89 and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Iros Plate fruBkde. 218 N. Lee Street. Suite 312, Atexamdrk-L VA 22314. Tempo. FL 33610 Job Truss Truss Type Oly Ply WP0041 T12943758 WP0041 A6 Roof Special 1 1 Job Reference o konal Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MITek Industries, Inc. Fn Jan 12 06:24:38 2018 Page 1 ID'5c7Af685PEIPx i638d3NKNz4S6e-bgOtGXeW IaSrkOSxeftX_RQrlhESJzwOXIzJ4DzwB 1 l 1.0 Or r 6.4-8 9.10.0 0 8• 14.8.4 19.0.0 22.3 5 28-0-0 -0- 1.0.0' 6.4.8 3 5.8 1f] 4.0.4 4-3 12 3.3.5 5.8.11 1.0.0 4x6 = 4x6 = 4 5 2x4 11 Sx8 = Scale - 1.49 7 3x8 = 15 14 - 12 11 3x8 = 2x4 11 3x6 = 3x4 = 3x8 = 3x4 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 073 Ven(LL) -0.19 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 084 Vert(CT) -0.41 9.11 >818 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC20i7/TP12014 Matrix-SH Weight: 142lb Ff=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1087/0-3-8, 9=1087/0-3-8 Max Horz 2=63(LC 12) Max Uplift 2=-263(LC 12), 9=-321(LC 13) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-2131/1645, 3.4=-1748/1406, 4-5=-1683/1418, 5-6=-1884/1502, 6-7=-1884/1502, 7-8— 1834/1438, 8.9=-2098/1703 BOT CHORD 2-15=-1390/1898, 14-15=-1390/1898, 12.14=•1113/1749, 11-12=-1049/1662, 9-11=-1457/1890 WEBS 3-14=-437/519, 4-14=-946/1152, 5-14= 837l717, 5-12=-1421279, 6-12=-264/232, 7-12=-266/295,7-11=-244/382,8-11=-292/500 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C: Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1.0.0 to 5-0.0, Extedor(2) 5.0-0 to 9.10.0, Corner(3) 9-10-0 to 25-0-0, Exlerior(2) 25-0-0 to 29-0-0 zone; cantilever left and right exposed; end vertical left and right exposed,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 263 lb uplift at joint 2 and 321 lb uplift at joint 9. 0 WARNING- Vodfy design peramersre and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE MIF7473 mv. 144/122015 BEFORE USE. Design valid for use only elm MlleM conneclors. This design is based only ul»n paromelers shown. and Is lot an Indlvidral lxAding component. not a truss system. Wrote use. the buildhle designer must verify the apdkat%I fy of design paramoters and properly hncotpaato this design Into the overall building design. Braehng fndlcaled is to rxevent bxaatng of IndIvid al Iruss web and/or chord members only. Additional tem"ary and permanent bracing MiTe k' is always regr4cd for slabtilty and to provonl collapse with posWe persond h11Lay anxi IxMx+rH damage Fot gernetal gltlarlce tegardlrg the kibdcatlort, storage, doltvory, erection atxl btadna of trusses and Inrss systems. seeANSI/IPI I Quality Criteria, DS8-89 and 8CSI Subdi ng Component 6904 Parke East Blvd. Safety Information avallabo Rom dross Rate Institute. 218 N toe Street. Stile 312. Alexarxlria. VA 22314. Tampa. FL 33610 Truss Truss Type Oty Ply WPOO41 T12943759IJobWP0041A7GRoofSpecialGirder11 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fn Jan 12 06:24:40 2018 4x6 = 4.0.4 3x6 = 15 13 12 11 3xi2 MT20HS WO MT20HS — Sx8 = 3x4 = 7x10 = 2x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.1 Except' 9-14: 2x6 SP M 26 WEBS 20 SP No.3 Scale = 1.50.8 CSI. DEFL. in poc) I/dell Ud PLATES GRIP TC 0.80 Vert(LL) -0.31 12.13 >999 240 MT20 244/190 BC 0.91 Vert(CT) -0.57 2-15 >582 180 MT20HS 187/143 WB 0.92 Horz(CT) 0.13 9 rVa n/a Matrix-SH Weight: 148 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2.0.5 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. REACTIONS. (Ib/size) 2=1636/0-3.8, 9=2494/0-3-8 Max Horz 2=-63(LC 32) Max Uplift 2=-451(LC 8), 9=-787(LC 9) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3= •3476/967, 3-4=-3172/916, 4.5=-3132/912, 5-6=-5492/1718, 6-7=-5452/1750, 7-8=-5825/1851,8-9=-5622/1759 BOT CHORD 2-15=-890/3158, 13-15=-1310/4710, 12-13=-1595/5492, 11-12=-1568/5140. 9-11=-1568/5140 WEBS 3-15=-326/243, 4-15=-614/2179, 5-15=-2646/888, 5-13=-406/1074, 6-13=-266/237, 6-12=-586/431, 7-12=-493/1879, 8-12=-217/367, 8-11=-368/172 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 451 lb uplift at joint 2 and 787 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 260 lb down and 206 lb up at 21-0.0 on top chord, and 1453 lbdown and 459 lb up at 19-9-8, and 340 Ib down and 1131b up at 20-10.15 on bottom chord. The desigrVselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1.4_ 54, 4.5_ 54, 5-7— 54, 7-10= •54, 2.9=-20 Q WARNING- Verify design perernefers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rov. 11106M1S BEFORE USE Design valkl for use only vAth Mllek® connectors. This design Is based only upon paamelers shown, and Is rot an Individual buld0tg component. not a truss system. Before use. lho bulldinlg designtai musl vferify lho appplkpablity of dosign patamoleis and rropeiy lntcorppeale this design Into the overall buldlrlg design. BraCN Indicated Is to rreveni buckling of IndlvkAtal truss web and/ot chord members only. Additional tampofary and permanent b itr_In1g MiTek Is always tecluked fe stability and to prevent collapse with possible personal Injury and properly damage. for general guidance tegatding the rabilcotion, slotoge, delivery. election arid bracing of trusses and truss systems xpeANSI/TPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Perks East Blvd. Safely Information available trom truss Plate Insllkde, 218 N. Leo Street, Suite 312. Alexandda. VA 22314. Tanpa. FL 33610 Truss Truss Type Qry Ply WPOO41 IJob T12943759 WP0041 A7G Roof Special Girder 1 t Job Reference (optional) muuaers rfrstaource, r ampa, mane terry, rlonaa JJ556 a.130 s 5ep 15 2017 MI I eK Industries, Inc. Fn Jan 12 06:24:40 2018 Page 2 ID:Sc7Af685PE1 PxJ638d3NKNz4S6e-YOW dhCgnpCfZ_KcKmG 1?3sW AkUvpnLsg?3SQ95zwB 1 r LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 7=-163(8)12=-340(B)16=-1453(B) Q WARNING - VaAIY design peremefen and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MH-7472 rev. 186M1S BEFORE USE Design valid fa use only W ih MllekO connoctots. Inls design Is based only upon paometets shown. and Is for an Inllvldual Ixt9ding component. not a buss system. Before use. the tending designer i nusl verify the appllcablilN of design patamotand psaroperty incorporate this design into the overall building design. Bracing indicated Is to prevent uncaring of lrvJMdtral tnra web and/or chard members only. AddSlkxxd temporary aril permanent bractng MiTek' Is always tegUied for stability and to piovent collapse wllh possible personal tryray and popedy damage. For general guidance regadng he fabrication, storage, delivery, erection and bracing of Misses and Iftls3 systems. seeANSI/TP1I Quality Criteria, OSB-69 and SCSI Building Component 6904 Perks East Blvd. Safety Intarmation available from lntss Rate Institute. 218 N. Lee Street.Sulle 312. AleKandda, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply WPOO41 T12943760 WP0041 81GE Common Supported Gable 1 1 Job Reference o tional Builders FirslSource, Tampa, Plant City, Florida 33566 8.130 s Sep 15 2017 Mi I ex Industries, Inc. Fri .Ian 1 z 06:24:41 201 o rage r I D:5c7Af685PEIPxJ638d3NKNz4S6e-OP4?uYgPaVrObUBW J_YEc32V2uRkW?ggD18_hYzwB 1 q 1-a0 9.10.0 19.8.0 1-0-0 9.10.0 9.10-0 Scale = 1:34.4 06 = 3x4 = 17 16 is 14 13 12 11 3x4 = Sx6 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.00 1 rVr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.00 1 rVr 120 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 10 rVa n/a BCDL 100 Code FBC2017/TPI2014 Matrix-SH Weight: 88 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No 3 REACTIONS. All bearings 19-8-0. lb) - Max Horz 2=69(LC 12) Max Uplift All uplift 100 lb or less at jolnt(s) 10, 2, 15, 16, 13, 12 except 17=-11 l (LC 12), 11=-118(LC 13) Max Grav All reactions 250 lb or less at joint(s) 10, 2, 14, 15, 16, 13, 12 except 17=275(LC 23), 11=290(LC 24) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-17=-189/339, 9-11=-196/362 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=1511; Cat. 11; Exp C; Encl., GCpI=0.18; MW FRS (envelope) and C-C Comer(3) -1.0-0 to 5-0-0, Extenor(2) 5-0-0 to 9-10-0, Comer(3) 9-10-0 to 15-10.0 zone; cantilever left and right exposed; end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 20 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2.0-0 oc. 7) This truss has been designed for a 10 0 pst bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2, 15, 16, 13, 12 except (jt=lb) 17=111, 11=118. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. Q WARNING - Vedly deanpn parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGE MO.7473 rov. IM3,2015 BEFORE USE. Doggn valid for use only with MI lek®conneclors. n* design 6 based only upon paaneters shown, and is lot an individual buldhng coinponanl. not a truss systent. Before uso. If* building designer must verity the appBcablity of design pxxometeis and IMoperly hncapoloto thisdesign Into the overall building design. Bracing Wicated Is to pxovent buckling of IndlvkAal Miss web and/or chord members only. Additional temporary and permanent txcrJrvj M iTek' It always required for stability and to pxovenl collet w11h possible personal k*iry and property damage• for general guidance rogadng the labrlcatlon storage, delNery, erection and braking of (arises ax1 Miss systems. seeANSI/fPI I Quality Criteria, OSB-89 and BCSI Building Component 6904 Parka East Blvd safety IMormaton civcaadle from truss Rate 1nstRle, 218 N Lee Slr". Salte,312. AlexandtM, VA 22314. Tampa. FL 33610 Truss Truss Type Oty Ply WP0041 T12943761IJobWP004182Common31 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.130 6 Sep 15 2017 MITek Industries, Inc. Fri Jan 12 06:24:41 2018 Page 1 ID:5c7Af685PEIPx1638d3NKNz4S6e-OP4?uYgPeVrObUBWJ_YEc32PhuFOW zBgDj6_hYzwB 1 q 1.0.0 . 5.2.9 9.10.0 14.5.7 19.8.0 1.0 0 5.2.9 4.7.7 4-7-7 5.2-9 Scale = 1:33.3 4x6 = Ig bxe = LOADING (psf) TCLL 20.0 TCOL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.53 BC 0.95 WB 0.21 Matrix-SH DEFL. in Vert(LL) -0.17 Vert(CT) •0.37 Horz(CT) 0.04 loc) I/defl L/d 6-7 >999 240 6-7 >633 180 6 rVa n/a PLATES GRIP MT20 244/190 Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.5-3 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2.2.0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=718/Mechanical, 2=784/0.3.8 Max HorZ 2=69(LC 12) Max Uplift 6=-188(LC 13), 2=-213(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-1378/1316, 3-4=-1035/935, 4.5=-1035/971, 5-6=-1397/1357 BOT CHORD 2-7=-1138/1236, 6-7=-1143/1259 WEBS 4-7=-427/552, 5.7_ 404/605, 3.7=-382/582 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7.10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-5, Extedor(2) 5-0-5 to 9-10-0, Comer(3) 9-10-0 to 15-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Qt=lb) 6=188, 2=213. WARNING • VadQN dots nD paratnsrsro and READ NOTES ON iX15 AND INCLUDED MREK REFERANCE PAGE MIFT473 rov. I602M16 BEFORE USE. Design valid rot use only wllh tAlek® connectors It& design is based only tgon parameters shown. and Is la an Individual building component, not a trusssystem. Before uso. Ito building deslgnot roust verify the g>tNIcatAlly of Ueslgi paomelets ail properly incapotade Itnls design Into itte ovetall bedding design. Bracing Irn9caled Is to fxevent buckling of IndNklual truss web and/a chord members only. Additlaol temporary aril pe manenl bracing Welk' S always required lot stability and to ixevenf collgbse with possible personal Infuty and propoity damage. For genetal guidance regarding Brie lab ricallm storage, delivery, election and bracing of Misses and muss systems seeANSI/1P11 Quality CdlNrla, OSB-89 and BCSI Building Component 6904 Perko East Blvd. Safety Information available from buss Plate Institute. 218 N. Lee Street. Stlte 312. Alexandria. VA 22314. Tanga. FL 33610 Job Truss Truss Type Oty Ply WPOO41 T12943762 WP0041 CJl Jack -Open 6 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 S.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:42 2018 Page 1 I0:5c7Af685PEIPx.1638d3NKNz4S6e-UceO6uhILpzHDemilh3TSHbgZlpOFTIzSNxXD zwBip 1.0.0 1.0.0 1-0.0 1.0.0 Scale = 1:6 5 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) -0.00 3 rda n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 5lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/site) 3=-4/Mechanical, 2=121/0-3.8, 4=10/Mechanical Max Harz 2=30(LC 8) Max Uplift 3=-4(LC 13), 2=-66(LC 8) Max Grav 3=12(LC 8), 2=121(LC 1), 4=19(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=15fh Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 2 = 0% 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100lb uplift at joint(s) 3, 2. Q WARNING- Vedly doagn panmwtwt tnd READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M0.7477 rev. 1GG212015 BEFORE USE. Design valid fa use only vAln Mllek®conneclors. fMs c os Is based only upon parametersstown. and B lot an trialMdtwl bolding component. nol s rn aItusysle. Before use, Iho brAk6ng designer rnusl vedfy the apAlcablilly of design parameters and properly Mo poiato Ids clasign Into the overall building design. Bracing Indicated Is to pevent buckttrng of WMdtKd Inns web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to pevenl cotlatze wlm possible personal "and pofarty damage poi gonetai guldo nce regardng the fabilcatlort storage, delivery, etecllon and Lxactng of Inases and truss systems, SWANSI/IPI I Quality Criteria, DS"9 and SCSI Building Component 6904 Parke East Blvd. Safety Information avdktble fr6m Truss Rate Instilule. 218 N. lee Street. Srlle 312. Alexandria. VA 22314. Tanga FL 33610 Job Truss Truss Type Oty Ply P0041 T12943763 WP0041 CJ3 Jack -Open 6 1bJ`0 Reference o Uonal Builders FirstSource, Tampa, Plant City, Florida 33566 6.13o s Sep 16 zui / Mt i eK moustries, IOC. Fri Jan i z u6:24:43 2v 16 rage t ID:5c7Af685PEIPxJ638d3NKNz4S6e-yoBmJEtf6758roLuROaihU8rti7O_w77h 1 g4mOzwB 1 o 3.0.0 1.0.0 3.0.0 Scale = 1:10.8 2X4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Ven(LL) 0.00 2-4 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 009 Vert(CT) 0.01 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a We BCOL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 11 lb FT = 20°e LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=63/Mechanical, 2=178/0-3-8, 4=28/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-46(LC 12), 2— 63(LC 8) Max Grav 3=63(LC 1), 2=178(LC 1), 4=56(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C, Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at Joint 2 = 0% 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0.0 wide will fit between the bottom chord and any other members 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 0 WARNING. Veft design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE NIF7472 rev. 9402MIS BEFORE USE. Design valid for use ordy vAth Mllek® connectors this design Is nosed ordy upon paamelers shown. and Is for at IndMdual Ixddfrng component, not a truss system. Beforo use. the txdldhg designer must verity the, ap4)0co1Al1y of design pa sanelets and properly i ncorporale this design Into the overall bt9ding design. erucing Indicatod Is to bttcklirng IrKlNkdual tnrss web and/or chord members only. Additional lemWary and permanent bracing WOWpreventof Is always teci lred for staWlry and to ptovenl collail wilh rouble porsond"and lxolm" darnago. ror gonetal guidance tegaidi ng the 6904 Parke East Blvd. falxlcotbn, storage• doltvM. etecllon and bmcing of Musses and Mi55 systems, seeANSI/1PI I Quality Criteria, DSB-69 and SCSI Building Component Tarnpa. FL 33610SafetyInformationavaltablefromtrussPlateInstitute. 218 N Lee Slreel, Sudto 312, AlexanIft VA 22314. Job Truss Truss Type Oty Ply WP0041 T12943764 WP0041 CJ5 Jack -Open 6 1 Jo Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8. t su s aep 16 zu r r mi i eu uruumf.n u .cv.-r.a rres, a . rear c vvcv I raga ID:5c7Af685PEIPxJ638d3NKNz4S6e-yoBnUEif6758roLuROaihU8kXl4L_w? 7h 1 g4mOzw810 1 •a0 5-0- 01.0-a 5-0.0 3x8 = LOADING (pst) SPACING- 2- 0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 TCDL 7.0 Lumber DOL 1.25 BC 0.28 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3= 122/Mechanical, 2=247/0.3-8, 4=48/Mechanical Max Harz 2=91( LC 12) Max Uplift 3=-84( LC 12), 2=-67(LC 8) Max Grav 3=122( LC 1), 2=247(LC 1), 4=96(LC 3) FORCES. (lb) - Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. Scale a 1.14. 9 OEFL. In loc) Well Ud PLATES GRIP Vert(LL) 0.03 2-4 999 240 MT20 244/190 Vert(CT) 0.06 2-4 909 180 Horz(CT) 0.00 3 n/a We Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7. 10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511, Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder( s) for truss to truss connections. 5) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 0 WARNING . Var1Iy design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M07473 rov. IrY0. MIS BEFORE USE Design vaik1 for use only w101 MlleM connectors. Inls design Is based only upon Parameters shown. anal Is la an IrrdlivldtKl rAdk*V component. not a truss system. Before use. the building designer must verify the alxxioa%try of design parameters and properly Incapaato It& design Into Ira overall banding design Bracing Indicated Is to rxevent bucldlrrg of VKUMrKl Inns web and/or chard members only. Additional temporary and permanent bractiv MiTek' 6 always requhed lot stablllly and to ptevent collgno vAth posd)lo poisorxn htltay aid fxopeny damage rot general guklance regard hij the kilxkallon. staago, dolNery, erection and bracing of husses and Inns systems. seeANSI/1PI1 Quality Criteria. OSS-89 and SCSI autiding Component 6904 Parke East Blvd. Safety Information mailable from truss Plato Institute. 218 N. Lee Street Stlle 312. Alexandrkt. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty. Ply WPOO41 T12943765 W POO41 EJ7 Jack -Open 9 1 Job Reference o tional uuttaers t-irstbource, I amps, ream city, mortaa a:loao o. Iov a aep I cV r . mr r en rrruuoarea, 11— U." Vu..W. ID:5c7A1685PEIPxJ638d3NKNz4S6e-O 18XaIHtOD?SywS?66x0igpg6KZIMFGwhOelszwB I If i 1.0 0 7.0.0 7.0-0 3x8 = 7.0.0 7.an LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In loc) I/dell Ud TCLL 2 i.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.16 2-4 514 240 TCOL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.21 2.4 394 180 8CLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 rVa rVa BCDL 10.0 Code FBC2017fTP12014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=165/Mechanical, 2=318/0.3.8, 4=81/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-104(LC 12). 2=-83(LC 12) Max Grav 3=165(LC 1), 2=318(LC 1), 4=125(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale - 1 18.8 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 2046 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) -1-0-0 to 5.0-0, Exledor(2) 5.0-0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=lb) 3=104. Q WARNING. VM/y dodgn pararootora and READ NOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MIl-7Q3 rov. JAMMI5 BEFORE USE Design vaild for use only with Mllek® connectors. this design Is based only upon parameters shown. and is for an individual building component. not a truss system. Before use. the building designer must vorily Ile applk:abStty, of design rwrarnefers and ptoperly Incorporate this design into the overall buld[W design. Bracing Indicated is to prevent buickli ng of Individual Ifuss web and/or mend members only Additional temporary and permanent bracing MiTek' Is always required tot stob9lty and to prevent collapse with posstple lotsonal Irdray and proporiy, danage. For general guidance regardng the fabrication, storage. delivery, erection and Lxaci ng of larsses and Inrss systems. soeANSIffPI I Quality CrIledo. OSS-89 and SCSI Bullding Component 6904 Parka East Blvd. Safety Information available from Lucas Rate I silkae. 218 N. Lee Street. Su lte 312. Alexandria VA 22914. Tarrupa. FL 33610 Job Truss Truss Type Oty Ply WP0041 T12943766 WP0041 EJ7G JACK -OPEN GIRDER 1 2 Job Reference o tional tludders Flrsitwurce, I ampa, Plant City, Florida 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Fro Jan 12 06:24:45 2018 Page 1 ID:Sc7A1685PEIPxJ638d3NKNz4S6e-uBJWkwjvekLs45VHYpdAmvD6mVICSpEP8L98gJzwe I In 3-8-2 7.0.0 3-8.2 3-3.14 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. TCLL 2 I.0 Plate Grip DOL 1.25 TC 0.46 Vert(L-) TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) BCDL 10.0 Code FBC2017/TP12014 Matrix-SH 2x4 II 2x4 11 In (loc) Well Ud I PLATES GRIP 0.11 1-3 >749 240 MT20 244/190 0.20 1-3 >406 180 0.00 n/a n/a LUMBER- BRACING - TOP CHORD 20 SP N0.2 TOP CHORD BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 20 SP No.3 REACTIONS. (lb/size) 1=1120/0-3-8, 3=1473/Mechanical Max Horz 1=106(LC 8) Max Uplift 1=-298(LC 8), 3=-439(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:20.5 Weight: 63 lb FT = 20% Structural wood sheathing directly applied or 7-0-0 oc pudins. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with I Od (0.131 "x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6.2 rows staggered at 0-9.0 oc. Webs connected as follows, 20 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7.10, VUlt=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsh h=15ft; Cat. II, Exp C; Encl., GCpf=0.18; MWFRS (envelope); cantilever left and right exposed : end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, joint 3 = 0% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=298,3=439. