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Home My WebLink About522 E 14 St 18-1692 New Construction SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100003 DATE: April 06, 20181 /S UBUILDINGAPPLICATION #: 18-10000355 0 bBUILDINGPERMITNUMBER: 18-10000355 UNIT ADDRESS: 14TH STREET E 522 31-19-31-507-0200-0040 ,ef TRAFFIC ZONE•022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: CYPRESS HOLDINGS LLC ADDRESS: 4925 RED BRICK RUN SANFORD FL 32771 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 522 E 14TH STREET / SAN LANTA / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHED_.-_._ RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHQOLS Housing CO -WIDE ORD 54.00 1.000 dwl unit 54.00 Family PARKS Housing N/A 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 FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTHAN CERTIFICATE OF OCCUPAN6Y OR OCCUPANCY. THE REQUEST FOR REVIEW COPIESEET OF RULESEGOVERRNNINGSAPPEALS MAYNBE PICKEDEUP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD YEIOUBEEOTHRPNLFOFDREFERENCETHCOUNTYUILDINGPRMTNMRATETOETOTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT r ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE P9. C CITY OF S,ki4FOlUD FIRE DEPARTMENT P, 201$ Building & Fire Prevention Division PERMIT APPLICATION Application No: Ik- %-p q a Documented Construction Value: $ AW 1'7'70S'6. °' Job Address: 522 E. 14th Street, Sanford, 32771 Historic District: Yes No Parcel ID: 31-19-31-507-0200-0040 Residential Commercial Type of Work: NewR] Addition Alteration Repair Demo Change of Use[] Move Description of Work: New Single Family Construction Plan Review Contact Person: Matt Patterson Title: VP Phone: (321) 299-6589 Fax: (407) 650-2879 Email: cypresshomebuilders@gmail.com Property Owner Information Name Cypress Holdings, LLC Street: 4925 Red Brick Run City, State zip: Sanford, FL 32771 Phone: (407) 616-5997 Resident of property? . NO Contractor Information Name Cypress Homes / David N. Ferri Street: 4925 Red Brick Run City, State zip: Sanford, FL 32771 Phone: (407) 616-5997 Fax: (407) 650-2879 State License No.: CBC1262052 Architect/Engineer Information Name: T.S. Chehal Engineering Phone: (407) 521-5557 Street: 531 S State Rd 434 #1001 Fax: City, St, zip: Altamonte Springs, FL 32714 Bonding Company: Address: N/A E-mail: raj7065@aol.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a pen -nit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 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 I, 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 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. Si t;A of Owne gent Date 7 11y14 -FeIZor' Print Owner/Agent's Name r A I I -- Notary Public, State'ol Florida Commissiorof FF 147523 My comm. expires Aug. 4, 2018 Owner/Agent isy-Personally Known to Me or Produced 1 D Type of I D S t - S' re of Contractor/Agent ate Print Contractor/APent's Name 19 RENUKA CNAITOO-FLANDERS Jr Notary Public, State o1 Florida CommisslonA FF 147523 My comm. expires Aug. 4, 2018 Contractor/Agent is Personally Known to Me or Produced 1D Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical [S Mechanical®' Plumbing'®, Gas[] Roof Construction Type: ./43 Occupancy Use: IZ fs Flood Zone: X -Std ATTACHED Total Sq Ft of Bldg: l !' 1'7 Min. Occupancy Load: # of Stories: k New Construction: Electric - # of Amps 1S p Plumbing - # of Fixtures 1(0 Fire Sprinkler Permit: Yes No 0 # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: S- 151-1Y UTILITIES: WASTE WATER: ENGINEERING: tAzt 4-10.1b FIRE: BUILDING: SC-- s -It •tR COMMENTS: (,r ,n Cs,*yeaa 5;,d6/, 4t.;(, /n It Gd -<4w^ 0,% a/VATeets y/c. 4-,J o/iastJlt„r.. 4 c+/E1lLaJ of AA -e 0-/A Ka., An it Sc4"le J, a,( - 11 F( 1) 1-c ig4lf bt /oG04C./ia f4 rtdo,:rdf.,yi y6.% Revised: January I, 2018 Permit Application KFORD ,S FIRE DEPARTMENT Building &Fire Prevention Division PERMIT APPLICATION APR -C201a 0.? Application No: LX - g Documented Construction Value: $ 162,900 Job Address: 522 E. 14th Street, Sanford, 32771 Historic District: Yes No Parcel ID: 31-19-31-507-0200-0040 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Construction Plan Review Contact Person: Matt Patterson Title: VP Phone: (321) 299-6589 Fax: (407) 650-2879 Email: cypresshomebuilders@gmail.com Property Owner Information Name Cypress Holdings, LLC Phone: (407) 616-5997 Street: 4925 Red Brick Run Resident of property? : No City, State Zip: Sanford, FL 32771 Contractor Information Name Cypress Homes / David N. Ferri Phone: (407) 616-5997 Street: 4925 Red Brick Run Fax: (407) 650-2879 City, State Zip: Sanford, FL 32771 State License No.: CBC1262052 Architect/Engineer Information Name: T.S. Chehal Engineering Phone: (407) 521-5557 Street: 531 S State Rd 434 #1001 Fax: City, St, Zip: Altamonte Springs, FL 32714 E-mail: raj7065@aol.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO. YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 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 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. 4 2v Ief- - 5;- g Sio!jtxf of Owner gent 13ate n4wo t>Gggf' Print Owner/Agent's Name 5- RENUKA CHAITOaFu+nuen cif p Notary Public, Statwof Florida Commisslorif FF 147523 My comm. expires Aug. 4, 20' Owner/Agent is I/ Personally Known to Me or Produced ID _ Type of ID a-dl,,2 &-,,, S t- S' re of Contractor/Agent Date Print Contractor/Agent's Name 19 RENUKA CHAITOO-FLANDERS i p` Notary Public, Statwof Florida Commisslont FF 147523 MY comm. expires Aug. 4, 2018 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: tl -ll'dl$ WASTEWATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: January I, 2018 Permit Application J THIS INSTRUMENT PREPARED BY: Name: David N. Ferri Address: 4925 Red Brick Run Sanford, FL 32771 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: I ili1, jnn 1tIIf IIIII IIII Ill] GRANT MALOY, SEMINOLE COUNTYCLERK. OF CIRCUIT COURT 1, COMPTROLLERBK, 9104 P9 1764 (1p9s) CLERK'S 4 2018037099 RECORDED 04/05/201.0 02:58:00 PitRECORDINGFEES $10.00 RECORDED BY hdevore Parcel ID Number: 31-19-31-507-0200-0040 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) E 15 FT LOT 4 & ALL LOT 5 BLK 2 SAN LANTA PB 3 PG 80 - 522 E 14th Street, Sanford, FL 32771 GENERAL DESCRIPTION OF IMPROVEMENT: New Single Family Residential Construction OWNER INFORMATION: Name: Cypress Holdings, LLC Address: 4925 Red Brick Run, Sanford, FL 32771 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: Cypress Homes Address: 4925 Red Brick Run, Sanford, FL 32771 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: Address: In addition to himself, Owner Designates Of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it are true to the best y know) ge and belief. David N. Ferri OwnerTtIgnature Owners Printed Name Florida Statute 713.13(1)(g): - The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead State of r Y 1& County of t ne) l e The foregoing instrument was acknowledged before me this day of 40 I .20 b iyi/> tt P t IY Who is personally known to me l NNameofpersonmakingstatementaAr OR who has produced Identification El type of Identification produced: L eW00-FLANDERS No R bllc, State.01 Florida OommlyaionA FF 147523 018 My comm. expires Aug• O. City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Matt Patterson Firm: Cypress Homes Address: 4925 Red Brick Run City: Sanford State: FL Zip Code: 32771 Phone: 321.299.6589 Fax: Email: cypresshomebuilders@gmail.com Property Address: 522 E. 14th Street Property Owner: Cypress Holdings, LLC Parcel identification Number: 31-19-31-507-0200-0040 Phone Number: Email: The reason for the flood plain determination is: Q 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) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-1692 Reviewed by: Michael Cash, CFM Date: April 10, 2018 A n p n Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Waya Use & It1 11oLandscaping in Right -of -Way www.sanfordn.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 e sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the «no. WMrebelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. C811bellWyauely. 1. Project Location/Address: 522 E. 14th St. Sanford 2. Proposed Activity: X Driveway 3. Schedule of Work: Start Date 5/15/2018 0 Walkway 4. Brief Description of work: New single family residence This application is submitted by- Property Owner Signature:"PQ'a"" Address: 4925 Red Brick Run Sanford FL. Phone: (321) 299-6589 Fax: Completion Date E] Other: 8/31/2018 Print Name: Matt Patterson Emergency Repairs Email: cypresshomebuilders@gmail.com Date: 04/10/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationtimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law. Requestor agrees to defend, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. Signature: Date: 04/10/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Official Use Only Fee: Utilities Approved: Engineering V A=aA Site Inspected by: Special Permit Conditions: Date: Date: Date: a. - • a rom LZr: Date: November 2015 ROW Use Driveway.pdf CITY OF Building & Fire Prevention DivisionSkN40RDq, RESIDENTIAL (NEW CONSTRUCTION) FIRE DEPARTMENT `Q V PERMIT GUIDELINES 516 & 522 E 14th Street, 32771 All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: APPLICATION AND SUBMITTAL REQUIREMENTS Building Permit Application completed, signed and notarized. 29 Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value Application must include correct address and complete parcel I.D. number. Contractor information is required to be included on the permit application (if contractor is applicant). IN Applicant must include the name of the designated plan review contact person, their phone number and either a fax number or email address on the Building Permit Application form. Copy of the contractor's license issued by the State of Florida (if contractor is applicant). IN Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Must be signed in person at the Building Department) Department (if applicable). RID AM Seminole County Impact Fee Statement (multi -family only). C(7COR Two (2) sets signed and sealed building construction plans. CCR Two (2) signed and sealed site / plot plans. Two (2) sets signed and sealed floor and roof truss engineering. Two (2) copies of completed and signed Sanford Product Approval Specification Form. can be found on our website www.sanfordfl.gov under "Building Permits", then "Forms") When listing products, please provide only the exact products that will be installed. Generic packages will not be accepted. Two (2) copies of the manufacturer's installation instructions for the following products: windows, Bi doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. Two (2) copies of completed energy calculations. Energy calculations and EPL card must be filled out and signed by all required parties and indicate City of Sanford as the Jurisdiction. Two (2) copies of equipment sizing calculations. Two (2) copies Plumbing drain, waste and vent riser diagram Please see the following pages for construction document submittal guidelines ** Effective: August 1, 2017 Page 1 of 6 THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING: SITE PLAN / PLOT PLAN Lot number Address / Legal Description Setback lines from principle structure and any accessory structures to property boundary (minimum of eight; two on each side) Primary building setback lines/envelope Q9 Location of any fencing that is currently installed on the property, as applicable. A/C unit locations with setback from property line 11 arriiffilee 90b "Veref4y ii!q-- d! 4— ft e. greeify Driveway location with dimensions. Please indicate if existing or proposed. Survey type Existing easements: drainage, utility, etc. IN Building separations, if applicable C9 IFSCFtill -.Y-"TT-- 0 Flood zone reflecting current FEMA map revision date Lot grading type (A,B,C, etc.) Elevations showing crown of the adjacent street or right-of-way upon which the structure fronts (for type A and B lots) N Lot corner elevations and break point elevations N Drainage swales (if applicable) with profile view 0 Proposed finished floor elevation BUILDING PLAN O Construction documents shall indicate code edition being applied O Construction type O Plans to minimum 1/4 " scale O Designer information: name, address, registration #, seal and signature on all signed/sealed pages O Page size minimum 22" x 34" O All pages numbered and labeled O Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category II buildings (residential) Ultimate design wind speed (Vult) Nominal design wind speed (Vasd) Risk category Exposure category Enclosure classification Internal pressure coefficient Component and cladding design wind pressures in terms of psf Structural Calculations, if necessary O For additions, alterations and renovations - please indicate the portions of the home that are existing and proposed, as applicable. This includes any structural/non-structural elements, electric, mechanical, plumbing, concrete slabs, and any other relevant details. Effective: August 1, 2017 Page 2 of 6 FLOOR PLAN D Building area tabulation O Room size Corridors O Stair location/guardrails O Safety glass locations O Egress door and emergency escape windows sizes and location O Stairs construction requirements O Special column/post anchorage O Interior load bearing wall locations O Shear walls O Down cells O Lintel schedule D Attic access location and size O Accessibility restroom (door) location O Fire resistant assemblies O Identify options to be used FOUNDATION / SLAB D Filled cells with reinforcement locations O Footer denotation/details O Footers minimum 12" below grade D Interior bearing walls/pads O Porch pads/footers O Brick ledge detail O Slab thickness/steel/fiber mesh O Vapor barrier/termite treatment type Reinforcing steel over lap D Relieving arch steel at pipe penetrations O All wood minimum 6" above grade O Crawl space ventilation O Termite shields D Stem wall foundation may be required for setbacks less than 10 feet, as deemed necessary by Planning Zoning. To verify if this is required, please contact the Planning & Zoning Division. ELECTRICAL CODOR Service riser diagram Electrical load calculations O Bonding/Grounding to foundation steel O Service location O Panel locations D Receptacle lay out O GFCI protection O AFCI protection Tamper resistant outlets O Ceiling fans O Outdoor receptacles D Disconnecting means O Switches/lights O Smoke/CO alarm locations hard wired, interconnected and battery backup Effective: August 1, 2017 Page 3 of 6 ELEVATION (front, rear and side views) O Attic ventilation O Roof pitch D Roofing material O Exterior finish/stucco thickness O Height/bearing elevations O Window and door opening locations MECHANICAL O Equipment location Anchorage for condenser, engineered to meet wind loads Protection in garage locations Clearances at equipment Structural detail for air handler in attic Room ventilation Duct layout (usually in energy calculations) R -value of ducts CFM's Balanced return/ducted, transfer ducts or grilles N Exhaust Bath exhausts size and termination Dryer exhaust discharge/make up air O Energy calculations with equipment sizing calculations PLUMBING Plumbing waste riser diagram Water heater location Fixture location FUEL GAS BTUs each outlet and total BTUs Pipe type and total length LP regulator and model type Combustion air vents Location of equipment Venting Gas Type Gas Pressure Gas piping riser ROOF TRUSS LAY OUT Truss I. D. #s Layout, required on plans and a copy included with truss package Signed/Sealed truss engineering package Strapping/fasteners/truss tie -downs DETAIL SHEETS OR NOTES O Footings D Beam to wall and/or post attachments O Post/column and beam construction O Interior bearing walls Effective: August 1, 2017 Page 4 of 6 O Stairs section O Chimney construction O Dormer construction O Floor framing O Entry construction O Arched windows O Bay windows O Frame to block connections O Knee wall construction O Sky light framing O Top plate splicing requirements O Steel requirements (footer, lintel, vertical pour) Grade Over lap O Veneer O Shear wall locations and construction Connectors Fasteners O Roof sheathing & diaphragms Fasteners Blocking O Wall and gable sheathing fastening O Gable end, frame and block, vaulted and flat O Conventionally framed roof members O Glass block O Header schedule, including strapping/anchorage and frame supports (bearing walls) O Bearing/non-bearing wall detail O Typical wall section detail, one and two story, block and frame, for all scenarios Connectors Anchorage bolts Materials and assembly O Garage and swing door buck fastening O Ceiling diaphragms Blocking O Any conventional framing Effective: August /, 2017 Page 5 of 6 MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS Must be site/lot specific. Generic Packages not accepted ** Roofing installation instructions & compliance with ASTM standards Window and mullion installation instructions Garage door, sliding glass door and swing door installation instructions IRI Siding installation instructions IN Soffit installation instructions PRODUCT APPROVAL N Completed Sanford Product Approval specification sheet Florida Product Approval can be located at www.floridabuilding.org. Product Approval must be approved under the current code edition FS 553.842, FAC 6l G20-3 Product Approval and manufacturer installation instructions must be specific for the home being built. Generic packages including multiple items that are not part of the specific project will not be accepted. These guidelines were compiled to assist the applicant in preparing a residential permit application submittal and may not be complete. The applicant is required to meet all city of Sanford, state, and federal requirements. Effective: August 1.20/7 Page 6 of 6 Effective: August 1, 2017 Page 7 of 6 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CSC1262052 rhe BUILDING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. _ Expiration date: AUG 31, 2018 FERRI, DAVID NICHOLAS-'- CYPRESS ICHOLAS_ CYPRESS HOMES . 4925 RED BRICK RUN _ SANFORD FL 32771 ISSUED: 12/05/2017 DISPLAY AS REQUIRED BY LAW SEQ # L1712050000741 I. SEMINOLE COUNTY BUSINESS TAX RECEIPT JOEL M. GREENBERG, SEMINOLE COUNTY TAX COLLECTOR r- ,,,,.• PO BOX 630 I SAN FORD, FL 32772 1 407-665-1000 WWW.SEMINOLE000NTY.TAX VALID THROUGH 09/30/18 4' Ii CYPRESS HOMES 4925 RED BRICK RUN Account #:201027 SANFORD, FL 32771 REGULATED DAVID N FERRI (OFFICER) License # - CBC1262052 Qualifier- DAVID FERRI Receipt #:10472017121304773 Amount Paid: $ 45.00 Date Paid: 12/13/2017 dp iwe o JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 12/19/2017 PERSON: FERRI FEIN: 822858725 BUSINESS NAME AND ADDRESS: BELLE GRACE CONSTRUCTION CORP CYPRESS HOMES 4925 RED BRICK RUN SANFORD FL 32771 SCOPE OF BUSINESS OR TRADE: Licensed Building Contractor EXPIRATION DATE: 12/19/2019 DAVID N IMPORTANT, Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 ACORU® CERTIFICATE OF LIABILITY INSURANCE k.1- DATE(MWDD/YYY1r) 3/24/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Construction Pros Insurance LLC PO Box 186 San Antonio FL 33576 NAMEACT Edward S Collins PHONE 800-685-0027 FAXtAc 813-659-5480 E-MAIL . office@constructionprosins.com INSURERS AFFORDING COVERAGE NAI: 10/27/2017 INSURER A:Rockingham Insurance Company 10214 EACH OCCURRENCE $1,000,000 INSURED FERRIDA001 INSURER B INSURER CBelleGraceConstructionCorp 4925 Red Brick Run Sanford FL 32771 INSURER D GENERAL AGGREGATE $2,000,000 PRODUCTS •COMP/OP AGG $2,000,000 INSURER E INSURER F: AUTOMOBILE LIABILITY ANY AUTO AUWNED TOS ONLY SCHEDULED AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY rnVFOAnFQ rcRTIFIrATF NUMRFGI. 463757824 RFVISION Nt1MRER- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR TYPE OF INSURANCE INSD WVD POLICY NUMBER POLICY EFF MMID POLICY EXP MMIDD/YYV OMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR Y Y RFLG204933-00 10/27/2017 10/27/2018 EACH OCCURRENCE $1,000,000 PREMISES Me occurrence) $100,000 MED EXP one person) $5,000 PERSONAL & ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER, X POLICYE-1 JECT LOC OTHER GENERAL AGGREGATE $2,000,000 PRODUCTS •COMP/OP AGG $2,000,000 AUTOMOBILE LIABILITY ANY AUTO AUWNED TOS ONLY SCHEDULED AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY Es acadent $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ P AMAGE— Per accident S UMBRELLA UAB EXCESS LIAO OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEO I I RETENTIONS WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE DOFFICERIMEMBEREXCLUDED? Mandatory In NH) M yes, describe under DESCRIPTION OF OPERATIONS below N/A STATUTE I I ETH E L EACH ACCIDENT $ E L DISEASE - EA EMPLOYE $ E L DISEASE • POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached It more space Is required) Please review named insured's policies referenced in this document for complete list of all applicable coverages, limits, endorsements, exclusions, deductibles, and their respective terms and conditions. CERTIFICATE HOLDER CANCELLATION 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sanford THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 300 N. Park Ave ACCORDANCE WITH THE POLICY PROVISIONS. Sanford FL 32771 AUTHORIZED REPRESENTATIVE 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD FORM R405-2017 RECORD COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: The Bimini Builder Name: Cypress Homes gUltr Street: 522 E 14th St Permit Office: 68 7 Z $ c City, State, Zip: Sanford. FL , 32771 Permit Number: » v q Owner. Jurisdiction: Coq 145M FADesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1695.2 sqft.) Insulation Area 2. Single (amity or multiple (amity Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1345.20 ft' b. Frame - Wood, Adjacent R=13.0 350.00 IV 3. Number of units, If multiple family 1 c, N/A R= ft, 4. Number of Bedrooms 3 d. NIA R= ft' 5. Is this a worst case? No 10. Ceiling Types (1473.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1473.00 fe 6. Conditioned floor area above grade (1112) 1473 b. N/A R= ft' Conditioned floor area below grade (fM 0 c. NIA R= ft' 11. Ducts R ft' T. Windows(160.0 sqft.) Description Area a. Sup: Attic, Ret: Attic. AH: Main 6 294.6 a. U -Factor. Dbl, U=0.35 160.00 fN SHGC: SHGC=0.34' b. U -Factor. N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 30.0 SEER:15.00 c. U -Factor. NIA ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor. NIA ft' a; Electric Heat Pump 30.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted' Average SHGC: 0.340 14. Hot water systems a. Electric Cap: 50 gallons 8: Floor Types (1473.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1473.00 ft' b. Conservation features b. NIA R= ft None c. N/A R= ft= 15. Credits Pstat Glass/Floor Area: 0.109 Total Proposed Modified Loads: 45.79 PASSTotalBaselineLoads: 48.59 1 hereby certify that the plans and specifications covered by Review of the plans and f1HE STq?, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance y`v a '§ •+ with the Florida Energy Code. PREPARE BY: Before construction is completed DATE: H - A this building will be inspected for y compliance with Section 553.908 I hereby certify that this building, as designed, Is in compliance Florida Statutes. with the Florida Energyy Code. OWNER/AG Ci` ' BUILDING OFFICIAL: DATE: y IB ' DATE: 15 • tg, 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 ANSIIRESNETIICC 380, is not greater than 0.030 On for whole house. 4/412018 9:10 AM EnergyGauge® USA - FlaRes2017 Section R405.4.i Compliant Software. Page 1 of 4 FORM R405-2017 f 4/4/2018 9:10 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software. Page 2 of 4 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: The Bimini User 1 Cypress Homes Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1473 Total Stories:. 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 522 E 14th St Seminole Sanford , FL, 32771 CLIMATE V Design Location Design Temp TMY Site 97.5% 2.5% Int Design Temp Heating 'Design Daily Tamp 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 1473 13698.9 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1473 13698.9 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile 'Wood Carpel 1 Slab -On -Grade Edge Insulatio Main 144.5 ft 1473 ft= 0 0 1 ROOF J Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pilch Tested Insul. (deg) 1 Hip Composition shingles 1596 ft' 0 ft' Medium 0.6 N 0.5 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 In) Area RBS IRCC 1 Full attic Vented 300 1473 11PN N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1473 ft' 0.11 Wdod 4/4/2018 9:10 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software. Page 2 of 4 FOkM R406-2017 WALLS Ognt Adjacent SitToWallJwepate Cavity Width R-VZII.e El in Ft Height In Awa Sheathing Framing Solar Below R-Alahoe Frarlinn AbSor GW 1 2 3 4 5 N E S W S Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 39 9 9 4.1 51 3 9 4.1 20 0 9 4.1 33 6 9 13 37 6 9 4 371.0 ft' 4 476.6 ft' 4 186.0 ft' 4 311.6 fe 4 350.0 ft' 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.6 0 0 0.01 0 0 0 0 0 DOORS Ornt Door Type. Space Storms U -Value Ft Width Height In Ft In Area 1 2 S Wood Main S Wood Main None None 39 3 39 2 8 8 6• 8 24 ft' 17.81' WINDOWS Orientation shown is the entered. Proposed orientation. V Wall Ornt ID Frame Panes NFRC U -Factor SHGC Imp Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 n 1 Wood Double (Clear) Yes n 1 None Low -E Double Yes e 2 None Low -E Double Yes s 3 None Low -E Double Yes W 4 None Low -E Double Yes 0.35 0.34 N 0.35 0.34 N 0.35 0.34 N 0.35 0.34 N 0.35 0.34 N 40.01P 1 ft 0 in 60.0 ft' 1 ft0 in 15.0 ft' I ft0 in 36.0 ft' I ft0 in 9.0 ft' 1 ft 0 in 2 ft0 in None 2 ft0 in None 2 ft0 in None 3 ft 0 in None 2 ft 0 in None None None; None None None GARAGE Floor Area. Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 430 ft' 430.8' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 'ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1598.2 87.74 165.01 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 30 kStulhr 1 sys 1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ .Split SEER: 15 30 kBtu/hr 900 cfm 0.7 1 sys#1 4/42018 9:10 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software -Pap 3 of 4 FORM R405-2017 4/4/2018 9:10 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page.4 of 4. HOT WATER SYSTEM System Type. SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60 gal 120 deg Norie SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS V Supply -- Return — Air CFM 25 CFM25 HVAC # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 294.6 ft Attic 73.65 ft Prop. Leak Free Main dm 44.2 dm 0.03 0.50 1 1 TEMPERATURES Programable Thermostet: Y Ceiling Fans: Heating JKJ Jan J Feb Merlj J n JulMaymay Aug Xj l J SeP Oct Occtt Nov Dee DJanFebXMar1Ar lX Jun Jul Aug l 1 Sep cVenting 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 4/4/2018 9:10 AM 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* = 94 The lower the EnergyPerformance Index, the more efficient the home. Certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: p p!, Date: As- Ad.dressof New Home: S ZZ £ , / (s'- City/Fl Zip: _f4,V&LD &.277, 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@eneigygauge.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. 414/2018'9:10 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page. 1.of 1 522 E 14th St, Sanford, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R-4.1 1345.20 ftsb. Frame - Wood, Adjacent R=13.0 350.00 ft 3. Number of units, if multiple family 1 c. NIA R= ft' 4. Number of Bedrooms 3 d. WA R= ft= 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1473.00 ft' S. Conditioned floor area (112) 1473 b. N/A R= ft' 7. Windows" Description Area c. NIA R= fe a. U -Factor. Dbl, U=0.35 160.00 ft2 11 .Ducts a. Sup: Attic, Ret: Attic, AH: Main R ft= 8 294.6 SHGC: SHGC=0.34 b. U -Factor. N/A fp SHGC: 12. Cooling systems kBtu/hr Efficiency c. U -Factor. WA ft' a. Central Unit 30.0 SEER:15.00 SHGC: d. U -Factor: N/A ft' 13. Heating systems kBtuRtt Efficiency SHGC: a. Electric Heat Pump 30.0 HSPF:8.50 Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.340 8. Floor Types Insulation Area 14. Hot water systema Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1473.00 ft' a. Electric EF: 0.95 b. N/A R= ft' b. Conservation features C. N/A R= ft' None 15. Credits Pstat Certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: p p!, Date: As- Ad.dressof New Home: S ZZ £ , / (s'- City/Fl Zip: _f4,V&LD &.277, 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@eneigygauge.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. 414/2018'9:10 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page. 1.of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA 0• TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: The Bimini Builder Name: Cypress Homes Street: 522 E 14th Sl Permit Office: City, State, Zip: .Sanford , FL , 32771 Permit Number: Owner. Jurisdiction: Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General, A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints In the air barrier shall be sealed. Ceiling/attic The air barrier In any dropped ceiling/soffit shall be aligned with The Insulation In any dropped celling/soffit the insulation and any gaps in the air barrier shall be seated. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be seated. Walls The junction of the foundation and sill plate shall be sealed. Cavities within -comers 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 seated. 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 seated. Ririe joists Rim joists 'shall Include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage. subfloor decking, or floor framing cavity Insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth In unvented crawl spaces shall be covered with Where provided instead of floor insulation, Insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to lit, or narrow Narrow cavities cavities shall be filled by Insulation that on Installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. 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 airtight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Awland behind o*n*ng and wiring. Showerflub 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 shag 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 hpWipen fire porinki cover platen and wells or pilings, a. In ad ition, nspe on of log walls shall be in accordance wd the provisions of ICC -400. 4/4/2018 9:10 AM EnergyGauge® USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 FCrRM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: The Bimini Builder Name: Cypress Homes Street: 522 E 14th St Permit Office: City. State, Zip: Sanford, FL, 32771 Permit Number: Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1473 sq.ft. Cond. Volume: 13699 cuft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: 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 verged 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)(f), (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 ovother 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; S. Heating and cooling'systems, if installed at the time of the test, shall be turned off; and 6. Supply end return registers, if installed'at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (I) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: fes srq B Vol D Wi 4/4/2018 9:1.0 AM EnergyGauge® USA - F.IaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1' HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa I ' 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 verged 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)(f), (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 ovother 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; S. Heating and cooling'systems, if installed at the time of the test, shall be turned off; and 6. Supply end return registers, if installed'at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (I) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: fes srq B Vol D Wi 4/4/2018 9:1.0 AM EnergyGauge® USA - F.IaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1' FORM R405-2017 Duct Leakage Test Report Performance Method r . FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: The.Bimini Builder Name: Cypress Homes Street: 522 E 14th St Permit Office: City, State, Zip: Sanford. FL.. 32771 Permit Number: Design Location: FL, Sanford Jurisdiction: CFM25(Out) 4 DuctTest Time: Post Construction Required Duct Leakage from (On,out) FORMR405-2017 Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 CFM25(Out) 2 1 System 2 CFM25(Out) 3 System 3 CFM25(Out) 4 System 4 CFM25(Out) 5 1 System 5 CFM25(Out) Tested Sum lines 1-5 Total Divide by 1473 House Duct Total Conditioned Floor Area) System 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: DATE: 4/4/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(% g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 01T14 Srgr 4/412018 9:10 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant S Page 1 of 1 wrightsoft• Project Summary Entire House Energy Air, Inc 5401 Energy Air, Cl. Orlando, FL 32810 Phone: 407-886-3729 Email: PKnudsen®energyair.com Web: www.energyair com For: The Bimini, Cypress Homes 522 E 14th St, Sanford, FL 32771 Notes: Weather: Orlando Executive AP, FL, US Job: Date: Aprll 4th, 2018 By: Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Btuh Daily range L none) Relative humidity 50 Blower Moisture difference 44 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 15616 Btuh Structure 16038 Btuh Ducts 3449 Btuh Ducts 4106 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19066 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 20144 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2835 Btuh Ducts 1077 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area M 1454 1454 Equipment latent load 3912 Btuh Volume (ft3) 13523 13523 Air changes/hour 0.45 0.23 Equipment Total Load (Sen+Lat) 24056 Btuh Equiv. AVF (cfm) 101 52 Req. total capacity at 0.70 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model 25HBC53OA00300 Cond 25HBC53OA00300 AHRI ref 9154945 Coil FX4DNB031 L AHRI ref 9154945 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 19880 Btuh Heating output 28200 Btuh @ 47°F Latent cooling 8520 Btuh Temperature rise 29 OF Total cooling 28400 Btuh Actual air flow 875 cfm Actual air flow 875 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point= 35 OF Backup: Input = 7 kW, Output= 24157 Btuh, 100 AFUE Boldfitalrc values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 410-1 wril9ft--Ft-ft- 2018 -Apr -04 08 55:18 Right -Suite® Universal 2018 18.0.11 RSU02374 Page 1 s\The Bimini\The Bimini - 522 E 14th Street.rup Calc = MJ8 Front Door faces: S Manual S Compliance Report Job: wrightsoft• Date: Aprll 4th, 2018 Entire House By: Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886.3729 Email PKnudsen@energyair.com Web: www energyair.com Project• • For: The Bimini, Cypress Homes 522 E 14th St, Sanford, FL 32771 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 20144 Btuh Entering coil DB: 75.4°F Outdoor design WB: 75.9°F Latent gain: 3912 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 24056 Btuh Indoor RK 50% Estimated airflow: 875 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC530A00300+FX4DNB031 L Actual airflow: 875 cfm Sensible capacity: 20264 Btuh 101% of load Latent capacity: 6272 Btuh 1600/6 of load Total capacity: 26536 Btuh 110% of load SHR: 76% Design Conditions Outdoor design DB: 44.2°F Heat loss: 19066 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: 25HBC530A00300+FX4DNB031L Actual airflow: 875 cfm Output capacity: 27854 Btuh 146% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 875 cfm Output capacity: 7.1 kW 127% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Entering coil DB: 69.6°F Capacity balance: 35 OF Economic balance: -99 OF wrightsoft- 2018 -Apr -04 08:55:18 Right -Suite® Universal 2018 18.0.11 RSU02374 Page 1 s\The Bimini\The Bimini - 522 E 14th Street rup Calc = li Front Door faces: S Duct System Summary Job: wrightsoft• Date: April 4th, 2018 Entire House By: Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-888.3729 Email PKnudsen@energyair.com Web: www.energyair.com For: The Bimini, Cypress Homes 522 E 14th St, Sanford, FL 32771 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.165 / 0.115 in H2O 0.103 in/100ft 875 cfm 272 ft Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.165 / 0.115 in H2O 0.103 in/100ft 875 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Fig.Egv Ln (ft) Trunk bath 2 h 632 29 16 0.110 4.0 Ox 0 VIFx 24.6 125.0 st3 bedroom 3 C 2247 65 98 0.111 7.0 Ox 0 VIFx 22.7 125.0 st3 Wdroom2 h 4370 201 144 0.103 9.0 Ox 0 VIFx 29.6 130.0 st3 fam,kit,din C 2095 71 91 0.125 6.0 Ox 0 VIFx 16.3 115.0 stl fam,kit,dm-A c 2095 71 91 0.117 6.0 Ox 0 VIFx 20.9 120.0 stl fam,k0,dm-B c 2095 71 91 0.125 6.0 Ox 0 VIFx 16.8 115.0 stl fam,k0,din-C c 2095 71 91 0.117 6.0 Ox 0 VIFx 20.5 120.0 stl toyer h 1370 63 53 0.109 5.0 Ox 0 VIFx 26.3 125.0 st3 m, bedroom h 3314 152 114 0.107 8.0 Ox 0 VIFx 28.5 125.0 st2 mbath h 975 45 22 0.107 4.0 Ox 0 VIFx 29.0 125.0 st2 utility c 1376 32 60 0.223 5.0 Ox 0 VIFx 3.6 70.0 c c 51 1 2 0.109 4.0 Ox 0 VIFx 26.4 125.0 st2 wit c 65 1 3 0.108 4.0 Ox 0 VIFx 27.7 125.0 st2 Bold/lalic values have been manually overridden W rightsoft- 2018 -Apr -04 08 55.18 C. Right -Surae® Universal 2018 18.0.11 RSU02374 Page 1 AM ...s\The Bimini\The Bimini - 522 E 14th Street rup Calc = MJS Front Door faces: S Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk stl Peak AVF 286 364 0.117 463 12.0 0 x 0 VinlFlx st2 Peak AVF 199 141 0.107 451 9.0 0 x 0 VinlFlx st3 Peak AVF 358 310 0.103 455 12.0 0 x 0 VinlFlx Bold/lalic values have been manually overridden W rightsoft- 2018 -Apr -04 08 55.18 C. Right -Surae® Universal 2018 18.0.11 RSU02374 Page 1 AM ...s\The Bimini\The Bimini - 522 E 14th Street rup Calc = MJS Front Door faces: S Return Branch Detail Table I Return Trunk Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Type Name Size (in) Cfm) Cfm) ft) FR fpm) in) in) Opening (in) Matl Trunk rsb5 Ox 0 65 98 109.3 0.106 365 7.0 Ox 0 634 VIFx rt1 rsb2 Ox 0 201 144 112.0 0.103 454 9.0 Ox 0 VIFx rt1 rsb1 Ox 0 199 141 72.8 0.159 571 8.0 Ox 0 VIFx rt2 rb1 Ox 0 410 492 35.8 0.322 627 12.0 Ox 0 VIFx I rt2 I Return Trunk Detail Table wrightsoft- 2018 -Apr -04 08.55:18 Right -Suite® Universal 2018 18.0.11 RSU02374 Paget s%The Bimini%The Bimini - 522 E 14th Street.rup Calc - MJ8 Front Door faces: S Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Cfm) Cfm) FR fpm) in) in) Material Trunk rt1 Peak AVF 266 241 0.103 487 10.0 0 x 0 VinlFlx rt2 Peak AVF 609 634 0.159 593 14.0 0 x 0 VinlFlx wrightsoft- 2018 -Apr -04 08.55:18 Right -Suite® Universal 2018 18.0.11 RSU02374 Paget s%The Bimini%The Bimini - 522 E 14th Street.rup Calc - MJ8 Front Door faces: S LIJ erJoffi.0 Level 1 Job #: Performed for: The Bimini 522 E 14th St Sanford, FL 32771 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com PKnudsen@energyair.com Scale: 1/8" = 1'0" Page 1 Right -Suite® Universal 2018 18.0.11 RSU02374 2018 -Apr -04 08:57:41 e Bimini - 522 E 14th Street.rup RECORD COPY KGR _ Or 3939 Forrestal Am suite 700, Orlando, M. 32806 FCar_57J 407-898-2023 Kyle G Roe, J t Cr e G\ Un 1 IL1( O U C4 O Florida Department of Transportation Datum Elevation: 30.34' C .-. Florida Department of Transportation N Florida Permanent Reference Network (FPRN) District 5 f1 G.P.S. - Geodetic NTRIP Network Base I.D. - Sanford CCO Continuously Operating Reference Station (Cors) Station: SNFD en upd ro remabwp lrr.s Fsn o Qwnnnp n N T daennnod 117.00 feet, to a point on the South boundary line of Celery Avenue m Elevations are based upon North American Vertical Datum 1988) 0 c 125, of the Public Records of Seminole County, Florida; thence North U) 7: s * Q Site Benchmark Information - u) M BM Q#1 0) 0) 70) boundary, South 00'00'00" East, along said West right of way, 117.00 U) d)t3 Set Nail & Disk (LB 7623) in Edge of Pavement 0 .0 0) Elevation: 28_05' t C r (DNr BM # #2 05 Lose, MBry, FlOnda 32715 Md Set Nail d Disk (LB 7623) in Edge of Pavement ly Ed Elevation: 28_48' M Flood Description: C) 'C U MN O y6 r = EAsting Elevations (Typical) www.lema.gov. the property appears to be located in zone X. This Properly U 0) was found in City of Sanford• community number 120294, dated 0912812007. N C N Boundary & Plot Plan SurveyC a Legal Description: Parcel D 0 1 Y The East 15 feet of Lot 4 and Lot 5, Block 2, San Lanta, according to the 0 Plat thereof, recorded in Plat Book 3, Page(s) 80, of the Public Records of Seminole County, Florida, being more particularly described as Lot 13 I ILot14 _ I N M 1 Celery Avenue Addition I Celery Avenue Addition -06 I 3I Plat Book 1, Page 125 Plat Book 1, Page 125 v - Is9 JI 13.8' Alley (Unimproved) Set yr. Rear \,. \.y a f e Celery Avenue Addition, Plat Book 1, Pa 125 a cep •t.B 7623,. l lj o 2 'Do W I South Wundery line a Celery Avenue Addis Y 90. 00'00" E ' > onE e I 35.00 15 Itorr.00 eba Confer . rl SY1IISatWReber ' ' S I I I ( San Lanta East I' I Pa D od Gp Le 7623 I2WRSO Plat Book 3, Page 80 I 15' of ----- Lot 5 :I Block 2 t 0 Block o IfliIIZe, o erQ ap Remainder of0 o :: 2s c .00:::....... ?e ' Lot 4 Block 20 'e : V l v Lots 1.2 8 3 I c •: •::. :::. •: •:::::::.: ( I o Block 2 I o (Not Included0 RropOsed One Story Im N I 4 In this Legal k Concrete Block ; ; x o 00. (g As0= I I Description) L p I Residence 2 522 m• : m Q] FFE-29W T s. •I D S m i PiarC21 C v 813 (113• ABOve crown a Rued) :• m 5 IsiLn I 1 Grade 70: 8aW4ew. s ....... a.5a. 2' : g v it; d: ti• c ua a`• Q250— Posed oseFraI concrete 11110ax Comer m y V Fnd. W Reber I r c,, r 'k. • NO ldergerat on) set 3Re. 15.ar ,r; 60.00' 3500' 8 GNoMRightofwaylineofEast11t'• •• $ 90°00'00"W 75.0'asMN90°00'00" E 195.00' Point of•`.'=r•r•: fs &Copzee3oo Poi t Of, > r:.: proposed 5• Comm ncement Beginning Concrete •, ' ',,I W Come of Lot 1. Block 2 _ : ,. . BM+,. `• i rctmachma;. 132. Asphalt Road) t,,E dsWq Greds Ebvatgn \ =Proposed Grade, ElevationPlatted As 14th Street Known As: East 14th Street Revised FFE 05!013118 *Plot Plan Revision: 04104118 Moved House 04118118 'Plot Plan' 04103118 Moved House. 04117118 'Los Split Date: 3114119 Plot Plan Revision, 04105118 •Topo Date 319/18 60'Right-of-Way) Greohic Scale SB • Set BN9u, a shown boson ara from the la epsofie ods plan as provided by the Chem Scale. 1-301 Fiero Date. 378118 Date Completed 412118Notes• Drawn BY' ATA Fee Number. IS45809PP Commence at the Southwest comer of Lot 1, Block 2, said San Lanta, lioeyet"onssnm.o.vsn.ras.m.oruer n•r.yr T--Ca,.arae e..raygwhr.,tiera.e,obanswe a b1 > d b r M. anis,ansrst..rRa,r.n®rsrsanawurrnsrsrr A Men1 Fbs 6.•.r thence run North 90'00'00" East• along the North boundary line of East rrkAA .CwoO Blotl, CM Cp,as. •l—ent d 14th Street, 195.00 feet, to the Point of Beginning. n Thence departing said North boundary line run North 00.00'00" West, en upd ro remabwp lrr.s Fsn o QwnnnpnN T daennnod 117.00 feet, to a point on the South boundary line of Celery Avenue o°E : . PERM : PerPOe" r r i tlsrreree Addition, according to the Plat thereof, recorded in Plat Book 1, Page(s) 125, of the Public Records of Seminole County, Florida; thence North L 90.00'00" East, along said South boundary, 75.00 feet, to a point on the R • Red- FFE . FYiree floor E aYa, R•e • RWUI West right of way line of Pine Avenue; thence departing said South boundary, South 00'00'00" East, along said West right of way, 117.00 1 feet, to a point on the North right of way line of East 14th Street; thence a fi departing said West right of way, South 90'00'00" West, along said North right of way, 75.00 feet, to the Point of Beginning. r r W Lose, MBry, FlOnda 32715 J Containing 8,775.00 Sq. Ft. or 0.201 Acres s. 1 e • 11.410 (control Ara) to a Ae Summro i sDessCnm ,ar a averp •esvms Flood Description: By performing a search with the local governing municipality or www.lema.gov. the property appears to be located in zone X. This Properly was found in City of Sanford• community number 120294, dated 0912812007. Lot 13 I ILot14 _ I N M 1 Celery Avenue Addition I Celery Avenue Addition -06 I 3I Plat Book 1, Page 125 Plat Book 1, Page 125 v - Is9 JI 13.8' Alley (Unimproved) Set yr. Rear \,. \.y a f e Celery Avenue Addition, Plat Book 1, Pa 125 a cep •t.B 7623,. l l j o 2 'Do W I South Wundery line a Celery Avenue Addis Y 90. 00'00" E ' > onE e I 35.00 15 Itorr.00 eba Confer . rl SY1IISatWReber ' ' S I I I ( San Lanta East I' I Pa D od Gp Le 7623 I2WRSO Plat Book 3, Page 80 I 15' of ----- Lot 5 :I Block 2 t 0 Block o IfliIIZe, o erQ ap Remainder of0 o :: 2s c .00:::....... ?e ' Lot 4 Block 20 'e : V l v Lots 1.2 8 3 I c •: •::. :::. •: •:::::::.: ( I o Block 2 I o (Not Included0 RropOsed One Story Im N I 4 In this Legal k Concrete Block ; ; x o 00. (g As0= I I Description) L p I Residence 2 522 m• : m Q] FFE-29W T s. •I D S m i PiarC21 C v 813 (113• ABOve crown a Rued) :• m 5 IsiLn I 1 Grade 70: 8aW4ew. s ....... a.5a. 2' : g v it; d: ti• c ua a`• Q250— Posed oseFraI concrete 11110ax Comer m y V Fnd. W Reber I r c,, r 'k. • NO ldergerat on) set 3Re. 15.ar ,r; 60.00' 3500' 8 GNoMRightofwaylineofEast11t'• •• $ 90°00'00"W 75.0'asMN90°00'00" E 195.00' Point of•`.'=r•r•: fs &Copzee3oo Poi t Of, > r:.: proposed 5• Comm ncement Beginning Concrete •, ' ',,I W Come of Lot 1. Block 2 _ : ,. . BM+,. `• i rctmachma;. 132. Asphalt Road) t,,E dsWq Greds Ebvatgn \ =Proposed Grade, ElevationPlatted As 14th Street Known As: East 14th Street Revised FFE 05!013118 *Plot Plan Revision: 04104118 Moved House 04118118 'Plot Plan' 04103118 Moved House. 04117118 'Los Split Date: 3114119 Plot Plan Revision, 04105118 •Topo Date 319/18 60'Right-of-Way) Greohic Scale SB • Set BN9u, a shown boson ara from the la epsofie ods plan as provided by the Chem Scale. 1-301 Fiero Date. 378118 Date Completed 412118Notes• Drawn BY' ATA Fee Number. IS45809PP nv.Y B•se0 upanw Lptl Dow,pba, Suppose by Chant Aoutery iOum naw noT been R•r•ra,•e fn G•p•, Sugse ro aro Ens here endo Rpbaopn p Rapeg.er,rlp an• •Iewn neNer n Ao,n,M pW ti•MO Ypp, the UM lioeyet"onssnm.o.vsn.ras.m.oruer n•r.yr T--Ca,.arae e..raygwhr.,tiera.e,obanswe a b1 > d b r M. anis,ansrst..rRa,r.n®rsrsanawurrnsrsrr A Men1 Fbs 6.•.r apeud• C Pc . Paa a GmN• Pp' rrkAA .CwoO Blotl, CM Cp,as. •l—ent d DM10[sd MM.B• aadnp ne f1Or to b p+aperbPOB: HPo"'• a 6ps"'iwqCols • Carvm P O L . Point -Line, On''rr r•n en upd ro remabwp lrr.s Fsn o Qwnnnpn N T daennnod av'o<'" 7 roefluo°E : . PERM : PerPOe" r r i tlsrreree R^a OraNsr s, timap o rid U:b: • sVa Fop«. have NOTbeenIsat•a UNLESSE. FEMA . i Emrpsray Pi .Pars •1 T•rpreyaWea.surs /arv.T ai,erwe r,aM SsPae T•nb •Mbr paridelD ioubms W q,pa,un•b aid MUST Patrick K. Irol •.q 7 LB 7823 nis s,.,.,, 1. d pewR • Red- FFE . FYiree floor E aYa, R•e • RWUI M veMN q sppop.ro Ua1%location Campari•• I7r• d Tb Sway rix Purpose• aria Nen Ilta,bd, wAli,oa VAID old FdaapCl)daDl d/ aS raJ l' T® W pls an9l'"• 9 pr® iy7r P"' : h -peeFouno R.1Ce : CCIP LaaN wa Ra . Roahe Ser. ILelt rid wlNaaWrittentothepM1NUbeelN• Henson, Wrsry ro tin SBuenMMab aanrp l4rem ew ba anvU= W. Sol • s. x wba aLa763R° ' Nw ANT Roo or ro ARyune other than Noe• Canoed n sMwn Meson rl Gaon M • CourfaaY. end FUWNN /0°i0µr Typ ypW ORB :OBsI Rsprd• soak uE • Woy Ea•smsw npmrMMgn Apaar by F.E M A its Da•munmph mry be sda7•d q Food Frmu eMb aver ,aameomh NEm1ER know Lose, MBry, FlOnda 32715 p .flu WY . vwnr Mil. P e ph. Book W NOR even ro n.• Shavquhp c•Npero ash>,» sbrM a dhn ErMarp www 1RlandsulVeyliV mme • 11.410 (control Ara) to a Ae Summro i sDe ssCnm ,ar a averp •esvms Office -407.678 3366 Fax -407.320.8165 RECORD COPY Bimini Model - 522 E. 14th Street, 32771 Residential Electrical Load Calculator for Main Service Reset Step #1 - General Electrical Load Requirements 12 Indoor Sq. Ft. Area of the Home 1473 5736 Small Appliance Circuits 2_0 1500VA Ea. Laundry Circuit 1_B 1500VA Ea. Sec. #1 Sub -Total = 10236 r6pdaCe Step #2 - Appliance & Motor Loads VA Aa - Ji Dryer 5000 B Source Heating Uni ? , Oven 180o.0 Air Conditioning and Heating Unit _6000.0 Cooktop Stove or Range 0-- 0 OR Z Water Heater. 4500 B69M. h Heat Pump o ® v01NG ci So,: 00) is washer soo B Disposal `soo B Other Additional Appliance(s) o _ Sec. #2 Sub -Total = 12600 rUpdate First 10,000 VA @ 100% = l0000 Adjustment 40% of Remainder = 1120 0 Step #3 - Heating & Air Conditioning VA TJ Single Source Heating Uni ? , OR Air Conditioning and Heating Unit _6000.0 OR Heat Pump - No Supplemental Heat C6-- OR Continuous Electric Thermal Storage o ® Heating Unit with Supplemental Heat Source OR Heat Pump o ® Sup. Elect Heat OR Central Elect.Heat _o _ _B OR Space Heaters VA 0 : t How Many Space Heaters LOA Sec. #3 Sub -Total = 6000 Update Step #4 - Perform the Calculations U Calculate Calculated Total VA Load = 30156 Calculated Total Amps Load = 126 RECORD COPY Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: Bimini - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Cypress Home Buillders Project Name: Bimini Model: Bimini Tampa, FL 33610-4115 Lot/Block: Subdivision: Address: 522 E. 14th Street 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 8.2 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 17 individual, dated 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. INo. Seal# Truss Name Date No. 112 Seal# JTruss Name Date 1 T13632212 CJ1 3/29/18 IT13632223 IT07 3/29/18 2 T13632213 CJ3 13/29/18 113 I T13632224 I T08 3/29/18 13 I T13632214 1 CJ5 13/29/18 14_ I T13632225 I T09 13/29/18 1 4 IT13632215 IER 3/29/18 115 IT13632226 IT10 3/29/18 5 IT13632216 JHJ7 3/29/18 116 1 T13632227 1 T11 3/29/18 6 IT13632217 IT01 3/29/18 Ll7 1 T13632228 1 T12 3/29/18 7 8 9 110 11 IT13632218 IT13632219 IT13632220 I T13632221 I T13632222 IT02 IT03 IT04 I T05 I T06 3/29/18 3/29/18 13/29/18 13/29/18 13/29/18 J 1 8- 1 69.2 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 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 ANSIrrPI 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 fele 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 ANSIIrPI 1, Chapter 2. ft111111/III, iERP. P •' GE N S No 22839 IQ90:• STATE OF : 40RI -N L E .` N A 1111111/tt Walter P. Rim PE No.22839 MiTek Usk Inc. R Can 6634 6904 Parke East Blvd. Tampa R 33610 Date: March 29,2018 Finn, Walter 1 of I Job Truss Truss Type City Ply BIMINI Cil Jack -Open 6 1 713632212 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 Job Referen (optional) Builders Firstsource, r amps, nam city, rtonda xs b 8.210 s Feb 12 2018 MITek Industries, Inc. Thu Mar 29 0937:56 2018 Page 1 ID pMdwcac8k4naaW0YJ0ek9rzW80k-6zGnygE Mk6br8AbyOVFICNIoZdlr7)D IslgVzW6gv 1-0-0 1_" 20 = ST1.5x8 STP = Scale - 1:6.5 NOTES- (6) 1) Wind, ASCE 7-10; Vuft=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Ops1: h-15ft: Cat. If. Exp C: Encl., GCpi=0.18: MWFRS (envelope) and C -C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=160 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 20.0psf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0.0 wide will rd 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. 6) "This manufactured product is designed as an individual building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE Nb22639 MiTek USA. Inc. FL Cert 6634 6904 Parke EM Blvd. Tempa FL 33610 DO: March 29,2018 0 WARNING - VMIy dWgn pme"I a and READ NOTES ON TNS AND INCLUDED WyEK REFERENCE PAGE 11111114473 rev. I&M015 BEFORE USE. 1.0.0 Plate Offsets (X.Y)- 12:0.1-14.0.4101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.01 Vert(CT) -0.00 2 >999 180 Tampa, FL 36010 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/e BCDL 10.0 Code FBC2017/rP12014 Matrix -P Weight. 5 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-D-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing REACTIONS. (Ib/size) 3=8/Mechanical, 2=125/0.8-0, 4=9/Mechanical Max Horz 2-30(LC 8) Max Uplift 3=8(LC 1), 2=69(LC 8) Max Grav 3=15(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind, ASCE 7-10; Vuft=140mph (3 -second gust) Vasd=108mph; TCDL=4.2pst; BCDL=3.Ops1: h-15ft: Cat. If. Exp C: Encl., GCpi=0.18: MWFRS (envelope) and C -C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=160 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 20.0psf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0.0 wide will rd 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. 6) "This manufactured product is designed as an individual building component The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE Nb22639 MiTek USA. Inc. FL Cert 6634 6904 Parke EM Blvd. Tempa FL 33610 DO: March 29,2018 0 WARNING - VMIy dWgn pme"I a and READ NOTES ON TNS AND INCLUDED WyEK REFERENCE PAGE 11111114473 rev. I&M015 BEFORE USE. Design valid for use only with Weida connectors. This design Is based only upon parameters shown, and Is for an individual building component, not truss system Belo ra use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design eratlng Indicated is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing MiTek- la atwsys raeulrad for stability and to prevent C014pso with possible personal injury Intl property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, 03849 and SCSI Building Component Safety IMomration available from Truss Plate Inslbute. 216 N Lee Street. Sults 312. Alexandria. VA 22314. 6904 Parke East BIW Tampa, FL 36010 Job Truss Truss Type Oty Py building design. Bracing Indicated Is to prevent buckling of individual truss web and/or pard members only Additional temporary and permanent bracing Welk' LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in 713632213 BIMINI CJ3 Jack -Open 6 1 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2.4 >999 180 Job Reference(optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8 210 s Feb 12 2018 MTek Industries, Inc Thu May 29 09:37:56 2018 Page 1 ID:pMdwcac8k4naVYOYJOck9rzWBOk-6zGnygE Mk6br8AbyOVFicNIBZc_r7?D IslgVzV%gv 1-0-0 3-0-0 20 = Scale = 1.10.8 NOTES- (6) 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vesd=108mph, TCDL=4.2ps1; BCDL=3.Opsf; h=15f1; Cat. II; Exp C; Encl., GCpi=O 18; MWFRS (envelope) and C -C Exterior(2) -1-D-0 to 2-0.0, Intenor(1) 2-0.0 to 2-11-4 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 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 Ib uplift at joints) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22A39 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 37610 Date: March 29,2018 0 WARNING - Vairy design paramorora and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1F7473 ra . IWM015 BEFORE USE T1.5xe STP 3-0-0 Plate Offsets (X.Y)— 12:0.1-14.0.0.101 building design. Bracing Indicated Is to prevent buckling of individual truss web and/or pard members only Additional temporary and permanent bracing Welk' LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 013 Vert(LL) -0.00 2.4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2.4 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -P Weight: 11 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=52/Mechanicel, 2=187/0.8-0, 4=26/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=42(LC 12), 2=72(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vesd=108mph, TCDL=4.2ps1; BCDL=3.Opsf; h=15f1; Cat. II; Exp C; Encl., GCpi=O 18; MWFRS (envelope) and C -C Exterior(2) -1-D-0 to 2-0.0, Intenor(1) 2-0.0 to 2-11-4 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 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 Ib uplift at joints) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22A39 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 37610 Date: March 29,2018 0 WARNING - Vairy design paramorora and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1F7473 ra . IWM015 BEFORE USE Design valid for use only with MIT00 connectors This design Is based only upon parameters shown, and Is for an individual building component, not a truss system Before use, the building designer must verify the appbcababy of design parameters end propend incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or pard members only Additional temporary and permanent bracing Welk' allays required for stability and to prevent obaapse with possible personal injury and propend damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and cuss systems, see ANSVTPII Quality Criteria, DSB49 and BCS. Building Component 0904 Parke East BM. Safety Information available hum Truss Plate Institute. 210 N. Lee Street. Suite 312, Alexandria. VA 22314 Tampa, FL 38010 Job Truss Truss Type Oty Py BIMINI C.155 Jack -Open 6 1 713632214 loc) Well Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 042 Job Reference (optional) Sunders rtrstaource, Tampa, Plant City, Florida 33566 8 210 If Feb 12 2018 MiTek Industries, Inc Thu Mar 29 09:37.57 2018 Page 1 ID,pMd-0k4naVYOYJOck9rzMOk-aAg9AOFc71ESSlknW50UFgwOKyvKaaFMDPcrMyzVftu 1 0 0 5.0.0 t 20 = STI 5xe STP = Scale - 1:15.8 NOTES- (6) 1) Wind: ASCE 7-10, Vuh=140mph (3 -second gust) Vesd-108mph, TCDL-4.2psf; BCDL=3.Opsf, h=15ft: Cat. Il, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) -1-0-0 to 2-0.0. Interior(1) 2-0.0 to 4.11-4 zone;C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will rd 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 Ib uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE 0111319 MITek USA, Inc. FL Cat OU 6904 Parlut East Blvd. Tampa FL 31610 Date: March 29,2018 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE NO -7473 rev. I&MOIS BEFORE USE. 5.0.0 Plate Offsets (X.Y)- 12:0-1-14.0.4101 building design. Bracing Indicated Is to prevent bucUing of IndWidual truss web andfor chord members only. Addrtronal temporary and permanent bracing Welk'' LOADING (psf) SPACING- 2-40 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 042 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -005 24 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 Na n1a BCDL 10.0 Code FBC2017frP12014 Matrix -P Weight: 17 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing direly applied or 5.0-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.40 oc bracing REACTIONS. (Ib/size) 3=114/Mechanical, 2=253/0.8-0, 4=46/Mechanical Max Horz 2-91(LC 12) Max Uplift 3=81(1-C 12). 