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 698 lb down and 208 lb up at 2-0.12, and 698lb down and 208 lb up at 4.0-12, and 700 lb down and 206 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=-698(F) 5=-698(F) 6=-700(F) Q WARNING - Vedfr desfpn peremeton and READ NOTES ON THIS AND INCLUDED MlIEK REFERANCE PAGE M9-7473rev. rdA342015 BEFORE USE Design wild fa use only wl0n Mllek®connectas. Irgs desist Is based only upon parameters shown, and Is for an individual buldin0 coinponent, rot a trusssyslern. Before use. Ito b uilcIng dosl0rter must verify tho oltftlicability or design paanolois aid properly Incogtorale M design Into the overall trOdhng design Bracing indicated Is to prevent buckling of Indlvldtial trussweb and/of chord members orgy. AckAllonal temporary and permanent txaerng MiTek' is always rec"rod for slabUuy and to prevent collapse with possible personal"and property damage ra general guidance regamng the labxbolkbn, storage, delivery. erection and braclltg of musses and Inns sysleirm seeANSI/IPI I Quality Criteria, OSS-69 and SCSI Building Component 6204 Perk* Cast Blvd Safety Information avcLable from Inrss Rate Institute. 218 N. tee Sheol.Sullo 312. Alexandria, VA 22314. Tampa, FL 33610 Truss Truss Type Oty Ply WP0041 IJob T12943767 WP0041 HJ7 diagonal Hip Girder 3 1 Job Reference (optional) 01.111UMb rubtooume. Tampa, r•rant airy, rionua JJ300 a.1 Ju s bep 1 !) 201 / MI I ex Industries. Inc. 1-n Jan 12 05:24:45 201 B Page 1 Stale = 1:21.2 2x4 = - 11 5 5-B•0 4.2.0 LOADING (psi) SPACING- 2-0.0 CS1. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Ven(LL) 0.02 6-7 999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1 25 BC 0.41 Vert(CT) 0.06 6-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix•SH Weight: 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=107/Mechanical, 2=449/0.4.9, 5=328/Mechanical Max Horz 2=131(LC 22) Max Uplift 4=-75(LC 4), 2=-144(LC 4), 5=-99(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-760/223 BOT CHORD 2.7=-266/697, 6.7=-266/697 WEBS 3-7=0/303, 3.6=-763/291 NOTES- 1) Wind* ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=151t; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed: end venical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=144. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 80 lb up at 1-4-15. 64 lb down and 80lb up at 1.4-15, 29 lb down and 44 lb up at 4.2.15, 29 lb down and 44 lb up at 4-2.15, and 53 lb down and 92 lb up at 7-0-14, and 53 lb down and 92 lb up at 7-0-14 on top chord, and 2 lb down at 1.4.15, 2 lb down at 1-4-15; 19 lb down at 4-2-15, 19 lb down at 4-2-15. and 39 lb down at 7.0-14, and 39 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4- 54, 2-5=-20 Concentrated Loads (Ib) Ven: 8=42(F=21, B=21) 10=-91(F=-46, B= 46) 13= 39(F=-20, B=-20) Q WARNING- Vedly dedpn Perometem and READ NOTES ON THIS AND WCLUDED UMSK REFERANCE PAGE M0-7477 rev. 144KMIS BEFORE USE Design vaild for use only w 1h Mllek®conreclots. Ids design b txased o dy rq>on rwrameters stlown. and Is for an trWlNcpral Wildlno cernponeni. not a truss syslom. Before use. the Ixdld4rg daslgner roust vetify Ire g4AIcal mlryofdesignparameters owl ixopetly Incoipoiale Ids design Into the overall txeaing design. Bracing Indicated Is to rxevent bucldfrig of Individual truss web and/or trend members only. Additional temporary and permarenl txacing MiTek' Is always required Tor stalAity and to lxevont collapse wllh posSxe personai"cold ixop erty damage. Tor general guidance togaairlg the fabdcotkn storage, dellvery, erection and blacing of Inrsses and truss systerns. seeANSI/IPI I Quality Criteria, OSS-69 and SCSI Bulldng Component 6904 Parke East Blvd. Safety Information available from Ines Rate bull lute. 218 N. Leo Street. Suite 312, Atexandrid, VA 22314. Tampa, FL 33610 Truss Truss Type Oty Ply WP0041 T12943768IJobWP0041M1GEMonopitchSupportedGable21 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 a 130 s Sep 15 2017 Mf I ex industries, Inc. Fri Jan 12 06:24:4 r 20la rage 1 ID: 5c7AI685PEIPxJ638d3NKNz4S6e-rZRH9clAALbaJPeggEferKIWOJWgwiMictelvBzwB 1 k 1. 0.0 4.8-0 WO- 04.8-0 2x4 = 2x4 II 20 II LOADING ( psf) SPACING- 2-0.0 CST. TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 TCDL 7.0 Lumber DOL 1.25 BC 0.06 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2017/TPI2014 Matnx-P OEFL. in (loc) I/dell Ud Vert( LL) 0.00 1 n/r 120 Vert( CT) 0.00 1 n/r 90 Horz( CT) 0.00 5 We rVa LUMBER- BRACING - TOP CHORD 2x4 SP NO.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. ( lb/size) 5=45/4-8-0, 2=147/4-8-0, 6=197/4-8-0 Max Horz 2=93(LC 9) Max Uplift 5=-18(LC 9), 2=-55(LC 8), 6=-79(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-144/350 Scale = 1:14 2 PLATES GRIP MT20 244/190 Weight: 20 lb FT = 209b Structural wood sheathing directly applied or 4.8-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VUlt=140mph (3-second gust) Vasd=108mph; TCDL=4 2psh BCDL=3.Opsf; h=15It; Cat. II; Exp C; Encl., GCpl= 0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6. 0 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERANCE PAGE NIF7473 rev. raaMWIS BEFORE USF- Design valkl for use only with Mllek® connectors. Ms design Is based only upon parameters shown. and Is for an Individual bolding component, not a truss system. &:fore use. the Willi lg designer must verify the applicability of design porad property IhooiW ole this design into Ile overall building design. Bracing Indicated Is to prevent buckling of InclNkWcd buss web and/or chord members only. Additional lempotary and permanent bracing M iTek' Is always tegJted for stability and to prevent collapse with poss0xe porsoro0 k*iry and property damage. for general guidance regardfrhg to kirkatkrh, storage, dellvery. erecilon and tracing of Inssses and truss systems. seeANSI/IPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Perko East Blvd Safety IMormallon available from Truss Plate Iratlade. 218 N. lee Street. Srdle 312. Alexandria, VA 22314. Tamps. FL 33610 Truss Truss Type Oty Ply WPOO41 Tt2943769IJobWP0041M2Monopitch41 Job Reference (optional) Iduilaers Flrstsource, I ampa, Plant Lily, Florida 33566 6.130 s Sep 15 2Ul / MI I eK InauSUies, Inc, Fri Jan 12 0b:24:4/ ZU16 Page 1 ID:5c7Af685PEIPxJ638d3NKNz4S6e-rZRH9clAALbaJPeggEferKIR7JTNwj icfelvszwBlk 1-a0 4.8.0 I -N 4.8.0 Scale = 1.14.2 1 Sx8 STP = 2x4 If 3x8 = LOADING (psi) SPACING- 2-0-0 I CSI. DEFL. in loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Ved(LL) 0,02 2.4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Ved(CT) 0.04 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00I Horz(CT) 0.00 4 We We BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=143/Mechanical, 2=23810.8.0 Max Horz 2=93(LC 11) Max Uplift 4=-52(LC 12), 2=-84(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-119/280 PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20% Structural wood sheathing directly applied or 4-8-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed; end vertical left and right exposed:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. Q WARNING - Verily design pantmetere and READ NOTES ON THIS AND INCLUDED MlrEK REFERANCE PAGE M11-7473 rov. 10; UMIS BEFORE USE Design vaikl for use orgy with Mllok® connectors. 1hls design 6lxned only upon p iametefs shown. and Is for an Individual bolding component, not a lius system. Before use. Iho building doslgnei must verity the applicability of design paianetets and properly tncogorale this ctosign Into the overdl txmdhg design. Bracing frKlicated Is to prevent bmldkV of tndlvkluul IRm web and/ot chord membets only. AdUllorlal temporary and permanent btac ft MiTek' Is always rogWod lot stability and to prevent collapse with poslUe personal "and property damage roi genetd guidance regarding me fabticatlon, storage, delivery- erection and txacing of Iftmes and Inns systems, seeANSI/1PI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from lniss Rate InsOrtne. 218 N. Lee Sheet SUIe 312. Alexancida. VA 22314. Tompo, FL 33610 Job Truss Truss Type Oty Ply WP0041 Tt2943770 W P0041 V3 Valley 1 1 JoD Reference o tfonal Builders FirstSource, Tampa, Plant City, Florida 33566 a.l su s Sep 15 zul r Mi i ex mausmes, mc. rrr duff id vo:c»:vo cv ro rayo , ID:5c7AI685PE1 PxJ638d3NKNz4S6e-Jm?fNxmoARxZDsEyAIOYriLlsBIAEsgJOrRezwB 11 3.0.0 3.0.0 Scale= V9.0 2x4 i 2x4 II LOADING (psi) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 TCDL 7,0 Lumber DOL 1.25 BC 0.05 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P DEFL. in (loc) Well L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a rVa 999 Horz(CT) 0.00 3 n/a n/a Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=78/2.11-6, 3=78/2.11.6 Max Horz 1=40(LC 9) Max Uplift 1=-21(LC 12), 3=-28(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone, cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 2) The Fabrication Tolerance at joint 1 = 0%. joint 2 = 0%. joint 3 = 0% 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at jofnt(s) 1, 3 Q WARNING • Vedly dodgn pmematere and READ NOTES ON THIS AND INCLUDED Mr EK REFERANCE PAGE M&7473 rev. 10AM MIS BEFORE USE Design valid lot use only with MfleM conneclots. this design Is based only upon paianetets shown. and 1s lot on indlvldral buldfrigcomponent. not a buss system Below use. Iho building deslgnet musl vedry mo appxlCabllly of design "omelets and ptoperiy I ncotpoiate this design Into the ovordl btA< 9ng design. Bracing Inclicated Is to rxevenl budding of Individual truss web cxxt/or chord members only. Additional WnWary and permanent btacAng MiTek' Is always togJred lot stability and to peveni collglse with possible personal "and popefty, damage. for gonotal guidance rogaiding the tabxlcalkxL sloiage. dellvety, eiectio n and Lxacing of Misses and film systems. seeANSIfflnI Quality Criteria. DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information rnMlabble from lniss Rate InstlRde, 218 N. LOG Street, Suite 312, Alexatdvia. VA 22314. Tampa, FL 33610 Job Truss Truss Type Qty Ply W P0041 T12943771 W P0041 VS Valley 1 1 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 S.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 06:24:48 2018 Page 1 ID:5c7Af685PEIPxJ638d3NKNz4S6e-Jm7fNxmoxflRxZDsEyAtOYrbCjpmfAEsgJOrRezwB 1j 6.0.0 5.0-0 2x4 i LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 TCDL 7.0 Lumber DOL 1.25 BC 0.20 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P 20 11 2 20 11 DEFL. in (loc) Vdell Ud PLATES GRIP Ven(LL) rVa We 999 MT20 244/190 Vert(CT) n/a rVa 999 Horz(CT) 0.00 3 We rVa LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=152/4.11.6, 3=152/4.11.6 Max Horz 1=77(LC 9) Max Uplift 1=-42(LC 12), 3=-54(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:13.6 Weight: 16lb FT = 20% Structural wood sheathing directly applied or 5-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3Opsh h=ISit; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Comer(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) The Fabrication Tolerance at joint 1 = 0%, joint 2 = 0%, joint 3 = 0% 3) Gable requires continuous bottom chord beating. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) 1, 3 Q WARNING • Varlly dadgn peranwiers and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev. 140=15 BEFORE USE. Design vdll la use ordy with Mllek®conneclots. lids design Is based only upon pxnameters shown, and Is lot on indlviduai bxtYding com{wrenl, not a truss systern Below use, the building dc-4nw must verity the appllcdl0lry of design rorornelots and popedy Worrotato Ih15 design Into One overall buildingdesign. Bracing truncated Is to prevenl buelding of In dMlduat truss web and/ot chofd members only. Addlionrll lernporary and permanent bracing MOW lsdwoys t agthed forstdlniry and to rxevent collq%e vAlh ross9tlo lorsorel"and ixo arty danage for gererd guidance regarding the fdxlCOIIM StO4000, dellVery, etoctkxl and tracing of tnnses and tnrss systems, seeANSIM I Quality Criteria, OSS-69 and SCSI 6ullding Component 6904 Parke East Blvd. Safety Information ovdldxe from Inca Role trssSMe. 218 N Leo Sleet, Suite 312, AlexaxMa. VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 14-1 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0•'/11, For 4 x 2 orientation, locate plates 0-'Age from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vory but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIr5Pl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ff-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS 0 c O U a O r— JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved t MiTek' MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing. individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations ore regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted this design is not applicable for use with fire retardant, preservative treated or green lumber. 10. Comber is o non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated ore minimum plating requirements. 12. Lumber used shall be of the species and size. and in oil respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and bad vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, bock words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. s D= L RECORD COPY City of Sanford Building and Fire Prevention Product Approval S f is tion SANF RD Permit # # 1 8- 7 2 3 ` Project Location Address. Form As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging THERMA TRU FIBER CLASSIC Sliding I WINDOWS & DOORS 420 FL15332-R4 Sectional WAYNE DAI TON 5120/6100/9100#0230 FL9174-R12 Roll U Automatic Other 2. Windows Single Hung Silverline BLDG PROD CORP SERIES 2900/4900 SINGLE HUNG FL19715-R3 Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Descri tion(including Florida Approval # decimal 3. Panel Walls Siding JAMES HARDI BLDG PROD INC HARDIPLANK LAP FL13192-R5 Soffits ALUMINUM COILS MASTIC ENDURANCE FL12194-R6 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CERTAINTEED CORP ROOFING CERTAINTEED CORP ROOFING FL5444-R12 Underla ments TAMKO BUILDING PRODUCTS INC UNDERLAYMENTS FL12328-R8 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingle Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents LOMANCO, INC ALUMINUM ROOF LOUVER FL3792-RlO Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels CAST-CRETE USA, INC HIGH STRENGTH CONCRETE LINTELS p Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 1 /2/2018 Florida Building Code Online W— Busin_e_ss 8 Requ lafion. BCIS Home ; Log In I User Registration ' Hot Topics I Submit Surcharge ' Slats 6 Facts I Publications FBC Staff BCIS Site Map I Links I Sear. i1 Product Approvald5r0 f.!.Vt p USER: Public User f`+irai.gyca Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL1S036-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL15036 R2 Eauiv (b) Eauivalencv of Standards.odf https:/A~.floridabuilding.org/pr/pr app_dtl.aspx 1 /3 1/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 15036.1 a. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door - Outswing / Inswing (X) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLlS036 R2 II (a) Inst 15036.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.1 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.1.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.2 b. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 lI (a) Inst 15036.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.2 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.3 c. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLlSO36 R2 II (a) Inst 1S036.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.3 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 1S036.3. & additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.4 d. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS036 R2 lI (a) Inst 15036.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.4 for Design Pressure Ratings, any FLIS036 R2 AE (a) Eval 15036.4.2df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.5 e. ClassicCraft Fiberglass Door 6'8 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 lI (a) Inst 1S036.S.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.5 for Design Pressure Ratings, any FLlS036 R2 AE (a) Eval 1S036.S.odf rice pa icu rs. v15036.fi f. ClassiRraft_Fiberglass Door, 8'0 "Non -Impact" Opaque Single Fiberglass Door - Outsw_ ing% Inswing (X) Configuration, Limits of User Installation Instructions, Approved for use in HVHZ: Yes FLIS036 R2 II (a) Inst 15036.6.00f, Approved for use outside HVHZ: Yes, ,Verified By: Lyndon F. Schmidt, P.E. 434W Impact Resistant: No Created by Independent Third Party:.Yes: Design Pressure: N/A Evaluation Reports Other: See INST 15036.6 for Design Pressure Ratings, any' FL15036 R2 AE (a) Eval 15036.6.1&,_. additional use limitations, installation instructions and product' Created by Independent Third Party: Yes particulars.' il ina.ora/or or aoo tl.asox /: 1/2/2018 15036.7 g. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OX or XO) Configuration: Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 lI (a) Inst 15036.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL15036 R2 AE (a) Eval 15036.7.odf Created by Independent Third Party: Yes particulars. 15036.8 h. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Single Fiberglass Door with "Non - Impact" Sidelite - Outswing / Inswing (OXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 II (a) Inst 15036.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.8 for Design Pressure Ratings, any FLlS036 R2 AE (al Eval 1S036.8.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.9 1. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door - Outswing / Inswing (XX) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 If (a) Inst 15036.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.9 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 15036.9.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15036.10 j. ClassicCraft Fiberglass Door 8'0 "Non -Impact" Opaque Double Fiberglass Door with "Non - Impact" Sidelites - Outswing / Inswing (OXXO) Configuration Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15036 R2 lI (a) Inst 15036.10.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15036.10 for Design Pressure Ratings, any FL15036 R2 AE (a) Eval 1S036.10.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 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 sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8S0.487.139S. 'Pursuant Section 4SS.27S(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email add# 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 wis 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 hcem under Chapter 4SS, F.S., please dick hap_ Product Approval Accepts: ElMMEN ` 0 Credit Card Safe hfps:/Avww.floridabuilding.org/pr/pr app_dti.aspx 3/3 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) 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 bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 & R301.2.1.2. 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 drawing FL-15036.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") 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 FL-15036.6 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.6 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Seated by Lyndon F. Schmidt, P.E. 0 t+1111180j/j Signed & Sealed by SCHA41,,4 .o Lyndon F. Schmidt, P.E. No 43409 9•• STATE OF •1J4 Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 Sheet 1 of 1 THERMAITRU' DOORS Classic -Craft.. FIBERGLASS DOOR INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and 4 in compliance with the 6th Edition (2017( 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'1tVHZ- 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 bome debris protection this product 4 required to be protected with on impact resistant covering that complies with FBC Sections I W9.1.2 S R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for Zx buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a ficensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors meet water infiltration requirements for "HVHT'. 8. Inswing configurations and outswing configurations using sill items 931 & I33 under the active door do not meet the water infiltration requirements for the'HVHZ-. Inswing units shag be installed (in the "HVHZ"( 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. TABLE OF CONTENTS SHEET I DESCRIPTION 1 Typical elevations• design pressures 3 general notes 2 poor panel details 3 Horizontal cross seclim 4 vertical cross sections 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchors - 1 X buck masonry construction 7 Sill of Materials 3 Components 37.5' MAX. OVERALL WIDTH 3 i xW x O P P OVERALL :. FRAME: -.:_ DIMENSION- OESIGN'P.RESSURE (PSO POSITIVE ^, NEGATIVE: INSWING 37.5" x 98.0" 75.0 75.0 OUTSWING 37.5" x 96.5" 75.0 75.0 49 LE: N.T.S. rr: JK rrr: LFS MW Nis: FL-150J6.6 a 1 of 7 EXTERIOR 46 INTERIOR 1 HORIZONTAL cRoss SECTION 360 MAX. DOOR PANEL WIDTH 2 w LrI.AW T- z EIL e o e 1 2 ror RAu IAiCH fi!E lAr 1.4T 4C DOOR PANEL T Lr- MOM WOW DOOR COMPON MS: OAK (SG >- 0A71 T- EXTERIOR 4c A-. 