2=75(LC 8) Max Grav 3=114(LC 1).2=253(LC 1).4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10, Vuh=140mph (3 -second gust) Vesd-108mph, TCDL-4.2psf; BCDL=3.Opsf, h=15ft: Cat. Il, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) -1-0-0 to 2-0.0. Interior(1) 2-0.0 to 4.11-4 zone;C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will rd 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 Ib uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE 0111319 MITek USA, Inc. FL Cat OU 6904 Parlut East Blvd. Tampa FL 31610 Date: March 29,2018 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE NO -7473 rev. I&MOIS BEFORE USE. Design valid for use only whh MiTek* connector:. This design b based only upon parameters shown. and Is for an individual building component. not a buss system. Before use. the building designer must verify the applkablldy of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent bucUing of IndWidual truss web andfor chord members only. Addrtronal temporary and permanent bracing Welk'' b always required for stable ty and to prevem collapse w4h possible personal Injury and property damage For general guidance regarding the fabldudaon, storage, delivery, erection and bracing of trusses and Ins systems. see ANSVTP11 Quality Criteria, D3049 and BCS. Building Compound Softly Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 27!14. Parke0904 Parke East BIWEast Tampa. 36810 Job Truss Thus Type City Py TC 0.61 Vert(LL) 0.09 TCDL 7.0 Lumber DOL 1.25 BC 0.48 713632215lJobBIMINIEJ7Jack -Open 24 1 fabrication. storage, delivery. erection and bracing of trusses and truss systems. see ANSVTPII Quality, Criteria, D3849 and SCSI Building Component Metrix -SH 6004 Pains East BIW. LUMBER- BRACING - Reference (optional) Builders FirstSource, Tampa, ori Plant City, Florida 33566 8 210 s Feb 12 2018 MITek Industries, Inc. Thu Mar 29 09 37.58 2018 Page 1 ID.pMdwcac8k4naW OYJOck9rzW80k•2MOYNMGEuLMJ4SJz4oYjnl SW4MC7J1 V WR3LOuOzW6gl F •1.0-0 l 7.0.0 I 1-0 0 7-0.0 30 = ST1.Sxe STP = LOADING (psp SPACING- 2-0.0 CSI. DEFL. in TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.09 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.18 BCLL 0.0 ' Rep Stress Inv YES MiTek' WB 0.00 Horz(CT) -0.00 BCDL 10.0 Code FBC2017rrP12014 fabrication. storage, delivery. erection and bracing of trusses and truss systems. see ANSVTPII Quality, Criteria, D3849 and SCSI Building Component Metrix -SH 6004 Pains East BIW. LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD REACTIONS. (Ib/size) 3=159/Mechanical, 2=324/0-841, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=102(LC 12), 2=85(LC 12) Max Grev 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Mex. Ten. - All forces 250 (lb) or less except when shown loc) Udell Ud I PLATES GRIP 24 >850 240 MT20 244/190 2.4 >431 180 3 n/a n/a Scale =1:19.8 Weight: 23 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid telling directly applied or 10.0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; VuR=140mph (3 -second gust) Vasd=108mph: TCDL=4.2psf, BCDL=3.Opsf: h=15tt. Cat II; Exp C, Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2.0.0 to 6-11-4 zone,C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2 except (jt=1b) 3=102. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 Mi7ek USA, Inc. FL Cut UU 6904 Parka East Blvd. Tampa FL 33610 Date: March 29,2018 0 WARNING • Verify design panmeras end READ NOTES ON TNS AND INCLUDED WTEK REFERENCE PAGE MIA7473 rev. 1000302015 BEFORE USE. Design valid for use only with MlTekm connectors This design Is based only upon parameters shown, and is for an individual building component, not e truss system. Before use. the building designer must vent' the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss wet) and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stebibry, and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and truss systems. see ANSVTPII Quality, Criteria, D3849 and SCSI Building Component 6004 Pains East BIW. Safety Information available from TMs Ptete Institute. 215 N. Lee Street, Suite 312, Alexandria. VA 22314 Tempa, FL 36810 Job Truss Truss Type City Py CSI. DEFL. In (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 6-7 >999 240 713632216 BIMINI HJ7 Diagonal Hip Girder 3 1 WB 0.33 Horc(CT) 0.01 5 We nfa BCDL 10.0 Code FBC2017ITPI2014 Matrix -SH Job Reference (optional nulwers I-irsibource, I amps, dant city. I-ionoa 33bw 8 210 s Feb 12 2018 MiTek Industries, Inc Thu Mar 29 09 37.58 2018 Page 1 ID pMdwcac8k4naW0YJOck9rzW8ok•2MOYNMGEuLMJ4SJz4oYtnlSZbMCOJyHWR3LOuOzV49t 1.5-0 5.2.9 9-10.1 1-5-0 5.2-9 4.7.8 Scale - 1:20.6 zxe n 244 = 2x4 = 5 3X4 = I 5-2-9 1 9.10.1 5-2-9 4-7-8 I Plate Offsets (X.Y)•- 12:Edoe.0-0-61 Design valid for use only with MRekm connectors This design Is based only upon parameters shown. and is for an Individual building component. not LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.46 Vert(CT) -0.07 6-7 >999 180 B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the BCLL 0.0 ' Rep Stress Ina NO WB 0.33 Horc(CT) 0.01 5 We nfa BCDL 10.0 Code FBC2017ITPI2014 Matrix -SH Weight, 41 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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=124/Mechanical, 2=445/0-10-15, 5=290/Mechanical Max Harz 2=131(LC 22) Max Uplift 4=87(LC 4), 2=145(LC 4), 5=82(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=761/214 BOT CHORD 2-7=-2711'701, 6.7=-271!701 WEBS 3-7=0/262.3-6-7451288 NOTES- (8) 1) Wind: ASCE 7-10: Vuft=140mph (3 -second gust) Vasd=108mph; TCDL=4.2psF BCDL=3 Opsf; h=15ft; Cat. II; Exp C. Encl. GCpi=O 18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL -1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 3) ' 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. 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 Ib uplift at joint(s) 4, 5 except 01=1b) 2=145. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 Ib down and 85 Ib up at 14-15, 68 Ib down and 85 Ib up at 1.4-15, 25 Ib down and 38 lb up at 4-2-15, 25 Ib down and 38 Ib up at 4-2-15, and 50 Ib down and 87 Ib up at 7-414, and 50 Ib down and 87 Ib up at 7-0-14 on top chord, and 1 Ib down at 1-4-15, 1 Ib down at 1.4-15. 18 Ib This item has been down at 4-2-15, 18 Ib down at 4-2-15, and 38 Ib down at 7.414, and 38 Ib down at 7-414 on bottom chord. The design/selection electronically signed and of such connection device(s) is the responsibility of others. sealed by Finn, Walter, PE 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). This using a Digital Signature. 8) manufactured product is designed as an individual building component The suitability and use of this component for any Printed copies of thisparticularbuildingistheresponsibilityofthebuildingdesignerperANSITPI1asreferencedbythebuildingcode." document are not considered LOAD CASE(S) Standard signed and sealed and the 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase -1.25 signature must be verified Uniform Loads (pIQ on any electronic copies. Vert: 1.4=-54, 2-5=20 Walter P. Finn PE NoIX19ConcentratedLoads (lb) MiTek USA, Inc. FL CoA 6634Vert: 8=44(F=22, B=22) 10=75(F=-38, B=38) 13=36(F=18, 8=18) 6904 Puke East Blvd. Tampa FL 33619 Date: March 29,2018 0 WARNING • Verify dWgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 4110,717.1 rev. 100=015 BEFORE USE. Design valid for use only with MRekm 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 musl verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web andfor chord members only. Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria. 03849 and SCSI Budding Component 8004 Parke East Bald. Safety Information avellabie from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandds. VA 22314. Tampa. FL 36810 Job Truss Truss Type Oty ply in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 713632217 BIMINI T01 Hip Girder 1 Vert(CT) 0.90 16-17 >526 180 BCLL 0.0 ' Rep Stress Inor NO WB 0.63 Horz(CT) Job Reference (optional) Builders FirstSource, Tempe, Plant City, Florida 33566 8 210 s Feb 12 2018 MiTek Industries, Inc Thu Mar 29 09:38 03 2018 Page 1 ID:pMdwcec8k4naW0YJOck9rzW80k-PJB004JNp bADCxsM7uU591NNpe__BvFbL39ZbzWGgo 0 3.9.14 7-0.0 12.3 7 175 2 22-6-14 27-0-9 33-0-0 36.2-2 40-0-0 1-0 0 3-9.14 3.2.2 5.3-7 5.1.11 5-1.11 51.11 5.3.7 3-2-2 3-9.14 Scale - 1:72 7 5.00 F12 5x8 5x8 = 2x4 II 3x8 =3x8 = 2x4 II 5x8 = 4 21 22 5 23 24 a 25 26 7 827 28 299 30 31 10 d ST1.5x8 STP = 4x8 = 20 32 33 19 18 34 35 17 36 37 38 16 39 40 41 15 42 43 14 5x8 - 8x8 = 5x8 - 20 II 7x10 = 4x6 20 11 3 ST1.5x8 STP = 4x8 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.48 16.17 >985 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 084 Vert(CT) 0.90 16-17 >526 180 BCLL 0.0 ' Rep Stress Inor NO WB 0.63 Horz(CT) 0.14 12 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -SH Weight, 463 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2'Except* BOT CHORD Rigid ceiling directly applied or 9.4-6 oc bracing 1579: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2-2939/0-8-0.12=2971/0.8-0 Max Horc 2=46(1-C 13) Max Uplift 2-951 (LC 4), 12=986(LC 5) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=6601/2138, 3.4=6594/2163, 4.5=6181/2048, 5-6=10436/3511, 6.8=10436/3511, 8-9=-9085/3085, 9-10=9085/3085, 10-11=6706/2261, 11-12=670212229 BOT CHORD 2-20=1901/5980, 18-20=2977/9136, 17-18=-2977/9136, 16.17=-3491/10599, 15-16=3491110599,14-15-2021/6206.12-14-1994/6070 WEBS 320=141/274, 4-20=584/2088, 5.20=3424/1180, 518=0/469, 517=506/1529, 6.17=518/324, 8-16=0/500. 8.15=-1762/572, 9.15=558/352, 10-15=1114/3307, 10-14=54/601, 11-14=145/293 NOTES- (10) 1) 2 -ply truss to be connected together with 1 O (0.131"x3") nails as follows: Top chords connected as follows 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 oc. Webs connected as follows: 2x4 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; VuR=140mph (3 -second gust) Vesd=108mph: TCDL=4.2psf; BCDL=3.Opsf; h-15ft, Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL -1 60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads 7) • This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fid between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (1t=1b) 2--951,12--986. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTak USA, Inc. FL GA 9631 6904 Parka East Blvd. Tampa FL 33410 Date: March 29,2018 0 WARHONG • Vadry design paramelars and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE 01411.7473 rur. 11e0=015 BEFORE USE. Design valid for use only with Wattle connectors. This design b Wed only upon parameters shown, and Is for an Individual building component. not a truss system Before use, the building designer must vett the applicability of design parameters and propene Incorporate In* design into the overact building design. Bracing Indicated is to prevent bucking of individual truss web andror chord members only Additional temporary and permanent bracing MOW shvays required for stability and to prevent collapse whh possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and brawg of trusses and truss systems, see AN31rrP11 Quality Criteria, D3849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street. Sun* 312. Alexandria, VA 22314. Tampa, FL 35610 Job Truss Thus Type Oty Ply a truss system Before use, the building designer must verity the appkcebsdy of design parameters d property incorporate this design Into the overall Ti BIMINI Tot Hip Girder 1 fabrication, storage. delivery, election and bating of trusses and truss Systems. see ANSVTPI11 Quality Criteria, 03649 and SCSI Building Component 0904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Sidle 312. Alexandria. VA 22314 ob Reference (optional) ounoers rirstaource, i ampa, riani ury, I-ionoa jsobo 8.210 s Feb 12 2018 MITek Industries, Inc Thu Mar 29 09.38 03 2018 Page 2 NOTES. (10) ID'pMdwcao8k4naVYOYJOck9rzW80k-PJB004JNj1 bADCxsM7uU591NNpe SvFbL39ZbzW6go 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 Ib down and 107 Ib up at 7-0.0, 105 Ib down and 107 Ib up at 9-0-12.105 Ib down and 107 Ib up at 11-0-12, 105 Ib down and 107 Ib up at 13.0.12, 105 Ib down and 107 Ib up at 15-D-12, 105 Ib down and 107 Ib up at 17.0-12, 105 Ib down and 1071b up et 19-0-12,105 Ib down and 107 Ib up at 20-11-4,105 Ib down and 107 Ib up at 22-11-4, 105 Ib down and 107 Ib up at 24-11-4,105 Ib down and 107 Ib up at 26-11.4, 105 Ib down and 107 Ib up at 28.11-4, and 105 Ib down and 107 Ib up at 30.11-4, and 200 Ib down and 202 Ib up at 330.0 on top chord, and 320 lb down and 109 Ib up at 7.0-0, 81 Ib down at 9.412, 81 Ib down at 11-0.12, 81 Ib down at 130-12, 81 Ib down at 15-0.12, 61 Ib down at 17-0-12, 81 Ib down at 19-0-12, 81 Ib down at 2411-4, 81 Ib down at 22-11-4, 81 Ib down at 24-11-4, 81 Ib down at 26.11-4, 81 Ib down at 28-11-4, and 81 lb down at 3411-4, and 320 Ib down and 1091b up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase -1.25. Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54.4-10=-54,10-13=54.2-12-20 Concentrated Loads (lb) Vert: 4=105(8) 7=-105(8) 10=-153(B) 20=-320(8) 14=320(B) 21=105(8) 22=105(B) 23--105(8) 24=105(8) 25=-105(8) 26=105(8) 27=105(B) 28=105(13) 29=-105(8) 30=-105(8) 31=-105(8) 32=-58(B) 33=58(8) 34=58(B) 35=-58(B) 36--58(B) 37=58(B) 38=58(B) 39=58(B) 40=58(B) 41=-58(B) 42=58(8) 43=-58(8) Q WARNING- Varlry dtolgn parameters end READ NOTES ON THIS AND INCLUDED 1111TEX REFERENCE PAGE 11017473 rev. IM3R015 BEFORE USE. Design valid for use only with MTeI4l, connectors. This design IS based only upon parameters shown, and Is for an Individual budding component. not a truss system Before use, the building designer must verity the appkcebsdy of design parameters d property incorporate this design Into the overall budding design. Bracing Indicated Is to prevent bucldkV of Individual truss web endfor tlrord members only. Additional temporary and permanent bracmp WOWis *hays mqulrW for stability and to prevem COUPS* with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, election and bating of trusses and truss Systems. see ANSVTPI11 Quality Criteria, 03649 and SCSI Building Component 0904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Sidle 312. Alexandria. VA 22314 Tampa, FL 38010 Job Truss Truss Type Qty Ply 1 25 BCLL 0.0 ' Rep Stress Inv 9 1a 19 LUMBER - MT20HS 713632218 BIMINI T02 Hip 1 1 13-16: 20 SP No.2 Weight: 192 Ib ti Safety Information available from Titus Plate Institute. 218 N. Lee Street. Sun* 312, Alexandria, VA 22314. BRACING - Tampa, FL 38610 Job Reference(optionall, Builders FirstSource, Tampa, Plant City, Florida 33566 8.210 a Feb 12 2018 MiTek Industries, Inc Thu Mer 29 09:38.04 2018 Page 1 I D. pMdwcac8k4na W OYJQck9rzWBOk4 W IpeQK7UB7SoNn7Q3e71 IiSvn8GjZAOg7oj62z W 6gn 5 8.71 9-0-0 16-4-9 23.7.7 31-M i 3-5 40-0-0 t 58.71 3-3.5 7-4-9 7.2.13 7.4.9 3 3 5 5-0 11 s 1 ST1.5x8 STP = 5.00 12 5x6 - 5xe = 3x8 = 2x4 II 4 20 5 6 7 21 5xe = 20 2-0.0 TCLL 20.0 Plate Grip DOL 2x4 i 3 1 25 BCLL 0.0 ' Rep Stress Inv 9 1a 19 LUMBER - MT20HS 22 WB 076 6-8: 2x4 SP M 31 is always raqutred for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 23 2 13-16: 20 SP No.2 Weight: 192 Ib ti 17 18 3x8 = 5x8 = 3x8 MT20HS = 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 Inv YES BCDL 10.0 Code FBC2017lrP12014 LUMBER - MT20HS TOP CHORD 20 SP No.2 *Except* WB 076 6-8: 2x4 SP M 31 is always raqutred for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the BOT CHORD 2x4 SP No.1 'Except' Matrix -SH 13-16: 20 SP No.2 Weight: 192 Ib WEBS 20 SP No.3 Safety Information available from Titus Plate Institute. 218 N. Lee Street. Sun* 312, Alexandria, VA 22314. REACTIONS. (Ib/size) 2=1527/0-8-0, 10=1527/0-8-0 Max Horz 2=58(LC 12) Max Uplift 2=423(LC 8), 10=423(LC 9) 15 14 13 12 2x4 II 5xe = 4x8 = 3x4 = Scale = 1:72.7 11 ST1.5x8 STP = 34 = CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.97 Vert(LL) -036 14-15 >999 240 MT20 244/190 BC 0.95 Vert(CT) -0.71 14-15 >667 180 MT20HS 187/143 WB 076 HOrz(CT) 0.19 10 We n/a is always raqutred for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Matrix -SH fabrication, storage, delivery. erection and bracing of trusses and truss systerns. sea ANSVTPI7 Quality Criteria, DSO -89 and BC31 Building Component Weight: 192 Ib FT = 20% Safety Information available from Titus Plate Institute. 218 N. Lee Street. Sun* 312, Alexandria, VA 22314. BRACING - Tampa, FL 38610 TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3084/1540, 3.4-2888/1425, 4-5=2665/1365, 5.7=3714/1842. 7-8=3714/1842, 8-9-2886/1425.9-110=3085/15411 BOT CHORD 2-17--132612774, i5 -17=1624/37i2,14-15-1624/3712,12-14=-1137/2641, 10.12-1328/2776 WEBS 4-17-332/823, 5-17=1266/593, 5-15=0/275, 7-14-416/320, 8-14-604/1292, 8-12=-85/370 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, VuR=140mph (3 -second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15R; Cat. II; Exp C; Encl., GCpi=O 18, MWFRS (envelope) and C -C Exterior(2) -1-0-0 to 3-0.0. Interior(1) 3-0.0 to 9-0-0. Exterior(2) 9-0-0 to 36-7-14, Interior(1) 36.7-14 to 41-0-0 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will rd between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=423,10=423- 8) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Con 6671 6901 Padte East Blvd. Tampa FL 33610 Date: March 29,2018 0 WARNING • Vwfyy deslgn parameters and READ NOTES ON TF6S AND INCLUDED MITEK REFERENCE PAGE NO -7473 rev. 1000302015 BEFORE USE. Design valid for use only vndi MITettm connectors. This design is based only upon parameters shown, arid Is for an IndHkual building component, not a truss system. Before use. the buildup designer must venty the applicability of design parameters and property incorporate this design Into the overall buildup design. Bracing indicated Is to prevent buckling of Individual truss web andlor chord members only Additional temporary and permanent bracing MiTek' is always raqutred for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systerns. sea ANSVTPI7 Quality Criteria, DSO -89 and BC31 Building Component 6904 Parke East BM Safety Information available from Titus Plate Institute. 218 N. Lee Street. Sun* 312, Alexandria, VA 22314. Tampa, FL 38610 Job Truss Truss Type Qty Ply LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 713632219 BIMINI T03 Hip 2 1 SCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.18 10 We n/a 6904 Parke East Bind. BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Job Reference (optional) Builders FirStSourCe, Tempa, Plant City, Florida 33566 8.210 s Feb 12 2018 MTek Industries, Inc. Thu Mar 29 09 38 05 2018 Page 1 I D:pMdwear8k4naVYOYJQck9rzWBOk-LiJBrILdFU FJOWMJ_nAMZWFIMBWRS_tY21YGeUzW6gm 59-14 17-0 0 77.04) 2.1-" 29-0-0 34.2 .2 40-0 0 t 59.74 S2.2 6.0.0 64)4) 84)4) 52-2 59.74 Site = 500 F 12 30 = 3x8 = 3x4 = 521 6 722 sire = a Scale = 172 7 STI 5x8STP = 18 17 18 15 14 13 12 STI 5x8 STP = 3x8 = 20 II 4x6 = 302x4 II3x8 = axe = 3,8 = 4x8 = I I I I 29145- 0-0 9- 0 2-0 I I 40.0.0 r SSltq Plate Offsets (X.Y)- 12:0.0-tO.Edoel.14.0.3-0.0-2-41.18:0-3-0.0.2-41.110:0.0.10.Edoel Design valid for use only with MiTekm connectors. TMs design d based Only upon parameters shown. and is for an IndMdual budding component, not LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.29 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 SC 0.82 Vert(CT) -0.59 1517 >805 t80 SCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.18 10 We n/a 6904 Parke East Bind. BCDL 10.0 Code FBC2017/TP12014 Matrix -SH Tampa. FL 36610 Weight- 198 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10.1 oc purlins. BOT CHORD 2x4 SP No.2 *Except- BOT CHORD Rigid ceiling directly applied or 5.1-7 oc bracing. 14-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1527/0.8-0, 10=1527/0.8-0 Max Horz 2=-70(LC 17) Max Uplift 2=402(LC 8), 10=402(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3155/1527, 3-4=2730/1357, 4-5-2490/1314, 57=3093f`1549,7_8-2490/1314, 8-9=-2730/1357,9.10=3155/1527 BOT CHORD 2-18=•1320/2828, 17-18-1320/2828, 1577-1315/3033, 13-15=1317/3033, 112-113-11323/2828,10-12-11323/2628 WEBS 3-17=405/297,4-17-292f749, 517=792/390, 7-13=792/390, 8.13-292/749, 9-13-405/297 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=140mph (3 -second gust) Vesd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h=15ft; Cat. It; Exp C. End., GCpi=0 18; MWFRS (envelope) and C -C Exterior(2) -1-0-0 to 3-0.0. Inierior(1) 3-0-0 to 11.0.0, Extenor(2) 11-0.0 to 34-7-14, Interior(1) 34-7-14 to 41-0.0 zone;C-C for members and fortes & MWFRS for reactions shown; Lumber DOL -11.60 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 nonconcurreni with any other live loads. This Item has been 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 electronically signed and will f4 between the bottom chord and any other members sealed by Finn, Walter, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) using a Digital Signature. 2=402,10=402. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any Printed copies of this particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No1M9 Milk USA. Inc. FL Cert 6634 6901 Parke East BNd. Tampa FL 33610 Date: March 29,2018 0 WARNING - Vwffy daslgn Parameters and READ NOTES ON TNS AND INCLUDED I,OTEK REFERENCE PAGE I14114473 rev. 16MOfb BEFORE USE. Design valid for use only with MiTekm connectors. TMs design d based Only upon parameters shown. and is for an IndMdual budding component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of Individual truss web an ifor chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, ent0lon and bracing of trusses and truss systema. sea ANSVTPII Quality Criteria, D8849 and BC61 Building Component 6904 Parke East Bind. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oly Ply BRACING - GCpl=0.18, MWFRS (envelope) and C -C Exterior(2) -1.0.0 to 3.0.0. Interior(1) 3.40 to 13-0.0, Exterior(2)13.0.0 to 32-5.3, TOP CHORD 20 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-6: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.5.14 oc bracing. 713632220 BIMINI TD4 Hip 2 1 WEBS 2x4 SP No.3 will rd between the bottom chord and any other members, with BCDL = IO.Opsf sealed by Finn, Walter, PE REACTIONS. (Ib/size) 2=1527/0-8-0,8=1527/0-8-0 using a Digital Signature. 2=382.8=382. This Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 ID 7-0.1 5xe = 20 II e nn 4 1e 5 17 8 210 s Feb 12 2018 MITek Industries, Inc Thu Mar 29 09.38:06 2018 5xe = 6 Scale - 1:72.7 ST1.5xe STP = " " 1° `V 12 " " -"' STI 5x8 STP = 3x8 = 3x4 = 3x6 = 3X8 = 3xe = 30 = 3x6 = LOADING (psf) SPACING- 2-40 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 TCDL 7.0 Lumber DOL 1.25 BC 0.91 BCLL 0.0 ' Rep Stress Inv YES WB 0.37 BCDL 10.0 Code FBC2017ITPI2014 Matrix -SH DEFL. Ven(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud 0.30 12-14 >999 240 0.57 1412 >828 180 0.15 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 188 Ib FT = 20% LUMBER- BRACING - GCpl=0.18, MWFRS (envelope) and C -C Exterior(2) -1.0.0 to 3.0.0. Interior(1) 3.40 to 13-0.0, Exterior(2)13.0.0 to 32-5.3, TOP CHORD 20 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 4-6: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.5.14 oc bracing. BOT CHORD 20 SP No.t *Except* 3) Provide adequate drainage to prevent water ponding. This Item has been 11-13: 2x4 SP No 2 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 WEBS 2x4 SP No.3 will rd between the bottom chord and any other members, with BCDL = IO.Opsf sealed by Finn, Walter, PE REACTIONS. (Ib/size) 2=1527/0-8-0,8=1527/0-8-0 using a Digital Signature. 2=382.8=382. This Max Horz 2=81(LC 12) 7) manufactured product is designed as an individual building component The suitability and use of this component for any document are not considered Max Uplift 2=382(LC 8), 8=382(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. signature must be verified TOP CHORD 2-3=-3040/1476, 3-4=2801/1399, 4-5=2685/1401, 5.6=2685/1401, 6-7=2801/1399, on any electronic copies. 7-8=3040/1475 Walter P. Finn PE No.22639 BOT CHORD 2-14=-1257/2733.12-14-964/2295,10-12-968/2295.8-10-1261/2733 WEBS 3-14=326/311,4-14-203/545.4-12-247/634.5-12-433/327. 6-12=247/634, Date: 6.10=203/545, 7-10=326/311 March 29,2018 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. Design valid for use only with MiTekQa connectors This design b based only upon parameters shown, and Is for an xWMdual building component. not 2) Wind: ASCE 7-10; VuR=140mph (3 -second gust) Vasd=108mph: TCDL=4.2psf: BCDL=3.Opsf; h=151t; Cal. If: Exp C: Encl., GCpl=0.18, MWFRS (envelope) and C -C Exterior(2) -1.0.0 to 3.0.0. Interior(1) 3.40 to 13-0.0, Exterior(2)13.0.0 to 32-5.3, a cuss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the *versa Interior(1) 32-5.3 to 41-0.0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL -1.60 building design Bracing Indicated Is to prevent burAang of individual truss web andfor chord members only Additional temporary and permanent bracing 3) Provide adequate drainage to prevent water ponding. This Item has been4) 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 electronically signed and will rd between the bottom chord and any other members, with BCDL = IO.Opsf sealed by Finn, Walter, PE 6) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 Ib uplift at joint(s) except ()t=1b) using a Digital Signature. 2=382.8=382. This Printed copies of this7) manufactured product is designed as an individual building component The suitability and use of this component for any document are not consideredparticularbuildingistheresponsibilityofthebuildingdesignerperANSITPI1asreferencedbythebuildingcode.' signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cad NU 6904 Parka East Blvd. Tampa FL 33610 Date: March 29,2018 O WARNING - Vanity daslgn poramerars and READ NOTES ON TNS AND INCLUDED aeTElf REFERENCE PAGE WO -7473 rev. 10034015 BEFORE USE. Design valid for use only with MiTekQa connectors This design b based only upon parameters shown, and Is for an xWMdual building component. not a cuss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Into the *versa building design Bracing Indicated Is to prevent burAang of individual truss web andfor chord members only Additional temporary and permanent bracing WOW ahrays required for stabrbty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabddabOn, storage. debvery. ersction and brsctng of trusses and thus systems. see AN3VTPI1 Quality Criteria, DS649 and BCSI Building Component 6904 Parke East Bled Safety Information available from Truss Plate Insidute. 2i6 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 35610 Job Truss Truss Type Ory Ply 1.25 Rep Stress Incr YES Code FBC2017lrP12014 WB 032 Horz(CT) 0.14 10 fila We 713632221 BIMINI TOS Hip 2 1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5.6.5 oc bracing. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria. VA 22314. Job Reference o trona/ omruera rnawuurw, ramp", nein 1,ny, rrvnve a0000 7-2-2 5-0-0 5-0-0 500 t2 5x8 = 2x4 11 U LIU S FeD l l LU10 MI 1 ex IncluStrie9, Inc. Thu Mar 29 09.38.08 2018 5xe = 7.9.14 Scale = 174 1 ST1.5xS STP = - "' "' ` 14 ` " " STI Sxe STP = 3x6 = 3x4 =34 = 3xB = 3x6 =30 = 3xe = LOADING (psf) TCLL 20.0 TCDL 70 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP NoA 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. (Ib/sae) 2=1527/0-".10=1527/04-0 Max Horz 2=93(LC 16) Max Uplift 2=375(LC 12), 10=375(LC 13) CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.96 Vert(LL) -0.33 14-16 >999 240 MT20 244/190 BC 0.85 Vert(CT) -0 59 14.16 >803 180 WB 032 Horz(CT) 0.14 10 fila We building design. Bracing indicated is to prevent buWing of Individual truss web and/or chord members only Additional temporary and permanent bra" Matrix -SH M iTek- Weight: 192 Ib FT = 20% Is always reoulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5.6.5 oc bracing. FORCES. (Ib) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=3052/1470, 352806/1400, 5.6=2304/1238, 6.7=2304/1238, 7-9=2806/1400, 9-10=3052/1470 BOT CHORD 2-16=-125612747,14-16-876/2125,12-14=-878/2125.10-12=-I 259/2747 WEBS 3-16=-386/350.5-16-272/652,5-14=M/455,6-14-287/211, 7-14=135/455, 7-12=272/652, 9.12=386/350 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph: TCDL=4.2ps1: BCDL=3.Opsf, h=15R; Cat. II: Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C -C Exterior(2) -1-0-0 to 3-0.0, Interior(1) 3.0.0 to 15-0-0, Exterior(2) 15-0-0 to 30.7-14, Interior(1) 347-14 to 41-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL -1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 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 tell by 240 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=lb) 2=375,10=375. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code " This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE ND.22639 MiTek USA. Inc. FL Cart 6034 6904 Parke East Blvd. Tampa FL 33610 Dab: March 29,2018 0 WARNING - Varity design peremahr, and READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE 111114471 rev. 16=41015 BEFORE USE. Design valid for use only with MTekm connectors. This design is based only upon parameters shown, and is for an Individual building companerd, not a truss system Before use. the building designer must verity the applicabWly of design parameters end property incorporate this design Into the overall building design. Bracing indicated is to prevent buWing of Individual truss web and/or chord members only Additional temporary and permanent bra" M iTek- Is always reoulred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabriacon. storage. delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, D3949 and SCSI Building Component 6904 Parke East Bid. Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36510 Job Truss Truss Type City Ply BRACING - GCpi=0.18, MWFRS (envelope) and C -C Exterior(2) -1-0.0 to 3.0.0, Interior(1) 3-0-0 to 17-0-0, Exterior(2) 17-0.0 to 28.5-6, TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. BOT CHORD 20 SP No.2 773632222 BIMINI T06 Hip 2 1 fabrication. storage, delivery, erection and bracing of cusses and truss systems, see ANSVrPl1 Quality Criteria, D38-89 and SCSI Building Component will rd between the bottom chord and any other members, with BCDL = IO.Opsf, Max Horz 2=104(LC 17) 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) sealed by Finn, Walter, PE Max Uplift 2=389(LC 12), 11 =389(!-C 13) Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.210 s Feb 12 2018 MiTek Industries, Inc Thu Mar 29 09:38:09 2018 Page 1 ID pMdwcac8k4naW0YJOGc9rzW8Ok-ETZih708g11uBf4DcElkMPOuog3OsN7zHWUnFzW6gi 0 6.1-3 11b-10 17-0-0 23-0.0i 28.5833.10.13 40-0-0 41 8 1-3 5 5 8 5 5 8 8-0-0 556 55 8 1J 5.00 12 5x6= Site = 620 7 21 Scale = 174 1 ST 7.54 STP = 10 1r 18 za 15 1. is ST1.5x8 STP = axe = 3x4 = 4xe = 3x8 = 3x4 = 4xe = 30 = 3xe = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 TCDL 7.0 Lumber DOL 1.25 BC 0.97 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 BCDL 10.0 Code FBC2017/TPI2014 Matrix -SH DEFL. In (loc) Vdefl Lid Vert(LL) -0.22 15 >999 240 Verl(CT) -0.47 13-15 >997 180 Horz(CT) 0.16 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 208 Ib FT = 20% LUMBER- BRACING - GCpi=0.18, MWFRS (envelope) and C -C Exterior(2) -1-0.0 to 3.0.0, Interior(1) 3-0-0 to 17-0-0, Exterior(2) 17-0.0 to 28.5-6, TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 20 SP No.3 WEBS 1 Row at midpt 7-16 REACTIONS. (lb/size) 2=1527/0-8-0, 11=1527/0-8-0 fabrication. storage, delivery, erection and bracing of cusses and truss systems, see ANSVrPl1 Quality Criteria, D38-89 and SCSI Building Component will rd between the bottom chord and any other members, with BCDL = IO.Opsf, Max Horz 2=104(LC 17) 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) sealed by Finn, Walter, PE Max Uplift 2=389(LC 12), 11 =389(!-C 13) using a Digital Signature. 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." document are not considered TOP CHORD 2-3=3104/1428, 3-5=2888/1365, 5.8=2195/11146,6-7=19811111 118, 7-8=2194/1146, signed and sealed and the 8-10=-2889/1365, 10.11=3104/1428 on any electronic copies. BOT CHORD 2-18=-1223/2795, 16.18=1037/2417, 15-16-763/1980, 13-15=-1041/2417, Walter P. Finn PE No2N 19 11-13=1228/2795 6904 Parke East Blvd. Tampa FL 33610 WEBS 3.18=-255/208, 5-18=99/459, 5-16=596/374, 6-16=206/524, 7-15=204/529, Date: 8-15=596/374, 8-13=99/459, 10-13=255/208 March 29,2018 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. Design valid for use only with MIT00 connectors This design Is based only upon parameters shown, and is for an Individual budding component, not 2) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.0psf; h=15ft; Cat. 11; Exp C: Encl , GCpi=0.18, MWFRS (envelope) and C -C Exterior(2) -1-0.0 to 3.0.0, Interior(1) 3-0-0 to 17-0-0, Exterior(2) 17-0.0 to 28.5-6, 4 W37 system. Before use, the building designer must verity the apphUlbrkdy of design parameters and properly Incorporate this deslgn Into the overall Interior(1) 28-5.6 to 41-0.0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 building design Bracing thdicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing 3) Provide adequate drainage to prevent water ponding. WOW 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads This item has been5) 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 fabrication. storage, delivery, erection and bracing of cusses and truss systems, see ANSVrPl1 Quality Criteria, D38-89 and SCSI Building Component will rd between the bottom chord and any other members, with BCDL = IO.Opsf, electronically Signed and 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) sealed by Finn, Walter, PE 2=369.11=369. using a Digital Signature. 7)'This manufactured product is designed as an individual building component. The suitability and use of this component for any printed copies of this particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No2N 19 MiTek USA, Inc. FL Cod 6674 6904 Parke East Blvd. Tampa FL 33610 Date: March 29,2018 0 WARNING - Verily daslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA E MIF7Q3 rev. 10012015 BEFORE USE. Design valid for use only with MIT00 connectors This design Is based only upon parameters shown, and is for an Individual budding component, not 4 W37 system. Before use, the building designer must verity the apphUlbrkdy of design parameters and properly Incorporate this deslgn Into the overall building design Bracing thdicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing WOWalwaysMQulradforsuablyandtopreventCollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of cusses and truss systems, see ANSVrPl1 Quality Criteria, D38-89 and SCSI Building Component 6904 Parke East Blvd. safetyInfomiauon evadable from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 38010 Job Truss Truss Type OlyPly Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr 713632223 BIMINI 707 Hip 2 1 TOP CHORD 20 SP No.2 fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSUTPII Quality Criteria, 08849 and BC81 Building Component Weight. 203 Ib FT = 200A BOT CHORD 20 SP No.1 Except* Job Reference tonal Builders FirelSource, Tampa, Plant City. Florida 33566 8.210 s Feb 12 2018 MTek Industries, Inc Thu Mar 29 09:3810 2018 Page 1 ID:pMdwcec8k4naVYOYJOck9rzW8ok-ig64uTPm31 tcWIEHnKIXGZyYNCC7701HCxF1 JhzW6gh 8-10-7 12-10-10 19-0-0 21.0-0 27.1-6 33-1-9 40-0.0 41 610 7 8-0.2 6-1$ 2-0-0 6-1.8 8-0 2 6.10.7 5x8 = 5x8 = 500 12 21 Scale - 174 1 STI 5x8 STP = 'r " 18 15 ` 9 1. is 571.5x8 STP = 34 = 3x4 = 3x8 = LOADING (psf) SPACING- 2-0.0 TCLL 200 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - U always required for Stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the Matnx-SH TOP CHORD 20 SP No.2 fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSUTPII Quality Criteria, 08849 and BC81 Building Component Weight. 203 Ib FT = 200A BOT CHORD 20 SP No.1 Except* 14-17: 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3.11 oc puffins. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 5-9.5 oc bracing. REACTIONS. (Ib/size) 2-1527/0.8-0, 11=1527/0.84) Max Horz 2=116(LC 12) Max Uplift 2=403(LC 12), 11=403(LC 13) 3x4 = 3x4 = 3x8 = 30 = 34 = CSI. DEFL. in (loc) Udell Ud PLATES GRIP TC 0.72 Vert(LL) 0.34 13.15 >999 240 MT20 244/190 BC 0.85 Vert(CT) 0.63 13-15 >752 180 building design Bracing Indicated Is to prmnt buckling of Indivldual truss web and/or chord members only Additional temporary and permanent bracing WB 0.30 Horz(CT) 0.15 11 We We U always required for Stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the Matnx-SH fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSUTPII Quality Criteria, 08849 and BC81 Building Component Weight. 203 Ib FT = 200A 6904 Parke East BIW BRACING - Tampa. FL 36010 TOP CHORD Structural wood sheathing directly applied or 2-3.11 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-9.5 oc bracing. WEBS 1 Row at midpt 5-16,8-15 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3073/1353. 3-5-2826/11283.5-6=20211/11034, 67=1810/1000, 7-8-2021/1034, 610=2828/1283, 10.11=3073/1353 BOT CHORD 2-18=-1150/2766.16-18-929/2319,15-16=607/1810,13.15=-932/2319, 11-13=1153/2766 WEBS 3-18=297/242, 5.18=118/531, 5.16=722/433, 6-16=249/550, 7-15=249/550, 8-15=722/433, 613=118/531, 10-13=297/242 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vuft=140mph (3 -second gust) Vesd=108mph: TCDL=4 2psf; BCDL=3.Opsf: h=15ft: Cat. If. Exp C: Encl.. GCpi=0.18: MWFRS (envelope) and C -C Exterior(2) -1-0-0 to 3-0-0. Interior(1) 3-0.0 to 19.0.0, Exterior(2) 1940 to 21.0-0, Interior(1) 267-14 to 41-0-0 zone;C-C for members and forces d 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 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 240.0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=403,11=403. 7) "This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the Signature must be verified on any electronic copies. Walter P. Finn PE No32839 MTak USA Inc. FL Cad RU f9W Parks East Blvd. Tampa FL 33610 Date: March 29,2018 AWARNING - Vedy deslgn perenratera and READ NOTES ON TrOS AND INCLUDED 40TEK REFERENCE PAGE 1101-7477 rov. IMW015 BEFORE USE. Designvalid for use only with MRek® connectors This design b based only upon parameters shown. and is for an mdivldual building component, not a truss system Before use, the building designer must verily the applkebildy of design parameters and property Incorporate this design Into the overall building design Bracing Indicated Is to prmnt buckling of Indivldual truss web and/or chord members only Additional temporary and permanent bracing MiTek- U always required for Stability and to prevent Collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSUTPII Quality Criteria, 08849 and BC81 Building Component 6904 Parke East BIWSafetyInformationavailablefromTrussPlateInstitute, 218 N. Les Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36010 Job Truss Truss Type City Py f l 9-8-2 10.3.14 Plate Offsets (X.Y)- r2,0.3 -0.0.1-t0). Ito:O-3-0.D-1-101 WOW for members and forces ff, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 LOADING (psf) SPACING- 2-0.0 CSI. 713632224 BIMINI Toe Common 7 1 Vert(LL) 0.31 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.210 s Feb 12 2018 MITek Industries, Inc Thu Mer 29 09:38:11 2018 Page 1 ID pMdwcac8k4naVYDYJOck9rzW8Ok-AsgS6pCiOgK?T8RpTKIHmpnVIVbWYsm ORb?ar8zW6gg 1 7-1-3 13570 20-0-0 i 28.5.8 -0-032.10.13 40 1 7-1.3 858 6.5$ 6 5-0 6.5.8 7-1-3 Scale - 1 71 4 5xe = 5.00 12 ST1.Sx8STP = IV 10ZI LL 14 z3 2414 tz STI 5x9 STP = axe = 3x4 = 3x6 = 3x8 = axe = 30 = 3x6 = a f 114 20.0.0 29$2 40-0-09t19-0-2 f f l 9-8-2 10.3.14 Plate Offsets (X.Y)- r2,0.3 -0.0.1-t0). Ito:O-3-0.D-1-101 WOW for members and forces ff, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 LOADING (psf) SPACING- 2-0.0 CSI. 8904 Parke East BNO DEFL. in (lot) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.31 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 using a Digital Signature. Vert(CT) 0.58 14-16 >809 180 BCLL 0.0 Rep Stress Incr YES WB 0.62 signed and sealed and the Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -SH Walter P. Finn PE NoIM9 MiTek USA, Inc. FL Cut $634 Weight 195 Ib FT = 20% LUMBER- BRACING - Date: TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 Except' BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 13-15: 2x4 SP No.2 WEBS 1 Row at midpt 7-14,5-14 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1527/0.8-0, 10=1527/0.8-0 Max Horz 2=122(LC 17) Max Uplift 2=409(LC 12). 10=409(1-C 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3060/1291, 3.52791/1199, 5.6=1951/948, 6.7=1951/948, 7-9=2791/1199, 9-10=-3060/1291 BOT CHORD 2-16=-1069/2755,14-16-815/2268,12-14-830/2268,10-12=-I 08012755 WEBS 6-14=464/1124, 7-14=726/412, 7-12=135/549, 9.12=334/262, 5.14-726/412, 5.16=-135/549, 3.16=334/262 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph: TCDL=4 2psf; BCDL=3.Ops1: h=15ft. Cal It. Exp C: Encl.. GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) -1 0-0 to 3.0.0. Interior(1) 3.0.0 to 20.0.0, Exterior(2) 20-0-0 to 24-0-0 zone.0-C WOW for members and forces ff, MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8904 Parke East BNO 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 Tampa, FL 36610 will fit between the bottom chord and any other members. with BCDL = 10.Opsf. This Item has been5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=409,10=409 electronically signed and 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any sealed by Finn, Walter, PE particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE NoIM9 MiTek USA, Inc. FL Cut $634 9904 Perla East Blvd. Tempa FL 33910 Date: March 29,2018 0 WARNING - Vanity daalgn parameters and READ NOTES ON THIS AND INCLUDED 119TEK REFERENCE PAGE ee1-7473 rev. I M O15 BEFORE USE. Design vabd for use only with MiTeltm connectors This design b based only upon parameters shown, and is for en Individual building component, not a bass system Before use, the buildup designer must curly the apps cabildy of design parameters and property incorporate this design Into the Overall building design. Bracing indicated Is to prevent buckling of Individual cuss web andror chord members only. Additional temporary and permanent bractng WOWalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage. delivery, erection and braWp of trusses ars truss systems. see AN3VTPI1 Quality Criteria, DS049 and BC81 Building Component 8904 Parke East BNO Safety Information available from Trans Plate Institute. 218 N. Lee Street, Suhe 312, Alexandria, VA 22714. Tampa, FL 36610 Job Truss Truss Type aly Ply PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.15 11-13 >999 240 713632225lJobBIMINIT09Hip11 using a Digital Signature. BCLL 00 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.02 11 n/a n/a Reference (optional) ounums ruawvu1-. rmnya, nun, wy, rrunue aa000 a ziv s FBo 1Z zuiu Mi iex Inaustries, Inc Thu Mer 29 09'38:12 2018 Peoe 1 1-041 5.8.11 - 3.3.5 5b14 5.5.2 5.52 5$14 3.3.5 5-0-11 2x4 II Sire 3x8 = 3x8 = 3x8 500 12 5x8 - 4 5 6 7 a 8 STI 5x8 STP = 3x8 = Scale - 172.7 2 19 17 1S 15 13 ST1.5x8 STP = 3x8 = 18 STI 5x8 STP = STI 5x8 STP = 2x4 11 14 3xa 3x8 3x8 3x8 = 2x4 II 3x8 = LOADING (psQ SPACING- 2-0.0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.15 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.31 11-13 >769 180 using a Digital Signature. BCLL 00 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.02 11 n/a n/a signed and sealed and the BCDL 100 Code FBC2017/TPI2014 Metrix -SH on any electronic copies. Weight, 200 Ib FT = 20% LUMBER- MITsk USA. Inc. FL Cart %U BRACING - TOP CHORD 20 SP No.2 Data: March 29,2018 TOP CHORD Structural wood sheathing directly applied or 5-1-10 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. WEBS 20 SP No.3 REACTIONS. All bearings 0-8.0. lb)- Max Horz 2=58(LC 13) Max Uplift All uplift 100 Ib or less al joints) except 2=154(LC 12), 17=163(LC 9),116=373(1.0 8), 11=192(LC 13) Max Grav All reactions 250 Ib or less at joints) except 2=504(LC 23), 17=702(LC 23), 16=1260(LC 24), 11=682(L( 24) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-608/371, 3-4=-342/222.4-5=-271/233, 5-6=-2121616.6-8=-2121616,8-9=-687/423, 9-,0=785/424,10-11=1040/569 BOT CHORD 2-19=-262/521, 17-19=363/275, 16.17=363/275, 1516=43/345, 13.15=43/345, 11-13=-444/915 WEBS 3.19=297/294. 5.19=352/740, 517-616/334, 5.16=372/218, 6.16=281/195, 8-16=11341562,8-13-214/431,10-13=2781285 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. Design valid for use only with Mrrekm connectors This design b based only upon parameters shown, and b for an Individual building component. not 2) Wind: ASCE 7-10; Vuft=140mph (3 -second gust) Vesd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C -C Extedor(2) -1-0.0 to 3.0-0, Interior(1) 3-0-0 to 9.0.0, Exterior(2) 9-0-0 to 36.7-14, Interior(1) a truss system. Before use, the building designer must verify the appkabaey of design parameters and property incorporate this design Into Ing overall 36.7-14 to 41-0.0 zone:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL -1.60 plate grip DOL=1 60 This item has3) Provide adequate drainage to prevent water ponding been 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and 5) ' This truss hes been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-641 tall by 2-0.0 wide sealed by Finn, Walter, PE will fit between the bottom chord and any other members. using a Digital Signature. 6) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 2, 163 Ib uplift at Printed copies of thispjoint17, 373 Ib uplift at joint 16 and 192 lb uplift at joint 11. 7) This manufactured product is designed as an individual building Component. The suitability and use of this component for any document are not considered particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MITsk USA. Inc. FL Cart %U 6904 Parka East Blvd. Tampa FL 33610 Data: March 29,2018 O WARMNO - Vadry design parameters and READ NOTES ON THIS AND INCLUDED AOTEK REFERENCE PAGE 110&7473 rev. /GrCY2013 BEFORE USE Design valid for use only with Mrrekm connectors This design b based only upon parameters shown, and b for an Individual building component. not a truss system. Before use, the building designer must verify the appkabaey of design parameters and property incorporate this design Into Ing overall building design. Bractnp Indicated is to prevent budding of Individual truss web ondlor tlrord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and bass systems, see AN6VTPI1 Quality Criteria, DSO -49 and SCSI Building Component 6904 Parke East BM Safety.fomNtion avallable from Truss Plate Instaute. 216 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Design vabd for use only with Wee* connectors. This design is based only upon parameters shown, and is for an individual building component, not GCpi=O 18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This item has been4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 713632226 DIMIN1 T10 Hip Girder 1 1 using a Digital Signature. joint 18, 816 Ib uplift at joint 17 and 416 Ib uplift at joint 12 Printed copies of this 7) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 Ib down and 107 Ib up at document are not considered14-11-4, 105 lb down and 107 lb up at 16114, 105 Ib down and 107 Ib up at 1611-4, 105 Ib down and 1071b up at 20-11.4, 105 Job Reference (optional) tl000ers rirstbource, Iampa, viand Gdy, FIoncia 337bb d Ltu S reD iz Luld mi IeK ID: pMdwcac8k4naVYOYJOdc9rzW80k-aRMbk4 284.10 a" 6510 67.6 inc; Inu marzv umimiq culo rage 7 rY20AgTRP795pY233Is7YDESTzW6gd 18 2-2 40-0-0 1 32-2 39.14 5x12 = 5.00 12 5x6 30 = 2.4 II 3x8 = 20 II 5x8 = 4 5 8 21 22 7 6 23 24 25 9 26 27 28 10 Scale = 1:72.7 3 STI 5x8 STP = 20 19 18 29 30 31 17 32 33 34 ie 1535 38 37 14 ST1.5x8 STP = 3x8 = 3x8 = ST7.5x8 STP = ST1.5x8 STP = 502 = 30 = 3x6 = 3xB = 3x8 = 3x6 I I 3x5 = I 7-0-0 I 1a-30 ; 1a11-0 ;. 2a.a.10 I 330-0 I ao-0-0 ; 107-0 0 Plate Offsets (X.Y)— [4:0-3-0.0-2-41.[10 0.5-12.0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Uden Lid PLATES GRIP TCLL 200 Plate Grip DOL 125 TC 0.99 Vert(LL) -012 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.27 14-16 >893 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.88 Horz(CT) 0.03 12 n1a n1a BCDL 10.0 Code FBC2017/TPI2014 Matnx-SH Weight: 197 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.3.4 oc bracing WEBS 2x4 SP No 3 *Except* 8-16,10.16: 2x4 SP No.2 REACTIONS. All bearings 0.8.0. lb) - Max Horz 2=46(LC 8) Max Uplift All uplift 100 Ib or less al joints) except 2=175(LC 27), 18-285(LC 5), 17=816(LC 4), 12=416(LC 9) Max Grav All reactions 250 Ib or less at joint(s) except 2=418(LC 19), 18=929(LC 19), 17=2471(LC 20), 12=1226(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=555/277, 3.4=397/210, 4-5=335/209, 5-6=-189/734, 6.8=189/734, 8-9=116861632,9-110=11686/632, 10-11=2298!795, 11-12=2392/821 BOT CHORD 2-20=-249/531, 17-18=1089/W8, 16-17=1089/388, 14-16=-669/2137, 12-14=694/2126 WEBS 5-20=131/494, 5.18=751/227, 6.18=424/257, 8-18=180/467, 8-17=2151891, 8-16=1019/3033.9-16=745/460.10-16=503/178, 1D-14=46/659 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vuh=140mph (3 -second gust) Vesd=108mph: TCDL=4.2psf; BCDL=3.Opsf: h=15ft; Cel. It: Exp C; Encl., Design vabd for use only with Wee* connectors. This design is based only upon parameters shown, and is for an individual building component, not GCpi=O 18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This item has been4) 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 3.60 tall by 2-0-0 wide electronically signed and will rd between the bottom chord and any other members. Sealed by Finn, Walter, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 Ib uplift at joint 2, 285 Ib uplift at using a Digital Signature. joint 18, 816 Ib uplift at joint 17 and 416 Ib uplift at joint 12 Printed copies of this 7) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 Ib down and 107 Ib up at document are not considered14-11-4, 105 lb down and 107 lb up at 16114, 105 Ib down and 107 Ib up at 1611-4, 105 Ib down and 1071b up at 20-11.4, 105 Ib down and 107 Ib up at 22-11-4, 105 Ib down and 107 lb up at 24-114, 105 Ib down and 107 Ib up at 26114, 105 Ib down and signed and sealed and the 107 lb up at 26114, and 105 Ib down and 107 Ib up at 3D-11-4, and 200 Ib down and 202 Ib up at 33.0.0 on top chord, and 81 lb signature must be verified down at 14-114, 81 Ib down at 16114, 81 Ib down at 1611-4, 81 Ib down at 20.11-4, 81 Ib down at 22-11-4, 81 Ib down at on any electronic copies. 24-114, 81 Ib down at 26114, 81 lb down at 28-11.4, and 81 Ib down at 3D-11-4, and 320 lb down and 109 Ib up at 32-114 on Welter P. Finn PE No22639 bottom chord The design/selection of such connection device(s) is the responsibility of others. MTsk USA, Inc. FL Can 6671 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6904 Pada East Blvd. Tempa FL 33610 9)'This manufactured product is designed as an individual building component The suitability and use of this component for any Date: particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." March 29,2018 O WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED MTEK REFERENCE PAGE AU)17473 rev. 10000=015 BEFORE USE. Design vabd for use only with Wee* 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 venfy the applicability of design parameters and property Incorporate this design Into the overall building design. Bradrig indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bra" MiTek' b allays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the faDdcadon, storage, delivery, erection and bracing of trusses and truss systems, $ee ANBViPi1 Quality Criteria, DSBde and BC31 Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute. 219 N. Lee Street. Suds 312, Alexandria, VA 22314 Tampa, FL 38810 Job Truss Truss Type Oty Ply BIMINI T10 Hip Girder 1 1 713632226 Job Reference (optional) ovfnvrwa rnwpNur w, romya, —am \illy, rlanae OOJOa 8.210 S Feb 1Z Z018 MTek Industries, Inc Thu Mer 29 09:38:14 2018 Pape 2 ID:pMdwcwZk4naVYOYJOck9rzWBOk-eRMbkgSG7FN2?vY2OAgTRP795pY233197YDESTzWBpd LOAD CASE(S) Standard 1) Dead + Root Live (balanced), Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 11-4-54,4-10=54,10-13=54.2-12-20 Concentrated Loads (lb) Vert: 7=-105(F) 10=153(F) 14=320(F) 21=105(F) 22=105(F) 23-105(F) 24=-105(F) 25=-105(F) 26=-105(F) 27=105(F) 28=105(F) 29=58(F) 30=-58(F) 31=58(F) 32=58(F) 33=58(1`) 34=58(F) 35=58(F) 36=-58(F) 37=58(F) 0 WARNING - Vedry dealgn parameters and READ NOTES ON THIS AND INCLUDED IIBTEK REFERENCE PAGE MI -7473 raw. 100,V2018 BEFORE USE. Design vera for use only with MiTekm connectora. This design Is based only upon parameters shown, and is for an IndMdual budding componerd, not , a truss system Before use, the building 0e319ner must y the applicability of design parameters and properly Incorporate this design Into the overall building design Bracing Indicated is to prevent buckling of Intdivldual truss web andlor chord members only Additional temporary and permanent bracing WOWalwaysrequiredforstabilityandt0prevemcollapsewhhpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, eraciion and bracing of trusses and truss systems, see ANSVTPII Ouslity Criteria, D8849 and BC81 Building Component 6904 Parke East BlvdBe" Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type City Ply 7.3-8 Plate Offsets (X Y)– 12'0.3.0.0.1-81.14:0.3.0.0.1-81 is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the 713632227 BIMINI T11 Common 4 1 SPACING- 2-0.0 CSI. DEFL. in loc) Vdefl Job Reference (optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8 210 s Feb 12 2018 MITek Industries, Inc. Thu Mar 29 09 38:15 2018 Page 1 ID pMdwcac8k4naVYOYJOck9rzW8Ok-3dwzxATvuZVvd37EZILizdfOdD'IIoi[OLCzo'>VZV%gc 1-0-0 7-3-8 14-7-0 _ i 1-0-0 1 7.38 I 7-3-0 Scale = 125 6 4x6 = ST1 5x8 STP = 2x4 II STI 5x8 STP = 30 i 30 lit LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=511/0-8-0,2=590/0-8-0 Max Hoe 2=54(LC 12) Max Uplift 4=133(LC 113),2=164(!_C 12) FORCES. (Ib) - Max. Comp./Max Ten -All forces 250 (lb) or less except when shown TOP CHORD 2-3-813/383.3-4=-812r399 BOT CHORD 2-5=-266/675, 4-5=-266/675 WEBS 3.5=-11/329 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf; h=15ft, Cal 11, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) -1-D-0 to 2-0-0. Inlenor(1) 2-0.0 to 74-8, Exterior(2) 7-3.8 to 10-3-8 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4 and 164 Ib uplift at joint 2. 6) 'This manufactured product is designed as an individual building component The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6631 6904 Parke East Blvd. Tampa FL 33610 Date: March 29,2018 AWARNING - VaNy design paroriefas and READ NOTES ON THIS AND INCLUDED h1lTE9 REFERENCE PAGE NO -7473 rev. 1,11IM015 BEFORE USE. 7.3.8 Design valid for use only with Wake connectors This design is based only upon parameters shown, and is for an indivrtlual building component, not 7.3-8 Plate Offsets (X Y)– 12'0.3.0.0.1-81.14:0.3.0.0.1-81 is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see AN6VTPI1 Quality Criteria, D8849 and BCBI Building Componem 6904 Parke East BIW LOADING (psq SPACING- 2-0.0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 062 Vert(LL) 0.07 4-5 999 240 MT20 244/190 TCDL 70 Lumber DOL 1.25 BC 0.53 Vert(CT) 0 15 4-5 999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.13 Horz(CT) 0.02 4 We n/a BCDL 10.0 Code FBC2017/TPI2OI4 Matnx-SH Weight: 51 Ib FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=511/0-8-0,2=590/0-8-0 Max Hoe 2=54(LC 12) Max Uplift 4=133(LC 113),2=164(!_C 12) FORCES. (Ib) - Max. Comp./Max Ten -All forces 250 (lb) or less except when shown TOP CHORD 2-3-813/383.3-4=-812r399 BOT CHORD 2-5=-266/675, 4-5=-266/675 WEBS 3.5=-11/329 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; Vuh=140mph (3 -second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf; h=15ft, Cal 11, Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C -C Exterior(2) -1-D-0 to 2-0-0. Inlenor(1) 2-0.0 to 74-8, Exterior(2) 7-3.8 to 10-3-8 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4 and 164 Ib uplift at joint 2. 6) 'This manufactured product is designed as an individual building component The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE No.22639 MiTek USA, Inc. FL Cert 6631 6904 Parke East Blvd. Tampa FL 33610 Date: March 29,2018 AWARNING - VaNy design paroriefas and READ NOTES ON THIS AND INCLUDED h1lTE9 REFERENCE PAGE NO -7473 rev. 1,11IM015 BEFORE USE. Design valid for use only with Wake connectors This design is based only upon parameters shown, and is for an indivrtlual building component, not a truss system Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent bucktuq of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek- is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see AN6VTPI1 Quality Criteria, D8849 and BCBI Building Componem 6904 Parke East BIW safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria, VA 22314 Tampa. FL 36010 Job Truss Truss Type Qty Ply BIMINI T12 Common Supported Gable 1 1 22 8 lb) - Max Horz 2=48(LC 17) Max Upfift All uplift 100 Ib or less at joints) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 Ib or less at joints) 2, 8, 12, 13, 14, 11, 10 Job Reference(optional) 713632 m a rn awvuiw, r mnye, ruin 1 'iy, nunua 55566 6 210 s Feb 12 2018 MiTek Industries, Inc. Thu Mar 29 09'38:16 2018 Page 1 I D, pMdwcac8k4naVYOYJQckgrz WBOk-XgUL9V W Xttdl E DhR7asx WgCi?cR IXAz9asiLXLz W6gb1-0-0 7.3.8 14.7-0 15-7-0 1-0-0 7-3.8 7-3-8 1-0.0 Scale = 126 6 4x6 = 30 = " 11 1u 3x4 = LOADING (psf) TCLL 20.0 TCDL 70 BCLL 0.0 ' BCDL 100 SPACING- 2-D-0 CSI. Plate Gnp DOL 1.25 TC 013 Lumber DOL 1 25 BC 007 Rep Stress Ina YES WB 0.06 Code FBC2017lrP12014 Matrix -SH DEFL. in (loc) Vdefl Vd Vert(LL) 000 8 n/r 120 Vert(CT) 0.00 9 n/r 120 Horz(CT) 000 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 62 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All beanngs 14-7-0. lb) - Max Horz 2=48(LC 17) Max Upfift All uplift 100 Ib or less at joints) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 Ib or less at joints) 2, 8, 12, 13, 14, 11, 10 FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 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; MWFRS (envelope) and C -C Comer(3) -1-0-0 to 2-0-0. Exterior(2) 2-0-0 to 7-3.8, Comer(3) 7-3.8 to 10-3.8 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0.0 oc. 7) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fil between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 8, 13, 14, 11, 10. This item has been 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any electronically signed and particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code " sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. Finn PE Nol= MiTek USA, Inc. FL Cut 6834 8900 Parke East Blvd. Tampa FL 33610 Data: March 29,2018 O WARNING - Verity design Parameters end READ NOTES ON TM AND INCLUDED A07EK REFERENCE PAGE 4111,7473 rev 1007/1018 BEFORE USE. Design valid for use only with MITekm connectors This design is based Only upon parameters shown. and is for an individual budding component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall budding design Bracing Indlated is to prevent buckling of individual truss web andfor chord members only Addrlronal lemporary and permanent bracing la for MiTek- always required stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the labriabon, storage. delivery, erection and bracing of trusses and buss systems, see ANSVTPII Owlity, Criteria, DS84 9 and BCS. Building ComponentSafetyInformationavailablefromTrussPlateinstitute. 