0 0 z z 9 C, 5 a. M (L INTERIOR 2"VERTICAL CROSS SECTION 1112 vy: JK L Wf. LFS mm No_ FL— 15036.6 s 2 or 77 1-114-MIN. EMS. (TYP.) - 14 0a v 1 HORIZONTAL CROSS SECTION 3 also aaorov - inswing INTERIOR EXTERIOR I.11C MIN. EMS. (IYP.) INTERIOR EXTERIOR U10 93 HORIZONTAL CROSS SECTION 3 shownw/1XsubtucR INTERIOR EXTERIOF 2 HORIZONTAL CROSS SECTION 3 aahol oPtxo ed - iw'In9 I hiII O ° uan N•' 6 F c TT ZZZ N •• E g EW maa V co 3n 1. 111C MIN. EMS. ( TYP.I W F O Zz u c 02124112 i LEw N T.S. 9 a JK m a LFS 3 FL- 15036.6 ~ a a 3 or 7 Iv% O.Z. L o n too 11 a N.. v E n n 6iEzozm a• . c 9 c°rrdQjx ° a ma`. LD B z d e 4 c A Cn L C EXTERIOR INTERIOR 40 40 19 o rr^ 19 cV 40 88 W N EXTERIOR INTERIOR 32 EXTERIOR INTERIOR o O 1 VERTICAL CROSS SECTION i 33 I 2 VERTICAL CROSS SECTION 0I4Outswingshwon -inswing 4 Shown wn x subucbk g a also oPproved EXTERIOR INTERIOR EXTERIOR INTERIOR N N LA 0 40 8 4 VERTICAL CROSS SECTION 40 8 39 b a 6 7 q Inswing configuration 7 Q 31 see general notes. sheet 1 HVHt i -. d 3 for Water Infiltration i requirements E i p b W z F f O an: z022a12p • , sruu: N.T.S. o owe a dK 05 3 VERflCAL CROSS SECTION S VERTICAL CROSS SECTION a«. er• LFS ; 4 Outswing conf uralion 4 Outswing configuration see general notes. sheet I mWNG NO Ff —15036.E see general notes sheet 1 NforVHTwater in0itration for HVHtwaterInfiltration requirements requirements N SM[ R -L Or 7 Q G r9 G da MASONRY OPENING I 2X BUCK 1 rYP. HEAD 3 JAMBS $ L x3 }} Er 2 G v O BUCK ANCHORING For DP <a 48 PSF T l MASONRY — TYP. HEAD — OPENING 6 JAMBS FRAME O 1 3 D MASONRY TYP. HEAD 3 OPENING d JAMBS 3 2X BUCK 2X BUCK f tq STRIKE JAMS FRAME ANCHORING HINGE JAMB SUCK ANCHORING Mosorvy 2X buck construction For OP > 48 PSF and for OP <= 48 PSF DP - 75 PSF CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted os MAX. ON CENTER' must be adjusted to maintain the m1n, edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor table: dbtance, T' eraIlMaintainamwTwmS/e'edw wo=reprevent M•t to prent ere tp/t ft or wood. odO 6• 1 a Ill L — MASONRY TYP. HEAD OPENING B JAMBS = FRAME 2X BUCK IF _ FRAME ANCHORING Masonry 2X buck construction for OP > 48 PSF and OP <= 75PSF LATCH A DEADBOLT DETAIL HINGE DETAIL A to_ 8 d; 8N•; isi cc Z chi 9doa i 8 3d UNp 2 o O myYm LL ut N.T.S. c er JK m r er. LFS ; unMc gyp.: a N FL- 15036.6 a zT a 7 G MASONRY OPENING FRAN IX BU( STRIKE JAMB FRAME ANCHORING Ma 1 X buck construction CONCRETE ANCHOR NOTES: OP <= AS PSF r' I. Concrete anchor locations of the comers may be odjusfed to malntoh the R*L edge distance to matapinh. 1. Concrete anchor locations noted as MAX. ON CENMr must be odJusted to maintain the min. edge distance to mortarpinb. additional concrete anchors may be refuted to ensue the MAX. ON CENTER`dfinenslon are not exceeded. 3. Concrete anchor fab4e: z E E I. ANCHOR ANCHOR MIN.. .'• MIN. CLEARANCE MIN. CLEARANCE SIZE EMBEDMENTTO MASONRY TO ADJACENT TYPE EDGE ` ANCHOR - ITw . Iµ' 1.1/17 r 4' TA/CON INy 3/11' 1.1/4* r I•IJr iAPC0N6 WO Szw,NSTALlAT1:)NNOrE3: dbfance. I -end distance. B I'o c. spactp ofMaintainomtntnnumM-edge 5 wood strews to prevent the wittN of wood. 0J b 11 e'l o 1 HINGE JAMS MASONRY TYP. HEAC OPENING 3 JAMBS FRAME 1 X BUCK LATCH A OEADSOLT DETAIL FRAME ANCHORING Ma3anry 1 X buck construction For OP > 48 PSF and OP <= 75 PS` HINGE DETAIL o, Gt QQQ"' pzz i ••'••.......F . `. j c o o V E c* W9e6m Arm tj 0 E: 02124112 uE• N.T.S. G BY. X c In. LFS umoc n0.: FL-15036.6 ET 6 or 7 o CT n n I i C7N EeS z zu 9 CW 19 20 HEAD A SIDE m aILlanb c= Ea a Fes— 2.20' — LI At z 4.63' I LZ W mS SI !UM ACE ES! O LIE c y L 1 r N N I SEl AOJUSIINGSADDIE RENOID W W O d — D N Q k' L I.W 2.36 I w 1' CV , o - O Ic _ _ 1 NZ u L a-M 02124112 1 scu[: N.T.S. o J9 HN;N WATER DAM iHRESHOID m er JK o OIL BY. LFS ; a FL-15036.6 c sHm 7 a 7 OO BIU Of MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 W000 B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /d" SHIM SPACE WOOD 0 I /4" X 2/4' PFH ELCO CONCRETE SCREW STEEL E MASONRY • 3.000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F 1/4'Xl-3/4'ITW CONCRETESCREW STEM G 3/16" X 3.1/d' PFH rrvv CONCRETE SCREW STEEL H I/4'z3•I/4"PFHITW CONCRETE SCREW STEEL I I /4" X 2-I /4' PFH ITW CONCRETE SCREW STEEL J I /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL K R 10 X 2" PFH WOOD SCREW STEEL L R8 X 2-I /7' PFH WOOD SCREW 1.1 S" MIN. EMBEDMEiTn STEEL 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .097" THK. R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33S95 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelite Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) 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 FBC Sections 1609.1.2 & R301.2.1.2. 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 drawing FL-15036.7 require further engineering analysis by a licensed engineer or registered architect 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") 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 FL-15036.7 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460336-A,B,C ASTM D1929-96, ASTM D635-03 ASTM D2843-99 TEL 01460339-A,B,C ASTM 01929-96. ASTM 0635-03 ASTM D2843-99 STTS00001 ASTM G26-95 15427-107362 ASTM E84-00a ATI 67508.01-106-18 ASTM D1929-96 ETC-01-741-10705.0 TAS 202-94 ETC-01-741-10593.0 TAS 202-94 TEL-06-1031-3 TAS 202-94 TEL 06-1031-4 TAS 202-94 2. Drawing No. Prepared by No. FL 15036.7 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Testing Laboratory Siqned by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. Signed & Sealed by Q Lyndon F. Schmidt, P.E. emv •• G Ct j 8 / A i Signed & Sealed by ooLyndon F. Schmidt, P.E. No 43409 d s Lyndon F. Schmidt, P.E. O:.• STATE OF FL PE No. 43409 C` t , O R y : ,`aeti 10/16/2017 rerae t t:sce` THERMANTRU' 000us Classic -Craft. FIBERGLASS DOOR W/ SIDELITE INSWING / OUTSWING NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Bung Code FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ). 8 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wan 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'HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 IL R301.2.1.2. B 5. For 2ss stud framing construction, anchoring of these units shag be the some as that shown for 2z buck x masonry construction. S 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a 9 licensed engineer or registered architect. 7. Outswing configurations using coastal A item #39 under active doors and oil sills used under sidelites meet 9 water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items R31 3 R33 under the active door do not b meet the water Infiltration requirements for the r"r. Inswing units shag be Installed (in the'HVHZj only in non•habitoble areas or at habitable locations protected by an overhang or canopy such that the angle 4 between the edge of canopy or overhang to sU is less than 45 degrees. TABLE OF CONTENTS SHEET I DESCRIPTION 1 Typical elevations, design pressures F general notes 2 Door panel deti 3 Sidegte panel details a Glazing detal 4 Horimntol cross sections S Vertical cross sections 6 Vertical cross sections 7 Buck and home anchoring • 2X buck masonry construction 8 Fmme anchoring • I X buck masory construction 9 Bill of Materiah 8 Components O 1 53.13 MIJ(. OVERALL WIDTH ---{ El 13 i Z i o x x o h fz III ..... y 1I///// r *• pZ o„ OtlVN tpp m • rr p N 0LL4 SWING OVERALL-.. FRAME--' DIMENSION:: DES IGN PRESSURE (PSF) WRNOUTSURFACE__: BOLTS .. - WITH SURFACE- .. BOLTS- - OSITNE NEGATIVE POSITIVE NEGATIVE' INSWING 53.13" z 98.0" 47.0 47.0 60.0 60.0 OUTSWING 53.13" sr 96.5" 47.0 47.0 60.0 60.0 aL N. T.S. or. JK C. ee LFS NM no.: FL-15036.7 xr 1 or 9 EXTERIOR4342 ' i • i m n off * 11 g E z zv o INTERIOR a a e= HORIZONTAL CROSS SECTION ° MAX. 1 2 4 DOOR PANEL WIDTH 2 Q C3 c W EXTERIOR INTERIOR i n W a 4.tt• ; 21I k09 o e N N NZWWO La W eh oQ 40 OOOR MNEL13 L = '^ Clack oro11 e w z aa . .• c - O u NOTE w000 DOOR COMPONB115. OAK fK,>=067) ' x 4S N Z 3 Omi6 02124112 i 11 NINGE3TILE IS 601TOMRAII SOkM N.T.S ° 2 VERTICAL CROSS SECTION mw. In: dK m 2 OWL Or LFS ; a FL-15036.7 a sun .2_ OF la 13.7 PANI 7. DA SO SIDfl11E ANSI NOTE: WOOD S108ACOMPONUM: PINE ($G>•Q421 NOTE: 1. Spacing for item B 18 d #29 (life frame screws) is as follows: From the bottom up on sides: 6.5. wifh 17) more spaced at 9.88" o.c. there ore (2) screws both top and bottom 2.13" in from each corner. EXTERIOR INTERIOR IORIZONTAL CROSS SECTION G e g* a'•o 6m VI. n i fillll it o d Pj= o Rp a i 0 c oa r 1Kdd V i v X GLASS vu MIN. SITE 26 1/ T MIN. g a J c ASS THK. 25 2244 GASS THK. i EXTERIOR W a- W TEMPERED TEMPERED GLASS GLASS a r7' EXTERIOR INTERIORI AIR SPACE AIR SPACE J J m I /8" I /8"TEMPE INTERIOR 24 GLASS GA TEMPERED' r I. OB" I r- I. 53" -.A T SI SIDFLITE T01 i STM Rat GIGLAZING DETAIL 5 freubtedgkmw/ pvc Be frame 21 VERnCAL CROSS SECTION 3 E02124112 i Al. N. T.S. tm JK d c n LFS i 6W= WO- FL- 15036. 7 a or q G 1.1/4-MIN. e EMS. (TYP.) INTERIOR EXTERIOR I 0.15, 1 C'SINK C PP.) I B 1 HORIZONTAL CROSS SECTION 4 9lvsot1wing vshodwn - Inswing 56 INTERIOR OTC: 1. The sidetite is direct set into the jamb with (12) item NM (M8 X 2 PFH wood screw). There are (i at each vertical jamb from the top down of 13.5.31". 48.5" d 66". SEE NOl EXTERIOR 2 HORIZONTAL CROSS SECTION 4 Outr" configuration EXTERIOR 4 HORIZONTAL CROSS SECTION 4 k wing confgt roHon 1.1/4" MIN. EMS. (TYP.) INTERIOR OQ1Q1Vo EXTERIOR U V I 9 10 r5"N HORIZONTAL CROSS SECTION 4 S1lownw/IxA,b-a,ck INTERIOR EXTERIOF 3 NORILaNTAL GRASS 3MTIDN CKt4 aed - Ong rlllll*1 111 11' O n0020 ua•: E z$Za Rg` d 5imia Eg8 kL b F, 8U C3 m NN W 3 O3CVpp1 U V J G 1.1/4'MIN. g aEMS. (TYP.) T= 02124112 AL, N. T.S. c W. JK m' r or LFS 3 MW "o.: FL-15036.7 " c xr 4 or 9 O" 1 VERTICAL CROSS SECTION j Outswing shwon - Inswing also approved iCi 4XTERIOR1INTERI62 INTERIOR " EXTERIOR 61 62 2 VERTICAL CROSS SECTION S Shownw/IXsub-b..k see general notes, sheet 1 for •i1VHt water intahalion requirements uc N.T.S. S c. sm. JK m LFS ; FL-15036.7 a T 5y or 0 50 M ' SEE NOTE I INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Oubwtng stgwn . ins," atw oppr INTERIOR EXTERIOR SEE NOTE 1(y), La101w,i, w1,00 3 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR SEE NOTE i C 1 i f mW' INTERIOR 5 VERTICAL CROSS SECTION 6 Outswing confgwotion JW SEE NOTE I INTERIOR EXTERIOR 2 VERMAL CROSS SECTION 6 Shownw/IX sub -buck NOTE: 1. Anchors oss'y thru head and Of of 4" in from each comer end. 4 VERTICAL CROSS SECTION fi truwing configuration W s m Z BOO Eq z m CuL4W C 06 0 (L T c= v° d z U A fA 12 0 a• N.T.S. A. JK ° By. LFS ; WM NO: ° FL-15036.7 c cr _¢_ °ram IQ S7 MASONRY TYP. HEAD OPENING I I S JAMBS 2X BUCK MULLION SHOWN FOR REFERENCE ONLY d Q BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the m1n. edge distance to mortar joints. a 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors K 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: EDGE ANCHOR'.` ITW a 1/ 4 1.1/4' Y 4' TAPCON ELCO i 1/4- t•1/P 1' 4r TRACON ITW . TA 3/16• 1.1/4• r PCON rv(J{,!U JI.RCw 1/`q 1AUAllyry rvVICJ: 1. Maintain a minimum 51r edge distance. 1' end distance. 6 1' o.c. spacing of wood screws to prevent the Splitting of wood. i a— I MASONRY 1 OPENING L N STRIKE JAMB LATCH i DEADSOLTDETAIL i./ 3 ti 1 SEE DETAIL 2 FRAME ANCHORING HINGE JAMS Masonry 2X buck construction T 63 OUTSWING INSWING 63 DETAIL 1 DETAIL 1 Attach surface ball Attach surface bolt stoke plate to frame strike plots to frame UTSWING as shown (Ouhwkrp) as stows Iftwi+g) INSWING 65 66 64 63 V DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt strike plate at the threshold strike plate at the threshold Out-") Ping) FRAME 2X BUCK, SEE DETAIL I to TYP. HEAD — 3 JAMBS TYP. — 2 G F TYP. — t^ o SILL HINGE DETAIL N ton o 00 X i$ ] m C W mD4 mda 0 Np U 2 WK N a YV mm er X VS rFL36. 7 a a 7 or 9 G b" T_s 28 ' • I O AAOUTSWING o INSWING SEE DETAIL 1>°'° aIj rTrill1. 111 1``` U.Z M OUTSWING 0 v_ a z INSWING E _ e u 1 TYP. HEADS _ 27 \ Rr § d g d MASONRY JAMBS V a6 4 • a 4 OPENING g 8 z" LATCH ti DEAD80LT DETAIL TYP. _ it rn 9 moc A jI FRAME m 14 3 o 3RR 3 1 X BUCK HINGE DETAIL a l d F 63 TYP. I 67 N SILLAM JI k Y n r O O z I 63 64 W o in SEE DETAIL 2 DETAIL 1 DETAIL 1 r' STRIKE JAM! HINGE JAMB Attach surface bolt Attach surloce bolt a FRAME ANCHORING sfike pbfe fo home strike plate to frame to 12 CONCRETE ANCHOR NOTES: Masonry 1 X buck conshuction as shown (Ouhwing) as shown (Inswing) 1. Concrete anchor locations at the comes may be adjusted to maintain the min. > edge distance to mortar joints. 6S 662. Convete anchor locollOrls noted OS MAX. ON CENTER" must be odprsted to 64 3 maintain the min. edge distance to mortar joints. oddUlonal concrete anchors may be required to ensure the MAX. ON CENTER' drmemton are not exceeded. 3. Concrete anchor tobte: z 0° 63 a>E 021241412z srxc: N.T.S. 9 W 63 owr. On JK m DETAIL 2 DETAIL 2 oar, BY. LFS 3 Attach surface bolt Attach surface bolt T"..4 no WOOD SCREW INSTALLATION NOTES: stoke plate at the threshold stoke plate at the threshold n 5 1. Maintoin a minimum 5/8 edge distance. 1 • end distance. 6 1.O.C. spacing of (Out-") (fisvMg) fl-1$OJ6. 7 - O wood screw" t0 prevent the spfifNng of wood. srrm 8 or 9 O ANCHOR ANCHOR MIN.' ` MIN: CLEARANCE' MIN. CLEARANCE TOADJACEM. TYPE EMSEDMENi iOMi1SONRY-: SIZE EDGE ANCHOR" ttw 1/• t•t/a• 2" TAICON mV TAiCON J/16' 1.1//' Y 1.1/2' a REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 W000 23 PLASTIC LIP LITE FRAME SMC SMC B 2X BUCK SG >= 0.55 WOOD 24 1 /4" INTERCEPT SPACER STEEL C MAX.1/4"SHIM SPACE W000 25 SILICONE CAULK SI Y••• E of „ i......•• \\z- "Goo p`\ ri 111 N •; v4 v zj c$ g oaximade o= 4 ac oc z mS z I2 m oU 0 a F rm F-- 2.2T --1 8 d Z 1 _ Q Ti-4.67- - as19EADD 19 20 Jamb 1d OUISWING IDFUIE SI lUM/ fACE 1NRESN U) lOW /ROf1U o o : 0 4 56" 2 59" Spacer -" 2.IS { e _ F 2.36" f --1.68 --I — 2.1 --{ ` I--1.68 --{ 5.75 o _ a a jj 1.69' I 11 I I = N Z U GGry,, 1 4 L DUE 02 24 12 i v zo r! Stxe N.T.S. L om —a 4- — 4 I— 4y I ore. er. JK m' cam. er LFS ; ULfiC U/ UIE FRAME IS IN NG SIDEUTE U RAMERAME SEIf AQ LISTING SADDLE /NREHOID ORAMM NO, a 39 , WALE DA RES OU) 22 SMC Spacer 26 PVC JJ FL-15036.7 a asM0[r g Or G d BILL OF MATERIALS Lst I R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cenificate of Audioriralion No. 9813 Product Sub Category Manufacturer Product Name Category Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) 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 FBC Sections 1609.1.2 & R301.2.1.2. 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 drawing FL-15036.8 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") 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 FL-15036.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C TEL 01460339-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 TEL 06-10314 Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM D1929-96. ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Wendell W. Haney, P.E. 2. Drawing No. Prepared by Signed & Sealed by No. FL 15036.8 RW Building Consultants, Inc. (CA #9813) rt a7=c;7 SCEM._ Lyndon F. Schmidt, P.E. 3. Calculations Prepared by `o`';• ..... ..10 vPp Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) p. '.•'! G Ely S yndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance k : C" C ' Certificate of Participation issued by National Accreditation and Management V. Institute, certifying that Therma Tru Corporation is manufacturing products -'0 9 ' 1!J within a quality assurance program that complies with ISO/IEC 17020 and ST; f OF Lyndon F. Schmidt, P.E. 0F;'lI FL PE No. 43409 Guide53. • r, tj T•` e`• 10/1612017 Sheen oft ice'` L • ' .,..•• NO O '!®Pt: cserte29t THERMANTRU"' DOORS Classic -Craft, FIBERGLASS DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code F8C) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shop 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 HVHr 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 •imr requiring wind borne debris protection this product 4 required to be protected with on impact resistant covering that complies with FBC Sections 1609.1.2 IL R301.2.1.2. 5. For 2x stud froming construction. oncho fng of these units shall be the some 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 using coastal sill item R39 under active doors and all slls used under sidelltes meet water infiltration requirements for "HVHr. 8. Inswing configurations and outswing configurations using sill items R31 1L R33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shol be installed (in the "KVHrj only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the ongle between the edge of canopy or overhang to sill is less than 45 degrees. TAME OF CONTENTS SHEET/ DESCRIPTION I Typical elevations, design pressures I: general notes 2 Door ponl details 3 Sidette panel detals 3 Glazing detorl 4 Horizontal doss sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring - 2X tuck masonry construction 6 Frame anchoring .1 X buck masonry construction 9 Bill of Materials 8 Components j- 68s MAX. OVERALL vnoTH M M_ i i 7 O0 M xy x S W W o 0 P o c E z $ Nx244 V a EEg E _ 8?i SWING, OVERALL. FRAME DIMENSION:. DESIGN PRESSURE (PSI) Wfft10UT SURFACE - - BOLTS WITH SURFACE BOLTS- POSMVE' NEGATIVE POSMVE- - NEGATIVE - INSWING 68.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 68.5" x 96.S" 47.0 47.0 60.0 aL N.T.S. 9 c. er JK a c Ff. LFS 3 1WIIC NO.: R FL-15036.8 " a IT I _ Or EXTERIOR 46 Jr INTERIOR i-"\ HoRizomrAL CROSS SECTION 36.0"MAX. DOOR PANEL WIDTH F 4.11" 1.4r L T- Cd e e T 1.4rfil- eUO MNEI waft C-77-7-7-7) fn NOTE: WOOD DOOR COMPONENIS: OAK (SG 0.671 131 T- emmmL EXTERIOR e, A j. 1z, za 0 c* w panmangy law: N INTERIOR 2'VERTICAL CROSS SECTION 1!1/ ar. JK C. ly. LFS I-W mm. FL- f 5036 8 XF or 41 p4 n 46 EXTERIOR52 PNEL WIDTH S2 '''rrrll * ss >%% 7.1TMAX. D.L.O. w1otH INTERIOR E _ p 29 SEE NOTE 1 46 Ri § p `o a sc i m a ii 1 HORROMAL CROSS SECTION gg€ o n= i% 26 23 X GLASS .5-GLASS 3 WE BRE it c a1d 23 1 /2" MIN. 26 1 /T MIN. b W o Si m tj 25 GLASS THK. 25 GLASS THK. EXTERIOR EXTERIOR 25 s- O TEMPERED 4TEMPERED a: c3GLASSGLASSEXTERIORINTERIOR ht &I ao AIR SPACE AIR SPACE lfi 1Ar 1/T a 24 TEMPERED 24 TEMPERED INTERIOR GLASS INTERIOR GLASS 25 . f 29 25 18 U Gf GLAZING DETAIL GI GLAZING DETAIL 18 29 c eSInnAotedGossw/ .S &W10ted gloss w/ m St UK ate home pvc ale Imme SEE NOTE 1 N C Q i W 41 » i L o o i NOTE: WOOD SIDHIIE COMPONENTS: PIKE (SG x Q0 2( S 1 Z TI N Z (e1 V NOTE: F--1 53 —i 1 F--1 53 arz 02124112 I. Spacing for Item M 18 3 $29 (life frome screws) is o W as follows: from the bottom up on sides: 6.S', with SI SIDELITE TOP ti STAI. S? SIDEUIE 1171E swc N.T.S. F ( 7) more spaced of 9.88" ox. there are (2) screws Rua 2 VERTICAL CROSS SECTION GN`. W. JK m both top and bottom 2.13' in from each corner. 3 aa. we. LFS ; OMwNG NO.: G: FL- 15036,8 c oSKCF _ L OF 9 Q INTERIOR EXTERIOR y II 0,117 I-- CS(NK Ind B C I•I/1"MIN. 1 HORIZONTAL CROSS SECTION 5 EMB. (TYP.) 4 Outswing shovm • Inswing also approved E JC e 14 20 OAS" 11 I —Cs .) fYP8 I SEE NOTE 1 INTERIOR U 27 40 EXTERIOR 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4 Ouhwing configuration 4 Outsvft configuratlon TE 1 SEE NOn 1.1 Lr MIN INTERIOR n EXTERIOR JIB 6 HORIZONTAL CROSS SECTION 4 Shownw/IXwbbuck NOTE. I. The sidelile is direct set into the jomb with 1121 Item N M (t18 X T PFH wood screw). There ore (4) of eoch verticol jomb from the top down of 13.5, 31", 48 S" 6 66". XTER101 JTERIOF 4 HORIZONTAL CROSS SECTION 41 Inswing configuration r Q''''i Z sx" y c h Ir 111 11 8 iS •: 3 0 04 Cyy c W a dmN7C m CL641p1 V 4 6 0. soot: N.T.S. Mr. Or. JK m CMK. W. LFS 3 HORIZOPRAL CROSS SECTIONSECTION ° W1NC NMI a 4 Inswing configuration FL-15036.8 0 O m19 c b n SRO= N .; E 3$Z° r 090 03 ILL N.7.S. i e. r: JK m C. er LFS ; lwwc ra: a FL-1503-8 c R -L or O 0 z 00 SEE NOTE t INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION b t govs etl . inswing INTERIOR EXTERIOR SEE NOTE I l M). _W)W m 10, - pp 4 VERTICAL CROSS SECnON I,,/Outswingconfigurotion EXTERIOR SEE NOTE I C mWF' INTERIOR S VERTICAL CROSS SECTION 6 Ouhwing conrgurotion SEE NOTE I INTERIOR EXTERIOR 2 VERTICAL CROSS SECTION b Shown W I X sub•buck o` r'I• i••. F of I 4 • 'llllll 111 pZ G O . ZNu •: L C mW9 m' Or)maaLDV14 S cZo to NOTE: NOTE: I. Anchors oss'v thru head and sil at C in from each corner end. 4 VERTICAL CROSS SECTION b Inswing con0guration N.T.S fr JK u C.rn: LFS 9 onw ®°. ° FL- 15036.E c rr -L Of - la MASONRY TYP. HEAD OPENING S JAMBS SEE NOTE I 2X MULLION SHOWN FOR REFERENCE ONLY BUCK ANCHORING STRIKE JAMB CONCRETE ANCHOR NOTES: 1. 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 mortar joints, oddtlonal concrete anchors MAX. may be required to ensure the ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR, ANCHOR MIN. MIN.CLEARANCE• MIN. CLEARANCE TYPE' SIZE EMBEDMENT TO MASONRY . TO ADJACENT EDGE ANCHOR ITW c 1/4" 1.1/4" 2" 1" TAPCON ELCO 4 1/d" 11/4" 1" 4" ULTRACON ITW o 3/16" 1.1/4" 3" TAPCON V VU 4I,KCww I/w.3IALLA 11V/w NV I W; 1. Maintain a minimum 5/8" edge distance. 