218 N Lee Street. Suite 312, Alexandria, VA 22314 8904 Parke East Bald. Tampa, FL 38810 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y4offsetsareindicated. 6-4-8 dimensions shown in ft -in -sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, a g. and fully embed teeth. TOP CHORDS diagonal or x -bracing, is always required See BCSI. rO'y16 cr•2 cza 2 Truss bracing must be designed by an engineer. For TT t] WEBSr 4 O u y, q p O 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 0. 3 UZ stack materials on inadequately braced trusses. 0 0. 4. Provide copies of this truss design to the building C7_0 c6_7 c p 0For4x2orientation, locate designer, erection supervisor, property owner and BOTTOM CHORDSplates0- ",d' from outside all other interested parties edge of truss 8 7 6 5 5. Cut members to bear tightly against each other. 6 Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE pint and embed fully. Knots and wane at pint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1 connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC -ES Reports. use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10 Camber is a non-structural consideration and is the width measured perpendicular4x4 ESR -1311, ESR -1352, ESR1988 responsibility of truss fabricator General practice is to to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12 Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that speared 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. of indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rel on lumber valuesgy 14. Bottom chords require lateral bracing at h r spacing, or less, if no ceding is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings supports) occur. Icons vary but 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. 0 16. Use of green or treated lumber may pose unacreptable environmental, health or performance risks Consult with Industry Standards' W1 project engineer before use. ANSIrrPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. a • is not sufficient. BCSI: Building Component Safety Information, M 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, Tek ANSI/TPI 1 Quality Criteria Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet MII-7473 rev. 10/03/2015 42*2 5 5 14 1 I (4•v a see I2asa 4202 tea Kill n MIN 0 n •` A lit_ 0 IIIA A v li IAAI® U .1 o II INN it li 11. IA 11 r III gill SIAnl..II iN II II Ir AAII IIII® MOM IA 14 1 I (4•v a see I2asa 4202 2a5•0 sea I (4•v e Wee 0 0 0 NOTES: Il Vulf ION 1) RSYS p(11p{ IRMN Vat Al!!1 LLSIafMl:LI RftDRQA Ioa:urAAa ALRew1 aAcc ROVRSMIS f1 1: -In AY to R uww, . W.1010"t 1)A RSVS AQ MIMP-a TAA rACIIYVACM V:fn0 1ffM Wm WWMAS Y M;.w RRI (K :a 9DiV 1) A3 m/f IfJA MVtn t0a 1MS0 to JLtN OMRIet AOID ALL RIA RJn wen t0 Y SYSM I+wR x» onefnt AIRO 114M0t DttIXC (9010 Y MIAIM e M scu la IA%UIb1% RAYS AOI®IAl R1YS A2f1[f,IM R/I:f RMUIOAS fllLl W A116lM I1MU`QO ILV R 00.1D91! Aq 16'Atf Rl %Y: ItQI A.1 fO11; Y11'IBO NAME twQS :w114 RSl1 unA OAIRAafu Builders FirslSource OrlRd1 n9fa M.HI.fOD f.. A0 n.m.. long City The Sknini rM- 22 E 1418 St Sri 32411 RIG Builders n MIN 0 11 11 IIIA 11 II 1A U .1 AIS `lIA INN lA11 r III gill II II Ir A 2a5•0 sea I (4•v e Wee 0 0 0 NOTES: Il Vulf ION 1) RSYS p(11p{ IRMN Vat Al!!1 LLSIafMl:LI RftDRQA Ioa:urAAa ALRew1 aAcc ROVRSMIS f1 1: -In AY to R uww, . W.1010"t 1)A RSVS AQ MIMP-a TAA rACIIYVACM V:fn0 1ffM Wm WWMAS Y M;.w RRI (K :a 9DiV 1) A3 m/f IfJA MVtn t0a 1MS0 to JLtN OMRIet AOID ALL RIA RJn wen t0 Y SYSM I+wR x» onefnt AIRO 114M0t DttIXC (9010 Y MIAIM e M scu la IA%UIb1% RAYS AOI®IAl R1YS A2f1[f,IM R/I:f RMUIOAS fllLl W A116lM I1MU`QO ILV R 00.1D91! Aq 16'Atf Rl %Y: ItQI A.1 fO11; Y11'IBO NAME twQS :w114 RSl1 unA OAIRAafu Builders FirslSource OrlRd1 n9fa M.HI.fOD f.. A0 n.m.. long City The Sknini rM- 22 E 1418 St Sri 32411 RIG Builders ap, V^ RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form U1L°Nc Permit # # 1 8- 1 6 9 2 ( SANFORD Project Location Address 522 E 14th 771 - Bimini 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.floridabuildinct.orcl. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Entry Door FL20461-R3 Sliding Sectional ROTI Up Haas Door Garage Door FL16660.11 Automatic Other 2. Windows Single Hung MI 26 SH FL17676 Horizontal Slider MI SGD FL15332 Casement Double Hun Fixed MI Picture Window FL18644 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 J Category / Subcategory Manufacturer Product Descri tion(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Tamko Asphalt Singles FL18355-R4 Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 qw• a Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name David Ferri Please Print) June 2014 111111/I/, THERMANTRU®5 R DOORS R` 6' 11. IsFiber -Classic. &Smooth-Star.pf Irlll 1111 0R"= 37.75• MAx = se « •: FRAME WIDTH E E9dLW COMPOSITE EDGE — 3 OPAQUE FIBERGLASS SINGLE DOOR zd INSWING/OUTSWING ®® 3a NON -IMPACT' O g Z o' 0 O LA GENERAL NOTES a = ^ lu A r 1. This product has been evoluuated and is In compkmw with the 6M Edition a X O 201 7) Roddo k4ft Code (FOC) dR chRol requirements excluding this High Velocity IARrlcare zone• (HVHZ). >; 2. Product onchon shad be as listed and spoked os shown on details. Arschor embedment to base material shad be beyond wad dressing or stucco. 3. For 2c stud flaming coreltuction. ondwMg of these units shall be the some as c = that shown for 2c buck masonry conshllction. g N d z 4. Site conditions that deviate from the detafk of this drowtng req ft further h IsB en i nee ft arscysis by o licensed engrreer or regMered aWlect. o 'O 5. Rbel40kmic a Smoothdtor Door poneb requi t the use of •J part g w, numbers and moat be stained or painted **in sic months of instadation. o TABLE OF COMEMS ^ ^ ' Sf T4 DESCAGnION 1 It Genal Notes c ^ 2 Door Pond Detah 3 BevaHae i u° 4 8 Ooss msc 5126116 = 6 dV dQosssecAoru IX srxc N.T.S. 7 Crow ora er JK e 8 a Ramo arc e.: LF'S ? 9 1ladwae Detah See Sheet 3 for Hardware SpeclOcations aum M c 10 FL -20461.6 I1 a of Materials sasr 1 a ° n O BOG( DESIGN PRESSURE ASq DESIGN PRESSURE (PSI) CONHGURAflON HA WA IOC[ NAtDWA INSWING OUIIWING POSRIVE NEGATIVE POSITIVE NEGATIVE X s•t/2• latch s DeodboR 60,0 -67,0 160,0 -60,0 x 12• latch t DeodboR 67.0 -67.0 +67.0 -67.0 X N/A Mu1Rpo1M 50.0 -50.0 +50.0 -50.0 OS 07 COMPOSITE HINGE STILE 36ffMAX. DOOR PANEL WIDTH EXTERIOR t. 406* 0 0.7 0. COMPOSITE CAP Ll LOCK STU COMPOSITE HINGE STILE ENGINEERED Wf%nr% BjrFmR IUCANEEKW WOOD) I I INTERIOR HORROUTAL CROSS SECTION 35,813' MAX. DOOR PANEL WIDTH 35,817 MAX. DOOR PANEL WIDTH 2-*'\ HOINONTAL CROSS SECTION PAIVELWPANa41 @MI'Ala Hy1sW Door U, UC — f 0.4w COMPOSITEOMPOSITE CAP LOCK SILE ENGINEERED WOOD) 3 70P RAIL COMPOSITUENGNEERED WOOD) FOAM CORE IPOLYURMME - 1.9 Pa MIN.) INFERIOR EXTERIOR INTERIOR OM33OR QL RBERGLASS SON 10.082-THIL) fiq l: ul-• MiBOTTOMRAILKU2 COMP.) 1.71* -- ri1 VEIMCAL CROSS SEMOU /-41 VEIMCAL CROSS SECTION 2 1 %2 1 Scuk N.T.S. mft A CHL W. LFS FL -20461.6 m 2 or 11 Elf ID cc IL 3 70P RAIL COMPOSITUENGNEERED WOOD) FOAM CORE IPOLYURMME - 1.9 Pa MIN.) INFERIOR EXTERIOR INTERIOR OM33OR QL RBERGLASS SON 10.082-THIL) fiq l: ul-• MiBOTTOMRAILKU2 COMP.) 1.71* -- ri1 VEIMCAL CROSS SEMOU /-41 VEIMCAL CROSS SECTION 2 1 %2 1 Scuk N.T.S. mft A CHL W. LFS FL -20461.6 m 2 or 11 ulnu,,i oma t _:o 4 S d •i3 * = o On 111 1 , ` 0 0 V N •• Z mods 0 4 S 6g = J rc m 4 S d GI ° SEE HARDWARE CHART c N 2 H 1 2 Wh < to yyW WWF V Ft pp O 7 7 i t N • Z U as 52616 Rber-Cktuk/SmooM•Skw Door Pawl OPflow tee, N.T.S. m' Products approved IncAlde of embossed pone! doss and 2 panel recessed pone) doors Sarna opoque panel conflguatlorss ore afowed. ox m US 3 Paneb shown are 1a Itakatbn and am mpmsenta*e o*. 0RAfM N -. a FL -20461.6 u SHM a1L " 0 1iARcwaRE iAeiF MANUfAC1URER IINOk FSI SCHIAGE DEADfOIT: !60 loLoe: slcllATufE sEflEs lcwllaEr DEAD60lT: SiGHATUtE SEtlES (9fg) HOPPE MulnrotHr:NVDGAtT IIIEfMA•TRin 3 pl. Manual Tongue) Od 11111111111] D A,` O.•. 1 . n pi 11 B z d'o i 9 ¢ rZ0 gg ski 8 40 41 42 7 1 am EXTERIOR INTERIOR o9Qcc Ie9G ry 1.1SMI4. Z o VERTICAL CROSS SECTION EMB. ("') s gw E qe Slwwn w/ 2K suds E ouhwinp sham IhnUMp sbllBoq B I o =oB C v a L C e rm0.1SCSINK O.ISCSINK • ITYP) I oz1 dam D D Nz$ 6 7 WauFO' z homOOs^ I' NEOR dTMR NWWm O a. LLLM ziETEROR 23 24 O zQ u 40 41 42 41 42 27 am 5126116SJ. l 29 EMS. CAL N.T.S. PYP.) t Die at. A o' 2 HORIZONTAL CROSS SECTION 3 HOWONTAL CROSS SECITON CML er: LFS 3 qSt. w 2X kk Oulswog 010-1—v *nkI q 5 w t su c OA -ft 0— PM" -AM DUMC In: FL -20461.6 n ow _L OF 1 Z O 1111111111/I// E SRI I 1111 hf1as01Yucky setaxed l0O0 C xdo6 byI11ers cc wyOLm6m 40 41 42 0. 4 7 1 W d m EXTERIOR INTERIOR 0 1 VERTICAL CROSS SECTION ZSShownw/IXsuDbuck g m O 0 9 stloMm l 9 m++ll WV A E W 2W o =o G C O d U 6I.= m O F nF RI 7 • Nzn w Cs IMMKA INTERIOR G Li 0 coIx Z goe NO D O(W1 W spa O• D W Z p OR D(IEiIOR C2324cn 40 41 42 40 41 42 27 A N z I4. 29 1 iyp.) am 5 26 16EMB. B.(TY1YP.) EMB ( WALL N.T.S. 0 3 orc ar: JK o 2 HORIZONTAL CROSS SECTION 3 HOWONTAL CROSS SECTION uoc ft. LFS 3 S Ouh%*v sW— sb1 S Oubw4lg shown W 4g 2mkv) a NO AFL 20461.6 0 S1rtn 5 or 11 0 Is MAX 1-1/4' MBJ. EMB. (TYP.) o DUNN 'M IMIERIOR 1 VERTTCAI CROSS SECTION 6qtlyw/ 4 9//117jamb MOOR BM38OR W 04MR 4 VEIMCAL CROSS SECTION 6I shown Dieet to M, _ ,y. DIRECT TO MASONRY MAX. DESIGN PRESSURE: Ouhwifg orgy w/69/16 pmb w/ STANDARD STRIKE = i 47 PSF w/ SECURITY STRIKE = i 55 PSF r. rr 1-1/1CMW. I I I.1/IMPI. EMB. )NP.) r^r EMB. 2 HOWOMAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 5 HOWONTAL CROSS SECTION 6 Shown DFect to M 6 5Z Direct to Ouhw6ig any w/ 4 9%I6Y6 jamb 6 Outswhlg only w/ 4-7116 oM w/ 69/I jamb 1s MAX g SZv 9 E Z 00 4 rc VWf V 1'1 /f MIN' WE 5/26/16 6 HORROMAL CROSS SECTION or- BY, JK 6 Shown Dtect to Maso111T aw. n: tt's Outswing only w/ 69/16 jamb oiu=o HD-- FL-20461.6 0. FL-20461.6 Notes: I. Sm nem OY 11.18.32 34. 35.36.37.38 a 39 ore anached to jmmbs w/ (3) 08 X 2-1/? pm screws at eoch end Sm nem Ps 16 &33 are anoched to jambs w/ 12) 08 X 2.1/2' pIh screws at eoch and. Sm nem 015Is oltached to jambs W Eng (2) 010 x 7 pph SMS at eoch end. INTERIOR SEE NOTE EXTERIOR 1 VEIMCAL CROSS SECTION k,!,j Mxw6rp m SEE NOTE 1 s • s VERDCAL CROSS SECTION 7 OuISwlrVSm WWFIRMPAP d.—.. d IN 00, iil—q N Z VERUCAL CROSS SECTION 7 lns.N Sm SEE NOTE 1 OISIZ-11 nitS s Yj CD _ > u RZ N i,=u Z u oac: 5126116 ii SML N.T.S. 3 Ds manE cui 3d 3 4 VERTICAL CROSS SEC110N ogee 10L a E MAC Access Sm or11 H o sHO Z OF 11 a 0 o me s N Z u oac: 5126116 ii SML N.T.S. 3 aw sr. JK n oac n: LFS 3 4 VERTICAL CROSS SEC110N ogee 10L a E MAC Access Sm R.-20461.6 n sHO Z OF 11 a I 1 * ( TYP ) HEAD 8 JAMBS PYP.) 2X BUCK SO PSF MAX R C) m0 MASONRY PYP.) 2X BUCK ANCHORING 2XBUCK MASONRY FYP.) wu u wu uwuw 3)18 x 2-1 /4' PRI WS JAMB TO HEAD DETAIL PYP.) FRAME ANCHORING ll 00 O A o L 2X BUCK n J IX BUCK M DIRECT TO N MASONRY D 3 JAMBS r cZ0 PYP•) z 0 o FRAME ANCHORING LE N.T.S. W. JK x' L W. LFS 3 on a FL -20461.6 c II 8 or —LL " ll 00 O A o 1111 n V r cZ0 z 0 y r z it LE N.T.S. W. JK x' L W. LFS 3 on a FL -20461.6 c II 8 or —LL " spur i o O O _ SEE HINGEDETAIL rrYP.) 0110, 2xBuac 28 ITt i : o Gal R •• _ Ix BUCK G C \ g ' $ g MASDIREOT RY M 26 s m ; SEE toNcuE v= 95600. MASONRY $ SIS DETAILIL4 i3 i3 InPd g€ z" 2X BUCK 25 g o 1x BUCK G $ $ 6 a 27 DIRECT TO M MASONRY to p I O o O K LATCH: DEADeaT DETAIL KvATset 2X BUCK SEE LATCH-- ATCH W i DEADBOLT 1 X BUCK G yay 3 DETAIL d p DIRECTTO S SEEEEALATCHi1 " °` m SEE LATCH MASONRY M 31 2X BUCK DETAIL q $ b $ a OEADBOIi c A 3 al1XBUCKG n a IONGUEok Y Y > DIRECT ro M m MASONRY SUB STRIKE PLATE ci 28 0R^ SflIBTE JAMB SWM JAMB HINGE JAMB STRIKE JAMB 2x BUCK N Z Latch and Deodbod latch aid Deadbolt AAu Lock BSIRONCBMWONCENTIR 1X BUCK G F n 2X BUCK 2S DIRECT TO M J MASONRY Ix BUCK G 27 L 2X BUCK 30 DIRECT TO M 8 29 G Ix BUCK $,; o MASONRY = M DIRECT TO t LATCH t OEADBOLTDEULT M MASONRY DIRECT TO MASONRY LATCH A DEADBOLT DETAIL '^ a i MuffooInt oc o n N 2 U LATCH 3 DEADSOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS WL 5126116 N.T.S. Security Deadboll Strike Plate) HINGE DETAIL we. er. JK m CAL W. LFS 3 oftww ML. FL -20461.6 n SHM _2_a_LL H 4.W w1% Tf 2M =1 —N= SJS I'2 5.77' z I _. , Sl 1-3/r (F=2=Composite A*OCUG SM 16 Composite Sm east toed sa sm 7S 90-MUMIrrso 7-W 9mwM-=,m= AdJustoble SO 7-1 /T O 15 mPUBW ACCESS RLRESHOLD4K 4.W @- Cg.! =,=% 5.75 L vfiw.ounMRUHM E IM ft JK I FL -20461.6 1\1111111/Ir BILL OF MATERIALS L OF MATERIALSBIL= SO REM DESCRI/ZION MA1ERUl ITEM DESCM TION MATER1Al 5. 1 A 1 X BUCK (SG >= 0.42) WOOD 25 8 x 2-1 /7' PFH WOOD SCREW STEEL jpj& B 2X BUCK (SG >= 0.42) WOOD 26 8 x 518" PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL t D 1 /4" X 2-3/e PRi RCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL 11 MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL l 111 ZE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL u V G 3/16!'X 3-1/4" RW CONCRETE SCREW STEEL 29 4" X 4"HINGE LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL ALUM/COMP Q Z =U J 1/4"X 3/4" PFH LLCO OR ITW CONCRETE SCREW STEEL 30 o• mnn L 10 X 2-1 /7' PFH WOOD SCREW (1.1 S' MIN. EMBEDMENT) 3/1G X 2-1/4 ITW CONCRETE SCREW STEEL STEEL 31 32 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) INSWING THRESHOLD ALUM/COMP ALUM/COMP 6 E o ZM N 3/16" X 2-3/4" I1W CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP pp 3o b' 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP g SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE COMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP g r 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 4 m 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) o 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) m 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U1) 0 18 OUTSWING THRESHOLD ALUM/COMP 0 u 22 8 x 3/4" PFH WOOD SCREW STEEL 23 10x 3/4" PFH WOOD SCREW STEEL 24 10x 1" PFH WOOD SCREW STEEL ci a0; 8CONCRETEANCHORNOTES: n 1. Concrete anchor locations at the comers may be odjusted to molntoln the min. u m edge dbtance to mortar joLnts. 99 W 2. Concrete anchor bcotions noted as MAX. ON CENTER" must be ocMted to i3omaintainthemin. edge distance to mortar jolnlL addubnd concrete anchors MAX. 8mayberequiredtoerwetheONCENTER" dimension ore not exceeded. o i3. Concrete anchor table., ANCHOR•MIN:. MIN. CLEARANCE MIN. CLEARANCE n TO MASONRY •' TYPE' EMBEDMENT.. = TO ADJACENT. EDGE • . ' ANCHOR e rIw , tie t•t/r TAICON r a Z X52616 = ELCO T/1/,r T•1/P ULIRACON 1' 1' sane N.T.S. i uti er. mJK111A1 • S/16' 1.1/4 ASSIIOWN 1.1/2" ahx W. LfS 3 WOOD SCREW R LSTALLATION NOTES: DRUM NW u 1. Molntaln o mB&nLwn S$ edge distance. lend distance, d 1"o.c. spacing of FL -20461.6 0 wood screws to prevent the spiriting of wood. shhm OF 0 iAPCON Door T -0 - See below 1 door Door Width 16'- 2' Shown See chart below for other NOTE: Tract, conligurauon ota+e the door opening does not o!lecl Ino wind rood rating of the door. Bottom Bra" \— End Hinges Z- Sbu16 SIM Attachment \— trdermedfde KlV Detail C (shed 2 d 3) Detail B (shed 2 d 3) Detdl E (shed 2 of 3) Detall D (shed 2 d 3) Tris product not bel+ e.oluotea per ANSI/GtSMA 108-05 (and -12) for static, air oressure. ihis Oroauct nes teen svaluuteo par ANSI/DASMA 115-05 (ono -12) for large missile impact and cyclic no orescure I tenter PAN C246a 0 R2400SERO PAN C2110 0 82410 SEF ES PAN 024010 82461 SERES PAN 024600 R2480 SUEq PAN 02171 t 82471 GOES PAN 02401482461 s13m PAN c2lin& R24Tl sm" PAN C2011 SERIES PANC24626a24R PAN R256DSERIES PANUDISSERIES PAN 82560 SERIES PAN 82561 SERIES PAN C2411 SERIES PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES PAN R2SW SERIES PAN R2572 SERIES PAN 02511 SERIES Door V#i&bsLQff& up To DTop Bradtd door widths ETAIL A (shed 2 Of 3) I 1 H n i Center Stiles I 5 Cenm Saes 4 Impeq Reshtad 10'-2• 49.7 1 S5 5 SI 4 2 3 r t 1 i 41.5 1 46 3 Slrlgte 5 2 5 2 5 2 leight Shown chart Dr other leights 1 35.7 1 -39 .I Single 6 3 5 2 7 1 Slide Lodt or Lorit Bas Detail O (shed 2 of 3) Manuel door locks aro required unless on automatic operator ,s :nstolled. 1 222' +/- 3' NO 313 34.9 Single 1 1 3 7 1 37 3 YES r r 7 01111 1 3 7 r - NO 21r•? 20.1 1 •22.4 Single 1 9 Bottom Bra" \— End Hinges Z- Sbu16 SIM Attachment \— trdermedfde KlV Detail C (shed 2 d 3) Detail B (shed 2 d 3) Detdl E (shed 2 of 3) Detall D (shed 2 d 3) Tris product not bel+ e.oluotea per ANSI/GtSMA 108-05 (and -12) for static, air oressure. ihis Oroauct nes teen svaluuteo par ANSI/DASMA 115-05 (ono -12) for large missile impact and cyclic no orescure I tenter PAN C246a 0 R2400SERO PAN C2110 0 82410 SEF ES PAN 024010 82461 SERES PAN 024600 R2480 SUEq PAN 02171 t 82471 GOES PAN 02401482461 s13m PAN c2lin& R24Tl sm" PAN C2011 SERIES PANC24626a24R PAN R256DSERIES PANUDISSERIES PAN 82560 SERIES PAN 82561 SERIES PAN C2411 SERIES PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES PAN R2SW SERIES PAN R2572 SERIES PAN 02511 SERIES Door V#i&bsLQff& up To Priswuresj End Stilet Centel SHIN 1 H n i Center Stiles I 5 Cenm Saes 4 Impeq Reshtad 10'-2• 49.7 1 S5 5 SI 4 2 3 1 5 1 2 NO 17.2' 41.5 1 46 3 Slrlgte 5 2 5 2 5 2 7Z-7- O 1t4'-7 35.7 1 -39 .I Single 6 3 5 2 7 1 3 NO 18'•2' 313 34.9 Single 1 7 1 3 7 1 37 3 YES 18'•? 247 1 •27.6 Singe 1 7 3 7 3 7 3 NO 21r•? 20.1 1 •22.4 Single 1 9 1 5 95 11 5 NO 141•? 31.3 I 14.9 Sirx e I 4 2 3 1 5 2 YES 1T•? 31.3 I J4.9 Sirlgte ( 5 2 5 2 5 2 YES 14'-? 313 1 34 9 Single 1 6 3 5 2 7 3 YES Th.s proo6ct is cesignea Gnu sold by pSF. Tne AHJ or Engineer of P,ecard is responsible let dtienT.Wng the PSF required for ony given sive. 4• +l- 3• 1 10t +/_ 3' Janco oiucl,et quonuGes shown ore tar use with g.ode 2 or better southern pine jcmbs. Supporting sin.cturol dements are to be designed by o registered pmfesmonbl engineer to, sbe6fie wind toads. Door HeIght Toml ltd Jamb BAda Sectiats Total / d St M of SEs 6'-0' 4 4 5 6'-3' 4 4 5 6'-6• 4 4 6 6.9• 4 4 6 T-0• 4 4 6 Tom• 5 5 7 T$' 5 5 7 8'-0• 5 5 7 Mo+imum section height is 21 in. Mo.imum door height is 16 ft. All doom, ren triose cow.e the te. teo height, are avo.roble with jarr.b brod.ets or commerciol full angle. The mo.mum spacing of the jemh broclels/troch clips should be maintain". NOTICE: helisedrawingsoreo supolement to the nStallot,on Instructions 'or astandore coon Ont Only cevers those procedures that vary from stondord coor .ns!c1lation It tries. specific proceeures ore not followed, tho door may not perferm as designed. IMPACT RESISTANT BnKket shed 2 d 3) a*d set2d3) Digitally signed by John E Scates, PE Date: 2016.08.04413:41:42 -05'00' r1/ill 111"' John E Scales, P.E. 3121 Fc6gote Drive Ccaallton. Texas 75007 Florida RE # 51737 FL 411666011 Professional Engineer soot p:.rvided ony f« vefificoticn of wino load construction detail,. 1 2 j 3 4 5 6 7 1 8 END STILES PUSH NUT7/i6- • 24w REW 3/4' END HINGE 1/4` xC He+ Wosher Heod IC Go Ccl:anited Steel o \ Seo TAI K for push nut 14 CoConon;reo Steel Self Drdhn g (3 per tiollom Steckel) F PUSH Nl1T 7jt6' p:acement. TEK SCREYr 1/4' t 3/4' He< washer rent BOTTOM BP4CKET I See rTAI Y, for oush nut TEK SCREW Self Oriil,ng (6 pet IlinBe) 13 Co Golvcnitetl Steel placement. t/4' X 3/4• Her washer read Self Dolling {2 per Bracset) NOTE: This screw should RF/ PUSHADJUSTABLETOPFIXTURE rp 1 2 Go y o x locoled beton the prepuncfroaP NUT 7/16- 0 I T E K SCREW p p \ J LOW HEADROOM TOPU BRACKET nolo ono go through the hinge, end stile ono skm odge. See DE ML K for push nut placement. 114` v, 3/4' Hey Washer Hecd e PUSH_ NUT BOTTOM SEAL Self D,.h;ng (4 per Erccket) DETAIL A DETAIL B See16 AI K for push nut LOW HEADROOM DETAIL C E placement. ITOPBRACKET 23e 4 STRUTBIGoMItlfERMED1AtESTILEE 50X RSI n 16 (A Golvo,thea Steel Galloniieo Steel I 4 JAMB BRACKET 12 GO Gdl.dni:lel S:Cl1 A INTERMEDIATE HIifGE tb or 14 Co col:ana Steel3 nU. c I 00 SLIDE SLIDE LOCK or LOCK. BARS Illttrl;;- 1 ( not rlquirec With operator} 11' O iEK SCREW 0 0 1/4' X 3/4' He, washer D TE SCRE71 I j BOLI & NUT _ treed Self Drilling (4 per1/4' X 3j4 He. Washer dead EK SCP,EYr • 1/4-20 X 5/8 Corrioge Q Slide Lock) SeL' Drilling (4 per r:;ngej 1/4' X 3/4' He` Wolthe' eat & 1/4-20 ries wosncr DETAIL D Nut {1 perJOT.D &aakeQ DETAIL E HeeEnder[ e2Svles) DETAIL F DETAIL GIntenned tSelf oWITW>j*. E 0o coI \ 00 000 140TE: y \ L Details on some views omitted for clarity. Double end stiles and end hardware may be requirea on wiaer or heavier aoors. C o 00 O rt 411 - L—J-3 FLAG BRACKET DETAIL K ROLLER BOLT 1\,Q aMa RESIDENTIAL & LICHT COMMERCIAL COMMERCIAL ` \ There should bee Pt 5/l6 x CO.A6fERClAL For S1ord»ro, Hi h For Stannorc, High 2" Diameter aminal 1 9 9 r4 Flo s '• / 1 5/8' tog gat 1 g Bracket). 51757 For Low Headroom 1e `/er;Ecol Lift .4 Vertical Lifte space of I/4` between Eleven 9x11 Nylon or ten Ball Steel ll ik id;th 2' Track and MOT 2" Track cnd 'Kith 3" Trcck and the roller hub and the .vi outside edge o, the a Minimum Workable 5 BOLT & PWT Single End Stiles Single Eno Stiles Single End Stiles roller holder which is Shalt Length Shown. set by the push nut mM 1/4-20 x h 1/4-20 5/E' Troc• Boll 4/ ' 8T1QEa , Het Wosher Nui V nOR B 2 for Har;7ontol DETAIL H ` Jerlicol Tmck) 2 for `.;a 10. \ IT u;n. WOR SKIN 1en John E Scates. P.E. of I' - prnonol 25 Co C.N.N,ee Pcintw Steel {'- of I' 3121 Fdryete Drive Ceircllton, ie<os 75007 IMPACT RESISTANT Fforido Pr. 9 51737 LI j 04®' Professtonol Engineer seal p'avtoed onkj forFL16660.11 boa detoifs. CO`IMERCIAL HEAJf DUTY COMMERCIAL HEAVY DUTY I vedficoticn of wind construction For Standard. Hrgh & For Lor. Headroom With T L 'B=HP• vERtlut TPfd• - Y VerliC01 Ldt With 3" Track 3" Track and DDuble 5/18' x 1 5/8' Log Bal 6 2' 00. 13 Go Golwmree SI-I rlorr:ea Pf000 Jw6 y lesreo. 'o-b OEfC I Tn! 1b1DIBTMSwmgm^ A and DavCte End Stiles End S61es 7/16' Lo slot woawa 3' N„n,,,cl 13 Go NOTE: Jc na w-chi t must Y. ;n Ne .wuea eocd rs also 1 toetene.0 11111 counter wnY wm u) ll dI : Aga), RiSUt6 yiy,H"M tdl'-t ccntxi ftn Ire 2,6 (No epprowlo oe on eltemo:a to orcoeo a ftot rrw.rMingALTERNATEBOTTOMBRACKETSourloceAce }omb oltocnmenl W1 R N4308FOHW4l1 HT.2 v ! Rti. D d,ywoll peoweo) tN=: The lloilon broombroomRiled (unown N DEi4n 1 is nc tl nledi Drocret fT16 not weeMr rrcl reou+n deto8s an sheet 3 for ohocn.nq Temee to tM et:r-tune. is tlRs! 4117114 lo M MVS o+aloW4 for aarta mount. 104 r I1(Qt m' 1 2 3 4 1 5 1 6 1 7 1 B FASTENER F PAST HEADER CONTINIE - 1 0 0 E MODEL NUMBERS MODEL NUMBERS AVAILABLE OPEPLNG -. HEIGHT 2 x 8 GRADE 2 OR BETTER SOUTHERN PAN C2011 SERIES SEE CHART T WOOD JAMB ATTACHMENT PAN C2015 SERIES TO BUfLDING STRUCTURE. PAN C2411 SERIES PAN C2415 SERIES MAXIMUMON D PAN C2511 SERIES CENTER SPACING 1 PAN C2410 & R2410 SERIES a I I It PAN C2460 & R2460 SERIES FIRST FASTENER 1.1018•l1 PAN C2461 & R2461 SERIES ABOVE THE FLOOR OPENING PAN C2471 & R2471 SERIES WDTH PAN C2472 & R2472 SERIES PAN C2480 & R2480 SERIES PAN C2481 & R2481 SERIES C PAN C2482 & R2482 SERIES l PAN R256PAN 1 SERIES ``/ PANR257SERIES 1SERIES ``, r tti••• ' i PAN R2572 SERIESr 110.51717 PAN R2580 SERIES PAN 82581 SERIES NOTE: DIG nlouaed to the wall meat be SouLhm Pine Graft 2 a Dada. 5411E Of PAN M582 SERIES '• ' • John E Scores. P.E. 3121 Foirgcte Drive Cdnolilon, Tewos 75007 IMPACT RESISTANT Florido P.E. # 51737 FLlf16660.11 Prolessionol Engineer seal provided only lotveriheotionof .ind boa construction detoiis. 013C2MIk IorPAN 20MS swtmtneD sEc nCNAL Dom A It In UESONMISIMa+31.".OM t talmc Ivt x0000ltwl n ata I v t IRe o sy— nam utvll noaar: taus m a .• 60m q: See Shat 3 WOOD JAMB ATTACHMENT YMYe MN111T I4 R AdrE S °Itt C re FaStetler Typo u•e1 E.P cwir a tr. i ro En°'O""osno eo.d'A Ise Mh 2500 PSI b Tapmn • IPL18) x• 2.5? 5.00' 21• 551 1000 PSI Calosb 111• MI t' 00 wotl a Southern Pro 1 q 15P 1.50• 1.50' 21' 482sync. Pita Firpt.svt.so•t.so• x1• S Date: Quotation #: Quote Name: Job Name: 1Lem Drawing Summary 11/1/2016 Q-519445 Stella Homes None Q1X Descri tpion I COMPLETE DOOR; 16'-0" X 7-0" 4-4 R2560S; STAMPED STEEL CARRIAGE NI SANDSTONE; I OK TORSION 12" STD 2 BRKT WOOD; 1"TUBE; (2) SIDE LOCK; I I -BALL NYLON; 14 ga Hinges; 4- 3.5x4 E Strut; TRK BRKT LOOSE; SPRING LOOSE; DEC. HANDLES; HINGE STRAP 4; WINDLOAD: FL +31.3/-34.9 PS F; I M PACT RATED (16660.11 - 115); Name: Phone: Address: Reference 320 Sycamore • Wauseon, OH 43567 Configuration # C -802645-W Door Drawing Track Drawing Torsion Spring Drawing Haas Door (I of 4) VIEW OF EXTERIOR SEE SPRING DRAWING FOR SPRING ANCHOR AND SHAFT SUPPORT SIZE AND LOCATION. I DOOR WIDTH I r INTERIOR ELEVATION V20GA C -SHAPED STEEL STILES Q ALL HARDWARE ATTACHING POINTS, MECHANICALLY FASTENED TO THE STEEL SKIN. CENTER HINGE DETAIL ADDITIONAL NOTES: AVAILABLE SECTION HEIGHTS ARE 21' AND 24'. NOMINAL THICKNESS OF SECTION WITH END STILES TO BE 2'. STEEL SKINS TO BE PRE -PAINTED WITH A URETHANE PRIMER BASE COAT AND A BAKED -ON POLYESTER TOP COAT. INTERIOR COLOR IS WHITE. 17 GA. GALV. STEEL ROLLER TOP ROLLER BRACKET, FASTENED TO END STILE WITH (4)1/4-20 X 3/4' SELF TAPPING TEK SCREWS. MINIMUM 18 GA. GALV. STEEL ROLLER HINGE FASTENED TO END STILE WITH (4)1/4-20 X 3/4' SELF TAPPING TEK SCREWS. 25 GA. HOT DIPPED GALVANIZED STEEL DOOR SECTION. MINIMUM 13 GA. GALV. STEEL BOTTOM ROLLER BRACKET FASTENED TO END STILE WITH 3)1/4-20 X 3/4' SELF TAPPING TEK SCREWS. BOTTOM ASTRAGAL SIDE ELEVATION OF DOOR 41-1/2' 16' 1 PANEL DIMENSIONS 320 St. Wauseon, Ohio 433 567 0 Copyright 2014 DOOR DATA Job Name Stella Homes (0.611 anal Num C -802645-W Door Color Sandstone Door Width I 16-M Door Height I 7-0" Section MODEL R2560 4 Ouamny Ouantity of 4 Panels Spring Cycle 10K Ufa Spring 2 Ouantiry Lite in Panel NONE No Ufa in Section NONE N. Sect Heights 21,21.21. 21 Blm to Top) Operator (by No other) 1-1/2' x 1-1/2" x 13 GA. GALV. STEEL HORIZONTAL STIFFENER HEADROOM rL CO) O U) W W z = JfY 0W0 zW 0 BACK ROOM ROOF PITCH TRACK 1 HORIZONTAL TRACK SUPPPORT BY INSTALLER TO SUIT) GALV. STEEL TRACK TAPERED Q 1/8' PER FOOT TO PROVIDE A WEDGE TYPE CLOSING ACTION. TRACK BRACKET Q 24' ON CENTER (TYP.) STANDARD LIFT 1-1/2'x 1-1/2' x 13 GA. STEEL ANGLE 5/16' DIAMETER BOLT OR WELD ALL CONNECTIONS TYPICAL) GALVANIZED STEEL HORIZONTAL TRACK HORIZONTAL TRACK SUPPORT OPENING WIDTH 3-3/4' MINIMUM CLEARANCE OPENING MINIMUM Stella Homes (o-519445)-7 WIDTH CLEARANCE Architect NA Contractor JAMBS BY OTHERS JAMB SEAL NA bor Scheduk BY OTHERS) Door WKIth 12 GA. GALV. STEEL Door Height T-0- TRACK BRACKETS 12' Radius Root Pitch None 2'-W O.C. 93 Headroom 11.5 2" GALVANIZED STEEL TRACK 104 Drawn By dnbsp; Date FASTENED TO TRACK BRACKETS WITH 1/4-20 x 1/2' HARDWARE. 14 GA. GALV. STEEL ROLLER HINGE FASTENED TO END STILE WITH (4)1/4-20 X 3/4' SELF TAPPING TEK SCREWS. SIDE ROOM CLEARANCE 2" STANDARD LIFT BRACKET MOUNT DOOR DATA Job Name Stella Homes (o-519445)-7 serial Num G802645 -W Architect NA Contractor NA dsmWtor/ Deafer NA bor Scheduk NA Door WKIth 16'-0' Door Height T-0- Lift Type 12' Radius Root Pitch None enter Una of Shaft 93 Headroom 11.5 Backroom 104 Drawn By dnbsp; Date 11MM6 320 Sycamore St. Wauseon, Ohio 43567 0 Copyright 2009 DOOR WIDTH 7-1/2' LEFT HAND CABLE MIN. RIGHT HAND CABLE DRUM (RED) rr DRUM (BLACK) RIGHT WOUND SPRING RED CONE) SPRING ANCHOR OF DOOR LEFT WOUND SPRING BLACK CONE) CABLE CENTER OF SHAFT 0 RIGHT WOUND SPRING 0 LEFT WOUND SPRING 320 Sycamore St. STANDARD LIFT WITH (2) WOSCopyright201367 SPRINGS ON 1" TUBE SHAFT DOOR DATA Job Name Stella Homes (0-519415).1 ienal Num G802645 -W Door Model R2560 Door Width 16'-0' Door Height 7'-0' Springing Weight 329 Lift Type 12' Radius Spring cycle Life 10K Cod Inside Diameter 2' Wire Size 262 Spring Length 36 Spring Turns 8.0 IPPT 93.9 Total Torque MIP) 7485 Drum 400.8 Cade Diameter to Cade Length 105 Center Line of Shah 93 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL- EXTRUDED ALUMINUM 6063—T5 6. UNITS MUST BE GLAZED PER ASTM E1300-04. WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 12 FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. X0, XX, XP, PX, XIP, PIX. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REVISIONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON—REINFORCED NOTES DRAWN: I REV F.A. 1 08-00498 D 04LE NTS IDAE 02/23/09 S"EET 1 OF 10 SIGNED: 10/722015 I FI HI SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS fl AND 02 FOR OTHER UNITS RATINGS REWSIONS 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX r 17" D.C. I I 6" MAX APPROVED ADDED CHARTS 17" MAX O.C. O X a 10" T R.L. ADDED FLANGE AND nN INSTALLATIONS IAX AME L 6" MAX ICHT REVISED INSTALLATION DETAILS SERIES 420 SGD EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.0PSF NONE SEE CHARTS fl AND 02 FOR OTHER UNITS RATINGS REWSIONS Frame Single P6nel and Total Frarte VNdth (in) D6GaPnON DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND nN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. CHART01 6" MAX WHERE WATER INRLTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (ps0 Frame Single P6nel and Total Frarte VNdth (in) Height in) 30.0 36.0 420 46.0 60.00 72.00 64.00 96.00 Pos I Nag I POs I Nag I Pos I Nag I Pos I Neg 60.0 400 1 551 1 400 1 482 1 400 1 434 1 400 1 400 CHART a WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (pso Frena Panel and Total Frans VNdth (n) Height 30.0 36.0 42.0 48.0 In) 60.00 7200 61.00 96.00 Pos Nag Pos Nag Pos Neg Pos Keg 60.0 72.0 64.0 96.0 60.0 Ss.1 55.1 48 2 1 48.2 1 434 1 434 1 40.0 1 400 CHART 03 Number of encho Foca dons squired Single Panel and Total Frame VNdth (in) Frame Height 30.0 36.0 42.0 46.0 ni 60.0 72.0 64.0 96.0 H&S Jamb H6S Jamb H6S JmbHSS Jamb 60.0 s s 1 s 6 1 5 1 6 1 s MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED ELEVATION SIGNED: f0 MIS ENs'9tpi vv ORANN: ON'O NO. R£V moi • F.A. 08-00498 0 1B D ME NTS — 02/23/09 T2 OF 10 E N FR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17' 6' MAX`r MAX O.0 I 6' MAX SOP Panel and Total UM WIdtA (G1) 17' MAX O.C. T_ D" O X a AX GHT 6' MAX 6' MAX 1 SERIES 420 SGD EXTERIOR VIEW 2) ANCHORS PER LOCATION DESIGN PRESSURE RATING IMPACTRATING AT SILL SEE CHART #4 t40.OPSF NONE FOR NUMBER OF LOCATIONS REQUIRED SEE CHARTS 01 AND 02 SHEET 2 FOR OTHER UNITS RATINGS REWSONS SOP Panel and Total UM WIdtA (G1) DESCRww" DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L REVISED INSTALLATION DETAILS 07/30/15 R.L. J'MARY d Number otancborlocations required SOP Panel and Total UM WIdtA (G1) Frane HegM 30.038.0 420 48.0 n) 60.0 1 72.0 84.0 96.0 H&S Jamb H&S Jamb H&S I Jamb NQS I Jamb 80.0 4 5 5 5 6 5 8 5 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON—REINFORCED FIN ELEVATION F.A. 1 08-00498 wuc NTS 104TE 02/23/09 1 SHEET OF 10 SIGNED. 10222015 REV(SONS 10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR WOW FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARTIY. 2. PERIMETER AND JOIIVrSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTTH ASTM E2112 E SET INi I APPROVED SEALANT N 10 WOOD --- _J_ SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING 0072)(BUCKINSTALLATTON BY OTHERS MIN HENT MIN. STANCE SIGNED: 10/2222015 MI19000WS DOORS LLC 1/2" MIN. LAKESIDE PARKWAY``\`\` 51 9 REV DESCMPRDN OA1E APPRmo nTAT OFS W; EDGE DISTANCE DRAWN: DWc No A ADOED CHARiS 03/05/t2 RL 1VA' 1`\ N su1E a1ENTS 02 23/09 4 OF 10 B REVISED PER NEW TESTING 10/29/13 R.L. 1 3/8" MIN C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. WOOD FRAMING OR 2X BUCK EMBEYMENT D REVISED INSTALLATION DETAILS 07/30/15 RL BY OTHERS 1/4" MAX. SHIM J10 WOOD SPACE 1 3/8" MIN 1/4" MAX. SCREW EMBEDMENT SHIM SPACEr 1 INTERIOR i MIN. EDGE DISTANCE r1 F___l 10 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR WOW FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARTIY. 2. PERIMETER AND JOIIVrSEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTTH ASTM E2112 E SET INi I APPROVED SEALANT N 10 WOOD --- _J_ SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING 0072)(BUCKINSTALLATTON BY OTHERS MIN HENT MIN. STANCE SIGNED: 10/2222015 MI19000WS DOORS LLC Ir 0'', iLAKESIDEPARKWAY``\`\` 51 9 FLOWER MOUND. TX 75028 GEN;pF SERIES 420 SGO_ 96"X 80" NON-REINFORCEDPClor FRAME INSTALLATION DETAILSFRA nTAT OFS W; OaDRAWN: DWc No REv 08- SO OT498 0 1VA' 1`\ N su1E a1ENTS 02 23/09 4 OF 10 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4' MIN. EDGE DISTANCE Qq 1/4' MAX. A A ® B r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR ILL TO BE SET IN 1 BED OF 1PPROVED SEALANT 3/4' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T 3/4• Mll EDGE DISTI I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS DESCRIPIIDN DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R L. REVISED INSTALLATION DETAILS 07/30/15 R L. 7ycmgw l JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWC NO. F.A. 08-00498 CA" NTS DATE 02/23/09 ISmEu5 OF 10 SIGNED. 1012WO15 S RE IY OSP 9Q0 •ss REV D CONCRETE/ ' MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR 2 1/2" MIN. EDGE DISTANCE a 1 1/4" MIN. a EMBEDMENT 1/4" MAX. SHIM SPACE 1 f 3/16" TAPCON INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT a• 1 1/4" MIN. u EMBEDMENT p '. . . a I• VERTICAL CROSS SECTION CONCRETEAIIASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE REVWNS DESCRiPIW" DATE I APPROVED ADDED CHARTS 03/05/12 R L REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 RL 1 1/4" MIN. EMBEDMENT J 1/4" MAX. 2 1/2" a 'jl r SHIM SPACE MIN. I INTERIOR EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY DBYOTHERS EXTERIOR OPTIONAL IX BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETHMASONRYINSTALLATON SECURED SEE NOTE 3 SHEET 1 NOTES: Y. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, Mor SHOWN FOR CLARRY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WTTII ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON—REINFORCED FRAME INSTALLATION DETAILS DRAWN. DWG N0. F.A. 1 08-00498 Se" NTS I DADA 02/23/09 s"M6 OF 1( SIGNED: 10/722015 0/',' 810 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3E SET IN F APPROVED SEALANT MIN. WENT MIN. CVVC DISTANCE 810 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS t— EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK IMSTALLA TON SIGNED: 10222015 MI WI9 LLC R I!LT0 OOLAKESIDD PDOOVR Y J\$ (/z FLOWER MOUND, TX 75028 oENS •S+i 0 ps REV REVISIONS DESCRIPTION DATE APPROVED i'•.'2'OR10• A ADDED CHARTS 03/05/12 R.L. 08— 78OF 8 REVISED PER NEW TESTING 10/29/13 R.L. 1/2" MIN. C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL WOOD FRAMING EDGE DISTANCEOR2XBUCK D REVISED INSTALLATION DETAILS 07/30/15 RL BY OTHERS 1 3/8" MIN. 12L EMBEDMENT 1 3/8' MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1/4" MAX. SHIM SPACE T- 1/2' MIN. INTERIOR EDGE DISTANCE DF810WOOD SCREW I I I 810 WOOD SCREW I WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3E SET IN F APPROVED SEALANT MIN. WENT MIN. CVVC DISTANCE 810 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS t— EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK IMSTALLA TON SIGNED: 10222015 MI WI9 LLC R I!LT0 OOLAKESIDD PDOOVR Y J\$ (/z FLOWER MOUND, TX 75028 oENS •S+i 0 psSERIES420SGD 96" X 80" NON—REINFORCED FLANGE INSTALLATION DETAILS 0l OF Q i'•.'2'OR10• DRAWN: oAc Na Lav 08— 78OF D SBIIINA11 4`` CUE °` NTS 02/23 09 10 3/4" MIN. EDGE DISTANCE METAL __-- iSTRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR ILL TO BE SET IN I BED OF IPPROVED SEALANT 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLAnoN NOTES. 1. INTERIOR AND EXTERIOR KNISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 I- 3/4- 3/4" MI EDGE DISTI L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS OE9CAwnom DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGO 96" X 80" NON -REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DMC NO. F.A. 1 08-00498 V^E NTS IGATE 02/23/09 s"EU8 OF 10 SIGNED: 101=015 2 1/2' MIN EDGE DISTANCE kA 1 1/4" MIN. G EMBEDMENT CONCRETE/ L MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR INTERIOR REVISIONS DESCRIPTION DATE I APPROVED ADDED CHARTS 03/05/12 RL REVISED PER NEW TESTING 10/29/13 RL ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL REVISED INSTALLATION DETAILS 07/30/15 RL 1 1/4" MIN EMBEDMENT MAX r SHIMHIM SPACE 2 1/2" o MIN. EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY ° BY OTHERS INTERIOR EXTERIOR SILL TO BE SET IN A BED OF 3/16" TAPCON APPROVED SEALANT OPTIONAL 1X BUCK JAMB INSTALLATION DETAILft0BEPROPERLY SECURED CONCRETEiMASONRY INSTALLATIONI[[ SEE NOTE 3 SHEET 1 MASONRY/ -\ CONCRETE BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE a 1 1/4" MIN. DESIGNED IN ACCORDANCE WITH AS TU E2112 e EMBEDMENT SIGNED: 10/22/2015 1/2- MIN MI WINDOWS AND DOORS LLC x 1111/p/ EDGE VERTICAL CROSS SECTION LOW LAKESIDE PARKWAY FLOWER TX 75028 J,.•., fj'/ CONCRETE44ASCNRYINSTALLATION MOUND, SERIES 420 SGD 96" LA X 80" NON -REINFORCED FLANGE INSTALLATION DETAILS_ OF AWN. DWG NO SAT REV 'I'OR1O; ••\ F.A.08-0049 D ATEutNTS 02/23/09 E980F 10 REVISIONS 1/4" MAX REV DESCRIPTION DATE APPROVED WOOD FRAMING BY OTHERS 1 I f SHIM SPACE A ADDED CHARTS 03/05/12 R L. B REVISED PER NEW TESTING 10/29/13 R.L. 8 WOOD C ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 RL SCREW INTERIOR D REVISED INSTALLATION DETAILS 07/30/15 RL 1 5/8" MIN EDGE DIST MIN El n EMBEDMENT TRIM 1 1/4" MIN INTERIOR EMBEDMENT MASONRY/CONCRETE APPROVED SEALANT BY OTHERS BEHIND FIN EXTERIOR 1 X BUCK BY OTHERS, 7/16" MIN HOOK STRIP 1X BUCK TO BE EDGE DISTANCE PROPERLY SECURED 3/16" TAPCON JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION 1/2" MIN. MASONRYAVNCRETE APPROVED SEALANT 2X BUCK OR EDGE DISTANCE BEHIND FIN 1 1/4" MIN WOOD FRAMING EMBEDMENT BY OTHERS METAL STRUCTURE 3/4" MIN EDGE DISTANCE 8 WOOD WOOD BY OTHERS SCREW FRAMING TRIM BY OTHERS 1 3/8" MIN TRIM 1/4" MAX INTERIOR SHIM SPACE EMBEDMENT T INTERIOR 7/16" MIN J EDGE DISTANCE HOOK STRIP I 10 WOOD HOOK STRIP SELF DRILLINGDSCREW t S#10CRSCREW PANEL D EXTERIOR INTERLOCK PANEL EXTERIOR INTERLOCK EXTERIOR INTERIOR HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION2rSUCK4VOODFRAMING METAL STRUCTURE SIGNED: 10/22/2015 MI WINDOWS AND RS RENIS WOOD uvcoaR2 euScaSNS AL ATION TD00oiaLLC ER r+ sF FOR SILL INSTALLATION SEE SHEETS 4.9. SERIES 420 SGDNOTE X NON—REINFORCED LINTS' INTERIOR AND FINISHES, BYOTHERS FIN AN OKANDHOOK INSTALLATION DETAILSMDTSH 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE. DRAWN DWG No RID Zutilu; • ; DESIGNED IN ACCORDANCE W MAS7ME2112 08 SCALE NTS S"T190 OF 1002/23/09 4' MAX. TO BE LOUAL-Y SL'ALLU, SEL INC HFiR CHAR' - SHEET 1 FOR P: SIZ AV _t ANC•,OR 36" MAX. FRQJE WIDTH i O 84" MAX. FRAME HEIGHT i X A_ _ 4" VAX f SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 40.01-50.OPSF NONE Number o/ anchors squired at each jamb HeOtl In) Panel w101n pn) 24.0 3" 36A 24.0 2 2 2 JOA 2 2 2 6.0 3 3 3 42.0 3 3 3 46.0 3 3 3 5" 3 3 4 60.0 4 4 4 660 4 4 4 720 4 4 5 76.0 4 4 5 64.0 4 5 5 TABLE OF CON-ENTS SHEET -NO. - DESCRIP-ICV E.EVATIONS, A.NCHORNG LAYO;JS AND NOTES 2 - 3 INSTALLATION DETAILS fl7510Y5 REV DESMP70N DATE APPR&T: NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MARJF.ACTJRED TO COMPLY WITI• REOJ REVENTS OF THE FLORIDA BUILDING CODE 2) WOCO FRAMING AND MASONRY OPETbNG TO BE CES:GNED AND ANCHORED TO PROP, -RU( -RANSFER AL, LOADS TO STRUCTURE PRAM.NG AND MASONRY OPEN NG IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPT'ONAL WdERE 1X BUCK IS NOT USED DISSIM LAP MATERALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION CF COATING OR MEMBRANE IS THE RESPONS:BIJ7Y OF THE ARCIIIIECT OR ENGINEER OF RECORD 4) ALLOWABLE S"RESS INCREASE OF 1/3 WAS NOT USED IN T lE DES,GN OF TrTL PROD -CT S' OWN HEREIN. WIND LOAD DURA -.ION FACTOR Cd=1.6 PIAS USFD FOR WCOD ANCT-OP. CAL--U--A-.,ONS. 5 FRAME MA-ER•AL: EXTRUln RIGID PVC 6) SASH U 47S MUS- BE REINFORCED W11 H G -45 -020 STEEL REINFORCEMENT MEETP.G PAI:; MUST BE RFNFORCFD WITH RF -104S-090 S- EL RERI%ORCEMFNT. 7) UNITS `RUST ?E GLAZED PER ASTM [1300-04 8) A;DPPCVED IMPACT PROTECTIVE SYSTEM IS R_OUIREO FCR 1HIS PRODUCT IN WIND BORNE ')FBRIS RFGIC'JS. 9) SHIM AS RFOUIRED AT EACH 'NSTAI LATION A.NCH-R Wl n _OAD BFARING SHIM. SHIM WHERE SPAC, OF 1/16" OR GREATER OCCURS. MAXIMUM ALIOINABLE SH,M STACK TO 3E 1/4". IO)FOR ANCHORING INFO MASONRY/CONCRETE USE 3/16" TAaCONS WIIII SUF'x;LNI LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDZ- INTO SUBSTRATE WITH 2 5/8" M NIMUM EDGE DISTANCE LOCATE ANC -CRS AS SHOWN IN E-EVA71ONS ,AND• 1NSTALLA-'ON DETAILS 11) FOR A',CHORIN G INTO WCCD FRAMING OR 2X BUCK USF #8 WOOD SCREW WITH SUF=ICIEN- LENGTH TO ACH'EdE A 1 3/ 6- MIMMJM EMBEDMENT INTO SUBSTRATE. _CCATE ANCHORS AS SHOWN N ELEVA- CNS AND INSTA`LATICN DETAILS. 12) ALL--XSTENERS TO BE CORROSION RESISTANT. 13) INSTALLATION ANCHORS SHALL BE 'NSTA__ED 'N ACCQRJANCE 'N'TH ANCHOR MANUFACTLR R'S INSTALLATICN INSTRUC-IONS, AND A`CHCRS SHALL NOT BE USED IN SUBS7 ATES PL1H STRENGTHS LLSS THAN '+E MINIMUM SFRL'VGIH Sc'E:;.--IEC' BE OW' " A WOOD - MIN MJlA SPFCIFC GRAVITY OF G=042 B C UNCRETE M NIMUM. COMPRESSIVC STR_NGT - OF 3.192 ?S, C MASONRY - STRENGTH CONFCRVANGE TO ASM C -9C, GRADE N, I -(PE 1 (OR GREATER). I - SIGNED: 10/21/7011 M650WINDOWSD DOORS MARKET GRANTZ, PA 17030-0370 vJ•GENy:tp SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW Ott• 0 yt= STEEL REINFORCED - NON -IMPACT 36" X 84 - ELEVATION, ANCHORING LAYOUT AND NOTES T OF •ova 08-,072 SCAL7NTS iD/17/11 1 OF 3ADAr I RLN :ESCR P -10h DATE APPANTO X 3LCc/V1000 FRAMING B° CTI -ERS, 2X BLCK TO BE OROHLRLY SECURED \ F.ANGE TO BE JSETINBEDOF1/4- MAX. 1 3/'6" LAIN 1/4" MAX APPROVED SEALANT SHOP EM3EDM=NT i SH M HEAD TO BE SET i IN A DED OF APPROVED r io WOOD SCREW CONSTRIJCT10N SEIANT - INTERIOR X 8:;CK/WO0 FRAa11'JG BY OTHERS, 2Y, BECK TO L- 1 I EXTERIOR I INTERIOR 5L PRO-IERL' SLCLR-D xx\ EXTERIOR F1i\3E TO HE _ SE` IV BcJ CE SII I. TO 6F SE- IN APFRO ED SEAL A14T HORIZONTAL CROSS SECTION I BED OF APPROVED 2KSUCKiWOODFRAMING INSTALLATION CCNSTP.UCTION ADI.ESVE I , FANG_ -0 BF 1 3" MAX. S=T t% BED OF \ u7 0 - SH M APPRCvED SEALi T NOTE. INTERIOR AND EXTERIOR CLAFINISI- ES, BY 0?HERS, FOR CLANOT5^GWV FGR f21TY. rvu llllrri,, 2K BUCK/i4MI ,WINDOWS AND DOORS BY OT-iEP.S, 2X BUCK TO 000 FRAM NG VERTICAL CROSS SECTION 650 WEST MARKET STREET `J S :t • 04/7, BE PROPERLY SECURED 2X8UCK1VN0U0DFRAM/NGINSTAATION GRANTZ, PA 17030-0370 : V.•\+ENB.ii"S SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW * 0 STEEL REINFORCED - NON -IMPACT 36" X 84O SiTINSTALLATIONDETAILS eaArm oxc no a v'B;cCpRIO •0\ E NTS -E 10/17/11 08-01372-- 2OF 3 MASONRY/CO".CRE-E -- By CTt-ERS '_1 EMBEDMENT OP70144- 1X BUCK 3( I •, 4 SFIW OTHERS',, 1Y 8-'-^K TO 3E, a 1 PPOPEPL'( SEC.,REC SEE NOTE 3 SFEET I BY OTHEp5 B= 1/4" MAX FTIV F,Fa 07 SHIM A'='ROVE) 'SLALANI 1J HEAD TO 9E SFT IN A 13ED OF APPR )VLD CONSTRUCTION SEALANT EXTERIOR FI.A\GF TO F.= S_TIN SLC C;_ APPROVED S:A-AN. INTERIOR SILL TC BE SE- IN BED OF APPROVED CONSTRUCTION ADIIESIV_ 1/4- MAX S-I.V OPIICNA_ 1X B'_;x 9"J ° I MAS0%RY/CONCRLIE OTHERS, 1X BUCK TO 9E • , . . ' BY OTHERS PROPERLY SE^_JRFD SFE NO 3 ShL_1 VERTICAL CROSS SECTION MASONRYi1CONCRETE WSTALLATCN u _ _ ..... - - _ RCWW S — 1 csc"ll" oFrc , I 1 I I11/4" WN 4" MAX. IEMBEDMENTSFIW MASONRY/CONCRETE -` 3/16" TAPCON I BY OTHEp5 INTERIOR j 7- 2 5/8" MI,. 2 ECCE DIST. 1 OPTIONAL IX BUCK BY EXTERIOR II OTHERS, 1X BUCK TO DE PROPERLY SECURED SEE FLANGE TO BE NOTE 3 SHEET 1 SET IN BED CF AF FRO'vED S -LA -AN T I HORIZONTAL CROSS SECTION MASONRYICON/CRETE WTALLAT/OM IE E NOTE. INTERIOR AND `-XTERIC FIN SHES, BY O -HERS, rt NCT SHOWN FOR C.AR'TY. NDOWS AND DOORS 1111111 Ii WESTPMAR7030S0370 v•v 0 9R I LESS PVC SINGLE HUNG WINDOWCEDESERIE NON -IMPACT 36" X 84 yrao. STALLATION DETAILS NVl08-0137270AW 0117 11 3 OF 3 f i NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO CCMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER, ALL LOADS TO STRUCTURE FRAMING IS THE RESPONSIBILITY CF THE ARCHITECT OR ENGINEER OF RECORD 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DES:C;N OF THE PRODUCT SHOWN HEREIN. ,WIND LOAD DURATICN FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVLJ IMPACT PRO-ECTNE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT ;N WINO BCRNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCJMENT APPLY ON -1 TO MULLION WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC 7) DESIGN PRESSJRE Oc MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRF'SS,,RE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS S,NGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS AhC-ICRED AS SHCWN HEREIN 9) MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT DESIGN PRESSURE TABLE INSTRUCTIONS. 1) DE -INE REQUIRED D_SGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16 2) DLTERMINE TRIBUTARY WIDTH AND MUL_ION SPAN BASED ON PRCDUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (JNIT HEIGHT) AND TRIBUTARY WIDTH AT THE NTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTAR" WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2 MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED :N STEP 1. TR'BUT.ARY WIDTH = WI + W2 2 DM91F IDN REVISED INSTALLATION DETAILS ANCHORING VOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4 3) ALL FASTENERS TO BE CORROSION RESISTANT 4) INSTALLATION ANCHORS SHA.L_ BE- INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI, C. MASONRY - STRENGTH CONFORMANCE TO .ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE -DRILLED BY MANUFACTURER. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-2302 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES DRAW OviD r+o - V.L 08-01447 - scNE NTS IDATE 01/11/12 1 s"1 OF 3 s DATE 08/07/15 R.L. I SIGNED: 08/07/2015 b••GE SF:p i - 00 MOt Df I j1A11116\`` 37 3/8" COVE-NED WIDTH I W' -{ F- w2 -{ 83" FRAME HEIGHT WINDOW WINDOW MULLION SPAN) J f 107 3/8' C01,19INED WIDTH W1 8T-` 1 , FRAME I INDOWHEIGHT WINDOW MULLION ; SPAN) law 107 3/8' COMBINEd WIDTH W1 -[-W2 1 8 FRAME 7NDOW WINDOW HEIGHT MULLION SPAN) REMONS EV OESMPTION A , REVISED INSTALLAT7074 DETA'LS F107 3 707 3/8" F_ 707 3/8' - COMBINED WIDTHCOMBINED WIDTH BIN WIDTH wt -{ w2 wt --{ w2 wt --{ w2 I I I l FR " WINDOW i FRAMER " J WINDOW cRa" WINDOW , HEIGHT W/NDO WINDO HEIGHT I HEIGHT WINDOW MULLION (MULLION / (MULLION SPAN) - 4 _ - ! SPA N)_` - SPA N) L-AIII, W1 --I! F^ W2 / WI --iF^ W2 W - -"iF- W2 107 3/8" 107 3/8" 107 3/8" COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "" AS SHOWN HEREIN. Dsdgn p -m rating (pa1J Unify anchored Into wood fuming Mullion span (in) Tributary width On) 18.13 2550 S&W 4200 411.00 5213 2500 130.0 130.0 130.0 130.0 130.0 130.0 37.38 MO 130.0 127.2 127.0 1270 127.0 4063 120.7 94.3 77.9 73.8 72.1 72.0 6200 924 70.6 55.0 51.5 48.6 47.4 6&63 86.5 65.8 51.7 47.3 44.4 43.0 720D 77.8 58.7 45.6 41.4 38.5, 37.0 8/l00 621 45.0 33.1 1 29.1 12B.3 i 249 L - I Dsa1a pn--Ong too LWes anchored Into mssoray/concrela Mullion span on) Tributary width (in) 1&13 25.50 38.00 4200 4&00 5213 2500 130.0 130.0 130.0 130.0 1300 1300 37.38 130.0 130.0 1300 130.0 130.0 130.0 4063 130.0 1300 1300 130.0 130.0 130.0 6200 130.0 115.4 87.8 79.3 73.9 71.5 6563 130.0 96.6 72.9 55.5 60.5 5&2 7200 99.3724 54.0 48.1 44.0 42.0 dL00 821 45.0 33.1 1 29.1 1 25.3 1 24.9 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-2302 - VERTICAL MULLION 83" MULLION SPAN CONFIGURATIONS AND DP CHARTS DRAW UNG NO L. L. 08-01447 SCALE NTS DATE 01/11/12 1 "EET2 OF 3 DATE APPROVED 08/07/15 R.L R E 1 i i e f e t l i SIGNED: 08/07/2015 i REv i ••.'20R10; A NAL 116``` Ilk 1" MIN SECT x2302 MULLION 2 1/2' MIN SEPARATION ALUMINUM 6063-T5.125' THICK ALUMINUM 600.5 T5.125' THICK EDGE DISIANCE 3,261' 1 375" 1 1/4" MIN. EMBEDMENT CLIP INSTALLATION MASONRY/CONCRETE BY OTHERS I 1/4" TAPCON i 0.843" SECT5796 3.250" C_ P A^__ DOORSMesoWINDOWSANDEST CT M-2302 ILLION SEC -5796 CLIP i 10 WOOD SCREW WOOD FRAMING/ 2X BUCK BY O;HERS rte- 1 3/8" MIN, EMBEDMENT" 1/2" MN EDGE DISTANCE VERTICAL CROSS SECTION MASONRYiCONCRETE AND WOOD FRAMING INSTALLATION REWS04 3.750' REv oEscRrPlloa 000' 0.375' A I REVISED INSTALLATION DETAILS 0.422' 2.032" 2.87:; LI 0.843" l I t 2X 00.210" SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125' THICK 3 750" --1 2.189' 0" 0.375' 0 843" T 2X 00.210- 1 .562" 0.210" 1.562" {-- 2 920' 1.562" 1 510 ' 1 12 5" L DATE APPR04E0 08/07/15 R.L. SECT5796 CLIP FOR WOOD FRAMING INSTALLATION SECT x2302 MULLION ALUMINUM 6063-T5.125' THICK ALUMINUM 600.5 T5.125' THICK 3,261' 1 375" CLIP INSTALLATION SIGNED:08l07/2015 i 0.843" 3.250" DOORSMesoWINDOWS ANDESTRLo;. I T STREET GRATZ, 17030-0370 J`g . PA 4ODO' M-2302 - VERTICAL MULLION o 83" MULLION SPAN INSTALLATION DETAILS G g,T ty AT OF MT000022 CLIP ow,"° 08- REv A aB:ORlO; 0 10 16GA (.063") GALVANIZED STEEL stAlE NTS DATE 01 / 1 1 /12 370f 3Aqk111+115,,``` CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6TH EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued December 14, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-008-02-01 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2: Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6.t Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7.i All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. li ALC 15001.4 FL12194-R7 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum F -channel. See Appendix D for dimension drawings. 3/8" J -Channel Preformed nominal 0.016 -inch thick, 3105 H-14 aluminum J -channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019 -inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16 04 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit panels provided in 16 - inch sections. The reported net free ventilation areas are 22.3 int/lin.ft. for the 'full vent' configuration and 11.1 int/lin.ft. and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135 -inch thick, 3105 H-14 aluminum soffit panels provided in 12 - inch sections. The reported net free ventilation areas are 12.5 inZ/lin.ft. for the 'full vent' configuration and 4.2 int/lin.ft. for the 'center vent' configuration. See Appendix D for dimension drawings. ALC 15001.4 FL12194-R7 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. SF • .SjX .0 No 74021 p STATE OF N A tt E 0% CERTIFICATION OF INDEPENDENCE 16:21:34 05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 I CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. I CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. I Zachary R. Priest, P.E does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1), APPENDIX A — Approved Systems (11 pages) 2)+ APPENDIX B — Installation Drawings (19 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.4 FL12194-R7 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to Lim ranoNs and sections of this evaluation when using the table(s) below. 3. Refer to INsrALLAnoN section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4 The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shat; be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: ALC 15001.4 a. 12" T4 Soffit —12 -inch o.c. Fastener Fastener Location Location l 1 b. 12"T4 Soffit — 4 -inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" 04 Soffit —16 -inch o.c. Fastener Fastener Lo tion Lo tion t FL12194-R7 1 of 11 This evaluation report is provided for State of Flonda product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16"Q4 Soffit — 8 -inch o.c. - - Fastener Location Fastener Fastener Lotion Location T1 ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 10.5 -Inch Soffit Approved System Numbers and Definitions 10.5JJ-# Approved Systems for 10.5 -inch Soffit Span with J -Channel at Wall and Eave 12F-# Approved Systems for 12 -inch Soffit Span with F -Channel and Fascia Ca 12J-# Approved Systems for 12 -inch Soffit Span with J -Channel and Fascia Ca 12JJ-# Approved Systems for 12 -inch Soffit Span with J -Channel at Wall and Eave 14.5JJ-# Approved Systems for 14 5 -inch Soffit Span with J -Channel at Wall and Eave 16F-# Approved Systems for 16 -inch Soffit Span with F -Channel and Fascia Cap 16J # Approved Systems for 16 -inch Soffit Span with J -Channel and Fascia Ca 16JJ-# Ap roved Systems for 16 -inch Soffit Span with J -Channel at Wall and Eave 22 5J -#_ Approved Systems for 22 5 -inch Soffit Span with J -Channel at Wall and Eave 24F-# Approved Systems for 24 -inch Soffit Span with F -Channel and Fascia Ca 24J-# Approved Systems for 24 -inch Soffit Span with J -Channel and Fascia Ca 24JJ-# Approved Systems for 24 -inch Soffit Span with J -Channel at Wall and Eave Approved Systems for Maximum 10.5 -Inch Soffit Span with J -Channel at Wall and Eave q,= i r Wall Connection Eave Connection System_ Panel MDP No. Width - psf) Substrat J -Channel Substrate J -Channel e Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in diamond pattern spaced 24 -inch o c securing I Three (3) 18 ga 1/4 -inch crown x 1 -inch leg staples in diamond pattern spaced 24 -inch o.c. securing 10 5JJ-1 Max. 16 Wood J -Channel to joists; 18 Wood J -Channel to joists; 59.8 inch One (1) ga.1/4-inch crown x 1 -inch leg staples located in the horizontal leg of the J -Channel spaced One (1) 18 ga.1/4-inch crown x 1 -inch leg staples located 12 -inch o.c. in the horizontal leg of the J -Channel spaced 12 -inch o.c ALC 15001.4 FL12194-R7 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12 -Inch Soffit Span with F-Channel,and Fascia Cap; Span with JI -Channel and Fascia Cap.. _ `J Wall Connection Eave Connection Eave Connection System Panel MDP Substrate F -Channel Substrate Panel Attachment Fascia Cap No. Width Pso Attachment Substrate J -Channel, Attachment One (1) min. 1 3/4 -inch long x Substrate Panel Attachment Fascia Cap One (1) min. 3l8 -inch head dia nail, 12F-1 Max. Wood min. 1.25 -inch embedment spaced Wood One (1) min. 3/8 x 3/8 -inch crown 0.072 -inch dia x min 3/16- t40 16 -inch Three (3) min. 3/4- inch x 1/4 -inch crown 24 -inch o c staple spaced 16 -inch o.c inch head dia trim nail 12J-1 Max. Wood staples in diamond long x 3/8 -inch head diameter Wood spaced 36 -inch o.c. 0 072 -inch dia x min 1/4 -inch 48 16 -inch One (1) 14 ga. 5/8 -inch long T nail or pattern spaced 24- screw spaced 16 -inch o.c One (1) min. 1 3/4 -inch long x spaced 8 -inch o.c. 12F-2 Max. MasonryM 9 ga , min 5/8 -inch long Stub Nail Wood One (1) min. 3/8 x 3/8 -inch crown 0.072 -inch dia, x min 3/16- t40 16 -inch with 3/8 -inch diameter head spaced staple spaced 16 -inch o.c. inch head dia trim nail 8 -inch o.c. spaced 36 -inch o.c Max. Three (3) min. 3/4 -inch x 1/4 -inch One (1) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long x 0.072 -inch dia x min. 1/4 -inch 48 12F-3 16 -inch Wood crown staples in diamond pattern Wood crown staple spaced 8 -inch o.c. head dia. trip nail spaced 48- 64.2 spaced 24 -inch o c. and securing each panel lap inch o.c. One (1) 14 ga 5/8 -inch long T nail or One (1) min 3/4 - x 1/4 -inch One (1) min. 1 3/4 -inch long x 12F-4 Max. Masonry 9 ga., min 5/8 -inch long Stub Nail Wood crown staple spaced 0.072 -inch dia x min. 1/4 -inch 48 16 -inch with 3/8 -inch diameter head spaced panel l pandsecuringeachpanellap head dia trip nail spaced 48- 64.2 8 -inch o c inch o.c Approved Systems for Maximum12-Inch Soffit Span with JI -Channel and Fascia Cap.. _ `J Wall Connection Eave Connection System' Panel MDP No. Width pso Substrate J -Channel, panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4 -inch crown One (1) min. #8 x 1/2 -inch One (1) min 3/4 -inch x One (1) min. 1 3/4 -inch long x 12J-1 Max. Wood staples in diamond long x 3/8 -inch head diameter Wood 1/4 -inch crown staple 0 072 -inch dia x min 1/4 -inch 48 16 -inch pattern spaced 24- screw spaced 16 -inch o.c spaced 8 -inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J -channel inch o.c. ALC 15001.4 FL12194-R7 3of11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC cf any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12 -inch Soffit Span with J -Channel at Wall and Eave Wall Connection Wall Connection Eave Connection System System Panel _ MDP N6.