1' end distance, d I"o.c. spacing of wood screws to prevent the splitting of wood. 11 I I DETAIL I I111 OSEE t0 TYP. HEAD 3 MASONRY JAMBS OPENING FRAME M TYP. tR U d 2X BUCK F TYP. F SILL I N I`SEE DETAIL 2 FRAME ANCHORING Mosorsry 2X buck conshuction If gOUTSWING 63 INSWING DETAIL I Attach surface bolt strike pate to frame as shown (Outswing) M OUTSWING 65 66 INSWING 63 LATCH A OEADBOUDETAIL DETAIL 2 Attach surface bolt stoke plots of the threshold Out-ing) HINGE JAMB 63 64 DETAIL 1 Attach sudoce boll strike plate to frame as shown (Inswing) 64 63 DETAIL 2 Attach surface bolt strike plots of the threshold Inswi;+g) N rr J 0 p 6; ncm N h Z R ZEN o a •i< t`\ 1p\ E p zz a e102 u v fu o IL IL . 4 yxt £ C Z a J0. HINGE DETAIL scxc N.T.S. 9 m+c n. JK m CM. BY. LFS Oawc fro.: ° a FL-15036.8 c 9w 7 or g " MASONRY OPENING FRAME J Ix BUCK, 3' c I I I I I I I I SEE DETAIL I TYP. HEAD 3 JAMBS M TYP. F TYP SILL I I I I I y SEE DETAIL 2 c MIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry I x buck construction y 1. Concrete anchor locations of the cornea may be adjusted to maintain the mh. B edge distance to mortar jolnh. 3 2. Concrete anchor locations noted as 'MAX. ON CENTER• must be adjusted to maintain the mtrs. edge distance to mortar joints, oddlhonof concrete anchors may be required to enwre the MAX ON CENTER' dlmenslon are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE' EMBEOMEM TO MASONRY.: TO ADJACENT EDGE' ANCHOR ITw a 1/1 1.1/4' r 4" TAPCON IN TAPCONe 3/1V 1.1jr Ir 1. Mafnfafn o mfnlmum 5/8" edge d6Znce, 1"end distance, d 1"o.c. spacing of wood screws to prevent she spEHing of woad. EOO 1 HINGE JAMB LATCH i DEADROLTDETAIL DETAIL 1 Attach sudoce boll strike plate to frame as shown (Outsving) 65 66 63 DETAIL 2 Attach fkRlaCe bolt strike plate at the threshold OutA*Q) X' h h i J 1,4 rTJI fit s a •i d maa c= RINGFOETAII 63 64 DETAIL 1 Attach surface boll strike plate to Imme as shown (Inswing) 64 63 OFTAII 2 Attach surface bolt stoke plate at the threshold Unswingl N T.S. BY. JK a er. LFS 3 FL-15036 8 c E` or a BILL OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION A 1 X BUCK SG >= 0.55 W000 23 PLASTIC UP LRE FRAME SMC SMC 8 2X BUCK SG >= 0.55 W000 2t 1/t"INTERCEPT SPACER STEEL C MAX. 1 /4• SHIM SPACE WOOD 25 SILICONE CAULK SILICONE 0 1 /4" X 2.3/4"PFH ElCO CONCRETE SCREW STEEL 26 PLASTIC UP LITE FRAME PVC PVC E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 27 LATCH STRIKE PLATE STEEL 28 OEADBOLT PLATE STEEL F 1/t"X l•3/4"ITWCONCRETESCREW STEEL 29 H8-lOX l-I/TPLASCREW STEEL I 1 /4" X 2-1/4" PFH RW CONCRETE SCREW STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. WOOD J 1 /4" X 3-3/4"PFH R1N CONCRETE SCREW STEEL 32 DOOR BOTTOM SWEEP PVC K R 10 X T PFH WOOD SCREW STEEL 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. L q8 % 2-I/7' PFH W000 SCREW i.l S MIN. EMBEDMENT STEEL 39 HIGH WATER DAM THRESHOLD ALUM. M R8 X T PFH WOOD SCREW STEEL 40 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS N I /4" X 2-3/t"PFH R1N CONCRETE SCREW STEEL tl DOOR SKIN:.] 25 MIN,IHK, FIBERGLASS BY THERMA•TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI FIBERGLASS 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 42 TOP RAIL COMP. 9 4" X 4" HINGE .097" THK STEEL 43 LATCH STILE WOOD 10 q 10 X 3/t" PfH WOOD SCREW STEEL 44 HINGE STILE WOOD 3/8" X 3/8 QUARTER ROUND FINGER JOINTED PINE WOOD t5 BOTTOM RAIL COMP. 12 p 10 X 1-3/4"PFH W000 SCREW STEEL 46 POLYURETHANE FOAM 1.9 Ibs. DENSITY) POLYURETHANE 14 1" L. X .040" DIA. BRAD TRIM NAIL STEEL SO SIDEIRE PANEL • SEE SIDEl1TE PANEL DETAILS SHEET FOR DETAILS IS INSWING SIDELRE SPACER PVC 51 SIOELRE TOP 3 BOTTOM RAIL COMP. Ib OUTSWINGSIDEUTESPACER PVC 52 SIDELRESTILE WOOD 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 60 1 /2" $URFACE 80LT SPACER STEEL 18 gb-18 X I-3/4" PFH SCREW STEEL bl IVES SURFACE BOLT gt54 8.0" L. X .2S THK. STEEL STEEL 19 HEADER JAMB PINE SG >= 0.42 W000 62 1 /t-20 SEX 80LT W/ I/4-20 FEMALE END X 1-3/4" L. STEEL 20 SLOE JAMB PINE SG >= 0.42 WOOD 63 SURFACE BOLT STRIKE PLATE STEEL 21 KWIKSET DEAOBOLT -SIGNATURE SERIES 780 STEEL 64 R 10 X 2-1 /2" PFH SCREW STEEL 22 1 /8 THK. CELLULAR GLAZING TAPE 65 3/16" X 2-1 /4' PFH RW CONCRETE SCREW STEEL 56' bb 3/16" X 2-3/4"PFH ITW CONCRETE SCREW STEEL 67 3/ I b" X 3J/4"PFH RW CONCRETE SCREW STEEL A. MATERIAL Y' $ • °finv s O •=i Ew zdvu m d`. VC O= 4 A 41 o v+ R1-1 mz mSr 6 tLW i OUm g m E & V V to 2.V gnD r 2.1T m 1 : O v1 y 1 y II I o0 HEAD i SIDE I I . 0 19 20 '" 4.63' —i Jvmb c > > i O WING ELITE OU P ACE THRESHOLD W PRONlE zIS6" 2 59' 16 SpOCM S I w : pyH F T— 11 I 1.69" I rr-I.sa" --1 I 5.75 -) N_ z u am 02 24 12 1Ltom, ° L eau: N.T.S, o1F=I-L CK It. JK mj— — osr --a -- —+ -- s" r 1 — m. Lrs au c NO: a S9 NIGH WATER OAM 1HRFSH0l0 2S SPLASTICMC UP UTE FRAME Is 1SING SIDEUIE 26 MASTIC U UIE FRAME I„ SELF ADJUSTING SADOUE THREHOU) FL-15036.8 N Y SKEET -!- a _ 0 a R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico. FL 33595 Phoneg13.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Or. Fiberglass Double Door Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) 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 FBC Sections 1609.1.2 & R301.2.1.2. 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 drawing FL-15036.9 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using sill item #39 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items #31 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") 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 FL-15036.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 2. Drawing No. No. FL 15036.9 3. Calculations Test Standard ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) ec ry2r0°°'Qrap Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and :• .G l' ePs Management Institute, certifying that Therma Tru Corporation is ' 1•; ;,, E y 3 i:9 manufacturing products within a quality assurance program that complies; with ISO/IEC 17020 and Guide 53. a-; r,; E Qr 1;•o Lyndon F. Schmidt, P.E. 0 % ' !i a' FL PE No. 43409 10/1612017 Sheet 1 of 1 e C,•• 9o?CcpYy,t t6at• Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by THERMANTRU'_ DOORS Classic -Craft. FIBERGLASS DOUBLE DOOR INSWING / OUTS WING NON -IMPACT' 41 GENERAL NOTES R 1. This product has been evaluated and is In compliance with the 6th Edition (2017) Florida Budding Code 9 (FBC) structural requirements including the -High Velocity Hurricane Zone" (HVHZ). R 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. g3. When used in the'NVHP this product is required to be protected with on impact resistant covering that compiles with Section 1626 of the FBC. d EE 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections W.1.2 b R301.2.1.2. i 5. For 2X stud framing construction, anchoring of these units shall be the some 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 V licensed engineer or registered architect. g7. Outswi g configurations using coastal sib Item #39 under active doors meet water infiltration requirements for'HVHr. 8. Inswing configurations and outswing configurations using sr items #31 3 H33 under the active door do not meet the water infiltration requirements for the "HVHP. Inswing units shall be installed (in the'HVHZ") 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. TABLE OF CONTENTS SHEET 1 DESCRIPTION I Typical elevations. design pressures 6 general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck anchoring 6 Frame anchoring - 2X buck masonry construction 7 Frame anchoring - I X buck masonry conshuc ion 8 Asfrogal details 9 1 Bill of Materials S Components Ys 74,7 MAX. OVERALL FRAME WIDTH ZZ O m x = S W W b a 0 y. i o a L 2 m Z U N •; t V U CWC Y 9 m; mnna. a SWING - OVERALL" FRAME = DIMENSfON.'- DESIGN PRESSURE (PSF) -: '_ --• - -• WITHOUTSURFACE....._ BOLTS. WITH SURFACE BOLTS POSITIVE NEGATIVE. POSITIVE - NEGATIVE INSWING 74.5" x 98.0" 47.0 47.0 60.0 60.0 OUTSWING 74.5" x 96.5" 47.0 47.0 60.0 60.0 BY. JK m c W. LFS 3 WK NO.: R FL-15036.9 " a a 1 or G O { n EXTERIOR awn 43 ozo go z=u INTERIOR 46 ux 9 u oa mNi CD a` 14 1 HORIZONTAL CROSS SEC17ON `o f_ ggm 36.0' MAX. u DOOR St PANEL WIDTH 2 a a s ® ® EXTERIOR INTERIOR m aygs: 6,11'o0 1 O r I. Alr10d m It g e , T- Y C 2 62 1>7P RAIL U LF fA O J I .• b h LU W DOOR ANEL C10ss1c COO W i e; LfL-JjJNOTE: WOOD DOOR COMPOHENM OAK ISO Q671 T .•.• ,• o i I. 45 N - Z 0 u TL. 02124112 i GNINESTIs MRAII F W s VERTICAL CROSS SECTION sws N.T.S. o arc BY.JK m a«. a: LFS 3 FL-15036. 9 c o or O 1.1 /I'MIN• \ A, i m 4 4 EMS. (1YP.) ` 1 20 0 C A go 0lilt'. 0,4.;z 6 erg' 3$Zv 40 7 9 ; d INTERIOR aR6 ` S+ mm a a. 3 8 34 21° d33 17) 3 R Z EXTERIOR It J 61 F 4 HORIZONTAL CROSS SECTION 7 1-1/PMIN. 3 ShOrmw/IRW".Ck 1.1/!'MIN. ulEMS. PYP.) 4 5 EMS. (TYP,) & n444 E C 0.I5' O.W C CSINK CSINK • • ] m N L RYPd fryPd L Y 20 20 „ ,. N N V • • 8 8 Z St a 7 40 1 8 40 7 p 1 INTERIOR 7 INTERIOR 10 o o LU La a u G • ' p N a K 10 EXTERIOR 13 EXTERIOR 10 K ° ^" z u 40 40 10 u.Tc:02124112 i 6 10 y SCALE' N.T.S. 9 E E owc BY. JK o' twc. ar LFS 3 1 HORIZOMAL CROSS SECTION 2 HORIZOMAL CROSS SECTION 3 HORIZONTAL CROSS SECTION owWM NO.. ° E 3 Ouhwing shown •Inswing 3 Ouhwing shown • Ong 3 Outswirq sh — - Uu"V FL-15036 9 "- oho oppro ed aho oppro ed oho opp %d san 3 OF 9 G i s vv,ff INTERIOR 1 VERTICAL CROSS SECTION 4 = ".d -'." 2 5 O Rl.` rr O • zRaq Cl N •; a v xZi 91 i ,j C -1 00 EXTERIOR INTERIOR INTERIO. O. 61 VERTICAL CROSS SECT70N 62 D- m Q Shown w/l X sub -buckrp N g` 5c;a 15036,9 z i G a gj g 4" _1 C I•. JJ p yy yJj r" Cps Ir ttnu Z 0 u 8•:Z C TYP. HEAD j`{ R m c° m JAMBS A a 4 a. MASONRY OPENING o b i Ec3a a i ASTRAGAL$ SHOWN FOR to REFERENCE 2X BUCK ONLY m m lJ o O E7C a 1y1 r 4 LL Q N N 88 V, o eh Q a CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. LUCK ANCHORING edge distance to mortarjoints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to i maintain the min. edge distance to mortar joints, additional concrete anchors oy be required to ensure the AX. ON CENTER' dimension are not exceeded. m'MAX. e . 3. Concrete anchor table: Z VN are:02 2412 = sc": N.T.S. 01 Ora. BY. JK m' ua er. LFS 3 aa. uec .o a FL-* 036.9 " t. ahtoln o rr.rdrtwm S/fiedpe woWq SMca 5 a 9 " O wandsaetoaroventthesalhhpofwood. ANCHOR.. ANCHOR MIN.:. MIN. CLEARANCE MIN. CLEARANCE TYPE- SIZE EMBEDMENT i0 MASONRY TO ADJACENT EDGE ANCHOR.' ITW a 7' 1. TAPCON ElCO 1/ 4" 1.1/4' 1" or w000 scatww eauuurga aor6: M dbrorrce. I'erddbfancs.i 1'o.c o! 77 SEE DETAIL MASONRY — TYP. HEAD OPENING 3 JAMBS ASTRAGAI _ SHOWN FOR FRAME REFERENCE ONLY d 2X BUCK F SEE DETAIL TYP. 7• SILL FRAME ANCHORING Mawnz 2X buck construction for OP <n 48 PSF L r ASTRAGAL STRIKE JAM CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be odjwted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the ton, edge distance to moAar joints. additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EM.8 MENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW 1/4' 1.11-1/orr rTAPCONo ITW 3/16" 1.1/4' rT•I/rTACONS n•WUJ61rCn' Il•N mum 5IA V IIVIa l VICJ. 1. Maintain o mini/6" edge distance, 1"end distance. 6 1"o.c. spockv of wood screws to prevent the spitting of wood. SEE DETAIL ,i'rr '* ``\\\\ 41 o m o o MASONRY TYP. HEAD 1• E _ IV OPENING _ 3 JAMBS — N ` 7 5 a ASTRAGAL I SHOWN FOR — 1it g8 FRAME REFERENCE i' `4 3n ONLY V Y d mo c2X BUCK - L aSEE OETFRAME ANCHORING masonry Y 2XbuckconstructionHINGE JAM! r for DP > 48 PSF and ] - m OP <= 6OPSF 4 L 2 63 9 z . K N N 10 W W a aD N L 64 0 0 DETAIL 1 DETAIL 1 2e a Attach aShhaaDpapVarface bolt AHOCh oshapol/ftlrfaCe bolt 7 i stoke plates to frome strike plates to frame HINGE DETAIL = _ a as shown (Outr*t61 as stl— (U-*gl o < 63 65 66 64 - l N Z U arc 02124112 i wo ar• JK m 27 WAL N.T.S. ° VUWL 2 ow. ofLFS a Attach surface bolt Attach surface bolt o a ^ sldke plate of the threshold strike plate of the threshold LATCH 4 DEADIOLT DETAIL FL-15036.9 outswing) ( ftwi+g) solar -fL OF y9 O 7s I to SEE DETAIL J I" MASONRY TYP. HEAD OPENING a JAMBS ASTRAGAL — SHOWN FOR FRAME REFERENCE ONLY a IX BUCK F SEE DETAIL TYP. I 1 1 II II 1 I FRAME ANCHORING Mo IXbuckconstruction for DP n 46 PSF L r ATF 1 0 i`pg c9n SEE DETAIL iirPV i QQ 00 6 MASONRY OPENING TYP. HEAD a JAMBS n R X _ L 0za 4 Wad ASTRAGAL to SHOWN FOR o= FRAME REFERENCE ` ONLY - 14 ! v IX BUCK 2S SEE DETAIL T TYP. I SILL 1 1 I I I 1 I C 0 NN Z ASTRAGAL SIRIKEJAM/ FRAME ANCHORING Masonry 1 X buck construction CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be ad usted to maintain the min. edge distance to mortar Joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be odpAted 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. Concrete anchor table: ANCHOR ANCHOR MIN.. MIN. CLEARANCE. MIN. CLEARANCE TYPE SfZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR. IiW 1/ 4" 1-1µ' r 4" TAPCONaITW TAPCONe 3/16" I-1/4' 3" 1.1/r WOOD SCREW INSTALLATION NOTES: maintain minimum distance 1"end distance. a 1"O.c. spocina of I. o u 5/B edge wood spews to prevent the spitting of wood. for DP > 4S PSF and G DP " WPSF 2 67 2 63 e 63 L 64 UETAII 1 DETAIL 1 Aifa f 1: 0oce bolt Attach ashairttsurface bolt es to Name s *,,plate to frame as shown (Outswing) as shown (Inswing) 63 65 66 64 63 DETAIL 2 DETAIL t Attach wdoce bolt Attach surface bolt strike plate at the IMeshold strike plate at the threshold Ouhswtng) ( hswlno) HINGE JAM/ LATCH A DEAD/OLT DETAIL tE NTS. C. rr: JK 1. K: LFS uiro0 : FL- 15036.9 t[ r 7 or i , may 8 95.25 A m N •; 0 E Q S W w a. a. 1898' leas- 20.63' lox 14a1r 4 a 3 13 TYP. a 13 TYP. TYP. 13 S w yN 0 c F E 4,7 4s 12r 3.25 U 0.7.7 91 0.7S ss N lUI G n33 O SEE NOTE I ow o Q 4 gy3or iN a I--- O.IS a NOTE: CATE 02124112 = sett N.T.S. o i1THEASTRAGALBOLTHASA3" THROW AT THE TOP AND ONO. ft. JK 0THEBOTTOM. fja. a: LFS ; ORAwN6 NO: N FL-15036.9 c ptn 8 or -L 0 a Blll OF MATERIALS DESCRIPTION MATERIAL 1 X BUCK SG >= 0.55 WOODrD2XBUCKSG >= 0.55 W000 MAX. 1 /4"SHIM SPACE WOOD 1/4" X 23/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY • 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE F I/d" X 1-3/4•RW CONCRETE SCREW STEEL G 3/16" X 3.1/4' PFH R1N CONCRETE SCREW STEEL H 1/4" x 3-1/4" PFH ITW CONCRETE SCREW STEEL I I /4" X 2-1 /4' PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4"PFH ITW CONCRETE SCREW STEEL K 10 X 2" PFH W000 SCREW STEEL L 8 X 2-1/?'PFH PFH WOOD SCREW 1.15" MIN. EMBEDMENT STEEL 1 HURRICANE ASTRAGAL ALUM. 2 ASTRAGAL STRIKE PLATE STEEL 3 ASTRAGAL FLUSH BOLT STEEL 4 ASTRAGAL FLUSH BOLT RETAINER ALUM. 7 SHORT REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 9 4" X 4"HINGE .097" THK. STEEL 10 10 X 3/4" PFH W000 SCREW (HINGE TO FRAME) STEEL 13 10 X I-1 /2" PANHEAD SMS STEEL 17 KWIKSET PASSAGE LOCK -SIGNATURE SERIES STEEL 19 HEADER JAMB PINE SG >= 0.42 WOOD 20 SLOE JAMB PINE SG >= 0.42 WOOD 21 KWIKSEI OEADBOIT •SIGNATURE SERIES 780 STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 31 BUMP FACE THRESHOLD LOW PROFILE ALUM. /WOOD 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 39 HIGH WATER DAM THRESHOLD ALUM. 10 CLASSIC CRAFT DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 WIOTHOYIELD STRENGTH Fy (MIN DER 6.000 PSI TMERMA-TRU FIBERGLASS 42 TOP RAIL COMP. 43 LATCH STILE WOOD 44 HINGE STILE W000 BOTTOM RAIL COMP. POLYURETHANE FOAM 1.911x. DENSITY POLYURETHANE 1 /2"SURFACE BOLT SPACER STEELr6OIVESSURFACEBOLTR4S48.0" L. X.2S 1HK. STEEL STEEL I/4.20 SIX BOLT W/ 1/420 FEMALE END X 13/4" L STEEL SURFACE BOLT STRIKE PLATE HEEL 10 X 2-1 IT PFH SCREW STEEL 65 3/16" X 2-1 /4" PFH ITW CONCRETE SCREW STEEL 66 3/I b" X 23/4• PFH ITW CONCRETE SCREW STEEL 67 3/Ib" X 33/4"PFH IfW CONCRETE SCREW STEEL u I I•••• J O O ti '''' • 1* • 11 ```` '9i m Z za6• -- ; ER ? $ u 7 5 oa 19 20 HEAD i IDE $ n Jomb sd + m a c_ Qyp Eoa O 36a r 2.20' --1I1 z + R Ti y my J1 EU 1 E THRf VOID LOW PROFILE 7 0$ m 3' C L Y 1rr HN V 1 fn 3ELF A NG ADDLE TNREHOID W W o b N oo LuLa 4.56" a a 2.36• : a W o_o 0jL1 WE 02 24112 wut: N.i S. NIGH WATER DAM IRESHOLD °"c or 3K ow Ba LFS ouvm No FL-15036.9 a smca 9 or Y 1 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, Fl. 33593 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9913 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Classic -Craft" Exterior Swinging Exterior Door 118 Industrial Dr. Fiberglass Double Door w/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing / Outswing Phone 419.298.1740 Non -impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) 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 FBC Sections 1609.1.2 & R301.2.1.2. 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 drawing FL-15036.10 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill items 931 and #33 under the active door do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed (in the "HVHZ") 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 FL-15036.10 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460336-A,8,C TEL 01460339-A,B,C S77S00001 15427-107362 ATI 67508.01-106-18 ETC-01-741-10705.0 ETC-01-741-10593.0 TEL-06-1031-3 Test Standard ASTM D1929-96, ASTM D635-03 ASTM 02843-99 ASTM D1929-96, ASTM D635-03 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. 2. Drawing No. Prepared by No. FL 15036.10 RW Building Consultants, Inc. (CA #9813) 0epto7,°+stsyts. 9 3. Calculations Prepared by `a,° `• St ;(.rl.t,+ oa Anchoring RW Building Consultants. Inc. (CA #9813) ee4 '.•'G = /'! u ` f A, ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. ' ' No 43409 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemem :G Institute, certifying that Therma Tru Corporation is manufacturing products = -0 within a quality assurance program that complies with ISOBEC 17020 and S i i t= OF Guide 53. :Q.a' n 4` •`cam Sheet t of 1 oiofic, f, ie our '•'a°° `,• Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W. Haney, P.E. Joseph L. Dolden, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by yndon F. Schmidt, P.E Lyndon F. Schmidt, P.E. FL PE No. 43409 10/16/2017 THERMANTRU' DOORS Classic -Craft, FIBERGLASS DOUBLE DOOR W/ SIDELITES INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and 4 in compliance with the 61h Edition (2017I Florida Building Code FOCI structural requirements including the "High velocity Hurricane Zone" (HVHZ). 2. Product anchors shag be as fated and spaced as shown on details. Anchor embedment to base material shag be beyond wag 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 bome debris protection this product is required to be protected with an impact resistant covering that complies with FBC Sections 1609.1.2 3 R301.2.1.2. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2c 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 using coastal sil item 439 under active doors and all sills used under sidelites meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outrMng configurations using At Items R31 & A33 under the active door do not meet the water infiltration requirements for the'HVHT. Inswing units shag be installed fin the'HVHZI 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 sU is less than 45 degrees. TABLE OF CONTENR SHEET i DESCRIPTION 1 Typical elevations. design pressures S general notes 2 Door panel details 3 Sidelte panel defogs & Glo*V detail 4 Horizontal cross sections 5 Vertical cross sections 6 Vertical cross sections 7 Buck and frame anchoring . 2X buck masonry corehuctbon 8 Frome anchoring - I X buck masonry construction 9 Astragal details 10 Bgl of Materials t: Components lOSS MAX. OVERALL FRAME WIDTH Z = O rr Mx = W o0 h IU lu IU lu O Cala 1 R. It 8 N .. Eg o •a R Z mda V LL cZ v SWING OVERALL FRAME - DIMENSION. DESIGN,PRESSURE (PSI) WITHOUT SURFACE BOLTS WITH SURFACE-:. BOLTS- =: POSITIVE- NEGATIVE POSITIVE NEGATIVE INSWING 105.5" 1c 98.0" 47.0 47.0 60.0 60.0 OUTSWING 105.5" 1c 96.5" 47.0 47.0 60.0 Six[ N.T.S. owc. or. JK um er. LFS FL_ 15036.10 m 1 or 10 EXTERIOR 46 n INTERIOR t-1 "\ HORIZONTAL CROSS SECTION 36.0"MAX. PAI='DTH 0193 4.11' V— ts 11 ZI d IAT e 1.0 40 C,.ZANE L NOTE WOOD DOOR COMPON64M* OAK (SG >- 0.671 EXTERIOR INTERIOR 4-*\ VERTICAL CROSS SECTION M+ 4K o cd A": N.T.S. 10. ey.. A DL BY. LFS AWNC 'o. FL- 15036. 10 CEY 2 or 10 13.7. PANT 7. 01 SO SIDEl1TE ANEL NOTE: WOOD $[DEUTECOMPONENTS: PINE (SG >- 0.421 NOTE: I. Spacing for item N IS & 629 (life frame screws) is as follows: From the bottom up on sides: 6.5". wilh 7) more spaced at 9.W o.c. there are 12) screws bosh top and bottom 2.13' In from each comer. i i_. Olr L ST SIOMIUM TOP & aimRatl EXTERIOR INTERIOR IZONTAL CROSS SECTION r PJ At( J, rHK. EXTERIOR WERED kSS SPACE IPERED ASS INTERIOR GLAZING DETAIL G 1 3 YITNated plats W/ pvc 6te fnsme MIN. 4S THK. 1/B TEMPERED GLASS AIR SPACE I/8' TEMPERED GLASS EXTERIOR r fir' z':p';b 4Q' f e oil 11 u N •; o a • Z o z$O Sl R jIS S C* maa e= fo 3u mil. INTERIOR 2 VERACAL CROSS SECDON 3 OAL N.T.S. o. or. A m ic. or LFS ; AWM NO: rr N FL-15036.10 c ECT 3 or 10 a q EXTERIOR 20 v I 0,IS I--- CSINK C ( TMP1 B 1•Ip'Mw• 1 HORIZONTAL CROSS SECTION WAM9 0XVIRMY 2 4 21 0 17 N61 3 P 4e 4 EMS. (TYP.) q Outswing shown • Inswing atso approved S 4 6 6 6 NOTE: I. The sidelite is direct set into the iamb with 021 item #M (#8 K T PFH woad screw). There are (4) at each vertical iamb from the top down at 13.5", 31", 48.5" b 66". 