- Width - pso Substrate J -Channel Substrate J -Channel J -Channel Substrate J -Channel Attachment Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in- Three (3) 18 ga. 1/4 -inch crown x 1 -inch leg staples in diamond pattern spaced 24 -inch o c securingdiamond pattern spaced 12 -inch o c securing 12JJ-1 Max Wood J -Channel to joists; Wood J -Channel to fascia; 70 16 -inch One (1) 18 ga.1/4-inch crown x 1 -inch leg staples One (1) 18 ga. 1/4 -inch crown x 1 -inch leg staple securing 60 Wood J -Channel to joists, Wood located in the horizontal leg of the J -Channel spaced 43.3 the nailer of each female lock or spaced 16 -inch o.c. 16 -inch One (1) 18 ga 1/4 -inch crown x 1 -inch leg staples 12 -inch o.c. securing each panel lap Approved Systems,for:14.5-inch. Soffit Span with J -Channel at Wall and Eave Wall Connection Eave Connection System Panel_ MDP No. Width pso Substrate J -Channel Substrate J -Channel Attachment Attachment 4 Three (3) 18 ga 1/4 -inch crown x 1 -inch leg staples in Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples indiamondpatternspaced24 -inch o c securing diamond pattern spaced 24 -inch o c securing 14.5JJ-1 Max Wood J -Channel to joists, Wood J -Channel to joists, 43.3 16 -inch One (1) 18 ga 1/4 -inch crown x 1 -inch leg staples One (1) 18 ga.1/4-inch crown x 1 -inch leg staples locatedlocatedinthehorizontallegoftheJ -Channel spaced in the horizontal leg of the J -Channel spaced 12 -inch o c12 -inch o.c ALC15001.4 FL12194-R7 4of11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. _ CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 16 -inch Soffit Span with F -Channel and'Fascia'Cap-- Wall Connection Eave Connection System Panel MDP No. Width I (pso Substrate F -Channel Substrate Panel Attachment Fascia Can Attachment Attachment One (1) 14 ga 5/8 -inch long T nail or One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x 0 072 -inch diameter 1617-1 Max. Masonry 9 ga , min 5/8 -inch long Stub Nail Wood 1 -inch leg staple spaced max finishing nail with min. 3/16- 53.3 12 -inch with 3/8 -inch diameter head spaced 4 -inch o.c and securing each inch head spaced max. 8 -inch o.c. panel lap 12 -inch o.c One (1) 18 ga 1/4 -inch crown x One (1) min. 1.75 -inch x Max. Three (3) 18 ga 1/4 -inch crown x 1- 1 -inch leg staple spaced max 0 072 -inch diameter 16F-2 WWood inch leg staples in diamond pattern Wood 4 -inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16 -inch o.c. panel lap inch head spaced 12 -inch o c One (1) 14 ga. 5/8 -inch long T nail or One (1) min 3/8 -inch x 3/8 -inch One (1) min 1 3/4 -inch long 16F-3 Max. Masonry 9 ga., min. 5/8 -inch long Stub Nail Wood crown staple spaced 16 -inch x 0.072 inch dia. x min. 25.6 16 -inch with 3/8 -inch diameter head spaced 3/16 -inch head dia trim nail 8 -inch o c. o c spaced 36 -inch o.c. Max. One (1) 3/8-inchhead dia nail, min. One (1) min 3/8 -inch x 3/8 -inch One (1) min 1 3/4 -inch long x 0 072 inch dia x min 16F4 16 -inch Wood 1.25 -inch embedment spaced 24- Wood crown staple spaced 16 -inch 3/16 -inch head dia trim nail 25.6 inch o C. O.C. spaced 36 -inch o c Three (3) min 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch long 16F-5 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch x 0.072 -inch dia. x min. 1/4- 27 16 -inch spaced 24 -inch o c crown staple spaced 8 -inch o.c inch head dia trip nail 36.1 spaced 48 -inch o c 16F-6 Max Masonry One (1) 14 ga 5/8 -inch long T nail or 9 ga , min 5/8 -inch long Stub Nail W0°d One (1) 18 ga. 1/4 -inch crown x 1 -inch leg staple spaced 4 -inch One 72 min - inch d1. 75 -inch D diaminch x eter finishingng pnail with min. 3/16- 43.3 16 -inch with 3/8 -inch diameter head spaced o.c. and securing each panel inch head spaced 8 -inch o.c. lap 16 -inch o c One (1) 18 ga. 1/4 -inch crown x One (1) min. 1.75 -inch x Max Three (3) 18 ga 1/4 -inch crown x 1- 1 -inch leg staple spaced 4 -inch 0.072 -inch diameter 16F-7 16 -inch Wood inch leg staples in diamond pattern Wood o.c and securing each panel finishing nail with min 3/16- 43.3 spaced 16 -inch o.c lap inch head spaced 16 -inch o.c. ALC 15001.4 FL12194-R7 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product charges or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Apnrei/ed Systems for, Maximum 16 -inch Soffit Span with J -Channel and Fascia Cap Wall Connection Eave Connection Eave Connection System _Panel_ System Panel, _ MDP MDP No.'- Width pso Substrate J -Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in Three (3) min. 3/4 -inch x 1/4 -inch One (1) min. 1 3/4 -inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4 -inch x 1/4 -inch long x 0.072 -inch dia x 23.5 Wood 16 -inch 32.7 spaced 24 -inch o.c. 16 -inch crown staple spaced 8 -inch o.c. min 1/4 -inch head dia. trip 31.4 J -Channel to fascia located in the horizontal leg of the J -Channel spaced nail spaced 48 -inch o c Approved Systerias for Maximum 16 -inch Soffit Span with J -Channel at Wall and Eave Wall Connection Eave Connection System Panel, _ MDP No. Width pso Substrate J -Channel Substrate' J -Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in diamond pattern spaced 24 -inch o c securing Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in 16JJ-1 Max. Wood J -Channel to joists; Wood diamond pattern spaced 8 -inch o c. securing 32.7 16 -inch One (1) 18 ga.1/4-inch crown x 1 -inch leg staples J -Channel to fascia located in the horizontal leg of the J -Channel spaced 12 -inch o.c Three (3) 18 ga.1/4-inch crown x 1 -inch leg staples in Three (3) 18 ga.t/4-inch crown x 1 -inch leg staples in diamond pattern spaced 24 -inch o.c securing diamond pattern spaced 12 -inch o.c securing 16JJ-2 Max. Wood J -Channel to joists; Wood J -Channel to fascia; 43.3 16 -inch One (1) 18 ga 1/4 -inch crown x 1 -inch leg staples One (1) 18 ga.1/4-inch crown x 1 -inch leg staple securing 33.3 located in the horizontal leg of the J -Channel spaced the nailer of each female lock or spaced 16 -inch o c. 12 -inch o.c securing each panel lap ALC15001.4 FL12194-R7 6of11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 22.54nch Soffit Span with J -Channel at Wall and Eave- Wall Connection Wall Connection Center Connection Eave Connection System System Panei MDP MDP Width No. Width 00 Substrate F -Channel . Substrate J -Channel Attachment Panel Attachment Substrate J -Channel Attachment Attachment Attachment Three (3) 18 ga 1/4 -inch crown x One (1) 18 ga.1/4-inch crown x Three (3) 18 ga. 1/4 -inch crown One (1) 16 ga 1/4 -inch 1 -inch leg staples in diamond 1 -inch leg staple securing the nailer x 1 -inch leg staples in diamond pattern spaced 24 -inch o.c. of each female lock or spaced 16- pattern spaced 24 -inch o.c 22 5JJ-1 Max. Wood securing J -Channel to joists; inch o.c securing each panel lap Wood securing J -Channel to joists; 42.1 16 -inch One (1) 18 ga.1/4-inch crown x One (1) 18 ga. 1/4 -inch crown x anchored to 12 -inch o.c. securing One (1) 18 ga. 1/4- 1 -inch leg staples located in the One (1) min. 1.75 -inch x 0 072 -inch 1 -inch leg staples located in the inch crown x 1 -inch rafter with one each panel lap horizontal leg of the J -Channel diameter finishing nail with min 0.072 -inch diameter horizontal leg of the J -Channel 24F-1 12 -inch Wood leg staples in spaced 12 -inch o.c. 3/16 -inch head spaced Wood spaced 12 -inch o.c. finishing nail with min. 90 4 -inch o.c inch x 7d ring One (1) min 1 75 -inch j Approved Systems for Maximum 24 -inch Soffit Span with,F-Channel and Fascia Cap" Wall Connection Center Connection • Eave Connection r System Panel MDP No. Width psf) Substrate F -Channel . Batten Panel Attachment Substrate ' Panel Attachrient Fascia Cap Attachment Attachment One (1) 16 ga 1/4 -inch Nominal 1x2 crown x 1 -inch leg No 2 SYP staple spaced Three (3) 18 ga. 1/4- anchored to 12 -inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75 -inch x Max inch crown x 1 -inch rafter with one each panel lap inch crown x 1 -inch 0.072 -inch diameter 80 24F-1 12 -inch Wood leg staples in 1) min 2 25- Wood leg staple spaced 8- finishing nail with min. 90 diamond pattern inch x 7d ring One (1) min 1 75 -inch inch o .c. 3/16 -inch head spaced spaced 16 -inch o.c. shank shank nailkail x 0 072 -inch diameter 12 -inch o c. n finishing nail with min 3/16 -inch head spaced 4 -inch o.c ALC15001 4 FL12194-R7 7of11 This evaluation report is provided for State of Flonda product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes Or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A 1 pproyed Sysiems;for- Maximum 24 -inch Soffit Span with F -Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel ( z MDP No. width (pso Substrate F -Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4 -inch crown x 1 -inch leg Nominal 1x2 staple spaced One (1) min 1 5- No.2 SYP 12 -inch o.c. securing ga. One (1) 18 1/4- One (1) min 1 75 -inch x Max inch x 11 ga. anchored to each panel lap inch crown x 1 -inch 0 072 -inch diameter 80 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- legnailfinishingnailwithmin. 76.6 spaced 1) 7d x 2 25- One (1) min 1 75 -inch inch o.c 3/16 -inch head spaced 16 -inch o.c inch ring shank x 0 072 -inch diameter 12 -inch o.c nail 24 -inch o.c finishing nail with min 3/16 -inch head spaced 4 -inch o.c One (1) 18 ga.1/4-inch crown x 1 -inch leg One (1) 14 ga 5/8- Nominal 1x2 staple spaced inch long T nail or 9 No.2 SYP 12 -inch o.c. securing One (1) 18 ga. 1/4- One (1) min 1.75 -inch x Max ga ,min. 5/8 -inch anchored to each panel lap inch crown x 1 -inch 0 072 -inch diameter 80 24F.-3 12 -inch Masonry long Stub Nail with rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 3/8 -inch diameter 1) 7d x 2.25- One (1) min. 1.75 -inch inch o.c. 3/16 -inch head spaced head spaced 8 -inch inch ring shank x 0 072 -inch diameter 12 -inch o.c o.c nail 24 -inch o.c finishing nail with min 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga 1/4 -inch crown x 1 -inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- One (1) min. 1 75 -inch x Max. inch crown x 1 -inch rafter with one 16 -inch o c securing inch crown x 1 -inch 0 072 -inch diameter 8024F-4 16 -inch Wood leg staples in 1) min 2 25- each panel lap Wood leg staple spaced 8- finishing nail with min 60 diamond pattern inch x 7d ring inch o.c. and securing 3/16 -inch head spaced spaced 16 -inch o c shank nail One (1) min 1.75 -inch each panel lap 16 -inch o.c. 24 -inch o.c. x 0.072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. ALC15001.4 FL12194-R7 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24 -inch Soffit Span with F -Channel and Fascia: Cap ' Wall Connection Center Connection Eave Connection`: - System_ Panel Y MDP No. Width(psof F -Channel Fascia CapSubstrate Attachment Batten Panel Attachment Substrate Panel Attachment Attachment One (1) 18 ga. 1/4 -inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One (1) min 1 5- No 2 SYP lock or spaced One (1) 18 ga 1/4- One (1) min 1 75 -inch x Max. inch x 11 ga. anchored to 16 -inch o.c. securing inch crown x 1 -inch 0 072 -inch diameter 80 24F-5 16 -inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16 -inch head spaced 16 -inch o.c. inch ring shank One (1) min 1 75 -inch each panel lap 16 -inch o c nail 24 -inch o c. x 0 072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4 -inch o.c. One (1) 18 ga 1/4 -inch crown x 1 -inch leg staple securing the One (1) 14 ga 5/8- Nominal 1x2 nailer of each female inch long T nail or 9 No 2 SYP lock or spaced I One (1) 18 ga 1/4- lOne (1) min. i 75 -inch x Max ga., min. 5/8 -inch anchored to 16 -inch o c securing I inch crown x 1 -inch 0 072 -inch diameter 80 24F-6 16 -inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8 finishipg nail wi!h min diU 3/8 -inch diameter 1) 7d x 2 25- inch o.c. and securing 3/16 -inch head spaced head spaced 8 -inch inch ring shank One (1) min. 1 75 -inch each panel lap 16 -inch o.c o.c nail 24 -inch o.c. x 0 072 -inch diameter finishing nail with min. 3/16 -inch head spaced 4-inch o c ALC 15001.4 FL12194-R7 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Semces, LLC of any prcdic, changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Yp;revtYi S,vssei~ts #or,f9axilnum, 24 -inch Soffit Span wilts J -Channel and Fascia Cap Wall Connection yl Center Connection Eave Connection System _Panel MDP No. Width Batten J -Channel . Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga 1/4 - one (1) min 2.25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No 2 SYP Three (3) 18 nail straight -nailed 12 -inch o c anchored to ga 1/4 -inch crown through the rafter securing each panel One (1) 18 ga /.- One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the lap inch crown x 1 -inch x 0.072 -inch diameter 24J-1 12 -inch 1) min. 2 25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min 60 inch x 7d ring pattern spaced 16- ace min 2.25 -inch x 7d One (1) min 1 75- 8 -inch o c 3/16 -inch head spaced shankitshanknail inch ring shank nails toe- inch x 0.072 -inch 12 -inch o.c 24-inch o nailed on either side diameter finishing of the batten at nail with min. 3/16 - each batten/rafter inch head spaced intersection. Max 4 -inch o c rafter spacing is 24 -inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1 -inch one (1) min 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No 2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga '/.- anchored to ga 1/4 -inch crown through the rafter spaced 16 -inch o.c. inch crown x 1 -inch One (1) min. 1.75 -inch Max. rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced x 0.072 -inch diameter 24J-2 16 -inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8 -inch o.c. and finishing nail with min 53.3 inch x 7d ring pattern spaced 16- min 2.25 -inch x 7d securing each panel 3/16 -inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min 1 75- lap 16 -inch o.c 24 -inch o c. nailed on either side inch x 0 072 -inch of the batten at diameter finishing each batten/rafter nail with min 3/16 - intersection. Max inch head spaced rafter spacing is 4 -inch o.c. 24 -inch o.c ALC 15001.4 FL12194-R7 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24 -Inch Soffit Span with J-Channel,at Wall and Eaves. Wall Connection Center Connection Eave Connection System Panel MDP_ No. Width psf) Substrate J -Channel Panel Attachment ` J -Channel Substrate Attachment One (1) 18 ga 1/4 -inch crown x Attachment IThree (3) 18 ga. 1/4 -inch crown x 1 -inch leg staples in diamond 1 -inch leg staple securing the nailer Three (3) 18 ga 1/4 -inch crown pattern spaced 24 -inch o c. of each female lock or spaced 16- x 1 -inch leg staples in diamond 24JJ-1 Max. Wood securing J -Channel to joists; inch o.c securing each panel lap Wood pattern spaced 8 -inch o.c t-43.5 16 -inch One (1) 18 ga.1/4-inch crown x 1 -inch leg staples located in the One (1) min 1.75 -inch x 0 072 -inch securing J -Channel to fasciahorizontallegoftheJ -Channel diameter finishing nail with min spaced 12 -inch o.c. 3/16 -inch head spaced 4 -inch o.c. Three (3) 18 ga. 1/4 -inch crown x One (1) 18 ga.1/4-inch crown x Three (3) 18 ga.1/4-inch crown 1 -inch leg staples in diamond 1 -inch leg staple securing the nailer x 1 -inch leg staples in diamond pattern spaced 24 -inch o.c of each female lock or spaced 16- pattern spaced 12 -inch o c Max securing J -Channel to joists, inch o.c. securing each panel lap securing J -Channel to fascia, 53.3 24JJ-2 16 -inch Wood One (1) 18 ga. 1/4 -inch crown x Wood One (1) 18 ga.1/4-inch crown x 44.4 1 -inch leg staples located in the One (1) min 1 75 -inch x 0 072 -inch 1 -inch leg staple securing the horizontal leg of the J -Channel diameter finishing nail with min. nailer of each female lock or spaced 12 -inch o c 3/16 -inch head spaced spaced 16 -inch o c securing 4 -inch o c each panel lap c ALC 15001 4 FL12194-R7 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any p.od jct changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended ase, cr other product attributes that are not specifically addressed herein C R E E K ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix B INSTALLATION f:'o1e - Refer to the APPRoVEO SrsTgms section of this report for additional installation details of a selected system and maximum design pressures limitations. h Installation Detail = 10.5JJ-1 & 14.5JJ-1 Diamond' Patten 18ga.,1141 x 1' staples 24' o.c.*max Diamond Patten staples 12' 6.C. max y J -Channel l?MalB 189a.,114' x 1' 18ga.,114' x i' staples 2C o.c. max staples 2C ox. max I •Dlamond' Patten ti 4 99a., 114C X 11' j staples I r ox. max J -Channel — DdW A' ALC15001 A FL12194-R7 Page 1 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C R E E K ALUMINUM COILS, INC Soiflts TECHNICAL SERVICES, LLC Appendix B System No. I Installation Detail H 12F-1 & 12F-2 MIN. 8/8' HEAD DIA. NAIL, MIN: -1.25" EMBENDMENT SPACED 24" O.C. FOR WOOD SUBSTRATES. MIN. 14GA T -NAIL OR MIN. 9GA, STUB NAIL WITH 3/8' HEAD DIA.; MIN. -5/8' . EMBEDMENT SPACED' O.C. FOR MASONRY SUBSTRATES. - ASCIA SLIP -BOARD FASCIA 'TRIM SOFFIT' MAX::12-INCH SPAN_ F" "_CHANNEL Concrete or Block Nall STAPLE SOFFIT TO ASCIA BOARD #T50 8" X.,3/8" STAPLE 16" O.C. FASCIA LIP 1/.44-I PAINTED -S. S: 1 `3/4" `TRIM NAIL - MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL 0 AL015001 4 FL12194-R7 Page 2 of 19 This evaluation report is provided for State of Florda product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Semces, LLC of any prodic: C an3es or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12F-3 3/4'.. X 1 CROWN STAPLES USING A DWAOND PM1T]itl, 1-3/4 • 4RlAI NMI OPEN RAFtEfj FACIA 00" i FASCIA CAP 3/4' X 1/4' CROWN STAPLE '8' ON CENTER F' CHANNEL,CAN' BE PAINTED 's s. 4a' — INSTALLED WITH .THE OC NAILING FLANGE UP OR DD" S0P}7t_ max. 12 =inch :sp"an WOOD 1$Lliii ALUMINUM COILS, INC Soffits Appendix B A nscr-cm \ SOFFIT STAPLE DIAMOND PATTERN IDSmritrvm+l TAnts i i 1-3/4' TRIM NAILI FACIA BOARD PAINTED S.S. /— r FASCIA CAP 3/4' X 1/4' CROWN STAPLE R SOFAT & FASCIA DETAIL ALC 15001A FL12194-R7 Page 3 of 19 This evaluation report is provided for State of Florida product approval under Rule 611320-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12F-4 MIN. 14GA T•NAIL OR MIN. 9GA. STUB NAIL WITH 318' HEAD DIA., MIN.*5/8"• EMBEDMENT SPACED 8' O.C. FOR MASONRY SUBSTRATES. FASCIA SLIP BOARD FASCIA TRIM SOFFIT MAX.1,12•INCH SPAN F" 'CHANNEL .1;, -3A -'MM ML FACN PAINT® S.S. FASCIA GP Concrete - or Bleck Wall 3 - CROWN STAPLE SOF'F1T J . SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001 4 FL12194-R7 Page 4 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall not& CREEK Technical Serrices, LLC of ar,y ;-rcd„c: cl-anges or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Sysiem'No. I Installation Detail- OPEN RAFTEF! 4 3e FACIA :BOARD` 3/4' X 1/4' • CROWiCHMNEL1-3/4' LE W. i ON CENTER USING A DIAMOND 'PATTERN .. FASCIA CAP 12J-1 4' X 1'/4:*, CROWN 114W NAIL STAPLE '8' ON CENTER screwed to -soffit with one(,) #3 x PAINTED S.S. 48' 1/2" x 3/8"°head O.C. diameter screw, 16"o.c. screw, SOFFIT—max. =12 -inch ,span WOOD OR ' DOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3/4" X 1/4' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN SAIL 3/4' TRIM NAIL FACIA BOARD PNNTEO S.S. FASCIA CAP 3/4' X 1/4' CROWN STAPLE SOFFIT M SOFFIT & FASCIA PETAIL ALC15001.4 FL12194-R7 Page 5 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-37 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12JJ-1 & 16JJ-2 1So, 114• x t' I `y staples 12" D.C. max N k 18pe.,114' x 1" rte: staples 24" D.C. max ij i/ Diamond Patten ALUMINUM COILS, INC Soffits Appendix B 18pa" l le x 1" staples 247 o.C. max Diamond' Patten Channel Dedtd 0 staples 17 D.C. max Diamond' Patten staples In hoaontal leg offem'le lap Channel 0eW A ALC 15001 4 FL12194-R7 Page 6 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G2v^-3 The manufacturer shall notify CF.EEK Technical Services, L_C of zn pral.ic, :hanger or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B I System No. I Installation Detail 1314. LONG x 0 07l DIA. TRIM NAIL WITH 3,16• HEAD DIA. FASW BOARD SPACED 16' O.0 - fASC1A CAP SOFRT I' X 11E' CPOM4 STAPLE OPEN RAFTER 4'o C. Mir' 14GAT- NAIL OR MIN FASCIA BOARD 9GA STUB NAIL Wmt 319' HEAD 16F-1 MIK 5W SOFFIT & FASCIA 16F-6 sPACEDB'oc. DETAIL I FAOCAP, RFR oo IKT" - F'•CHANNEL O fASOA SOFFIT: MAX: 1f' SPAN MAS01/!Y SUBSTRATE ALC15001.4 FL12194-R7 Page 7 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail I MIN. 3/8" HEAD DIA. NAIL'; MIN. 1.25" `, EMBENDMENT SPACED 24" O.C.- FOR WOOD r SUBSTRATES. 'MIN.-14GA T-NAIL'OR MIN: 9GA;. STUB NAIL WITH 3/8" HEAD DIA., MIN. 5/8" - EMBEDMENT SPACED 8"-,O,C. FOR MASONRY SUBSTRATES. - 16F -3 & 16F-4 , ALC 150014 FASCIA =SLIP BOARD FASCIA TRIM SOFFIT F" CHANNEL Wood. Concrete or B1ock;Wai1 II. FASCIA LIP 1/4"—' STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X .3/8" •STAPCE 16" 0. C. PAINTED i -S. 1 3/4" TRIM NAIL MIN. ;5 NAIL'S --PER A 2' `PIECE FL12194-R7 Page 8 of 19 This evaluation report is provided for State of Florida product approval undar Rule 611G20-3 The n-.anufac,urer shat: r•cti,,: CFEEK Technical Se^r:es, LLC c' my ;;rcd ::l changes o; quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, ,nslallabon, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC System t o. I insta0ation-Detail 3/4'•X 1/4'• CROWN STAPLES USING A DUNONO PATTERN i 16F-5 I -- s F' CHANNEL tAN BE PAINT S.S. NAIL INSTAL ED WITH THE PAINTED . S.S. 4$' NAILING FLANGE -UP OR O.C. DOWN, L exp , max. 16=inch-spam' WOOD SUBSTRATE CIA CAP X 1/4- CROWN APLE *8' ON CENTER ALUMINUM COILS, INC Soffits Appendix B L SOFFIT STAPLE ErDIAMOND PATTERN i DETAIL n'vts 4 A 1=3/4' TRIM NAIL FACIA ,BOARD PAINTED S.S. FASCIA CAP, 3/4'_ X 1/4' CROWN STAPLE Sam' SOFFIT & FASCIA DETAIL ALC15001.4 FL12194-137 Page 9 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail I 3r4' LONG X 0 Orr DIARIM NAIL WITH 3/16 HEAD FASCIA BOARO FASCIA CAPA: 1• x IAS• CROWN STAPLE OPEN RAFTER FASCIA BOARO I• x 1W CROWN STAPLE INSTALLED 16F-2 8 Pn °T aAMOrND SOFFIT &FASCIA 16F-7 DETAIL FASCIA CAP; RM TO SOFFIT i FASCIA F' [NAMMEI DETAIL yg Ui' x 1' eti01g$ SOFFIT; MAX 1i' SPAR I V MASONRY Diamond PideoSUBSTRATE ALC 15001.4 FL12194-R7 Page 10 of 19 This evaluation report is provided for State of Flonda product approval under Rule 61 G20-3. The manufacturer shall r•ollfy CREEK Technical Services, LLC of any ;_ rcd ct changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detaa OPEN. RARER 3N' 3/4' X 1/4' CROWN STAPLE I 16.!-1 SOFFIT STAPLE FACIA* BOWD v- DIAMOND PATTERN DET-AI L 3/4' X 1/4' CROWN STA u14' ON ,CENTER USM A-.DWAW PATTERN - -- - - ' FASCU CAP -- — -- - - 3/4' )(*1/4* CROWN FACIA BOARD STAPLE -'8' ON CENTER, 1-3/4' TRIk1 NAIL CNANKEt ,i-3/4' TRMi NAIL PAINTED S.S. tPAINTED -S.S. 48 ASCU CAP O.C. 3/4' X 1/4' CRO_ OWN _STAPLE SOFFIT—max. 16=inch span• SOFfTr W= Oft BLOCK - SOFFIT & FASCIA sua.srwE DETAIL ALC 15001.4 FL12194-R7 Page 11 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, i_LC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail " 18ga., llw x 1• staples 24' o.c. maxr ovenWFFeR" 'Diamond' Patten 18ga.,`114• x 1' „ staples 1 r o.c. max t 1 M g` A ------- E Channel 318" Odd B 16JJ-1 - 1ega.,i14•x11 staples 24' o.c. man 1 age., 114• n r staples 8*'0-C- mu Diamond Patten E i Diamond Patten J•Cha7' ALC 15001.4 FL12194-R7 DddA Page 12 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer sha!! notify CREEK Technical 3ev ces, LLC of any rr_du-'-L changes o, quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. I Installation Detail 18ga.,1l4' x 1" 4It OPEN i AFTM Diamond' Paten 18ga;1l4' x t" staples 12' O.C. max' r I 18 ga, 1/4'x 1' staples. 16' o.c. max and 1 314" ` Long x 072- Dia. Trim J -Channel Naas with 3116'. Head 4' 318" 22.5JJ- i O.C. Max " ` 0eW e 18ga.,114'X V 18ga., U4' x 1' staples 24*9.c. max staples ' max Pollen 'Diamond' Paotten j i u. t 18ga.,114' x 1 jj staples 97o.c.max Diamond Patten JJ -Channel Dd#M A ALC15001 4 FL12194-R7 Page 13 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I tt' TRIM MAL -FASCIA BOARD i PANTED SS. rij' CROWN FASCIA CAP STAPLES USA A OIA IONO SOFHT PATTERN; REFER TO rt CROWN STAPLE SOFFIT STAPLE 0.0mo PATTERN OETAL st TM NAL -- AIL FASCIA NAR0 PANTED S.S. SOFFIT & FASCIA 24F-1 & I DETAIL_ 24F-4 raI• CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA / \ OETAL N=k* rr2' SYP Batten Anchored a to 'SOFFIT; MAX. 24' RaftersF -CHANNEL RafferRh one TO Ring Shank Nail at / every Rafter W060 SUBSTRATE \ _ SOFFIT STAPLE DIAMOND PATTERN ALC 15001 4 FL12194-R7 Page 14 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall n.oti y CREEK Technical Semcas, LLC of ar.; pr_duct char.5?s o: quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installatien, recommended use, or Jil,.er product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC' ISystem No. I Installation Detail 1,}" SNC 24F-2 & 24F-5 WOOD BOARD CAPI REFER FTT t FASCIA it'". PAI ALUMINUM COILS, INC Soffits Appendix B SOFFIT & FASCIA DETAIL BOARD CAP MOWN STAPLE ALC15001.4 FL12194-R7 Page 15 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix 6 System No. Installation Detail - I 1P TRW NAILFASCIA BOARD PAINTED SS.--\ 14GA i' T -MAILS FASCU •CAP SOFFIT rlgl' CROWN STAPLE 1 J' TRW NAIL FASCIA BOARD PANTED S.S SOFFIT b FASCIA DETAIL 24F-3 & I 24F-6 rxE' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Noeand rx2' SYP Batten Anchored to SOFFIT; MAX. 24' F-aumm Rafters with one Td Ring Shank Na* at every Ratter MASONRY ALC 15001 4 FL12194-R7 Page 16 of 19 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technicai Sevlce5, LLC of any r"oddc'•. changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recon ,mended use, or J"'her product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System.ho. Installation Detail 1 }• TRIM NAR. FASCIA BOARD PANTED S.S CR FASCIA CAP STAPLES USM A CIU MCNIO SOFHT PATTERN: REFER TO CANTILEVERED 11-j- CROWN STAPLE SOFFIT STAPLE, RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD r SOFFIT VFASCIA 1 i• TRM NAR PANTED S.S. DETAIL 24J-1 & T;q' CROWN STAPLE24J-2 FASCIA CAP, REFER TO SOFFR t FASCIA Nomhal 1• x r SYPOallero I - DETAIL- 8• \ . xabbed between andSOFFIT; RAX. K• 3I8' 1-CNANNQ - aecued with aro (1)1) Yd7d rirq Am* nail straight-naded Orough BN tarter anb the and WOOD SUBSTRATE of the baft or hos (2) 7d V shrac nab We -naiad on, elft of the be". at Opt bapordhd r Inbxsa. N - SOFFIT STAPLE OIAMONO PATTERN ALC 15001.4 FL12194-R7 Page 17 of 19 This evaivation report is provided for State of Florida product approval under Rule 61(320-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERV ICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail I 18pa,1 f4• x 1' staples 24' ox, max ovan MrTE!4 " 'Diamond" Patten 18ga.,114"x 1' staples 1 r ot.'rriv 24JJ-1 I 18 ga;1ld" x 1' staples 1(r O.C. max and I Yf - long x.072" Dia. Trim - , Nails with 3116' Head C 318' a.c: Max c 18ga.,1f4 x 1• 3T . staples 24• D.C. max A. k. jV Dlsmond' Patten J -Channel Dotd o 189i.' I W X 1' staples r D.C. max M i 5 1 t . -•Y J -Channel D" A ALC 15001.4 FL12194-R7 Page 18 of 19 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, reccromenced use, or ot;.e. product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No, I Installation Detail_ 18ga.,1 f4' x 1' staples 24' o.c. max oven w reR Diamond Patten 18ga.,114' x 1' R staples 12' o.c. max it B A I 18 ga, 114" x 1' staples 16' o.c. max mW 1314' Long x.072" Dia. Tnm I -Channel Naas with 3116' head 4' 3A o.c. nrax D"19 24JJ-2 I"a"lie x1' 18ga.,1W'x1' 3fg staples 24' ox. max shapies 12' O.C. max Diamond Patten Dlamond PaW 18 ga.,1/4' x 1' staples in horzontal leg of female lap Channel Oetai A ALC15001A FL12194-R7 Page 19 of 19 his evalua?ion report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or qual;ty assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL E;BRV ICCS, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60 -ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7 Vot is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects with mean roof heights greater than 60 -ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 -ft. ALC 15001 4 FI -12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes o., quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, reccmmended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C i; Zone Roof= Type,- _~ Height (ft) R''-.:ti.:.•ci'r. a._ -p.r a1.:---,.- 120 I 130 f:A ffits niEopsure. i3 EasiaWind Speed (mph) I 140 150 160' 170 - 180 190 r 200 } 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 30 -16.9 -19.8 -22.9 -26.3 -30.0 -33.8 -37.9 -42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 Enclosed 50 19.5 22.9 26.5 _ 30.5 34.7 39.1 43.9 48.9 54.1 60 -20.5 -24.0 -27.8 -32.0 -36.4 -41.1 -46.0 -51.3 56.8 - N`'tiv` 20Loads)- 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 -20.8 -24.4 -28.3 -32.5- -37.0 -41.7 -46.8 -521 57.8 40 -226 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 300 25 10.8 •12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 Enclosed 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Loaddss)) a Lo 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1' 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC 15001.4 FL12194-R7 Page 2 of 4 This eva;,atian red,:rf is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or qua;;iy assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLL. ALUMINUM COILS, INC Soffits Appendix C Building ZoneRoofft Mean Height 120 DesignWind Pres®rreffor,So 4s inmxpos e,C Basic 1'Nind td- SpeephjType130140150160170180190200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 -22.6 -26.6 -30.8 -35.4 -40.2 -45.4 -50.9 -56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 Enclosed 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 729 60 -27.2 -31.9 -37.0 -42.5 -48.3 -54.6 -61.2 -68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 7 4.3 25 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 77.6 30 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 858 50 324 380 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 -33.6 -39.4 -45.7 -52.5 -59.7 -67.4 -75.5 -84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7_ 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 I 40.3 5 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7F650 0 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.4 FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacture- shall notily CREEK Techrica! 