2 HORIZONTAL CROSS SECTION q tsawpur g a n • Ins%" 6 d INTERIOR EXTERIOR 3 HORIZONTAL CROSS SEC11ON q Outsw" configuration IOU& INTERIOR 4 EXTERIOR INVI rsm11 5 HORIZONTAL CROSS SECTION 4 Shown w/IXsub-buck EXTER101 INTERIOF R m Its Y \ OR z r.i Ea pC$Zv LL C= EO t^, 2, IHJJ 2W J N Wu 3 m U d 4 HORIZONTAL CROSS SECTION q Inswing configuration su[• N.T.S. re.Im JK a. or.. LFS 3 VNM rm . FL- 15036.10 "- c Cr s or 10 Q a st R a vvy=- INTERIOR Gi 1 VERTICAL CROSS SECTION S Outsving shwon . ftMng also oPproved or -&HP wa requirements m m 63 62 jMWW EXTERIOR INTERIOR O. O. 62 J 7 3 r2 VER17CAL CROSS SECTION G h a s N 8 z$ }m GW a 14 Z 3a g z o ic.02 24112 i x[: N.T.S. S i G. v` JK . x ar. US ; AWK no.. ° N FL— 15036110 c ccr _L Of 10 a SO M SEE NOTE I INTERIOR EXTERIOR 1 VERTICAL CROSS SECTION 6 Ott AAn Vsltl+n • Inswin0 INTERIORSEENOTEI1MI EXTERIOR 3 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR SEE NOTE I C Ii f INTERIOR S), VERTICAL CROSS SECTION 6 Outswing configuration 2 VERTICAL CROSS SECTION 6 Shown w/IX sub -buck NOTE: 1. Anchors osf Y 1hru head and s01 at C in from each comer end. 4 VERTICAL CROSS SECTION 6 Inswing configuration G rrr A a m LFS AWM No FL- 15036.10 a -L or 1 TYP. HEAD MASONRY 3 JAMBS OPENING A 2X BUCK NIr Ir Ir STRAGAL AND MULLIONS SHOWN FOR . REFERENCE ONLY BUCK ANCHORING MASONS OPENIM L FRAI o0 2X B CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the cornea may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER• must be odJusted to maintain the min. edge distance to mortor Joints, additional concrete anchors may be requied to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN_ MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT i0 MASONRY i0 AOJACEf4T EDGE ANCHOR . ITIN 1/4" 1. hr 2" 4" TAPCON• ELCO 1/1" 1.1/4" ULTRACON ITW o 3/16" r TAPCON IwUUU JC.KCW IN,11/11L/1IIU" "I JI C.IJC.KC'N 11`UTALUIIU" "I JI G: 1. Maintain a minimum 5/li edge distance. I"end distance. 6 I"o.c. spacing of wood screws to prevent the splitting of wood. TT SEE DETAIL EAD i 3 JAMBS ASTRAGAL SHOWN FOR REFERENCE IE M TYP. ONLY ICK N F TYP. SILL I SEE DETAIL I ASTRAGAL SIRfKE JAMB FRAME ANCHORING Mosom 2X buck conshuction 2 I 2 63 o 28 DETAIL 1 DETAIL 1 Attach of1trNaltsurfece boll Attach astragoltsurfoce boll ftrfke plO1es to frame stlBCe pl0fes to Ilafile as shown (Ouhv4v) os shown (Inswirlp) r6365666427 LATCH A DEAOBOLT DETAIL 63 DETAIL 2 DETAIL 2 Attach surface bolt Attach surface bolt stoke plate of the threshold shlke plate of the threshold loutswing) (lnswingl O A rrl 11 111 i3 m Z E 20 z v N= 0 In i c`=i I y WU HINGE JAMB 7 O yY m HINGE DETAIL A": N. T. S. o By JK X. m LFS wc NO -- FL - 15036. 10 7 ar s 7S a 3' to Ii n t. n i v'• Z • c n III •••'• ... L{/\`\ J O hI//// ••\\`` Z m O q t ssT _ ESaa MASONRY Ri § q g 4 OPENING ro i m a a L' 28 €_ 0 Y d rn z FRAME l zz x R O vi tagIXBUCKLATCHADEADOOLTOETAIL y Os 12 10 10 N H V1Z HINGEJAMS u vv) ASTRAGAL STRIKE JAM! FRAME ANCHORING o 0 CONCRETE ANCHOR NOTET: Masonry I X buck const POlon HINGE OAAII La W. 1. Concrete anchor locations of the comers may be adjusted to maintain the min. g k edge btande fo mortar Joints. 2. Concrete anchor local ons noted as 7 AAx. ON CENTER' must be o*ntod to maintain the min. edge distance to mortor(olnts. additional concrete anchors 65 66 2 63 ` may be reavYed to enwre the `MAX. ON CENTER' dimension ore not exceeded. 64 63 - 3. Concrete anchor table: - zz N Z u° arT 02 24 t 2 = 63 G 64 63 srKr N.T.S. 2 owo er: JK m DETAIL 2 DETAIL 2 OFTAII 1 DETAIL 1 CHK. r. LFS ? Attach surface bolt Attach surtdce bolt Attach a t/surface bolt Attach astragol/sudace bolt or, „rw „o ; d strike plate at the ttreshold strike plate at the threshold strike plates to frame stoke plates to frame w as shown (Ouhwing) FL-15036.10 f, g acing p gl (OulswIng) as shown (Inswing) n wood screws to prevent the splitting of wood. swC[s 8 or 10 0 SEE OETAII TYP. HEAD 3 JAMBS ASTRAGAL SHOWN FOR M TYP. REFERENCE ONLY N F TYP. stu SEE OEfAII 7 I I 1 I I I I I I ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE SIZE. EMBEOMEM TO MASONRY TO ADJACENT TYPE, EDGE ANCHOR mM 1/4- T-lµ• 2' r iAPCON 11W 16' 1.1/r S' 1.1/7' TAPCONe WOOD SCREW INSTALUIION NOTES: Molnfain a minimum S/8' edge distance, 1• end distance, d I' o.C. sP o/ I 3 SEE NOTE 1a4-- 0.06' CV 4-0.13' T ST oL m Is NOTE. art.02 24 12 1, THE A57RAGAL BOLT HAS A 3' THROW AT THE TOP AND wAm N.T.S. THE BOTTOM. OK. rt JK Cm. gy. LFS FL- 15036.10 u* 9_OF 10 OF MATERIALS REM DESCRIPTION MATERIAL REM DESCRIPTION MATERIAL A I x BUCK SG >= 0.55 woop 21 KwIKSET OEAOBOIT -SIGNATURE SERIES (780( STEEL B 2x BUCK SG >= 0.55 WOOD 22 1/8 THK. CELLULAR GLAZING TAPE C MAX. I/4' SHIM SPACE W000 3 PLASTIC LIP LITE FRAME SMC PVC 0 1 /4" X 2.3/4" PFH ELCO CONCRETE SCREW STEEL 24 1/1' INTERCEPT SPACER STEEL E MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 2S SILICONE CAULK SI O. o 1 n 3 i ` = a Z f made cZ yyo JQ o mg W O U m ff 00 N N o 1.56' --I 2.20 — r 2.IT—{ O + aQ rI as c F 2.36" --i i z 19 20 fAAJ.)Wnb f TOE 16 Off« NG SIDE 3I RUMP /ACE iHRESHOID lOW PROfIIE a ! 2.59' I 2.IS o_ 4,56• F-1.66• --i 2.Ir —. I - 1 I-16 -- I I s.7s --I N _ o o 2.36" j 1.6r am 02 24 t 2 8, , SW[: N.T.S. aQ o a M. or: X m' L --( I ST 1 cm. NY: LFS i o.s3• —I 4— 1- pMMNG NO: N 39 HIGH W R OA RE HO 23 U/ FRAME Is 3HPae r IDELIIE 24 L45TIC UP 111E FRAME A NG DDIF 1HRFH lD -15036.10 ^ scn 1Q 1Q p BIL.. Tw L LIt# fill I 1 /2/2018 Florida Building Code Online B_usine_ss 8 Profe_s_sional Re ulation BCIS Home I Log In I User Registration i Hot Topics I Submit Surcharge ; Stats 6 Facts I Publications I FBC Staff I BCIS Site Map I Links I Sear. du - Q Product Approval I11 vj USER: Public User Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL1S332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62S14 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard AAMA/WDMA/CSA 101/I.S.2/A440 Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 https://www.tloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXR(EB7u42Zdg%3d%3d Year 2008 1 /3 1/2/2018 Florida Building Code Online Date Approved 10/10/2017 FL # I Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S332 R4 [I 08-OOSOOE.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 510807D.odf i 15332_2 SERIES 420 ALUMINUM SGD SRIEES 420 ALUMINUM SGD OX, XO_XX REINFORCED`- — ----- -- - -- Limits Installation Instructions Approved for use in HVHZ: No'_ FL15332 R4 I[ 08-00498E.odf Approved for use outside__H_V_H_Z_: Ye_s ,Verified By: Luis Roberto Lomas 62S14,__ Impact Resistant: No. Created by Independent Third Party_Yes, Design Pressure: N/A _ _ _ _ _ _ - Evaluation Reports __-_____ i ' Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PR_ESSU_RE, IFL15332 R4 AE 510805D.odf,__ ^_ _ / RATINGS ' -- Created by Independent Third Party _Yes REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 If 08-02248C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL1S332 R4 AE 512968C.odf 80" NOW 153324 SERIES 420 ALUMINUM SGD; SERIES 420 ALUMINUM SGO REINFORCED OX, XO, XX 96"x96" REINFORCED, - - - - - -- -- - -- -- -- - - -- - -- - - Limits of Uses _ —_ - - Installation Instruction -I __ - Approved for use in HVHZ: No: FL15332 R4 It 08-02249C.odf: Approved for use outside_ HVHZ: Yes 'Verified By: Luis Roberto Lomas 62514 Impact Resistant: No; Created by Independent Third Party_ Yes Design Pressure: N/A! _-_ ___ _ _ _ _ __ _ _ _ _ _ _ __ _ _ _ _ _ _ Evaluation Reports' — Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE; FL15332 R4 AE 512969C.odf, ATAII_G L.. t.J-.-.J-- REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-022SOC.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 512970C.odf RATINGS Created by Independent Third Party: Yes 1S332.6 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 It 08-00499E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Thlyd Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FL1S332 R4 AE S10806D.odf RATINGS Created by Independent Third Party: Yes 1S332.7 SERIES 420 REINFORCED ALUMINUM SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S332 R4 It 08-00S01E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE 15332.8` rSERIES 430/440 ALUMINUM SGD Limits of Used 430/440 ALUMINUM SGD XXX 143"x80" NON;. Installation Instructions; 1/5/2018 Approved for use in HVHZ: No FLIS332 R4 If 08-OOS02E.odf Approved for use,outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE S10809D.odf RATINGS Created by Independent Third Party: Yes 15332.9 I SERIES 430/440 REINFORCED I SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 II 08-OOS03E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE FLIS332 R4 AE 510810D.odf RATINGS Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Coovrnaht 2007-2013 State of Florida.:: P{j_v 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 sen electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. *Pursuant Section 4S5.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email adds 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 wi<- 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 licen: under Chapter 4SS, F.S., please dick here_. Product Approval Accepts: F-0-1 E Credit Card Safe https:/lfloridabuilding.org/prlpr_app_otl.aspx?param=vvGEVXQvADgtH8572gvdWldku3BmvbCOTFy%2fAGnRwpRXRfEB7u42Zdg%3d%3d 3/3 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL~ EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RFOUIRFO FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO a OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/18' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE 010 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 .048' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP. PX, XIP, PIX. TABLE OF CONTENTS N0. DESCRIPTION 1 I NOTES ' 2 - 3 ELEVATIONS 4 - 10 INSTALLATION OETALS RlV6g9d DCSCFonvw AYE APPROVO HOED CHARTS 03/05/12 R.L. REVISED PER NEW TEMC 10/29/13 R.L ADDED FIANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVSED INSTALLAT" DETAILS 07/30/15 R.L. REVISM INSTALLATION 00AILS 06/20/17 R.L. SIGNED: 08/ mo17 MI WINDOWS AND DOORS LLC 1u1IIMr1q 650 WEST MARKET STREET GRATZ, PA 17030 5 R' 0 i G E Np' .14p 061SERIES420SGD 96` X 80` NON -REINFORCED AaAiiNOTES OFsrt¢ w -,toR10':• ' 4 awu o e ra Iav e• SSAON1111E G` F.A. 08-00498 E AA 1 LYIS R. Lomos P.E. FL t NTS 0'`rz 02/23/09 -m 1 OF 10 LAOHERFOLC%WPE. A=W0ODFCADRDLENtiYALE.AC27= 4N-6080M arruseetmaiNcom No.: 62514 i FI HI 6• MAX 96- MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED r 17' r 1 MAX I 6" MAX 17' MAX O.C. io- T O X a LAX IGH 6" MAX CHT SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING, s40.0PSF NONE SEECHARTS 01 AND 12 FOR OTHER UNITS RATINGS NOTES., J. MAXWUM PANEL SIZE, 48 1/2' x 7r 2. MAX/MUM D.L.O.: 4.1 W x 74 Sid' HARDWARE SCNEDULE FLAT MOUNTED HANDLE SET (PART 199-04/45) LOCATED 38 3P1' ON CEI METALLIC TANDEM ROLLERS (PART NW17.195) AT EACH END OF PANEL ArAS04 oaaavna art APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVLSED INSTALLATION DETAILS 07/30/15 A.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. CHART PI WHERE WATER INFILTRATION RESISTANCE IS REOUIRED. SEE NOTE 9 SHEET t Design pressure chart (pso Fmffo Sa1pc Panel OM Total Ftwa Wblh (in) Y1apM 36. 0 420 48.0 00 ZED 600014 00 e4.D0 9G00 Pos I Mop I Pos I Nag I Pos Meg I PCs I moo 80. 0 40.0 1 55.1 1 40.0 1 46.2 1 40.0 43.4 1 40.0 40.0 CHMT 12 WHERE WATER INFILMn10N RESISTANCE IS NOT REOU/AED. SEE NOTE 9 SHEET 1 Design pressure Chart (ps0 Fronro skvb Paw ena Total R wmWdtA (In) Hove X0 T 36.0 420 41L0 N) 6000 7200 Do 96.00 PamPosNagPosNagPosNog40. 0 55.1 1 53.1 1 48.2 1 452 43.4 1 414 1 40.0 1 40.0 CHART P3 Number of anchor roeauons repuirod frium Salglo Panel and:FM ft= WCtD (in) s9j 30. 0 36.0 420 4&0 0 n0 84.0 940 M, t Jamb H65 JamO HdS Jamb Hd5 JomD 4 1 5 1 5 5 1 6 1 5 6 1 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD 96' X 80" NON -REINFORCED ELEVATION OPAYet 0" 40, F. A. 08-00498 Nut NTS I o" 02/23/09 -2 OF 10 L AWAW LO"AS P E. 14W WODOFOW RD LEWI$VJLLE. NC27= 4N404M b.AjP Avn SIGNED: 0&20/2017 pENSF I) D T S , SjS•' ONA `1E*: ` Luis R. Lomas P.E. FL No.: 62514 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD h JAMBIS SEE CHART 14 FOR NUMBER OF LOCATIONS REQUIRED 17' 8' MAX I OMAXC. 6' MAX IJ 17' MAX O.C. MAX FRAME HEIGHT 6' MAX SERIES 420 SGD EXFERIOAV/EW 2) ANCHORS PER LOCATION AT SILL DESIGN PRESSURERTING IMPACTRAT(NG SEE CHART 14 FOR NUMBER OF 140.OPSF NONE LOCATIONS REQUIRED 6' MAX SEE CHARTS n AND 02 SHEET2 FOR OTHER UN?S RArw" CHAar m HrmDr dOfichm londonsropWr d R&ft SA10D Fbfa&w Tad uu vfthjN HAvD JAO 1 J0.0 1 aa I40 n) 6Q0 MLS JIAfO mo HAS Jamb 1 04.0 I U&S Jamb 0&0 I NSS I J&me DtseAlprox OAIE Ar IA"D ADDED CHARTS 03/05/12 R.L. REUSED PER NEW TESTING 10/29/13 R.L ADDED FLANCE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L REVISED INSTALLATION DETAILS 06/20/17 R.L. MI WINDOWS AND DOORS LLC NOTES: 1. MAKIMLMPANEL SIZE:4812•r7r 650 WEST MARKET STREET GRATZ. PA 17030 2 ALAxrMluuD.L.O.:o.SYi7.5 D' SERIES 420 SGD 96' X 80' NON -REINFORCED FIN ELEVATION ORnfi. e F A. OnC Aa 08- 00498 HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (PART ON-04.1+5) LOCATED 383N• ON CENTER FROMPANEL BOTTOM 1) METALLIC TANDEM ROLLERS (PART 099.17-195) AT EACH END OF PANEL BOTTOM PAILS 02/ 23/09 s-3 OF 10 L AOWATOLOMASP.E. IN021AO0Df0RD AD LEu1SVALE. NC 27023 43+ 40D4609 SIGNED. 06r20,2017 R I to 11 - w *\GEN4" l p 0: STTAcCT++FFE OF :2 fezORIOr G• ONA' tE` Luis R. Lomas P.k. FL No.: 62514 1/2' MIN. EDGE DISTANCE 1 3/8' MIN. WOOD FRAMING OR 2X BUCK EMBEI BY OTHERS 1/ 4' MAX. SHIM PTO WOOD SPACE SCREW EXTERIOR • 1 I I I I I I INTERIOR 10 WOOD SCREW WOOD FRAMING OR 2x BUCK BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT T-- 1/ 2' MIN. EDGE DISTANCE E SET IN APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. WENT MIN. STANCE 1 / 4 MAX. SHIM SPACE RrAsod DaCAVIWN DIE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/1S R.L. REVISED INSTALLATION DETAILS 06/20/17 1 R.L INTERIOR EXTERIOR JAMB INSTALLATION DETAIL HOOD FRAMING OR 2X BfICK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96' X 80' NON —REINFORCED FRAME INSTALLATION DETAILS DAOVN: Dwwc uo. F. A. 1 08-00498 NTS 017E 02/23/09 —4 OF 10 L ROBERTO LCNKS P,E. 1412 WOODFORD RD LEM9SWLLE. NC -Yon W- fss-a OB ru1P..rne1 SIGNED: 0"OM 17 0% 11 111LI0 GEN3F9` P Z TArAT' E OF O. S ONA hilli16\`\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS LP10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE EXTERIOR 1/4' MAX. SHIM SPACE WS OR DRILLING V INTERIOR XL TO BE SET IN BED OF APPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATOV NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 I- 1/2' MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. r SHIM SPACE AN uswron art APfRWID A ADDED CHARTS 03/05/12 R.L B REVISED PER NEW TESTING 10/29/13 R.L. C ADDED (LANCE AND Fla L45TALLAPONS 12/06/13 ILL D REVISED INSTALLATom DETAILS 07/30/15 R.L. E REVISED WSTALLATION OETAILS 08/20/17 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SOD 96' X 80" NON -REINFORCED FRAME INSTALLATION DETAILS WAM1@ OrIC NO. F.A. 08-00498 scu> NTS 104M 02/23/09 —5 OF 10 L ROBERTO LOMAS P.E. AV WOODAORD RD LEW/SVXLE. AC 2'= 064w.mv am SIGNED. O&M2017 GENSt it. 1Ip,,.6251'. 0: sTTAAY OF :,` w" aLOR10T: OMA 1/h/11111`\\. LuI3 R. Lortlos P.E. FL No.: 62514 1 1/2- MIN 1- MIN. Irtv MTE "PPO'm SEPARATION EDGE DISTANCE A HOED CHARTS 03/05/12 R.L. 8 REVISED PER NEW TESTwC 10/29/13 R.L. d " G ADDED FIANCE AND FlN INSTALlA710N5 12/06/13 R.L. 1 1/4' MIN. d : EMBEDMENT 0 REVISED INSTALLATION DEWS 07/30/15 R.L. CONCRETE/ d• • • EMBEDMEENT E I REVISED INSTALLATION DETNLS 06/20/17 R.L MASONRY BY OTHERS 1/4- MAX. SHIM SPACE OPTIONAL •... tx BUCK —{ 1/4- " PACTOBE1- • I r SHIM SPACE PROPERLY MIN. .' I INTERIOR EDGE SEE NOTEE3 DISTANCE SHEET 1 q? 3/16' TAPCON 5 MIN EXTERIOR INTERIOR SEPARATION I SILL TO BE SET IN • :o A BED OF APPROVED SEALANT 3/16' TAPCON 3/16' TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS MASONRY/ OPTIONAL IX BUCK JAMB INSTALLATION DETAIL CONCRETE TO BE PROPERLY CONCRETEWSONRY INSTALLATION BY OTHERS SECURED SEE NOTE 3 SHEET 1 ' d' d.• 1 1/4- MIN. NOTES 1. INTERIOR AND EXTERIOR RNASNES. BY OT NEAS, d EMBEDMENT • • NOT SHOWN FOR CLAA/TY. 2PERIMETER AND JOWTSEALANT BYOTNEASTOBE DESIGNED W ACCORDANCE WITN ASTN E2112 SIGNED: Ml20/ 2017 2 7/ 9' MIN T- MIN. MI WINDOWS AND DOORS LLC SEPARATION EDGEDISTANCE650WEST MARKET STREET \g R. LOB/j VERTICAL CROSS SECTION GRATZ. PA 17030 v •GEJug 9s i` CONCRETEWSONRY INSTALLA TION SERIES 420 SCD *- 0,625 96' X 80' NON —REINFORCED — '' FRAME INSTALLATION DETAILS; STATE Op ,•` La1AwR: orc so Kv 'i•!AOaF1Q:c(OR10*•G?\z sFeuAL o n 08-0000T498 E "/iS/DMA 1` NTS 02/23/09 6 OF 10 L ROBERTO LOMAS P.E. Luis R. Lomos P.E. 1AnWOODfORD ADLEMSMLEInc27= FL No.: 62514 49L-68&OW9 rsant$G*fa ,*1 o WOOD FRAMING 1/2* MIN. OR 2X BUCK EDGE DISTANCE BY OTHERS 110 WOOD SCREW ID FRAMING 12x BUCK BY OTHERS 1 3/8- MIN. EMBEDMENT 1 3/8- MIN. 1/4' M. AX EMBEDMENT 1/4 SHIM SPACE MAX. SHIM SPACE 1 /2' MIN. 010 WOOD EDGE DISTANCE SCREW I EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK bVSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES, BYOTNERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNEDW ACCORDANCE WITH ASTM E2I * 10 WOOD SCREWS IE SET IN APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS MIN. RENT MIN. WV. uIQI-IUL RLNSCNS OfSCRPr " DATE A PRMD ADDED CHARTS 03/05/12 R.L. REVSED PER NEW TESTING 10/29/13 R.L. ADDED FIANCE AND FlN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DEVLS 07/30/15 R.L. REVISED WSTALtATION DEVILS 06/20/17 1 It L INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612WO17 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 0%k%%III111/11 iJCS9,P17030GENS 0 5 *= SERIES 420 SGD 96' x 80' NON -REINFORCED r FLANGE INSTALLATION DETAILS a` qf TAT OF y, O.• tI,` OR10,•? UpAwltHMO. Ra E s/ I NAItW?G`\ WAU o1h T78NTS02/23/09 OF 10 Luis R. Lomas P.E. L ROSERTO LOAKS P.E. My w000FORD RD LEWSWLE Nc.'.'+0.:7 06,064 09 lRGIi Of 0*Spv am FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 110 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE f a10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN I BED OF APPROVED SEALANT 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. WTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE MTNASTM E2112 1 1/2' MIN. EDGE DISTANCE 110 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE . REvI$IOMs 0=xp" all APPNO.ID ADDED CHARTS 03/05/12 R.L. RDASEO PER NEW TESTING 10/29/13 R.L ADDEO FLANGE AND nN INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 07/30/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 1 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST.MARKET STREET GRATZ. PA 17030 SERIES 420 SGD 96" X 80' NON -REINFORCED FLANGE INSTALLATION DETAILS aumc DOG MO. F.A. 08-00498 scut NTS — 02/23/09 —8 OF 10 L RWRTO IA)MOS P.E. I472 WOODFORD RD LEWISVILLE. NC 27= IIl-0i09 iconuseiawna. can SIGNED: 06r20/2017 N1I 1III/I/1 R. Lpi' O E NS •7+ 4AYMOSte• AF ; , 4: i t`''c(ORIO;• 2 SS ONAi1 G\\`` Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN 1' MIN. SEPARATION EDCE DISTANCE 1 1 /4MIN. EMBEDMENT L 1/ a' MAX. SHIM SPACE i r 3/ 16' TAPCON EXTERIOR U_U U_U INTERIOR 1 1/4' MN. EMBEDMENT RMSWS Dc3c" noN D it AP I04M ADDED CHARTS 03/06/12 R.L. RASED PER NEW TESTING 10/29/13 R.L. ADDED FIANCE AND FIN INST& ATK1N5 12/06/13 R.L. REVISED INSTALLATION DErNLS 07/30/15 R.L. REWAD INSTALLATION DETAILS 06/20/17 R.L. 1/ 4' MAX. r SHIM SPACE MIN. • - EDCE DISTANCE . I o MIN I SEPARATION INTERIOR 3/ 16- TAPCON SILL TO BE SET IN EXTERIOR A BED OF CONCRETE/MASONRY APPROVED SEALANT BY OTHERS JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEIMASONRYWSTALLATION 1 a. 1 1/4' MIN. n• EMBEDMENT 2 7/8' MIN 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETHMASONRY INSTALLAT70N TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES. 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E21 t2 SIGNED: 0"0?017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET R' LO i/ GRATZ. PA 17030 GENS 9,r• SERIES 420 SGD c! 61 X BO' NON —REINFORCED FLANGE INSTALLATION DETAILS p TAT OF ati aurw: oac ro. tdv •F•FCORIOT;• ` F.A. 08-000498 scat E iA SS/ONA NTS wl 02/23/09 99 OF 10 1`E\ 1C'` L. RGHERrOLONAS YE. u Luis R. Lomas P.E. q+ 6Be•OnV9 IEorRtfQM tgn 4448 -DA" tW4% "WA *,WM FL No.: 62514 WOOD FRAMING ..{ 1/4 MAX BY OTHERS I SHIM SPACE d8 WOOD SCREW INTERIOR 1 1 /4- MDM DEMBEDMENT APPROVED SEALANT BEHIND FIN EXTERIOR 7/16• MIN — 1 4 EDGE DISTANCE JAMB INSTALLATION DETAIL WOOOFRAMWGOR2XBUCK WSTALIATION METAL STRUCTURE BY OTHERS APPROVED SEALANT TRIM BEHIND FIN 1 1/4• MILD. EMBEDMENT WOOD FRAMING g8WOODBYOTHERSINTERIOR SCREW 1/ 4• MAX HOOK STRIP 7/ 16- MIN EDGE DISTANCE EXTERIOR RMS" oesCson* 4 DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTAUATION DETALS 07/50/15 R.L. REVISED INSTALLATION DETAILS 06/20/17 R.L. 1 5/8* MIN. EDGE DIST. TRIM INTERIOR MASONRY/ CONCRETE BY OTHERS 1/ 2• MIN. EDGE DISTANCE HOOK STRIP r SHIM SPACE 110 SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOWT SEAL NTSYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2x BUCK OR WOOD FRAMING BY OTHERS TRIM INTERIOR HOOK STRIP Ag'*' PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE I 1/2' MIN. I 1 EDGE DISTANCE 1 3/0' MIN. EMBEDMENT S10 CREWOODIPANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION 2X BUCXAVOOD FRAMING 1 1/4• MIN. EMBEDMENT I BUCK BY OTHERS. Ix BUCK TO BE PROPERLY SECURED 3/ 16- TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONR» CONCRETE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2. PA 17030 SERIES 420 SGD 96" X 80' NON -REINFORCED FIN AND HOOK INSTALLATION DETAILS DRAW t o c xa F. A.08-00498 VAU NTS I DAM 02/23/09 ISHMIO OF 10 L R0WRTO LO"4S P.E. KV WOODFORD AD LEW/SVALE. NC-'7= J344U4M eAwrusfv*wmwpr.mn SIGNED: 06/20/2017 p E N S •9.1+ A TA SE OF O. F•: c ORIO• '' ONA . IV":'' ` 1111% Luis R. Lomas P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5, FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATIONRESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATEANCHORSASSHOWNINELEVATIONSANDINSTALLATIONDETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING 1.470 METAL STRUCTURE USE 110 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A WOOD - MINIMUM SPECIFIC GRAVITY OF Ga0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL ISGA, 33KSI OR ALUMINUM 6063-T5 .048• THICK MINIMUM15. APPROVED CONFIGURATIONS: OX, X0. XX. xP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION t NOTES 2 — 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS ALVAICNS uacnplaN bar AF o tc ADDED FLANGE AND FW INSTALLATION 12/10/13 RL. REVISED INSTALLATION DETAILS 08/03/15 RL REVISED INSTALLATION DETAILS 06/21/17 1 R.L. SIGNED: 06/2T/2017 MI WINDOWS AND DOORS LLC 01III)III//, 650 WEST GRATZ. MPAKET 030 STREET J S C6jys v9 0 61 x= SERIES420SGDREINFORCEDWITHOUTADAPTER*• 96' X 96' NOTES p E OF 4¢r D . i FS'-GRiO; t0ft L o. c RLV 08- 02249 C S ONA ?O` NTS10/30/13* 1 Of 10 j1V Luis R. Lomas P.E. LROBERTOLOWSP. E f 4= WOOOFOAO RD LEWSWLE. NC:M,2 AN- 610-009 d"A$@wft"uqwC" FL No.: 62514 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 17' r MAX O.C. 6' MAX 6' MAX 17MAX O. C. 96' MAX FRAME HEIGHT 6' MAX SERIES 420 SGO REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 135. OPSF NONE SEE CHARTS IrI AND /2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 4E r2• It W 2. MAXIMUM D.L.O.: 44 Wx 9056' HARDWARE SCHEDULE E>. 0) FLAT MOUNTED HANDLE SET (99-04-145) AT38 314-ON CENITR FROMPAmpt Rnrrra EACH END OF PANEL BOTTOM ALL PANEL INTERLOCKS CHART sl WHERE WATER INRLTRAT ION RESISTANCE IS REOUIRED. CFC uATC a eueGT Dosign preMm Mart (PA karts Snob Pi W Tola1 Rmm N'do1(n) 1 J0. 0 1 3CO 42.0 1 A" 1ni 60. 00 7200 AR': e400 SUB Pox Hp Pas I POt Np Pas Np 84. 0 40.0 SB.4 40.0 40A 45.7 400 420 Sao 40.0 55.2 40.0 4e.0 40.0 43.0 30.4 39.4 Re20 40.0 52. 40.0 45.4 40.0 40.6 37.1 37.1 980 40.0 1 49.0 1 40.0 1 43.1 3e.4 38.4 35.0 CHART4? WHERE WATER INF&TRADON RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design Prossaao Mart (Pan hoe Snpa Pwwg amp TOW Frans W%M (n) WON J0.0 310 420 1 4110 b) 60.00 7200 Ko0 DL00 Pos Nso Pos Alp Pas Np Pas Nap 0 58A Se.4 50.9 50.9 45.7 5.7 42.0 42 a0. o 552 552 0.0 4&0 AID 430 39.4 394 D20 4 524 45.4 tT.4 sp,0 406 37.1 37.1 DLO 49.e 491 411 49.1 30.4 30.4 J5.0 35.0 CHARTAI NumW or sntAOr 10e8dons r4eulred hams S• rpw Paw an0 TOW Rama wimp (n) u J0. 0 I SILO 42.0 4A0 lnl 60. 0 1 720 8" 9i0 AILS I lamp I HLS Jama HLS Jsmo AILS J4nla a 4 6 5 11 6 6 e 6 Le.O 4 8 5 6 6 6 6 6 020 4 e 5 e 6 6 e 6 eL0 4 6 5 6 6 B 6 6 pEN9arls o( Sckpmop ADDED FLANGE AND FIN INSTALLATION REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS MI• WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRAT2, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' ELEVATION DR- W ON0 N0. p V.L. 08-02249 SC49 NTS - 10/30/13 -2 OF 10 L AOBERTO LCMA.S PS IAX' *000F0W RO LEM$VLLE, NC 270" 4.%&"f- ow maras;pbmmscy..mm WE APPrroao 12/10/ 13 RL 08/03/ 15 R.L. 06/21/ 17 R.L. SIGNED. 06212017 S R1111/ 011','' r • •\G E N S- iP 4OR%Dl: cr NA u` Luis R. Lomas P.E. FL No.: 62514 6' MAX 6' MAX I17' MAX O.C. 96' T- MAX FRAME HEIGHT 6' MAX 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD 6L JAMBS SEE CHART ®4 FOR NUMBER OF LOCATIONS REQUIRED I t7 MAX O.C. 6' MAX SERIES 420 SGO REINFORCED WITHOUT ADAPTER` AT) SILL HORS PER LOCATION EXTERIOR VIEW SEE CHART d4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING 1MPADT R477NG REQUIRED t35.0PSF NONE SEE CHARTS n AND 92 SHEET 2 FOR OTHER UNITS RATINGS NARDWARESCHEDUL.E NTED HANDLE SET(9944-u5) AT 3e 3m, ON CENTER TANDEM ROLLERS (9947-195) AT EACH END OF PANI 63-T6 REINFORCEMENT (868) AT ALL PANEL ILTERLO l L 0CAL" It oat .arewr0 ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETNLS 03/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SIM. 48 112• r 9$• 2. MAXIMUM D.L.O.: 44 SW. 90SV cwARr— Numboro/ontbor NoeAtIOM 911reO Fnum SYgb Fhml ono Tool LING wxm (n) wvs J0.0 36.0 420 1 48.0 N 60.0 720 0 96.0 N&S I J*mb HAS Jamb N6S J.mb HAS Jomb LM.D 4 6 5 6 6 8 8 6 LI8.0 4 5 6 6 920 4 ILS 6 6 6 6 6 86.0 4 8 8 0 8 6 SIGNED: OW 1,2017 MI WINDOWS AND DOORS LLC 011 1111II1/ 650' GRATZ WEST MPAK17030REET RE "IJ`S AIO'fy' 9F••`P SERIES 420 SGD REINFORCED WITHOUT ADAPTER C c 5 x 96' X 96' L FIN ELEVATION J wrw: owe NIX Had f C l0 RIOT: • 0839 C SsIOIIInIN aG``` OF 10wtNTSb"E t0/30/13OOELAATOLDIWBP.E. PAW NOODFORO RD LEMSVILE NC II70 Lul! R. Lomas P.E. uo9 -1-w4 AbmavriNaeau.mm FL No.: 62514 1/2- MIN. EDGE DISTANCE WOOD FRAMINGEMBEDMENT 1 3/r MIN. OR 2X BUCK BY OTHERS 1/4- MAX. SHIM 110 WOOD SPACE SCREW I I10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 11 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR ZX BUCK INSTALLATION NOTES I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PEAIMETEA AND JOINT SEALA14T BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN, ENT 11N. CVVG VI TANCE OCSCA'IIoN G1E APPROM AD= FIANCE AND FIN INSTALL010N 12/10/13 RL REVISED WSTALLATION DETARS OE/03/15 R.L. REVISED INSTALLATION OETAiLS 06/21/17 R.L. 1 3/8• MIN. 1/4• MAX. EMBEDMENT7FHIMSSPACE I INTERIOR 1/ 2. MIN. EDGE DISTANCE 10 WOOD SCREW EXTE W000 FRAMING JAMB INSTALLATION DETAIL OR2xBUCK8Y OTHERS WOOD FRAMING, OR2XBUCKINSTALun01V MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS D% Qft OIYG M0. p V. L 08-02249 WALE NTS — 10/30/13 s'EE'4 OF 10 L ROBERTO LOWS RE. W32 WOODFORn RD L EMSVpl.E NC 27= QU, 620.060 'e.—d vi - ea. SIGNED: 0&21/2017 GENS, c•`I'i TTAccTE OF S s/DNA; 'E`\ Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2' MIN. j EDGE DISTANCE r 1/4' MAX. 6 r SHIM SPACE 110 SMS OR SELF DRILLING SCREW EXTERIOR Jill' II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 110 SMS OR SELF ORILUNG SCREW METAL STRUCTURE BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND Ex TERlOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2712 T 1/2' MI. EDGE DISU 4 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS Rry I orscM1,710H WE Ap"n A ADDED FLANGE AND FIN INSTALLATION 12/10/13 IRL B REVISED INSTALLATION DETNLS 08/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R L. JAMB INSTALLATION DETAIL METAL STRuCTURE/MSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' FRAME INSTALLATION DETAILS Awx OrC N0. R L- 08-02249 t NTS orc 10/30/135 OF 10 L ROBERTOLONAS PS 14.v MDODfORD RO LEwISwLLE. NC 27an SIGNED: 0&21/2017 GENSF9S F,P TTATE 0R10; GN't NALI` Luis R. Lomas P.E. FL No.: 62514 Rr-45"s 1 1/2' MIN 1" MIN 1— ACV DESWTWN DN yppgly SEPARATION EDGE DISTANCE A ADDED FUNCE AND FIN INSTALLATION 12/10/13 R.L. B RNSED INSTALLATIWI DE71 S 08/03/15 R.L• C REVISED INSTALLATION DETAILS 06/21/17 R L. e 1 1/4• MIN. EMSED1MENT 1 1/4' MIN. CONCRETE/ a: EMBEDMENT MASONRY BY OTHERS 1- 1/4- MAX._ 71 r SHIM SPACE OPTIONAL IX BUCK 1/4 MAX, I • SHIM SPACE TO BE o MIN, INTERIOR PROPERLY EDGE SECURED DISTANCE SEE NOTE 3 SHEET 1 I 3/16' TAPCON 3. o MIN i SEPARATION EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 3/16' TAPCON EXTERIOR 3/16' TAPCON CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL MASONRY/ OPTIONAL I BUCK COJCRETNMISONRY INSTALLA TION CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 a ,. --F NOTES: d 1 MIN. 1.WTERIORAND EXTERIORRNISHES,BYO7NERS n• ..': • .• EMBEDMENT NOT SHOWN FOR CLARITY a •• 2. PERIMETER AND •IOWT SEALANT BY OTHERS TO BE ga' • DESIGNEDwACCORDANCEWITH ASTA#E2712 SIGNED. 0621/2017 MI S AND LLC 11R- t 2 7/8• MIN 1• MIN. 650DWE T MARKETSTREET S 0 SEPARATION EDGE DISTANCE GRATZ. PA 17030 J,•GEN$F9 1+ iS VERTICAL CROSS SECTION SERIES 420 SGO REINFORCED WITHOUT 'ADAPTER 0 610or* = CONCRETEwASONRYINSTALLATXNd 96' X 96' FRAME INSTALLATION DETAILS o ,47Aii"07 O. owaft oc "°` sn' i'oF.'o[OR10T; • ' S V.L 08-02249 C /piss. DIVA..*Fi NTS of 10/30/13 -066 OF 10 I/Iflllt O LROBERTOLOMASP.E MVwDOGFORDRVLEwISv& LEAC2AYJ Luls R. Lomas P.E. as 4344"409ca m FL NO.: WOOD FRAMING OR 2X BUCK 9Y OTHERS 1/2' MIN. EDGE DISTANCE t 3/8' MIN. EMBEDMENT 1/4' MAX SHIM SPACE 10 WOOD SCREWS EXTERIOR INTERIOR rO BE SET IN OF vE0 SEALANT I10 WOOD SCREW OD FRAMING OR 2X SUCH BY OTHERS MIN. AEM vvi u.J MyC VERTICAL CROSS SECTION WOW FRAMING OR 2X BLOCK WSTALLAT1pN NOTES. I. INTERIOR AND EXTERIOR FINISHES BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8' MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS aralaa av oLsoevrbN aac APlN rtO A ADDED FLANGE AND FIN INSTALAWN 12/10/13 R.L. 8 REVISED INSTAL A110N DETAILS 08/03/15 R.L C REVISED INSTALLATION ORAILS 06/21/17 R.L 1/l' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BLOCK INSTALLATION SIGNED: 06/21/2017 MI WINDOWS AND DOORS LLC 0111IIIIIll, 650 WEST GRATZ. MARKET 030 K17REET J S RENo-if I SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96, FIANCE INSTALLATION DETAILS ro7G 5 _ OVIaLw1c orc "°. ien O. i FS ; clOR101; 08 C s/11iilAiil0\\` NTS ou" 10/30/13 —T79 OF 10 ILAMATOLOuo%SP.E. 4= WOODFCWD RD LEMASVWA. NC 274J+' Luis R. Lomos P.E. 474C80409 mown FL No.: 62514 1/2 MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOIYN FOR CLARITY. 2 PERIMETER AND JOINT SEILAM BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTUE2112 J, 1 /4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT 1/2' MIN. EDGE DISTAN( T— 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS aL 51oNs uCSCFwnwN aTE NR ROYm ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 06/OS/15 R.L REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALLATTON SIGNED: O"712017 MI WINDOWS AND DOORS LLC 650 MPAK17030REET GRATZ. WEST SERIES 420 SCD REINFORCED WITHOUT ADAPTER iLr• c 6 * 96' X 96' 62trltO+ — FLANGEINSTALLATIONDETAILSAOFV. L. 49 08-022O Ra iF ORtOP•t: scut NTS °"" 10/30/13 —8 OF 10 tilll1i10"\ L RDWATO LPVA9 Pi. 1A- v 0ODRDLEwxsv Uf.NC2)a7 Luis R. Lomas P.E. 044" 4w iaem,r®Lror,y p,,.00,,, FL No.: 62514 1 1'/2' MIN. _ 1' MIN. RMONS SEPARATION EDGE DISTANCE oatt I APIMM A ADDED FLANGE AND FIN INSTALLATKIN 12/10/13 R.L. B REv1SE0 IMPALLATION DETAILS 0E/03/16 R.L. 4 1 1/4' MIC REVISED WSTALLATION DETAILS 08/21/17 R.L N. a. EMBEDMENT CONCRETE/ ° _ EMBEDMENT MASONRYBY OTHERS 1/4' MAX. OPTIONAL SHIM SPACE IX BUCK _r • .. MAX. TOE _ 1 4 PROPERLY ;• S INM•SPACE SECURED Mw . • I INTERIOR SEE NOTE 3 EDGE SHEET1DISTANCE3/ 16' TAPCON EXTERIOR 3" a INTERIORMIN. ; SEPARATION a SILL TO BE SET IN • A BED OF 3/ 16' TAPCON 3/ 16' TAPCON APPROVED SEALANT EXTERIOR CONCRETE/ MASONRY By OTHERS JAMB INSTALLATION DETAIL S NRY/ CONCRETE-ASONRY WSTALLAnON CONCRETE OPTIONAL IX BUCK BY OTHERS TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I. INTERIORANDEXTERIOR FWSliES.8YOTMERS, a A. 1 1 /4" MIN. NOT SHOWN FOR CLARITY. a. e:• EMBEDMENT 2.PERWETERANDiOmrTSEALANTBYOTHERS ToBE DES16NED l/vACCORDANCE MIN ASTME2112 SIGNED: OW112077 2 7/8' PAR MIN, 1' MIN. MI 6SOOW WINDOWS MARKET DOORS LLC ``% k C, P. I I`J0 7,', SEPARATION EDGE DISTANCEGRATZ. PA 1 030 v .'O E N &, ..9Ji i VERTICAL CROSSSECTION = ` F , CONCRETEM4SONRYMISTALLATION SERIES 420SODREINFORCEDWITHOUTADAPTER *• 096' X 96'65* FLANGE INSTALLATION DETAILS o ZIoO•• TAT OF Dkmm V.L o. s 08- 02249 C/ NAL SCAU NTS 10/30/13 —9 OF 10 11111110,* L.RODERTOLOM4SP.E. Luis R. Lomas P.E. 14I¢ wD00):* pADLEwISvuf. NC 270 4344m," mu++49+ omrp.am FL No.: 62514 WOOD FRAMING BY OTHERS 1 1/4- MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 18 WOOD SCREW APPROVED SEALANT BEHIND FIN 18 WOOD SCREW 7/16- MIN EDGE DISTANCE EXTERIOR 1/4' MAX SHIM SPACE 7/16' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOO FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN, EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4' MAX. r SHIM SPACE trmloms ACV DAM 0Mt vW A ADDED FLANGE AND FIN INSTALLATKN 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 S/8' MIN. EDGE DIST. TRIM n INTERIOR 1 1/4' MIN. EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP IX BUCK TO BE PROPERLY SECURED EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONAY,CONCRETE 1 /2' MIN. METAL STRUEDGEBy CTURE t /2' MIN, DISTANCE OTHERS EDGE DISTANCE TRIM MIN. INTERIOR EMBEDMENT HOOK STRIP U HOOK STRIP 10 SELF DRILLING SCREW D # 10 WOOD PANELSCREWEXTERIORINTERLOCK INTERIOR EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION METAL STRUCTURE 2x BUCKAVOOD FRMAING SIGNED. 0612T/2017 VERTICAL CROSS SECTION w0OD FRAMING OR 2X BucK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. OWS ANDMIo6sWESTMARKET STREET p;4i, GRATZ, PA 17030 C E NSF. o PSI >< SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' X 96' NAILfIN Ac HOOK INSTALLATION DETAILS TAT Of c Z-A SaEp r. INTERIOR AND EXTEMORFWISNES, BY OTHERS, iO(L`' L0PIt • i' V.L. kv NOT SNOMAORCLARITY. 2PERIMETERANDJOWTSEALANT BYOTHERS ToBE 08-02249 C NAIL TO sourNTSIDIXE10/30/13 10 OF 10 DESIGNED INACCOROANCEWITHASTME21r2LROBERTO LOMAS P E. 14W v1OODFORD RD LEN15VULE. AC 270J LyIS R. Lomas P.E. 444w-06" lu&w,m,A . FL No.: 62514 aMslo:+s Nlv bCSCiePlpr M1E APPAWTD' A ADDED CWATS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/15/13 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH C ADDED FLANGE INSTAUATIONS 12/06/13 R.L. REQUIREMENTS OF THE FLORIDA BUILDING CODE. D ' REVISED WSTALLATION DETAILS 08/05/15 R.L 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY E REVISED INSTAUATION DETAILS 06/22/17 R.L. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. Ix BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ,ALLOWABLE STRESS INCREASE Of 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RF011IRF0 FOR THIS PRODUCT IN WIND BORNE DEBRIS RECKONS. 1 8. SHIM AS REOUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8• MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. IT. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16• TAPCONS WITH SUFFICIENT LENGTH 70 ACHIEVE A 1 1/4• MINIMUM EMBEDMENT INTO SUBSTRATE WITH I" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12.FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH I SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 1.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90• GRADE N. TYPE 1 (OR GREATER). SIGNED. OW212017 D. METAL STRUCTURE: STEEL 18" 33KSI OR ALUMINUM 6063—T5 .048• THICK MINIMUM 15. APPROVE CONFIGURATIONS: XIX. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 11L111r1/AAAA/ S L.41 GRATZ. PA 17030 CEnq,.-1 ' maySERIES430SGDo,6R6 * i 143' x 80' NON REINFORCED NOTES i;((. TAT Of TABLE OF CONTENTS my PFS;°(ORIOr G\?: SHEET NO. DESCRIPTION 08—s00502 E 1 NOTES aF.A. ` NTS 02/23/09 1 OF 9 2 ELEVATION 14.VK000MWADLE L&MC2M'3 Luis R. P.E. 3 — 9 INSTALLATION DETAILS 43440460 doom Lomas625FLNo.: 62514 143' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 03 FOR NUMBER OF LOCATIONS REOUIRED 6" MAX - -- t YMAX {-- - I 6" MAX I I O.C. I I 6' MAX L 17' MAX 80' O.C. MAX RAMS X E X SERIES 430 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT AATING 140.OPSF NONE SEE CHARTS at AND /2 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 1/1 r 79• 2. MAXIMUM D.L D.: 44 3 i'r 74 211' 3/4• FROM PANEL BOTTOM CFI END OF PANEL BOTTOM RNLS e MPTION ADDED CHARTS REVISED PER NEW TESTM ADDED FLANGE INSTALLATIONS REVISED INSTALLATION DEVILS REVISED INSTALLATION DETAILS CHART RI WHERE WATER INFILTRATION RESISTANCE IS REOUIIED SEE NOTE 9 SHEET I Design pressure chart (pso Frame Single Panel and Total Frame Width (in) Height 30.0 36.0 42.0 47.7 n) 90.00 10&00 126.00 143.00 Pas Nep Pot Nep Pos Nep Pos I Mop 80.0 40.0 54.9 40.0 1 48.0 40.01 432 40.0 1 40.0 CHART42 WHERE WATER INFILTRATION RESISTANCE IS NOT REOWRED SEE NOTE 9 SHEET I Design pressure chart (psi Frame Height n) Single Panel and Total Frame Width (n) 34LO I 36.0 420 47.7 90.00 1 108.00 126.00 1 143.00 Pot Nog Pas Nog Pas Nob Pos Nog 80.0 549 1 54.9 1 48.0 48 0 43.2 1 432 1 40.0 40.0 CHARTA3 Number o/ anchor loatlonsrequlred Ffamb Single Panel and Taal Frame Width (n) Hei 1 0 X 1 420 1 47.7 lnO 90.0 10&0 1 126.0 142.0 HSS Jamb H6S Jamb Hp Jamb j Rj=b 80.0 6 5 7 5 8 5 9 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED ELEVATION F.A. 1 08-00502 u"E NTS I OAn 02/23/09 -2 OF 9 L R06£ATOLOWLSPE 14= W000fOAD RO LEW1SvW4 NC P7= AXI- f-0G09 dwrase mawpp.a>re DATE NWROY0 03/06/12 R.L. 10/15/13 R.L. 12/06/13 R.L. 08/05/15 R.L. 06/22/17 RL SIGNED: 0WWO17 0 X•* p OAT OFF tOR10 Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 110 WOOD SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. EDGE DISTANCE T 1 3/8' MIN. 1/4- Mo. SHIM SPACE EXTERIOR 11 11 11 11 11 11 INTERIOR cwc vwlr l.c VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES, BYOTNERS NOT SNOWAI FOR CLARITI: 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8- MIN. EMBEDMENT 1 1/2' MIN. EDGE DISTANCE SET IN APPROVED 1/4' MAX F SHIM SPACE Rrwrg 5 Kwap om wt APONOVED ADDED CHARTS 03/06/12 R.L. REOSEO PER NEW tESTWG 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 08/05/15 R L. REVISED INSTALLATION DETAILS 06/2Z/17 P-L INTERIOR J IIII II I 110 WOOD LJ MIN. SCREW EXTERIOR RENT WOOD FRAMING JAMB INSTALLATION DETAILOR2XBUCK BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED FRAME INSTALLATION DETAILS DRW* WYc K0. F.A. 08-00502 uA'E NTS D"'s 02/23/09 1 s"w 3 OF 9 L ROSERTO LONAS P- . 41' NOODFORD RD LEWISVRLE. RC r,= aseows rsarla>x+rv,Av.ran SIGNED. 062WO17 tl lllts/sEN F 9 A0 51 E OF •tZV Luis R. Lomas P.E. FL No.: 62514 RCV s"s 1/2- MIN. RLv OESCRVIION CATE APPROOM EDGE DISTANCE 1 METAL A ADDED CHARTS 03/06/12 R.L. STRUCTURE 1/4' MAX, B REVISED PER NEW TESTING 10/15/13 R.L. BY OTHERS SHIM SPACE C ADDED TLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALLATION DETAILS 08/05/15 R.L. Z 1/4' MAX I E I REVSED INSTALLATION DETNLS 06/22/17 R.L. SHIM SPACE L- I 1/2' MIN. S10 SMS OR EDGE DISTANCE __Uri INTERIOR SELF ORILUNG SCREW 110 SMS OF SELF DRILLINC SCREW METAL STRUCTURE BY OTHERS_ EXTERIOR 1/ 2- MIN EDC DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTAt E2112 INTERIOR L TO BE SET IN BED OF APPROVED V.ANT 10 SMS OR SELF DRILLING SCREWS ME AL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLA77ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD IAS' x 80' NON REINFORCED FRAME INSTALLATION DETAILS DnC - F•A• 08-00502 V-qL NTS — 02/23/09 —4 OF-9 L AODERwt0AmS P,E JA,'L2 WODDF0RlD RD LExnSVXLC NC 27= 41+4s$4w n7Wnn01Plpmasamm SIGNED. 0&2Z,2o17 111 UllllI TATE OF ,` O ONAi1E? G` Luis R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2- MIN. 1' MIN. SEPARATION EDGE DISTANCE 1 1/4MIN. eEMBEDMENT TA1/ 4' MAX. SHIM SPACE 3/ 16' TAPCON EXTERIOR INTERIOR 1 1/4" MIN. EMBEDMENT MIN. EDGE : • •' o OISTANCE . • . V. 3' MIN. SEPARATION . • • •. 3/ 16- TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/ MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT 2 7/8' MIN, I' MIN, SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEMASONRY INSTALLATION A& Rvawns ocSclOPlgn DAn PPI1V+1a A ADDED OUIRTS 03/06/12 R.L. 8 REVISED PER NEW TESTWC 10/15/13 R.L. C ADDED FLANGE INSTALLAnomS 12/06/13 R.L. 1/ 4• MAX 0 REVISED INSTALLATKIN DEVILS 08/05/15 R.L. SHIM SPACE E IrREVISED INSTALLATKIN DETAILS 06/22/17 R.L. INTERIOR EXTERIOR ra Cm JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETFAWASONRYINSTALLATON TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WITH ASTM E2112 SIGNED: 061V-2017 MI 650OoESWS sMARKAND ET OOR LLC IR.. to STETGRATZ. PA 17030 •\GENS'',, SERIES 430 SGD A." TAR 0 FRA143" x NS NON REINFORCED '`°'; FRAME INSTALLATION DETAILS p,OF o uu+ nc orrc w Rn O' OF'': OR10P• suu NTS °at 02/23/09 08- 00T552 OF 9 E / SjONA 110%C\\`` LRMRr0L0- 4 V.E. LY1S R. Lomas P.E. I-ki' wW000DFnRD LEWLSV&LE.NC 27fQ9 43+ese•o6o9 dwusowaaw mm FL No.: 62514 1 /2' MIN. EDGE DISTANCE I E 1 3/8' MIN. WOOD FRAMING OR 2X BUCK EMBEDMENT BY OTHERS j SPACEM10WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II 11 11 11. 11 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2Y BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 SET IN APPROVED MIN. RENT REV RrAS0 s otsrJemoR au A"XOVtD A ADDED CNRRTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D RrASEO INSTALLATION DETAILS 06/06/16 R.L 1 3/8' MIN. 1/4' MAX. E REbSEO INSTALLATION DETAILS 06/22/17 R.L. EMBEDMENT r SHIM SPACE r- 1/ 2' MIN. INTERIOR EDGE DISTANCE 110 WOOD SCREW EXTERIOR rj- I J:lc WOOD FRAMING JAMB INSTALLATION DETAIL OR2XBUCKBY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGO 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS DOW" Drc - F. A. 08-00502 scut NTS — 02/23/09 1-6 OF 9 L. ROOFRTO LQWAS P.E. 141211ODOYORD RD LEMSMLLE. AC 27= 4& 4400-0009 AbMA$f*AWWSW0*M SIGNED: 0&2212017 NOJ S 1R L I IIo GEN" 9'p p5 t<=_ i TTATE OF ¢ i0 "VC cZZOR10r• ONA 11E?C` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 810 SMS SELF DRILI SO METAL STRUCTURE BY OTHERS 1/2' MIN, IEDGE DISTANCE r EXTERIOR 1/2' MIN, EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. WMRIOR AND EXTEROR FWISHES BY OTHERS NOT SHOWN FOR CLARITY, Z PERIMETER AND JOWT SEALANT BY OTHERS TO BE DESIGNED W ACCOADANCE WITN ASTM E2112 1/4' MAX. SHIM SPACE 110 SMS OR SELF DRILLING SCREW INTERIOR TO BE SET IN iED OF APPROVED L4XT MIN. EDGE DISTANCE j10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /4' MAX, r SHIM SPACE aNsa c to ot5cft"QM CAN APPRWM A ADDED CHARTS 03/06/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L D REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 06/22/17 R.L JAMB INSTALLATION DETAIL METAL STRUCTURE WSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED FLANGE INSTALLATION DETAILS OIUx1C O+ - F.A. 08-005D2 scut NTS — 02/23/09 —7 OF 9 L ROSEATOLOwSPE 143? nOOOfMD RD LEMSVO.LE. MC 27- 4N-09.0609 ieuaQ%v*b u*rmm SIGNED. 0&22/2077 1R I I N\ 5 L 04i p A TATE Oft OPFS: cl0RMt. 10NA 11E\,N\ Luts R. Lomas P.E. FL No.: 62514 CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 1 1/2' MIN. 1' MIN. SEPARATION EDGE DISTANCE 1 1/4' MIN, i' ' 1 1 4MIN, i / EMBEDMENT EMBEDMENT 4. 1' MIN. EDGE DISTANCE EXTERIOR 3/ 16' TAPCON MASONRY/ CONCRETE BY OTHERS 1/ 4' MAX. j SHIM SPACE 3/ 16' TAPCON INTERIOR 3' MIN. SEPARATION 3/ 16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/ MASONRY BY OTHERS A. w. a 1 1/4- MIN. EMBEDMENT 2 7/8' MIN. 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET& MASONRY iNSTALLA710N 1/ 4' MAX, SHIM SPACE RCASOS RLv DMCJ071IDN Dhit AFPR04D A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEw TESTING 10/15/13 RL C ADDED FLANGE INSTALLATIONS 12/06/13 RLL D REVISED INSTALLATION DEVILS 08/OS/15 R.L E I REVISED INSTALLATION DETAILS 06/22/17 P.L. JAMS INSTALLATION DETAIL OPTIONAL IX BUCK CONCRET EWASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET I NOTES: I. uv7ERIOR AND EXTERIOR FINLSNES BY OTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE WITH AS7M E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80" NON REINFORCED FLANGE INSTALLATION DETAILS Dauw: oxe w. F. A. 08-00502 WALE NTS — 02/23/09 1-8 OF 9 L AODFAr0L0MASP.E. IgL+ MOODFOADAOLEWISVILLE NC27= 4H• t1J-0G09 nbma(N a.t pm SIGNED: O6,22/2017 ft to 40 05E OF Luis R. Lomas P.E. FL No.: 62514 1 5/8' MIN. EDCE DIST. TRIM d INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP C EMBEDMENT 1X BUCK BY OTHERS. 1X BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE WAS" rxv mcm-OoR out: Appw40 A ADDED (>MTS 03/06/12 RL 8 REVISED PER NEW TESTWG 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. 0 REVISED 1NSTAUATION OVALS 08/05/15 R.L. E RLYISED 1NSTAuAnow OVALS 06/22/17 R L METAL STRUCTURE 1/2 MIN. BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP D SCREW DRILLING I PANEL 1/2' MIN. EXTERIOR INTERLOCK EDGE DISTANCE HOOK STRIP INSTALLATION METAL STPUMRE INTERIOR TRIM 1 3/8' MIN. EMBEDMENT HOOK STRIP ck 0 10 w000 SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2X SUCX4VOOD FRAMING NOTES 1. INTERIOR AND EXTERIOR FINISHES. BY OTHEA3. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430 SGD 143' x 80' NON REINFORCED HOOK INSTALLATION DETAILS DRUM. oc Nw F.A. 08-00502 soul NTS 104E 02/23/09 1 1'=9 OF 9 L. ROMRTOIMMS P.E. 14-V WOODFORD RD LE WdVA.LE NC.7on SIGNED: 0622/2017 NIO''F pTAT 6E OF iiP,* .LOR10P G?k: IONA 1` a`\`` Luis R. Lomos P.E. FL No.: 62514 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TC BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT ORENGINEEROFRECORD_ 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS, NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Ca-1.6 WAS USED FOR WOOD ANCHORCALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRFO FOR THIS PRODUCT IN WIND BORNEDEBRISREGIONS. 8. SHIM AS REOWRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4-. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DONOTREQUIREWATERINFILTRATIONRESISTANCE. OVERHANG RATIO . OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 010 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF. G-0.42 S. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 1804. 33XS1 OR ALUMINUM 6063-1`5 .048' THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 - 9 INSTALLATION OCTaN C I— I DCSCAFWN I WE I AP WN M 1 A I ADDED CHARTS 03/06/12 R.L B REVISED PER NEW TESTWC 10/15/13 R L C ADDED FIANCE INSTALLATIONS 12/06/13 R.L. D REVLSED INSTALLATION DETAILS 08/05/15 R.L. E REVISED IN$TALIATION DETAILS 06/22/1- 7R.L SIGNED: 06/22/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 0\ j%ItiAAA/ 5 0 GRATZ, PA 17030 v \`E, E N19 9si ii J 4.TaAfeSERIES 430/440 XIX SGD 143" x 96" REINFORCED NOTES o` pO- OF DW N: F A. Drc w. aV 08- 00503 E V// 10! jj jitE?\`` Luis R. Lomos P.E. wuc NTS o"R 02/23/09 T 1 OF 9 LRoeERDLEWS SPE 14T21'1OODFORO RD 1ft14SV41F. /yOT70.' J ka. 41+ 4AF-Ivn . iNom syr,awn FL No.: 62514 43• MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REQUIRED 17' 6 MAX - D.C. F 6, MAX I 6' MAX L 17' MAX O.C. 96• MAX FRAME HEIGHT 6' MAX X X i SERIES 43LV440 XIX SGD EXTERIOR VIEW DESIGN PRESSURE RAT" IMPACT RATING 140.0PSF NONE SEE CHARTS 01 AND 02 FOR OTHER UNITS RATINGS NOTES: 1. MAX(MUM PANEL SIZE 48 I/Yx 95' 2. MAXIMUMD.L.O..443r41x90W HARDWARE 1. r rr nr nwvn r w n N Vet b"t I (`J7-0••14W AT 37 3N• ON CENTER FROM PANEL BOTTOM METALLICTANDEM ROLLERS (99.17.195) AT EACH ENO OF PANEL BOTTOM RAILS ALL PANEL INTERLOCKS- ITERLOCKADAPTOR AT INTERIOR FACE OF OPERABLE PANEL INTERLOCK av OLscapnom A ADDED Cw(R1S 8 REVISED PER NEW TESTING C ADDED FIANCE INSTALLATIONS D REVISED INSTALLATION DETAILS CHART If E REVISED INSTALLATION DETAILS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Design Pressure Chart IDSO ktn• 8n114 P4rIa aW T"W Rain VVlmn n) m4gI J0.0 Ja0 11 420 47.7 n) 90.00 10Qo0 120ko0 14100 PO-9 Nap Pas N4 Pot Nap Pas N.p H..O 0.0 60.0 40.0 57.9 40.0 S -o 40.0 480 Sao 40A 80.0 0.0 5..6 0.0 8 9 0 0 45.0 E3- 40.0 59.6 0.0 51.7 Sao 00 s6.e o.o ce.o CHARTP2 WHERE WATER INfnTR47ION RESISTANCE IS NOT REOWREO SEF AIATR o SYGCT . Dbsl n promro chart (PA Ram Ssge ftnW grid TOW Frain VNauf n) Hw9N tin) 90.00 30.0 2t0 I20 1 47.7 100L00 12a00 14100 Pot N Pos Nap Pos Nag a6.0 600 50.0 67.8 5).9 8.0 8.0 at0 60Aall 546 54.6 M46.146.1 450 45.0 920 59A 51.7 51.7 30tl49A9.0 OD 400 cxARr.9 NumDor o/ aneaor foutlonsrpu/re0 Ram S/qo P.Yb an0 row Ram v4mr1in) va" J0.0 1 Ja0 420 1 47.7 n) 90.0 1 t0a.o fJaO 1410 N4S Jamb PIPE' AILS JAMD I HAS JAmb 01.0 0 6 1 7 1 6 8 8 1 9 1 6 Ia0 7 8 7 8 a 6 9 6 920 7 8 7 0 a 8 9 6 9a0 7 8 7 6 a 8 9 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143' x 96' REINFORCED. ELEVATIONS F.A. 1 08-00503 so" NTS 0'1r, 02/23/09 2 OF 9 L ROBERTO LO.l4S P.E. 1432 WOODAIM AD LE%1 VALE NC:7023 41+l0dO6om raomupVgnrsipa Onn ale APPR04D 03/06/12 RL 10/15/13 R.L. 12/06/13 fit 08/05/15 R.L 06/22/17 R.L. SIGNED: 0612212017 J\ 5 1 1 f I f Cro 0 r6;57 •• SATE OF ; to R vD.t., • Luis R. Lomos P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8• MIN. OR 2X BUCK EMBEQM"cNT BY OTHERS 1/4- MAX. SHIM 10 WOOD SPACE SCREW 110 WOOD SCREW 301) FRAMING OR 2X BUCK BY OTHERS EXTERIOR 11 11 II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLA7X7N NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEAWYF BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 3/8• MIN, EMBEDMENT L_ 1/2• MIN. EDGE DISTANCE IF10 WOOD SCREW 3E SET IN F APPROVED MIN. RENT WOOD FRAMING OR 2X BUCK EY OTHERS 1/4• MAX. I SHIM SPACE RLV60NS RN DESCRPMH DATE APPROVED A ADDED CHARTS 03/09/12 R.L. B REVISED PER NEW TE511NC 10/15/13 R.L. C ADDED FIANCE WSTALLATIONS 12/06/13 R.L. 0 REVISED INSTALIAl1oN DETAILS 05/06/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143' z 96' REINFORCED FRAME INSTALLATION DETAILS DKWC D.1 - F.A. 08-00503 WA" NTS I DATE 02/23/09 —3 OF 9 L ROBFRTO LOA"$ P.E. u72W000FOR aOLE1WSvwx,Nc27027 4ueas4w9 fflmwewftwmlwam SIGNED: 0&22/2017 tk to 0 61 >r = AE OF = i 0 {M ORJOV- • sslO 1111S?C'``` Luis R. Lomas P.E. FL No.: 62514 1/2- MIN. EDGE DISTANCE METAL 1/4- MAX. STRUCTURE SHIM SPACE BY OTHERS 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR TO BE SET IN MD OF APPROVED ILANT 10 SMS OR F DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOV/N FOR CLARITY. 2. PERIMETER AND JOWT SEALANT BY OTHERS TO SE DESIGNED IN ACCORDANCE WTTHASTM E2112 1/2- MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4- MAX SHIM SPACE INTERIOR EXTERIOR IKrlso"s my kM0W VN DATE NPROYiD A ADDED CHARTS 03/08/12 R.L. B REVISED PER NEw IESnNG 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 09/05/15 R.L. E REVISED INSTA LLATION DETAILS 06/22/17 i R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0&1=017 MI 11L10//. 650DWE T MARKET STORSREETLLC GRATZ. PA 17030 GENSF,1+ SERIES 430/440 XJX SGO 143" x 96' TAL REINf RCED INSTALLATION DETAILSDETAI o=FRAME AaAii 01f ty OF•'PCORIOT;-0!: iiisS,ONA 11 1G` LLIS R. LAmos P.E. FL No.: 625T4 oRA.a: F.A. acNo. 08-00503 av E DATENTS 02/23/09 4 Of 9 I. ROBERTO LOWS P.E. I-kvwOODFOWOROLEYRSVBLENC TOP7 4J4 GM.M9 rowraso w4womm CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 1 1/2' MIN. 1' MIN. SEPARATION I EDGE DISTANCE I 1 1/4' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE EXTERIOR av/wLnvn VERTICAL CROSS SECTION OONCRETEMASONRY INSTALLATION 3/16'.TAPCON INTERIOR 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE 3' MIN. SEPARATION 3/16' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. EMBEDMENT 1' MIN. EDGE DISTANCE 1/4' MAX. Ir SHIM SPACE OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 11MApNs DATE APPWAq ADDED CHARTS 03/O8/12 R.LrCDREVISEDPERNEWTESTING10/15/13 R.L. ADDED FLANGE INSTALLATIONS 12/06/* R.L. REVISED NWAWTON DETAILS 08/05/15 R.L. REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALLAMV NOTES: 1. INTEROORAND EXTERIOR FMISNES. 8Y OTHERS NOT SNOYM FOACLARITY. 2. PERIMETER AND JOINT SEALANT BYO7)LE4S TO BE DESIGNED IN ACCORDANCE MTN ASTU E2112 SIGNED: OW212017 MI WINDOWS AND DOORS LLC 650 WE4TZ.MARKPA 1 T0STREET N 1 Illur, J S RE ?' 1k• 0 61 * = SERIES 430/440 XIX SGD 143" x REINFORCED 9 AfT96'ALFRAMEINSTALLATION DETAILS TAT OF ;Lag cs::OR10 olwn: 1Twe No. wV OB53 E SrO111A1110?\`` salt NTS °`n 02/23/09 Of 9 L AMATO LOMAS P.E. 1432 WOODFORD RD LEMSVnLE. AC 27OTJ LYi! R. Lomos P.E. 431Ei94M dodusawfawl — FL No.: 62514 1/2• MIN. EDGE DISTANCE K"Dows Inv OCSCRP110N MT, ANP*040 A ADDED CMRTS 03/06/12 A.L. B REVISED PER NEW TESTING 10/15/13 ILL ID FRAMING 1 3/8• MIN. EM3 MENT C ADDED FLANGE INSTALLATIONS 12/06/13 ILL R 2X BUCK D REVISED WS ALLATION DETAILS 08/05/15 R.L. BY OTHERS 1 3/8 MIN. T/4' MAX. E REVISED INSTALLATION DETAILS 06/22/17 ILL 1/4- EMBEDMENT SHIM SPACEFMAX. SHIM SPACE INTERIOR O1/2' MIEMIN. 10 WOOD _ EDGE DISTANCE SCREW o i. EXTERIOR INTERIOR I; lp10wooD SCREW 010 WOOD LiSCREWSILLTOBESETIN A BED OF APPROVED SEALANT DOD FRAMING EXTERIOROR2XBUCK BY OTHERS WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR2X81"INSTALLATION BY OTHERS 1 3/8* MIN. EMBEDMENT 1/2- MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK fNSTALLATICW NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM Elf 12 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS DRO M oNc N0. F.A. 08-00503 scut NTS — 02/23/09 —6 OF 9 L. ROdEHJO LDAKS P.E 1a32 n1DOOIVDRD RD LEmsvacE NC z'av 434AS-O as I0w. uld*bm pv w. SIGNED: OW22017 5111 1 I rt O'''' pENS•. D 9p T OF 0 WAi1E` Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS rA I tlilUH nv 1 cnlvn 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTVREWSTALL47nV NOTES: 1. INTERIOR AND EXTERIOR FWISHES. BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1--- III 1/2• MIN. III...... I EDGE DISTANCE I 1/4" MAX. SHIM SPACE OR 1/12• LUNG MIN. EDGE DISTANCE s10 SMS OR SELF DRILLING SCREWS L TO BE SET IN BED OF PROVED SEALANT METAL STRUCTURE BY OTHERS 1/4• MAX. rSHIM SPACE rtL.tSox: ALv DESMwIgw DATE MM WVLD A ADDED CHARTS 03/06/12 R.L. L REVISED PER NEW TESTINC 10/15/13 R.L C ADDED FUNCE INSTALLATIONS 12/06/13 RL D REVISED INSTALLATION DETAILS 08/06/15 R.L. E REVISED INSTALLATION DETAILS 06/22/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" x 96' REINFORCED FLANGE INSTALLATION DETAILS DRUft F.A. 06-00503 CAL NTS o n 02/23/09 1 S"-T 7 OF 9 L AOBER7OI,0A"S P.E. 1422 WOOOFORD AD LEW ASV4LE. ABC 27027 SIGNED: 06t=017 1 R I ILr041 i C, E NS' .1 mp 0 51 •1t= p. TAYEOF :lic= S' cLORt01: iSl1ONAt1 Luis R. Lomas P.E. FL No.: 62514 1 1/2' MIN. 1' MIN. CONCRETE/ SEPARATION EDGE DISTANCE MASONRY BY OTHERS i' 1 1/4' MIN. EMBEDMENT OPTIONAL I BUCK TO BE PROPERLY SECURED E NOTE 3 SHEET 1 EXTERIOR 3/16' TAPCON 1 MASONRY/ CONCRETE BY OTHERS SHIM SPACE 3/16' TAPCON INTERIOR 1 1 /4' MIN, EMBEDMENT 1' MIN, EOCE DISTANCE 3' MIN, SEPARATION 3/16' TAPCON SILL TO BE SET IN A BED Or APPROVED SEALANT CONCRETE/MASONRY BY OTHERS T. 1 1/4" MIN. EMBEDMENT i• ' u 27in'MIN. 1' MIN. SEPARATION EDGE DISTANCE VER77CAL CROSS SECTION CONCRET&MASONRY INSTALLATION 1 /4' MAX• SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 RrAso $ ARV onnonaN CATE APPROVID A ADDED CHARTS 03/06/12 R.L B REVLSED PER NEW TES11NO 10/16/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED uMSTAUATION DETAILS 08/OS/15 R.L. E REVISED INSTALLATION DETAILS 06/2Z/17 R.L. JAMB INSTALLATION DETAIL CONCRETEMMASONRY INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TOW E2112 SIGNED: 06mwo17 MI AND RS LLC C, lk1111t10 650DWE5T MAROWSKETSTOREET GRATZ. PA 17030 GElvs 9s% SERIES 430/440 XIX SGD D 5OFmx 143 11 REINFORCED oFLANGEINSTALLATIONDETAILSp TAT E ;camD' cF•'cCpR10T;• oaArlc o..c wa py 08-00503 E SS`ONA CALL oacNTS 02/23/09 B OF 9 11E1, G` LROSERTOLOMASPE uJi2 w0001ORD RD LEMSVUE. NC 27W2 Luis R. Lomas P.E. fl43440400 .mm No.: 62514 1 5/8' MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP MIN. d11/4' EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16' EXTERIOR 9; --- PANEL INTERLOCK HOOK STRIP INSTALLATION M4SONAYICONCAETE METAL STRUCTURE BY OTHERS TRIM --, INTERIOR NOOK STRIP RrAs s REV DESCOWMON arc APPROVED A ADDED CHARTS 03/06/12 R.L 8 REVISED PER NEMI TESTING 10/15/13 R.L. ' C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. D REVISED INSTALLATION DETAILS 08/05/15 R.L E REVISED INSTALLATION DETAILS 106/22/17 R.L. 1/2' MIN. EDGE DISTANCE 10 SELF DRILLING SCREW 1/2' MIN. PANEL EDGE DISTANCE EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE INTERIOR TRIM 1 3/8" MIN. EMBEDMENT I HOOK STRIP S10 WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 2K BUCW4V00 FRAMING NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 430/440 XIX SGD 143" N 96" REINFORCED NOOK INSTALLATION DETAILS M nt Dot I% F.A. 08-00503 suLt NTS — 02/23/09 —9 OF 9 L ADWRTO Law P.F. 14n NOODfORD RD LEWLSVILLE. AC 27M 41040-AMI rAwra&d* n=;wom SIGNED: 06M,2017 5 t1k L/O////, J•'G E NSt •9`P 0 StTOF p= 4r = 01 VALtE?G` Luis R. Lomas P.E. FL No.: 62514 r Business & Professional Regulation 8CI5 Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats a fads Publications FBC Staff SCLS Site Map Unks I search a Product Approval0USER: Public Userd,b.pr Product Aooroval Menu > Product or Application Search > Aonlicatlon Ust > Application Detail 0 OFFICE OF THE FL # FL9174-1112 BECRIETARY Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoorcom Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850) 474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Gordon Thomas the Evaluation Report Florida Ucense PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 COI Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard Year DASMA-108 2012 DASMA-115 2012 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL9174 R12 Eauiv W02017-OO1R2 Evaluation Reoort - FL 9174.PDF Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Method 1 Option 0 08/11/2017 O1/02/2018 O1/02/2018 FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0228-3189S8-P8 S.odf Approved for use outside HVHZ: Yes FL2174 R12 II 307494 Pll Track Supplement Chart sioned.odf Impact Resistant: Yes FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0229-318959-159 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 PH Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sloned.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1112 Evaluation Renort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 40231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 It 0230-318960-P10 S.odf FL9174 R12 If 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 lamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Installation Instructions FL9174 R12 li 0231-318996-P6 S.odf FL9174 R12 II 307494 P11 Track Suoolement Chart signed.odf FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Installation Instructions FL9174 R12 II 0234-319022-P6 S.odf FL9174 R12 It 307494 Pll Track Suoolement Chart sioned.odf FL9174 R12 If 324620 P16 Jamb Connection Suoo sioned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 15120 / 6100 / 9100 #0235 116' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0235-319023-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 It 307494 P11 Track Supplement Chart sloned.odf FL9174 R12 I1 319040 Pi Post Istall Instructions sianed.ndfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Suoo sioned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 *0232 18' Max width. 8'-9" Max height. Max section height 21'. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 11 0232-318999-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 I1 307494 P11 Track Supplement Chart sianed.ndf FL9174 R12 It 324620 P16 lamb Connection Suoo sloned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0233-319000-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 I1 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 II 324620 P16 lamb Connection Supo slpned.pdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0236-319024-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 Pll Track Supplement Chart sloned.odf FL9174 R12 II 319040 PI Post Istall Instructions sloned.DdfImpactResistant: Yes FL9174 R12 II 324620 P16 lamb Connection Suoo sloned.odfDesignPressure: +30.00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0237-319025-P7 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Suoolement Chart sioned.Ddf FL9174 R12 II 319040 P1 Post Istall Instructions sioned.DdfImpactResistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Suoo sloned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0600-319026-PS S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Sung signed.DdfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-OO1R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0601-319027-PS S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Suoolement Chart sioned.odf Impact Resistant: Yes FL9174 R12 ti 324620 P16 lamb Connection Suoo sioned.odf Design Pressure: +41.00/-46.30 Verifled By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.1)OF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24'. Glazing 0602 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 It 0602-319028-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Suoolement Chart signed.odf FL9174 R12 It 324620 P16 lamb Connection Suoo signed.odfImpactResistant: No Verifled By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +1S.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement door. FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.POF Created by Independent Third Party: Yes 9174.14 S120/S140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 [I 0603-319029-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Supplement Chart sloned.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Part•/: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 11 0604-319030-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Suoolement Chart sianed.odf Impact Resistant: Yes FL9174 R12 If 319040 PI Post Istall Instructions skgned.odf Design Pressure: +39.20/-43.70 FL9174 R12 II 324620 P16 lamb Connection Suoo sianed.odf Other: Verifled By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.POF Created by independent Third Pafii: Yes 9174.16 15120/5140/6100/9100/9400/9600 118' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0605-319031-PS S.odf Approved for use outside HVHZ: Yes FL9174 R12 If 307494 P11 Track Suoolement Chart sioned.odf Impact Resistant: No FL9174 R12 iI 324620 P16 Jamb Connection Suoo sioned.odf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE W02017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.17 I S120/Sl40/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.S0 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R12 11 0606-319032-P7 S.odf FL9174 R12 tI 307494 Pll Track Suoolement Chart sianed.odf FL9174 R12 II 319040 Pl Post Istall instructions sioned.odf FL9174 R12 It 324620 P16 lamb Connection Suoo sioned.odf Verifled By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00I112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 It 0609-319035-136 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Pll Track Suoolement Chart sianed.odf Impact Resistant: Yes FL9174 R12 II 319040 PI Post Istall Instructions sianed.odf Design Pressure: +39.20/-43.70 FL9174 R12 iI 324620 P16 lamb Connection Suoo slaned.odf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-PS S,odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.odf FL9174 R12 It 324620 P16 lamb Connection Supp sioned.ndfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0607-319033-P6 S.odf Approved for use outside HVHZ: Yes FL9174 R12 If 307494 P11 Track Supplement Chart slaned.odf FL9174 R12 If 324620 P16 lamb Connection Supp sianed.odfImpactResistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. Bach Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: SSO.487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement:: Accesslblllty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8SO.487.139S. -Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Oepartrnent with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public reco d. 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 berz . Product Approval Accepts: Credit Card Safe June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2)1 (my business) is not owned, operated or controlled by any company manufacturing 1, or distributing these products. 3)1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 EVALUATION REPORT Title: Evaluation of Wind Load Sectional Door Assemblies Report #: WD017-001 R2 Manufacturer: Wayne Dalton A Division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 Technical Contact Prepared by: Date: Dwayne Komish Engineering Manager Gordon Thomas, P.E. Mason, OH 45050 Florida # 46718 December 22, 2017 I. Introduction/ Scope IIIIIII//// 0: N No. 46718 STATE OF S,S/NAI. •• Based on wind load test results for the FBC approved doors with paper/poly backer, the following evaluation will estimate the performance for similar size doors with equal wind load design pressures but steel backer design. The following doors under evaluation will be included on the latest revision of FL 9174. The following report evaluates the new overall door/component design as it compares to the door & components Florida product approval. II. Reference Material The following items were used to prepare the evaluation report: A. Florida Product Approval, FL 9174 B. Wayne Dalton Drawing No.253209, Rev P2, Backer Paper/ Poly C. Wayne Dalton Drawing No. 253211, Rev P1, Backer Steel D. Wayne Dalton Drawing No. XN17019, Dated 5/8/17, Raw Assy Detail, 9100 vs 9605 E. Evaluation Report, John E. Scates, P.E., dated June 10, 2011 Ill. Evaluation A. Wind Load Design The following analysis is for 20 different door configurations. All of the configurations listed in FL 9174 were approved with a paper/poly material (69# Kraft with 1 Mil off white PE) per WD drawing 253209. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005. ANSI/DASMA 108-2002 is equivalent to ANSI/DASMA 108-2012 and ANSI/DASMA 115-2005 is equivalent to ANSI/DASMA 115-2012. The following evaluation will substitute the paper/ poly material with a 32 gauge steel back per WD drawing 253211. The profile dimensions for both material types are identical. Since the mechanical properties for steel exceed that for the paper/ poly material, I would calculate that the deflection and wind load resistance for the steel back plate would be equal or better than the currently approved configurations. B. Product Comparisons The following chart shows the sectional doors that were tested & approved by the state wide Florida Product Approval and the change to the new backer material design. The following charts shows the doors under elevation. FL 9174.1 FL 9174.2 FL 9174.3 FL 9174.4 FL 9174.6 Model # 9605 9605 9605 9605 9605 Door Size xH 9' x 8'-9" 16' x 8'-9" 16' x 8'-9" 16' x 8'-9" 9' x 8'-9" Design Pressure 26.90/ 30.80 psf 15.30 / 17.00 psf 25.90 / 28.80 psf 30.001 33.50 sf 43.20 / 49.60 sf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 318958-P8 318959-P9 318960-P10 318996-136 319022-P6 Impact Rating Yes No Yes Yes Yes Table I — Doors under Evaluation FL 9174.6 FL 9174.7 FL 9174.8 FL 9174.9 FL 9174.10 Model # 9605 9605 9605 9605 9605 Door Size 16'x8' 18'x8'-9" 18'x8'-9" 18'x8' 18'x8' Design Pressure 39.20/ 43.70 psf 12.40 / 13.80 psf 18.50 / 20.70 psf 30.00 / 33.50 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319023-P7 318999-P6 319000-P6 319024-P7 319025-P7 Impact Rating Yes No No Yes Yes Table 1B — Doors under Evaluation \ ;``D pN Dsy,%, C9 NO. 4671a 0 STATE OF <C/ {' L 7 S2 '' ONALIENG`` FL 9174.11 FL 9174.12 FL 9174.13 FL 9174.14 FL 9174.15 Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size xH 9'x10' 9'x10' 16'x10' 16'x10' 16'x8' Design Pressure 26.90/ 30.80 psf 41.00 / 46.30 psf 15.30 / 17.00 psf 23.00 / 25.00 psf 39.20 / 43.70 psf Backer Type Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Drawing # 319026-P5 319027-135 319028-P6 319029-P6 319030-P6 Impact Rating No Yes No No Yes pQ- Table I — Doors under Evaluation Ji[1irrl1 CENSF '•.?J9 N No. 46718 Q ' STATE OF FL 9174.16 FL 9174.17 FL 9174.18 FL 9174.19 FL 9174. 8., Model # 5145/9405 5145/9405 5145/9405 5145/9405 5145/9405 Door Size 18' x 10' 18' x 8' 18' x 8' 18' x 8'-9" 16' x 8'-9" xH Design 15.30/ 30.00 / 39.20 / 18.50 / 25.90 ! Pressure 17.00 psf 33.50 psf 43.70 psf 20.70 psf 28.80 Psf Backer Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Steel, 32 ga Type Drawing # 319031-P5 319032-P7 319035-P6 319034-P5 319033-P6 Impact No No Yes No No Rating Table 1 D — Doors under Evaluation C. Conclusion OR1Q .•'j' zt 31i'1 LAU1 Comparing the doors under evaluation against the Florida approved doors, I calculate that the doors and hardware under evaluation will be subjected to an equal or lower load and will perform equal or better than the approved doors. The drawings cited above are an explicit part of this evaluation report. The text of this report can not address all design details (fastener size, spacing) but relies upon the illustrations of these drawings. I conclude that the construction shown comply with the structural requirements of the 5u' Edition 2014) and 6t' Edition (2017) of the Florida Building Code. Certification of Independence of Evaluation Entity I hereby certify that (1)1 have no financial interest in Overhead Door Corporation; (2)1 am an independent licensed Professional Engineer in the State of Florida and; (3)1 comply with the criteria of independence as stated in 61 G20-3.009 (3), F.A.C. and 61G20-3.009(4), F.A.C. June 15, 2017 Re: Florida Product Approval To Whom It May Concern: Certificate of Independence I certify that I meet the requirements of "independence" as it relates to Overhead Door Corporation. Specifically, 1)1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. i 2)1 (my business) Is not owned, operated or controlled by any company manufacturing or distributing these products. 3)1 do not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the reports are being issued. 4)1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Sincerely, Gordon Thomas, P.E. FL PE # 46718 NDffJL 1. NW MPAL•T RESISTANT GLAZING OPTION - ,OLD• MINIMUMINIMM SSB CLAZIND N UQ=D FIUYE4 SCREM 13 CA NORQ ANOLF 70CMEN MIN A IJDONM OF (R) FS11• SCREY6 6ISTAULO IN TOP O1 NIERMEDWE SECTION (MTN OR TAINDUT DECORATIVE NSERS) MEETS UA14= STATIC DES" PRESSIDIESS SHOWN ON THIS ORAVMR L CLA2NO U CA FLAG ANC E- SHALL RAVE A MAXIMUM HE)CM OF 117r AND A MAMYUM LE IN OF 15.72T. OADMC IS MOT IMPACT 16 CA LAN NORII- RESISTANf AND DOES MDT MEET THE REQUIREMENTS FOR TRAM WIO-DOOrE DENU REGIONS HIt-S RESISTANT CLAM SYSTEM KAYOBE NSTAUED IN TOP WIN J AS OR INTERMEDIATE6ECTION (WIN DR MTHOUT DECORATIVE SHORN) NSERTD CLATDHG SHALL BE 1/4• MANROOH-AR P0. SMALLSM. 1D a MN WLT- ATE OP EQUAL GLA7PK HAVE A MAXIM NEWT OF ISM' AND A MWO/IRI LEWIN OF TRACK 30.0r. CLA'WC IS WACT RESISTANT AND DOES MEET ME REQOREMEMIS FOR V4M -BO NE DEBW REGINSO S/TRI-S/D• LAG• SEE OEFAL E ON SHEET 2 FOR ASSEMBLY DETAILS, SE7EY AT EACH CLAIM SECTION REOUIRES REINFORCEMENT RRACMS JAMS SRACRT ATFAOIED 10 U-BAR W +PEER INTEGRAL Re (SEE DETNL 0 SIM . 1 CA -STRUT SAFM TOLAMODi 1/4-2W/Ir IRACP DITEOIAL AS OF .WTI NOIATOH STILE TO SE BOLT AND 1 4-7D NO ACIORY NSTAUEO. DWASHALLLM SHALL FEUD INSTALL (1) TAO/r SERF OVLUKC CRIPIITE SOLETT 10 ATTACH NUT AT EACH JB JAMS BRACKET LOCATIONWE-1EJ-SRDIT TO THE INTEGRAL RID AND OPIMATM STILE AT THE CEnEAWE OP THE DOOR PER DRAG r M SHEET 2 1 VINYL OR WOOD DOOR STOP NAILED A YAIDWM OF 6• O.0 MUSE OVERLAP TOP AND BOTH ENDS OF PANELS mmmum 7/1r TO REEF MEOARvE PRFSSUmL 4. MET LOCK. SIDE LOCq OR OPERATOR REQI AM 15 CA STIFFENED, 1 SECTION SHALL DE CONSTRUCTED PATH FOALED IN JAMB BRACKETS PLACE PO.TDRETHANE FRAM 14SLRAIM CEAICALLY CONDO TO JO CA MHCNM FACER STEEL AND A SEE SWEAULE FOR Q UANITY• LOCATION. POLTLAYINATE BALER ON J2 CA STEM SACKER. END AND TYPE CAP 70 HAVE A M61DNY 1.1. DEPTH. C. THE CESON OF ME SUPPORTING STRUCTURAL NEY LOGE OR SIDE IOC* EFJIENTS SHALL BE THE IIESPONSENUTY OF THE BOTH IJr fNOTPROFESSIONALOrRECCROFORTHESUILOINmCIAREQUIREDUlmOPTDIM STRUCUM AND N ACCOIDNI0. MIDI CURRENT SUILDNO SEE NOTE 41. SLOE OWES FOR MM ELOADSUSTEDONS ORADN0. LOCK Slit; ran 7. DOOR A" 10 BE MIRMM 216 STRUCTURAL DMDE C A10TY IJ mKk REFER t0 AM CONNECTION SIPMFIENI To NOT• (A). LCDSNSL SND ATTACHMENT TO SUPPORTING STRUCTURE SI DSNOW. SEE Smmt 2 FDR U-BAIT LOCATIONS a LOUVER OPTION - .040• WARM LOUVERS N MOLDED ON DOORS WTH OREN FRAMES SCHEMED IDOMEA WM A WMMM OF (6) MTN* QUANTITIES AID low MfJ1EIlIS INSTALLED N THE BOTTOM SECIIOIL SEE NOTES I AND 2 ON THIS SKEET FDA LOWADSAREMDTIMPACTRESISTANTAND00NOTMEETTHE RECI REMENTS FOR VOID-BOR/E OMM REGONS. v LOUVFAED SECTION REG1iER OPE AIM SW 70 RE r. rlrov uer..Nrn Al m Nsvlrw ur K m Oro SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE VIDDOORNILlH' 0RY Dow LOAD CAM JAMB (PIE) IC- r ALL 207. -230.4 ALL IS1 - 1A OY- O• ALL NW- W ALL 125.5 -1M.0 T1LTL a rgFiiJ NTC IVD. 17t7945 STATE OF •• : NG W& I aaPCawnAOAD160N11N+ NSK. Om a K77M>11K 1174I PIMWasa11L a omm 1EK PROMO OWT FOR An" Or ouaAD acaKeea O ... SEE U-BAR NOTE ON SHEET 2 FOR U-WAD INSTALLATION CA END CAP REVISIONS 4 CHANCES TO GENERAL FOIWAT AO CNMICED F OA U-Wi iASIEBR TYPE AT END CAPS AND e011O1 RETANEA. GAUGE AND ADDEDR LOUVER OPTIOL DEM71 iT STRUT M[rnoO FAW COLORCO PARR TO TAMPED MU MBEL DRY S/B/06 S ADDED SIPGMPOSED DESIGN PRESSED LOADS W SIP ORTIIC STRICTURE AND OIAW= wMBER OF rAS7ENE S AND CENTER IDIOTS REQURED FOR HAMMIA DOOR 14QMa No SAID106 PS ADDED IMPACT RESISTANCE To DOOL ADDODgm/ w MODEL NOTES 70 11" HAT LOUVM IMPACT T. tl9IEL ( 5) CENTER "mm PER JOINT RECORD ON DOOM MDIM GREATER MAN Mom mats PER JOINT RCOUOCD M DOES =7HS LESS MAN OR EQUAL TO 12-0•. JAMB BRA SCHEDULE DOOR HEIORN0. OF SECTIONSSRAIXEIS RAWJAI® R' BRACKETS MEASURED FRW COTTER T Or 7RACN L OYWSQIS s: 21 T- 0 4 D G JB 1 G 25-1 JB >• JB 45-1 • DJ• L o• 4 S FAT Js . /r JB 21-J JB 23a + i • 0 SJ-1 4 JB o s s G JB + G 34 ra a-1 • G Sr A m JB CAT JB 1 JD 21-3 4 O 29-34' .B 46 Js 57-1 { A is-1 JB D-r Err PITOI SIE NOTE snav FOLLOWNO OMENSW DENOTES MDT= JAMB BRACKET ATTACHED, TO TRACK MM 1/4-2OS/IS• TIIACK BOLT AHD NUT. FOLOSWC OMESON DFUNOTES QUICK NSIALL JAYS BRACKET INSTALLED N WMRFLY SLOE NO ADDITIONAL HARDWARE N=M TO ATTACH 10 TRACK. DOORS W71111 HICK LIFT. ROOT PITOL AD/QR OEATER THAN S N HEIGHT REQUIRE USE OF *WIWOUS WALL AWIL SEE SUPPLEMENT TRACK MART FOR OETALS. Wayne STATIC PatfSSOtE RA,W6S APPROVED DESIGN ( +259D/- 2a80 MAX Y.iDTRV MDalton. ,7 TPS l CRA7+ m /-/ 0-ES MM ' T101 F CARAAF nnARC MODELS 5120/ 9100/9605 WINDLOAD SPECIFICATION OPTION CODE 0230 CRT 7/ 22/08 PC UPDATED TITLE CRT 0/ 26AC POD ER71520 AD® DWI• AND ENO PART NEL REV. 318960 P10 I I I I i DETAIL A BRACKET 13 CA ROLIOI SLOE ATTACKED TO PRE -PINCHED NOES IN TIP OF U-BM U-•BAR OVER IN roM (2T 1/w-M/a/B' COP7nE SCII[TS USE VET D(0 NOTE IN 310E TO D19RE THE (s) PRE -PHI FACING UPWAI+a AND A PROPOI AUOIIIFNT OF ROLLE7i9 SCAPilt OTWlUNO Mb1il 13 CA INNGE A7TA0® C CrPROW "AR R wM (!) 1/•1ad/•• / DB ON THE BOTTOM 51 tMT1MPllAR saEra FIT DE ATTAC ED TN MX EN w•M ARE FACt01lY ENO VFM (1) IliCPoK/HIKE SCREW LZATFAMED) BOTTOM PLANCE OF TN UO3r DUE 70 CEARA 1• NnON STOIN6ARB INSTALL SCMEN6 AT ni ROLLER "IN U-BARS, ALL U-BARS 4-1/2• Spy I STALLED M SECTION DETAIL R MAELNO RmIER 4R It OA NWOE ATTACHED CROGME SCREV6 (2 OR O7[T3TAL RO AND ATFAOH V02CH ARE FACTORY CPMP111E SOEIb TNNU PRE -PUNCHED HOES AT A77ACEA 3 OF %QCH EACH INERMEDIATE HINGE ARE FIELD INSTALLED DIM IDf ADON (1 110K/ fUNHE TOP LOAF, AND 1 MUM C FIELD IIISTALLED K Il-BARAKD BOFIOM HENCE LEAF AND 17M THRUT7E-ARR11E9 LACE M OF U-BAR IN Y DETAIL IMMORAL RB or SECTION) C IN 13 CA ADJUSTABLE ATTACK BOTTOM BRACKET AD TOP IIXTIOE 111/4B7TTOM 7a /dU SELF WITH C OI OR ) N•° CR1M 7TE ; a` sOF IMPACT ROTTOM RRACI(ET LOW HEADROOM TRACK DETAIL A LHSEo orar a IIPAcr JOB WITH EACHETDCAIIKD gCIIMMT IIU OD BRACKET ATTACHED IR14a7/U• volm RWu7/ 1B SELF 1 NER lop C IMPTiTE SC CV6 (I t HALL WAY THROUGH ODIN kT BRACKET AID U- GAR) LUIC MEµDETAIL G ( 4) SEI R OLWED 10 t0 KWof THEI f ri, l/Y SELf UNE%UTHEM 00 tJONPTMIELOCATE BRACKET. TOP d-SIRUT YOPERATORBRACKET.n SHOWN Hp L ,1-47RU7 BTMEUS 6Y IE $GTED IEEt DK oHPAR 4AgDSECTIONSSEEN01E12CABOTTOMBRACKET FACTORT ATTAC M wM 3 1 4-1173/•' ° PACE U-tAR oAVT pTECRAL Re um DETAIL F u-tMAI .TTwM1Md7 McTFS TIME N0T0/ 00•N 10 OEM BOTTOM BRACKET AM ATTACH THEM 00 W AT CAM FIID NM tj1) 1/4-147/B' SELF ORBiDIO CDIPb1E SQETY . lS FOR IMPACT IESISTAM M SHOW AHO IRE (1) 1/4-147/C SELF BOTTOM BRACKET MUST BE sCE•ED 10 THE BOTWMM ti . • ORIWNG CO4PTI 5171EN ACI055 THE BOTTOM OF THEBOTTOMU-IAR AT I! -BAR wM EACH PRE-PIOMOED ROLE AT EVERY J 1 4-14x7 SOF MINCE LOCATION. USE (1) &209b/I• TIC SOIEN6 SEE IMPACT BOTTOM BRAOEF CRUPIM SCEYF AT ML OTHER IRE -PUNK® HOE LOCATIONS OCTAL THIS SHEET. BaT/ I• MIN STAINLESS SCIETIS wM STAINLESS BACKED RUBBER WASHERS 3- 1/Y 0. 0 MAX Q;.•'GEN3R l O,' ••. 1• NO.77946 B' BEAD CE /% ULIRACLAZE Fil— stRuss' ALG I roSEPLWTOREMBVALDU 0, STATE OF It, MIDI STEEL A. 01VAL l'E N• MM A xOK• 94 7'E UH RCOaDOM FL PC 71141 A M 1171• Ir VYOA°namsNAN meFROWDED ONLY nON -STRUCTURAL DECOBAIVE INNER / WINDOW TIDAL Or—TAILE DOORS a It As 1. ALL U-BARS CMALL BE PLACED OVER YMTERIBS S AND EEED ATI'ATIRUPRE -PINCHED KIMwM (2) 1/F-NSS/C t 14x7/B• SELF EACHADIRLLNG ORIMPOEACH IE SCAM At EAENDS CAP (EXCEPT BUMU-BARS ON BOTTOM 6ECImM - SEE D ELSi1/E""MGOE 6BAOU»(POED<M AND INTERMEDIATE MINCE LOCATIOA AND (1) 1/4-144N CRUPME SCREW APPROXIMATELY E FROM EACH ETD. FOR DOOR 1VDTM9 GREATER THAN Sr-O. INERT SMALL BE A TOTAL OF (29) SCREW AITACNIIC EACH %/-BAR DWI BDM U- BARS ON BOTTOM SECTION 91A1L NAK A TONAL OT ( N) SKEWS EACH. FOR DOOR 1Dni4 LPSS MAN CR EOUAL W IT-T, TIME SHALL BE A TOTAL OF (It) SCREWS ATTACIWG EACH U-BAR DfOPT ODIN U-BARS ON BOTTOM SECTION STRUCTURAL DECORATIVE SHALL NAVE A TOTAL OF (14) SUtERS EACH R loom TRIM L IBM THE OOMPnM Of THE (B) PIE -PUNCHED MOLES O THE TOP OF EACH END USED FOR ATTACHMENT OF ME RCUAR POLYCAR/ONAIE SLIDES AIM 1NE (•) ME-PDWEES M D NOI E BOTTOM OF EACH Do USED FN INC ATTACHMENTOFME TOP FIIUAE AND LOOM NOTED OTNEAWSE ON IM SPECIFICATION ORAVOIG. ALL PIKE -LANCED HOES IN ALL LWARS SHALL BE ATTACHED 70 TIME DOOR TITH 1/4-105/B• p1IP11TE SCEVR 1 18 CA U-BARS SMALL BE STAMPED •491' APPROCMATELY •• FROM CAM EMC VAN EGGS As TO 117 7/22/OB UPDATED TITLE BLOCK 10 M152tSTATIC PRESSURE RA, DlCS APPROVED SIZES ISCALE. KUL SIZE: A Wayne DESIGN( PSF)M f2S.tO -2SB0 MA% SINK, 16•-0' GATE NAME EST ( f3SB6 -4310 MAX HOGNT MT-B- PRAWN 3 /0B CRT Dalton. IEPACT C RAKED (YES/NO) YESMAX SECTION NDC P 21' ECXEO4/6/08 MRB GARAGE DOORS MODELS 5120/9100/9605 1 sHET 2 OF 2 OMS104 OF OMNIMEAD DON33B5 PE SAACOLAA FLORIDA2M4 WINDLOAD SPECIFICATION OPTION CODE 0230 DRAYONO PART NQ 318960REV. P10 O -•••0 PLICE PLATE LOCATION o SEE SCHEDULE 14" MAX 12" MAX Tfl 12" MAX 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. O"ATMK 1 xaVas,, PC 43n DOIAHTY ROAD ISO MOUNT HOPEFLPCTAN! 1x pEHINDmw 1410RS9oNAL D/MM" I" 01tom D 0LY I'm VOOF)"71M OF W JMI"D OOSIpUC 10N DUAIUL CLIP DETAIL CUP LOCATIONS SEE SCHEDULE TRACK 13 GA MIN CONTINUOI WALL ANC 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE- 13 GA MIN CONTINUOUS WALL ANGLE NO. 77945 : S. 0 0' STATE CIF 10 ONAL ENG` 7 4CK 1/4"-20 TRACK CARRIAGE BOLT 11 1 /4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART W MAX MAX PSF 9'-0" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF -52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF TRACK SUPPLEMENT CHART ay omimicron. A0®®QRe 3395 ADDISON DRIVE ENSACOLA. FLORIDA 32314 850) 474-9890 REVISIONS IN 7IA1-CIJP5-11 WALL ANQE 12 f00T 6/11/O3 MATED FORMAT. EASED ALLOWABLE MURES TO Ool-W 00 PSF FOR DOCt WIDTHS ICED 'TEXAS WALL E' TO 'CONTINUOUS ANGLE'. ADDED MATE MOUNTNG A. CHANGED TO I HD ANCHORS 4/2/07 1 8024 WITH OVERLAY TRACK CUP IEOULF 8/21/07 UPDATED MODELS W IN CHARM HATED SPLICE & CUP IEDULES. 9/06/07 UPDATE MOUNTING AIL DRAWINGS. 10/05/07 UPDATED CHARTS TO INME THE USE OF i /8 CiDACROSS ' (REPLACEDTIIE 04/11/08 DO'ANDED 1-1/2' TO 18' DOOR THICKNESS iT UP TO 14' HIGH. 12/11/oe UPDATED DTLE x 6/2/10 UPDATED TITLE x REMOVED CHART. 11/15/13 UPDATED TITLE x 5/15/17 SHEET 1 OF 2 DRAWANG PART ND. I REV. 307494 P11 2 3/4" i1" EDGE DIST E60XX MIN. / 82-24' l MIN 3/16" THICK / STEEL FOR MOUNTIN 5/16' x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2x6NO.2 SPF (G=0 421 OR BETTER AT EACH jVETr`1/4-204/16" HOLE PAIR y TRACK BOLT AND LOCATIONSHOLE LOCATIONSS 1/4 20 HEX NUT—/ MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING 4'•. 3/8" SIMPSON TITEN HD, 2-3/4' MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4— 2Ox9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP OWAVW A FORN9L 1DR4S71o0UN1YRMD0 A1oUNT HOPL am R PC 7"43 TX FE 117RPR ROEE4909A DHONWS StAL PROVOED CR.Y FOR wmnunON Or WNW.DAD CQ161RI1C11o1 MNAIU: 111111111/it P NE J Konn/''% O,••' ••10EN SF •/ No.77945 n STATiE OF ORIDPI SzzNAL 11I I1111 Wayne Dalton. GARAGE DOORSllfV OISON DRIVET3]95 AD RACK SUPPLEMENT CHART PE3395'u47o9I DAOs2s„ REVISIONS Tlw XIC-CLIPS-TEXAS 1 ANGLE 12 FOOT HATED , 16/11/0 UPDATED FORMAT. REASED ALLOWABLE MURES TD 1.00/-5100 PSF FOR ODOR WIDTHS INOED 'IDEAS WALL ar TO •CONTINUOUS 1 ANGLE.'. ADDED ISTRAIE MOUNTING NL. CHANGED TO 71 HD ANCHORS 4/2/07 CHANGED FORMAT. IED MOOD 96D0 1 6024 WITH OVERLAY TRACK CUP IEDULE. 5/21/07 UPDATED MODELS IED IN CHARTS HATED SPLICE & CUP IEDULES. 9/06/07 UPDATE MOUNTING AIL DRAWINGS 10/OS/07 UPDATED CHARTS 70 MATE THE USE OF 1 /9 ACROSS THE D RD} 10/24/D7 UPDATED STEEL INTING DETAIL DEPANDED 1-1/2• TO 6• DOOR THKXHESS RT UP 10 14• HICH. 12/11/08 ADDED MODEL 6700. kIED TITLE BLODx 6/2/10 UPDATED TITLE x REMOVED CHART. 11/IS/* UPDATED TITLE x6/15/17 SHEET 2 OF 2 DRAVANG PART 110, 1 REV. 307494 P11 Wayne Dalton GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 11111f/ O ' P.•• ,cErusF Ry NO. 77945 S STATE OF — SS• °CORIDP .• G 01VAL`E0. NIMUM 2rr6 ice ].v/l SMIO171NFRN PDIE DWATE A [ORMSH PIEOA45MCOIWWRDt40 YDUNH HOPL OHIO rL PC 77M7 T: PC 1171lfR PROF. M"I ENONEEn SEAL PROVDIM CKY FOR VONICA710M OF SIMOLDAD C0671NCTON DUALL SEE DETAILS 1, 2, AND 3 REQUIRED FOR VERTICAL 1 ERSINFORpNG 6' 1 6' L G H=R LOCK 2-3/4' J 2) 3/B' SIMPSON 717EN NO SCREW ANCHOR MTN A 1 t 4' WASHER AND A MINIMUM EMBEDMENT DEPOT OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. OEIAN I MINIAALIM 7500 PSI fYl._CJfE1F NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS DOOR WIDTH MINMUM 2:e HEADER LOCO SOUTHERN P BRACKET LUMBER C 4' 4' 3/e SIMPSON T17E3N NO SCREW ANCHOR W17H A 1-1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4'. OETGIL_2 YINDAIIM 2000 P51 [,1EDIR FIII i7t f]nl NOTF• MAXIMUM DESIGN LOAD CAPACITY OF 240D LOS LOCK 4) 3/8' DIA. LAO SCREWS WITH 1-1//4' O.D. WASHERS. LAG St:Y SHALL HAVE A MINIMUM PENETRATION OF 1-9 INTO THE MAIN ORT MDABER OrTAIL 3 liMAXIMUM CN LDAD CAPACRY OF 2430 LBS. SHEET 1 OF 2 JAMB CONNECTION SUPPLEMENT P17 UPDATED T17LE BLOCK ESC 6/13/17 NAME DRAYANG PART ND. I REV. 324620 IP16 Wayne Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA• FLORIDA 32514 850) 474-9890 PWA,NE 1 IKl#N91. PK 7. COYNtt RKMO 1RR NOWT NOPL om FL PE 7790 Tx PE 11711111 PR0F1= WAL E140CRY SELL PROlmm ONLY FOR VM$ICADON OF WINDLOAD OWISTRYC110" WTALL MIN 25M PSI CONCRETE FASTENER LOADMAYNm. AY EXCEEDTHEDESIGNLOADOF THE STRUCTURE DESIGN p 4' OF SUPPORTING STRUCTURE SMALL NOT EDGE GIST BE THESOLERESPONSIBILITYOFTHEPROFESSIONAL OF RE FOR THE STRUCTURE d i 3/ 9• SIMPSON TITEN ND• 2-3/ 4• MN EMBED. MIN B• BETWEEN JAMB BRACKET LOCATION JAMB BRACKET L/4- 20Y9/IB• RACK BOL7 AND 1/4- 20 HEX N TRAIX DIRFCT CQNCRrYF MOUNTING QrT,Uk 3 KOR GENse 4 • Ne• - n945 t X= W TAB OF C/ i1 FLORID'••• 0 SSIONAL MIN 2 a 4 SPF (0.0.42) OR BETTER WALL STUD HIM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RCSPONSIB11J7Y OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE EXTERIOR S/ IB• LAG SCREW WRIH 1-9/ 32• GIBED N CENTER OF STUD (! IM FOR EAW JAMB RALOCATIONJAMBBRACKET 1 4- 2D.9 B' AIX BOLT AND 1/M20 NIX N TRACK DIRFM YMM uOLNTINC- OFTMI M1Y l7O ne PFR • _ FARFNRR SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT P17 UPDATED TILE BLACK ESC 6/ 15/17 WNG PART NO. I REV. 324620 P16 I