32 rtes, LLC of a y I.'CdJG: chnr3es or quality assurance changes throughout the duration for which this report is valid This eva'uation report cites not express for imply warranty, instalia,;or,, reccrnrner,ded LS8 or c i er product attributes that are not specifically addressed herein. CREEK . TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C L. ~Jean-_ - Types ,,"- Zone yHeght(ft)" 120-_ i for S#a n_EY 'S"Ure Basic Wnd Speed (mph 130... ' 140 150- ' ^160 1 - 170y 180 190 200 20 26.0 30.5 35.4 40.6 46.2 52,2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 436 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 Enclosed 50- 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 -31.5 -37.0 -42.9 -49.3 -56.1 -63.3 -70.9 -79.0 87.6 ivca3aii'vc Loads) 20- 32.1- - 37.7- 43.7 50.1' - 57.0 64.4 72.2 80.4 89.1 25 -33.3 -39.1 -45.3 -520 -59.2 -66.8 -74.9 -83.4 92.4 30 -34.5 , -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 727 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 608 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 g 26.0 29.6 33.4 37.5 41.7 46.3 Enclosed 4 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 '17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 423 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Pcsi`i" Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 389 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC 15001.4 FL12194-R7 Page 4 of 4 This eva!uation report is provided for State of Florida product approval under Rule 6IG20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or Gu=liiy assura=.ce changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F -Channel 3/8" J -Channel ' 3/8" 3/4" 1/8" HEM T7 3/4" ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/8' PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC.15001 4 _FL12194-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3 The manufacturer shat; notif CREEK Technical Serv":es, LLC of a -.y d: c; chcriges quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor innply warranty, irstal!a,:or., reccmrnercad use, or ct er product attributes that are not specifically addressed herein CREEK TECHNICAL SERVICES, LLC Fascia 1/8" HEM 5 3/4" 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC soffits Appendix D ALC15001.4 FL12194-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule E1 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes 1hrcughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERV IC:=S, LLC 16" 04 Soffit ALUMINUM COILS, INC Soffits Appendix D 18' i3LANK 3 / 8 PROFILE zirsvFa O WTM ais T" 1012STO. o 0000 ooa 0000_ 0000 00000 0000" ALC 15001 4 FL12194-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 81G20-3 The manufacturer shall ncVy CREEK Technicai LLC of any prcdjc: chances or quality assurance changes throughout the duration for which this report is valid. This eva'uation report does not express nor;tr.p;y tivarranly, insiaiiaticn, reccrnmerlded use, cr o:':er product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 31/8" Wl i/-8,1 -31/8" 1- 7/6"- 31/8" 5/16" I 1/2" 1/2" 1/2" 1/2" 3/4" _ _ _ y 1/8" •1/8" 3/e" r 13.15" BLANK 3/8" PROFILE 2,75 REF 0 S•TYP 02a 7YP 11,2V „•P 000 0000a-• 0000a • I 0000 i END OF REPORT ALC15001.4 FL12194-R7 Page 4 of 4 This eva 4aticn report is provided for State of Florida product approval under Rule 61 G20 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. BUILDING PRODUCTS I Application Instructions for FORMERLY HERITAGE®30 HERITAGE® LAMINATED ASPHALT SHINGLES Dallas, TX * Frederick, MD • Joplin, MO • Phillipsburg, KS THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. THIS PRODUCT IS COVERED,BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40°F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT: It is not necessary to remove the plastic strip from the back of the shingles. I 1. HOOr oca These shingles are for application to roof decks consisting of plywood or sheathing boards capable of receiving and retaining fasteners, and to inclines of not less than 2 in. per foot. For roofs having pitches 2 in. per foot to less than 4 in, per foot, refer to special instructions titled Low Slope Application". For roofs having pitches greater than 21 In. per foot, refer to special instructions titled "Mansard Roof or Steep Slope Roof". Shingles must be applied properly. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD: All plywood shall be exterior grade as defined by APA - The Engineered Wood Association. Plywood shall be a minimum of 3/8 in. thickness and applied in accordance with the recommendations of APA - The Engineered Wood Association. SHEATHING BOARDS: Boards shall be well -seasoned tongue - and -groove boards and not over 6 in. nominal width. Boards shall be a 1 in. nominal minimum thickness. Boards shall be properly spaced and nailed. s. TEMMATION Inadequate ventilation of attic spaces can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, the ventilation system must include inlets and outlets. This may be accomplished with a combination of ridge and soffit vents or by using gable end vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented. This may be reduced to one square foot of ventilation area per 300 square feet if at least 40% and not more than 50% of venting is provided not more than 3 feet below the ridge or if a Class I or II vapor barrier is installed on the warm in winter side of the ceiling in climate zones 6, 7, and 8 as recommended by the 2012 International Residential Code. For more Information consult your design professional. If the ventilation openings are screened, the total area should be doubled. S. rASTans WIND CAUTION: Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight. These conditions may impede the sealing of the adhesive strips on the shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/or blowing dust. In these situations, hand sealing of the shingles is required. To insure quicker sealing, apply 4 quarter -sized dabs of TAM -PROM) SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive, meeting ASTM D 4586, Type 1, on the back of the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and 1 in. (25mm) up from the bottom of the shingle. Press shingle firmly into the adhesive. For maximum wind resistance along rakes, install any TAMKO starter shingle including sealant or cement shingles to the underlayment and each other in a 4 in. (102mm) width of TAM - PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. Shingles must also be fastened according to the fastening instructions described below. Correct placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and described below, this will result in the termination of TAMKO's liabilities under the Limited Warranty. TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated in the Limited Warranty. See Limited Warranty on the wrapper or tamko.com for details. FASTENING PATTERNS: Fasteners must be placed 6-1/8 in. from the bottom edge of the shingle, penetrating through the common bond, and located horizontally as follows: 1) Standard Fastening Pattern. (For use on decks with slopes 2 in, per foot to 21 in. per foot.) One fastener 1 in, from each end and one 13-1/2 in. from each end of the shingle for a total of 4 fasteners. See Standard Fastening Pattern illustrated below). STANDARD FASTENING PATTERN BOND NAIL ZONE COMMON 6-1I I I 1 I I I I EXPOSURE 5 -WS* 12-1/2" 12-3/8" 12-1/2"-- h -I" Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-53078868 13 CONTINUED from page 1) FORMERLY HERITAGE® 30+ s iIME&V I HERITAGE® BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in. per foot.) One fastener 1 in. from each end and one fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Pattern illustrated below.) MANSARD AND HIGH WIND WARRANTY FASTENING PATTERN FASTENERS NAIL ZONE COMMON BOND 8 EXPOSURE 5 5/8• 1 tri-lrzvh--1rz•-.- -us•+-1rz•+j-trzw+{ l. -t• 3) High Wind Warranty Fastening Pattern. (For High Wind Warranty Application requirements) One fastener 1 in. from each end. One fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of six (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of TAMKO starter shingles including sealant strip at eaves and rakes. Alternatively, along rakes, cement shingles to the underlayment and each other in a 4 in. (102 mm) width of TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underlayments resulting in the asphalt flowing, dripping and staining. High Wind Application is offered on new construction or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High Wind Application Warranty MPH, as stated on Table I in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH limit. (See Mansard and High Wind Fastening Pattern illustrated above.) NAILS; TAMKO recommends the use of nails as the preferred method of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum head diameter of 3/8 in. Nails should be long enough to penetrate 3/4 in. into the roof deck. Where the deck is less than 3/4 in. thick, the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in. through the roof deck. Drive nail head flush with the shingle surface. Properly Driven Improperly Drlwn 17111' min dlemeler underdrlven ovrdrleen crooatd Asphalt shingles DwlJng r_ i I nominal Kmprp Weight, good penWatbn. Inadequate loo dap, Ma Inadequate and flush wlth shingle surface psnstralon Into shingle anchorage STAPLES: If staples are used in the attaching process, follow the above instructions for placement. All staples must be driven with pneumatic staplers. The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown width must be at least 15/16 in. staple crown width is measured outside the legs). Leg length should INNER Was LN Zim crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, underdriven or overdriven are considered improperly applied. CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONE COMMON BOND AS SHOWN IN THE FASTENING PATTERN DIAGRAMS. 4. DNDBRWi11fMSNT UNDERLAYMENT. An underlayment must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which is not covered by TAMKO's Limited Warranty. Products which are acceptable for use as underlayment are: Asphalt Saturated Felt Underlayments: SuperX 30T"' Underlayment TAMKO No. 15 Asphalt Saturated Organic Felt Any TAMKO non -perforated asphalt saturated organic felt A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type I or II or ASTM D4869 Specialty Underlayments: Tam -Shield• Synthetic Underlayment or Synthetic Shield Underlayment TAMKO TW Metal and Tile Underlayment, TW Underlayment and Moisture Guard Plus® (additional ventilation may be required. Contact TAMKO's Technical Services Department for more information.) A self-adhesive underlayment designed for use with asphalt shingles which meets ASTM D1970. For Asphalt Saturated Felt Underlavments: Apply the felt when the deck is dry. On roof decks with slopes 4 in. per foot and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in. If left exposed, the felt may be adversely affected by moisture and weathering. Laying of the felt and the shingle application must be done together. For All Other Specialty Underlavments: On roof decks with slopes 4 in. per foot and greater apply the underlayment parallel to the eaves in accordance with underlayment written application instructions. The underlayment should not be left exposed for a longer period of time than is specified In the underlayments written application instructions. The final roof covering must be installed before the structure is exposed to adverse weather conditions, such as wind driven rain, high wind, hail, ice storms, etc. (Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 2 CONTINUED from page 2) FORMERLY HERITAGE® 30 j ILoILMMU I HERITAGE, BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD • Joplin, MO IN, Phillipsburg, KS In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem, TAMKO's Moisture Guard Plus®, TW Metal and Tile Underlayment or TW Underlayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more information. Substitute products as shingle underlayment should not be used. L APPLICATION STARTER COURSE: A starter course may consist of TAMKO Shingle Starter, TAMKO 10 -inch Starter or self-sealing 3 -tab shingles. If self- sealing 3 -tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course with approved fasteners along a line parallel to and 1.5 in. to 3 in. above the eaves edge. The starter course should overhang both the eaves and rake edges 1/4 in. to 3/8 in. if drip edge flashing is not used along the eaves or rakes. If drip edge flashing is present, install shingles even with the drip edge. Fa lna.I — eed letwrca slag rakes. Instate any TAMKO elerler tangle Mpluding wlenl a amera twgNe ato godaym.m and earn otter in a at" (102 mm) W lmh of TAM•PRO®SUS FWhig Cement TAMKO a TAM.PROO tA+OerNYnwnt OsckPtaerkRootCameramnaTAWOla -Seal AOMw E- MYYng M aa" saha ited lsN alpedge Rake \\ FaaNnMe__\ 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 IMod l -1/I to 3' Firm rake a0ge 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 3 Stan Intel Wnp with V2 Wlgla Stater Wipe owrlhag salt-eeelug Eaw Fasteners Witerlge rani Wed Own baow With MI sanest and rake adrwtw Noawd WO In ager W .11., with ew 111' to 3W a mdrip edge po"Wistl 1-/? W 3' Ira "rot,CW sa flashing s present If anp along eaves Ian ass edge edge Nothing Is prwnl. a take edge Install tangles everh WIth Wp edge SHINGLE APPLICATION: Start the first course with a full size shingle and overhang the rake edge 1/4 in, if drip edge is not present. If drip edge is present, align shingle edge with drip edge flashing. Cut 10-3/8 in. from a full shingle to form a shingle 29 in. long. Use this to start the second course (see diagram below). Cut a 23 in. long shingle to start the third course. Use the remaining 16-3/8 in. piece an warn Qh town Ud coon. east worn lot coven of shingle to start the fourth course and use the remamiAg 10-3/8 in. piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. exposure (see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge, flip any pieces that are 8 in. or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE: Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in. from one another. CIA you that wase W" b maw 20' ands a 103W length W a wwn0 alto b make a 23' aid 16 3W length AM aa BegIN appaca0w wNh • Na length ahkgN L.Twn tay yea 20'. 23', t0 3l0' and t0 w Aa you can w. ohne ahggles with two oUN mals one oounaa. qq Co htkhlle WOIMng yw Way acems Ura 1001 V~ you make yw 11. NMI W at the rwft edge, Nb sty pNwe Ural an 0' a Wiper back onto ow root Tse ptaon tan be wodwd W arywhom WNhwl 0ee0% zlppele a oobr waftwo NOTE: Do ntea elan M 01 ahhlyM eoureas adwn worldrg Mt Orn pteeea. Joktb eltouq a ne daear otan P anent eM arta0r. S. IOW shops APPLMATION On pitches 2 in. per foot to 4 in. per foot cover the deck with two layers of underlayment. Begin by applying the underlayment in a 1/2 -sheet width along the eaves and overhanging the drip edge by 1/4 to 3/4 in. Place a full -sheet width over the 1/2 -sheet width starter piece, completely overlapping it. All succeeding courses will be positioned to overlap the preceding course by 1/2 -sheet width. If winter temperatures average 25eF or less, thoroughly cement the laps of the entire underlayment to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building. As an alternative, TAMKO's Moisture Guard Plus®, TW Metal and Tile Underlayment, or TW Underlayment self -adhering underlayment may be used in lieu of the cemented felts. T. NIANsAHD HOOP OR sTSSP shops ROOF If the slope exceeds 21 in. per foot (60), each shingle must be sealed with TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive immediately upon installation. Quarter -sized dabs of cement or adhesive must be applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 3 CONTINUED from page 3) FORMERLY HERITAGE® 30 1 XAMAU 1 HERITAGIr BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS s. a&soonNs Before re -roofing, be certain to inspect the roof decks. All plywood shall meet the requirements listed in Section 1. It is not recommended to install laminated asphalt shingles directly over existing laminated shingles due to the unevenness of the existing multi -layered shingles. The performance of the sealant feature may be compromised, preventing the shingles from sealing properly. It is acceptable to install laminated shingles over existing three -tab strip shingles which are flat and essentially intact. Nail down or remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or protruding nails. Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip edge metal and replace with new. If re -roofing over an existing roof where new flashing is required to protect against ice dams (freeze/thaw cycle of water and/or the backup of water in frozen or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and apply TAMKO's Moisture Guard Plus° , TW Metal and Tile Underlayment, or TW Underlayment. Contact TAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in. exposure single roof: Call TAMKO Technical Services for further information. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 5-5/8 in. exposure. See description below: Starter Course: Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting stnp over the existing roof edge (with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and apply the remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the existing roof at the eaves. The existing roof should overhang the eaves far enough to carry water off into the gutter. N this is not the case, cut and appy the starter strip so that it will provide sufficient overhang for proper drainage. First Course Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course must also be applied evenly along the eaves edge of the new starter strip. Second and Succeeding Courses: Remove 10-3/8 in. from the rake end of the first shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle in the course above. This method should create an exposure of 5-5/8 in. after the first course. When beginning the succeeding courses continue to follow the Heritage application Instructions. (See section 5). 8. VALLEY iAPPI61CATION Over the shingle underiayment, center a minimum 36 in. wide sheet of Moisture Guard Plus", TW Metal & Tile Underlayment, or a minimum 50 Ib. roll roofing in the valley. Nail the underlayment only where necessary to hold it in place and then only nail the outside edges. IMPORTANT: PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note: For proper flow of water over the trimmed shingle, always start applying the shingles on the roof plane that has the lower slope or less height. Extend the end shingle at least 12 in. onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. Press the shingles tightly into the valley. Use normal shingle fastening methods. Note: No fastener should be within 6 in. of the valley centerline, and two fasteners should be placed at the end of each shingle crossing the valley. To the adjoining roof plane, apply one row of shingles vertically facing the valley and 2 in. back from the valley centerline. Note: For a neater installation, snap a chalkline over the shingles for guidance. To complete the valley, apply shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in. point from the centerline where the edge of the vertical shingle has been applied, covering the vertical shingle. Minimum 36' wnde sheet of Moisture Guard Plus, TW Metal b Tiles -" heavie Underlayment Valley centerline Extra nail in mace rip or snmgre on me edge or the vertical Shingle, 2 inches back from valley centerline and covering the vertical shingle. Extend end shingle 12'-18'beyond valley centerline No fasteners within 6' of centerline FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast Distnct 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4 CONTINUED from page 4) FORMERLY HERITAGE® 30 1 SAMAU 1 HERITA6Ir BOILDING PRODUCTS, LAMINATED ASPHALT SHINGLES Dallas, TX a Frederick, MD a Joplin, MO a Phillipsburg, KS 10. BIP AND RIDGE PASTBNING DBTM Apply the shingles with a 5-1/8 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side, 5-5/8 in. back from the exposed end and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1/4 in. longer than the one used for shingles IMPORTANT. PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Dlrectlono pretralling wind Start 5-1/8" exposure ZFn]M a 1" 11 , Fastener Starthero 5-1/8" exposure THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. IF YOU HAVE ANY OUESTIONS REGARDING THESE APPLICATION INSTRUCTIONS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4681. I I. Information Included in these application instructions was current at time of printing To obtain a copy of the most current version of these application instructions, visit us online at tamko com or call us at 800-6414691. TAMKO®, Moisture Guard Plus®, Tam-ShleldO, TAM -PRO® and Heritage® are registered trademarks and Superx 30 is a trademark of TAMKO Building Products, Inc. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.Com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 rJ JP69909 1P JW i CITY OF Sikil4FORD FIRE DEPARTMENT' EN Job Address: 41 Building & Fire.Prevention Division PERMIT APPLICATION APP li61tion No: f 00 Documented Construction Value: $ IL4 '54reeHistoric District: YesF—]No[l Parcel ID:) — 5D 7 '"0Z00` D' I Type of Work: N;4x Add Wo'nD Allteration Repair Demo Description of Work: 1 "C// eb tail Residential Commercial; Change of UseElMove Plan Reyiew Contact Person: Title:. Phone: Fax: Email: Property Owner Information Name. SS Phone: Street: 2- , ' Resident of property? :h.Q City,,- State Zip: Contractor Information Name tTAi.rPhone:,-'I. f39f-ZoZ.3 Street: ; % Fax: 14Q?. City.. State. Zip: State License No.: ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail• Bonding,Company.: ' Mortgage. Lender: Address: Address: WARNING TO. OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE. RECORDED AND POSTED ON' THE JOB SITE, BEFORE THE FIRST INSPECTION. IF YOU 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. 1 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, furnnees, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the,date of application and the code in cffect as of that date: 61 Edition (2017) Florida Building Code, Revised. January•', 2018 • Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicablc 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 Cityof 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 ill of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zobin Signature of Owner/Agent Date pmature of Contractor/Agent Date Print Owner/Agent's Name Print Con for/Agent's Name 1 D kt4 Signature of Notary -State of Florida Date .. Owner/Agent is' Personally Known, to Me or Produced ID Type of ID Date t MEIIZAZEPEDA Commisft # GG 151341 Exolree November 2, 2021 Contractor/Agent is a,gw:: Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY J Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: _ t Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric I* of Amps Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: COMMENTS: of Stories: Plumbing - # of Fixtures of Heads, Fire Alarm Permit: Yes No UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: r Revised: January,I, 2018 Perimt Application A. CITY OF NANFO FIRE DEPARTMENT , Building &• Fire Prevention Division PERMIT APPLICATION Application'No• I ) (a 9 I Documented Construction Value: $' Jj [ j,, L Job Address: 5)u C.•' 1 ' +J/ /e•l Historic District: Yes No Parcel ID: C31 --5b-7 -0')0—W3- Q Residential134 Commercial Type, of Work: Ne Addition[— .Alteration Repair Demo Change_of Use Move is Description of Work:, K6)s, Y±S Plan Review. Contact Person: Title: Phone.. Fax• Name Street: City, S Email: nformation Phone: r Resident of property?-: /VO Contractor Information Name 1 / Phone:a'_ Street: D .. Fax:,- City, State Zip:_'01111041k A State License No.: GFC/y2 S ArchitecuEngineer Information Name: Street: City, St, Zip: Bonding Company: Address: 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. t 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. s FBC 105.3 Shall be inscribed with the date of application and the code in effect-as,of that date: 61b Edition (2017) Florida Building Code Revised' January 1, 201& 1 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 '11 work will be done in compliance with all applicable laws regulating constructs n oning. 5=16v A8 Signature of Owner/Agent Date ignalure of Contractor/Agent Date Print Owner/Agent's Name Print Contra /Agent's Name a. _ ..J lo•lS Signature ofNotary-State of Florida ' ' DateSignature o -St a of Florida' Date MELIZA21tPEDA Commlesbtl Explrea November 2; 2021 Nl30157341 r o • ' 101!1 1 g,F%:.+ Owner/Agent is Nrsonally•I{nown to Me or. Contractor/Agent Peoduced ID, Type of ID Produced I.D. Type of ID BELOW IS FOR. OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[]Gas Roof E] Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: of Stories• New Construction; Electric .7# of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Revised: January 1, 2018 Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application b •. j• CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: r Documented Construction Value: S Job Address: U l'(l 1+Li Historic District: Yes \o Parcel ID: Residential ErCommercial Type of Work: l ew addition Alteration Repair D Demo Change of lise move Description of NVorlc: 1 t`.i 4n 1 1Qe411 Feer -li'I—IC i (-'r ' CEd 'V 1 C 1 /, is F2 bC) t• Ch n/7s> Plan Review Contact Person: J Title: Phone: I, f Property Owner. Information C t Phone: Name Fax: Email: Street: Cit -N., state Zip: Resident of property? Contractor Information N a me `i%rct F ` ' ' c--. i l -4 Ph o n e: -T-7 6:7rY L i I 1 2 r Street:, `' t kJ Fax: —• Citi', State,7_ip: I i r l / I State License No. Arc.hite.ct/Enginee r Information Na lIle: Street: city, St, Zip: Bonding Compania Address: Phone: Fax: E-mail: _ Iortaa(;e Lender: address: WARNING TO ONVNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 1N YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CO HENCE\IENT NIUtST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST I_\SPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT «TTFI LOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOL`fZ NOTICE OF CQNI IENCENIENT. , pphcaaon is he, -,-b%, rade to obtain a permit to do the cork and installations as indi=ed. 1 ceri \ that no \\'ork or installarton has co;rrtcaced prior to th, issuance,of a permit and that all work will be perlorried to meet standards of all la\t's regulating con ssuc:ion in tilts jurisdiction. I understand that a separate permit must be secured for electrical \lurk, plumbinc. signs, \\ells. pools. furnaces. boilers, heaters. tanks, and air conditioners. etc. FCC 104.3' Shall be inscribed %%ith the date of application and the code in effect as or that date: -01 Edition t'-014) f lorida Building Code iZJ..>:•.1'Jun. "020ig 7' NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this Proper• that may be found in the public records of this count•• and there may be additional permits required from other govertrmental entities such as .rater management districts, state agencies, or federal a-encies. I V Acceptance of permit is verification that I ill notify the owner of the property of the requirements of Florida Lien Law. FS 711 The Cit i• of San ford. requires payment of a plan re%iew fee at the time of pcnnit 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 fieured based on the current ICC Valuation Table in effect at the time the, pennit is issued, in accordance with local ordinance. !Should calculated charges figured off the executed contract exceed _the actual const uc:ion value. credit Nrill be applied to your permit fees when the permit is issued. r , OWNER'S AFFIDAVIT: 1 -certify that all of the foregoing information is accurate and that all «•ork-will be' done in compliance withlall applicable la,%N-s regulating construction a ng. Si_;atur:,oiO tn:r'.ag:nt I Date 1 Print Own, r• 4emt's Nan: L I Signature of \utas} -State of FIonda Date I Owner/Arent is Personally Known to 'Nle or Produced -ID Type of ID t rrarn COMMISS of RFF 175017 y or Expires Nov" r 9, 201JvnContractor ., dent is , _ to \Vle or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Buildin 1 Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min- Occupancy load: Mw Construction: Electric - F of Amps Fire Sprinkler' Permit: Yes No _ of Heads APPROVALS: ZO\I\G• UTILITIES: E\GINEERI\G: CO MME\TS: hn_ A. 2015 t r of Stories: Plumbing - T' -.'of Fixtures Fire :alarm Permit: Yes No WASTE WATER: FIRE:' BUILDING: