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510 E 14 St 18-2277; NEW SFH (2)
COUNTY OF SEMINOLE IMPACT FEE STATEMENT CA c's BUILDING STATEMENT APPLICANUMBERTION: 181#: 18- 10000468 00004 DATE: May 14, 2018 BUILDING PERMIT NUMBER: 18-10000468 UNIT ADDRESS: 14TH STREET E 510 31-19-31-507-0200-0020 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLATBOOK: 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 TYPEUSE: WORK DESCRIPTION: CITY-SANFORD SPECIALNOTES: 510 E 14TH STREET / SAN LANTA / SFR FE....--- UNIT-------- TYPE BENEFIT RATE UNIT ECALC UNIT TOTAL DUE DISTSCHEDRATEUNITSTYPEROADS - ARTERIALS N/A Single Famil Housing 705.00 ROADS-COLLECTOKS N/A 1.000 dwl unit 705.00 SEingESleCFamily Housing .00 FIRUEN/A 1.000 dwl unit 00 LIBRARY N/A Sgle Family Housing 54.00 00 SCHOOinLS N/A 1.000 dwl unit 54.00 Single Family Housing 91000.00 PARKSN/A 1.000 dwl unit 91000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 CREDIT FEES: SCI LIBRARY R 00 Sin SgleFamily Housing 54.00 SCIOOLSR1.000 dwl unit 54.00- Sin 1 SCIRge Famil Housing 9,000.00 ADARTERTALSR1.000 dwl unit 91000.00- Single Family Housing 705.00 1.000 dwl unit 705.00- AMOUNTDUE00PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLECOUNTYROAD, FIRE LIBRARY AND/OR EDUCATIONAL ISSUANCEPEWRESCUE, OFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT,OR OWNER, TOAPPEALTHECALCULATIONOFANYOFTHEABOVEC' MENTIONED MUSTBEEXERCISEDBYIP T FILINGAWRITTENREqUESTWITHIN45ACFEES DAYS OF THE DATE CALENDAR ABOVE, BUT NO LATER THAI, CERTIFICATEOFOCCUPANCYOROCCUPANCY. THE REQUEST FOR REVIEW MUSTMEETTHERE8UIREMENTSOFTHECOUNTYLANDDEVELOPMENTCODE. COPIESOFRULESOVERNINGAPPEALSMAYBEPICKEDUP, OR REQUESTED, FROMTHEBUSINESSOFFICE: 1101 EAST FIRST STREET, SANFORDFL, 32771; 407-665-7356 . PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDINGDEPARTMENT1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHULREFRENE THE COUNTYBUILDINGPERMITNUMBERATTHE 'OP LEFTOOFD THISESTATCEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDARDAYSFROMTHEDATEABOVE BP# B'U1ING PERMT Min Max Ins ection Descri Lion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down CellEs' Sheathing — Walls Sheathing — Roof Roof Dry In Frame GC> Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar O cK:iD Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building Other Address: ELEcmcm, PERwT 1 Iin Max Ins ection Descriptiontinn Electric Underground Footer / Slab Steel Bond ZO Electric Rough Z£0 T.U.G. Pre -Power Final Electric Final Mechanical Rou€ Mechanical Final Allin I Max I Insvection Description Gas Unde Gas Roug Gas Final REVISED: June 2014 3r CITY OF SjkNFORD .-fie Building & Fire Prevention Division PERMIT APPLICATION Application No: Documented Construction Value: $ r a'rg I99 C) 5 Job Address: 510 E. 14th Street, Sanford, 32771 Historic District: YesF—]No Parcel ID: 31-19-31-507-0200-0020 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 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 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 t, 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. l 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: 6i0 Edition (2017) Florida Building Code 5'1 Revised: January 1, 2018 LL ` y c Permit Application 1 Cry G ? NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Siiggnnaatture of O"ner/Agent Date Pr 2twner/ Agent's Nam ° // C0"`G rgnature of Notary -State of Florida Date w"`••., ANNETTE M BLAND e` Notary PLb1ic - State of Florida Corrrrissior » GG ±709CC J My Camm Expires Jan 16 2C22 Owner/A _; Cec:arc. rya vc:aei0sc. le or Produced ID Type of ID Signa re of Contractor/Agent Date Print qifnactor/Agent's Name i Signature of Notary -State of Florid z •... ANNETTE t i BLAND n •. Notary Pudic - State of Ftariea t•• Corrrrissiar GG tTG9GG R4 F " 't hhcrCom. BpPi OsrJar vc,rAaa Contractor/ nown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [R Electrical Y Mechanical ['' Plumbing® Gas[] Roof Construction Type: Occupancy Use: (z.3o Flood Zone: Total Sq Ft of Bldg: 1!2 3-1 Min. Occupancy Load: ( © # of Stories: New Construction: Electric - # of Amps ffJ Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No Rr # of Heads APPROVALS: ZONING: '/ UTILITIES: ENGINEERING: FIRE: COMMENTS: _•_• Ok to construct single family home with setbacks and impervious area Fire Alarm Permit: Yes No' WASTE WATER: BUILDING: Revised. January 1, 2018 Permit Application CITY OF kNFORD Building &Fire Prevention Division PERMIT APP' LI'CATION FIRE OEPARWA[N1 ApplicationNo: 1 C Documented Construction Value: $ 162,900 Job Address: 510 E. 14th Street, Sanford, 32771 Historic District: Yes NoFvl Parcel ID: 31-19-31-507-0200-0020 Residential Commercial Type of Work: Newt Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Construction Plan Review Contact Person: Matt Patterson Phone: ( 321) 299-6589 Fax: (407) 650-2879 Name Cypress Holdings, LLC Street: 4925 Red Brick Run Title: VP Email: cypresshomebuilders@gmail.com Property Owner Information City, State Zip: Sanford, FL 32771 Phone: ( 407) 616-5997 Resident of property? : No 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 Bonding Company: Address: N/ A E- mail: raj70659aol.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 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: 611 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 I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Pr' t wner/Agent's Nam ignature of Notary -State of Florida Date R '>"' •.., ANNETTE M BLAND Notary Public - State of Florida Commissior k GG 170WO zs ? trty Gomm. Expires Jan 16.2C22 rceC.or . rtia NowyAssn. Owner/A e or Produced ID Type of ID Sign a re of Contractor/Agent Date p4'V10 Print n clot/Agent's Name 0-444 5- .1 -18 Signature of Notary -State of Florida , ANNETTE N1 BLANDtiY•?.•.,' Public - State of F oridaNote, $1 GG 1709C0 r Comm. Expires Jon 16.2C22 wo Contractor nown 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes n No UTILITIES: WASTEWATER: FIRE: BUILDING: Revised: January 1, 2019 Permit Application Mir Revisionl5;"" Response to Comments El Permit # v - 22 7-7 Project Address: 510 F- I Contact: 3 Z 1 - 2 9 cl - (0 S 1 =. AAATT- City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date f, li?-7 I le Ph: 0 -7 to I & H 1 ? -7 Fax: 144 7 4X(A) (0 5 -7 't Email: v e- 5s' 1e V Trades encompassed in revision: wilding 11 Plumbing 0 Electrical 0 Mechanical 11 Life Safety El Waste Water Department El Utilities El Waste Water 0 Planning 11 Engineering El Fire Prevention El Building General description of revision: 5V,J1TC,+j-1^J6 00-r -Fpusf> Lomwok-J- ROUTING INFORMATION Approvals THIS INSTRUMENT PREPARED BY: R• D. • >, Address: 4225 Bed Brick Run NOTICE OF COMMENCEMENT Permit Number: 18-2277 Parcel ID Number: 39-19-31-507-0200-0020 r:r:rs $fill 11111 fill# fill j%1l GRANT MALOYr SEM MOLE COUNTYCLERKOFCIRCUITCOURT & COPIPTROLLERBK9162Ps1993 (1F'9s) CLERK'S x 2018074526 RECORDED 06/28/21118 11+:03. i.B AI`1RE(:cj;',:-4NG FEES sin" 0f RECORDEDBYhdevoireThe undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) E 35 FT LOT 2 & W 25 FT LOT 3 RI K 9 RAN I AKITA PR R(-. sin 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of single family dwelling •according to plans and specifications 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Cypress Holdings, LLC / 4925 Red Brick Run, Sanford, FL 32771 Interest in property: Fee simple Fee Simple Title Holder (if other than owner listed above) Name: N/A Address: N/A 4. CONTRACTOR: Name:Belle Grace Construction Corp. a FL Corporation. d/b/a Cypress Homes Phone Number: (407) 616-5997 Address: 4925 Red Brick Run, Sanford FL 32771 5. SURETY (it applicable, a copy of the payment bond is attached): Name: N/A Address: N/A Amount of Bond: N/A 6. LENDER: Name: FIDELITY BANK Phone Number: Address: 7807 Baymeadows Road E., Suite 200 Jacksonville FL 32256 Attn: Annie Howe 7. 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)(a)7., Florida Statutes. Name: N/A Phone Number: N/A Address: N/A 8. In addition, Owner designates Annie Howe of FidelO Bank At: 7807 Baymeadows Road E., Suite 200, Jacksonville, FL 32256 to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: (904) 996-1039 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO QWNER: 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. Matthew Patterson, Manager / Cypress Holdings, LLC Signature of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Titte/Office) AuthorizedOfficer/Director/Partner/Manager) t State of County of '• The foregoln inst lent was agknowleAlged bef re me this day of r 20 j fnn .0 _ A. ., / Z, / L, 1/' by Name of person king statement Who is personally known to me O OR who has produced identification type of Identification produced: t: iir P "'••. KEYSHA UAWAN DICK]Florlda llotaryPublic - State of. Commission 1 GG 10± MyCommExpires FF aondedihroughNa, iorWt4oi May Sketch of Descri ptian Sheet 2 of 2 Lot 13 Celery Avenue Addition Plot Book 1, Page 125 13.V Alley (Unimproved) Celery Avenue Addition, Fee of ( Plat Book 1, Page 125 N 90000'0001 E 60. 00' L,— Avemm AddWm 60.60— - 1b.00' 35.00' San Lanta Plat Book 3, Page 80 East Lot I I z 35' of Block 2 Lot 2 Block 2 Parcel 4A Parcel 6 Remainder of CD Lot 2 Block 2 Not Included In this Legal Description) 60.W 15,W 35,00, oo KI OnGrInInn" C: 78Z nn' wA 25.00' West 25' of Lot 3 Block 2 25.00' S 90000,001, w 60.00, Point of Point of Commencement Beginning SW Comer of Lot 1, Block 2 (Asphalt Road) Platted As: 14th Street Known As: —East 14tF Street 60'Right-of-Way) kA Ann es v y —Tu"WNa-4-0 1 Lake Mary. Florida 32746 www,irelandsurveying,com Office-407,678,3366 Fax-407.320.8165 Lot 14 Calory Avenue Addition Plot Book 1, Page 125 25,w Reminder of Lot 3 Block 2 Not Included In Data Legal Description) I Lot 4 Block 2 P$a cel C 9 2&W 1W of ffai I-41hVW;;l I NOT To Scale This is NOT a Survey. This is ONLY a Sketch. t- , Parcel Information Proacrty Record Card ParcW: '-5j(01,0 L' " Property Address: 1 i i 111 i S 1 5 `,W 'M' s-i_ 32 '' 2`06 Value Summary Description— ', Date ,-Book 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value 0 Depreciated EXFT Value 0 Land Value (Market) 14.418 0 Land Value Ag 0 Ju&t;1'rar Ot Value "' 14.418 0 Portability Adj 0 Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 14,418 0 Tax Amount without SOH: $0.00 20? 7 Tax N11 A.,n,LUnt $0.00 1 ax E.siirnator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Assessment Value Exempt Values ; Taxable Value 14,418 __.. $0., $14.418 14,418 $0 $14,418 14.418 $0 $14,418 t 14,418 $0 $14,418 14,418 $0 $14,418 Page Amount Qualified Vadlmp Fired Comparable Sales Land m _,_-_ _,__.- Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 60.00 117.00 0 $300.00 $14,418 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & F° ;9 Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a M 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 Kiawwhtrabelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Callbdonywft 1. Project Location/Address: 510 E 14th Street, Sanford '1 2. Proposed Activity: 0 Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: New SFR driveway This application is submitted by: Property Owner Signature:'°°4" Address: 4925 Red Brick Run Sanford FL 32771 Phone: (321)299-6589 Fax: Print Name: Matt Patterson Email: cypresshomebuilders@gmail.com Date: 05/1402018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and Signature: Pre -pour Inspection by: the above statement and by signing this application I agree to its terms. Date: 6^'Lq—2 01- 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. Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Date: Special Permit Conditions: rvuvarnuai — I ROW Use Driveway pdf Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Fy1877-9 Landscaping in Right -of -Way www.santordti.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407,688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or • sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Kaowwrarsbetow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Callb*Woyou ft 1. Project Location/Address: 510 E 14th Street, Sanford '1 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date 4. Brief Description of Work: New SFR driveway This application is submitted by: Ply Owner. Signature:' Address: 4925 Red Brick Run Sanford FL 32771 Phone: (321) 299-6589 Fax: Completion Date Print Name: Matt Patterson El Emergency Repairs Email: cypresshomebuilders@gmaii.com Date: 05/14=18 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. Signature: ZL12 - Date: ra- 11{ - 2Q 18'- This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Date: Special Permit Conditions: Novemoerzuia ROW Use Driveway pdf CITY OF D Building & Fire Prevention Division RESIDENTIAL (NEW CONSTRUCTION) PERMIT GUIDELINES 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. 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. C` Contractor information is required to be included on the permit application (if contractor is applicant). 3/ 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. f Copy of the contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. f/ 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), I Owner Builder Statement / Affidavit (if owner is applicant). Must be signed in person at the Building Department) Approval letter from sanitary sewer provider (if other than the City of Sanford). Copy of the onsite sewage disposal system construction permit issued by Seminole County Health Department (if applicable). Seminole County Impact Fee Statement (multi -family only). ER' Two (2) sets signed and sealed building construction plans. P/ Two (2) signed and sealed site / plot plans. --- Two (2) sets signed and sealed floor and roof truss engineering. G?' 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, doors, roofing materials, engineered lumber products, glass blocks, soffit materials and siding. f 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. V Two (2) copies of equipment sizing calculations. 9' 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 O Lot number O Address / Legal Description O Setback lines from principle structure and any accessory structures to property houndary(nninin)uno of eight; two oneach side) O Primary building setback lines/envelope O Location o[any fencing that iscurrently installed onthe property, aaapplicable. O &/C unit locations with setback from property line O Gas tank or appliance location with setback from property line and distance from house. Specify size and whether in -ground orabove ground. O Driveway location with dimensions. Please indicate i[existing nrproposed. O Survey type O Existing easements: drainage, utility, etc. O Building separations, if applicable O Location ofseptic systems O Flood zone reflecting current FEM&map revision date O Lot grading typo(/\, 0,C, etc.) O Elevations showing crown ufthe adjacent street orright-of-vvuy upon which the structure fronts (for type & and f]lots) O Lot corner elevations and break point elevations O Drainage svvn|cs(if applicable) with profile view O Proposed finished floor elevation BUILDING PLAN O Construction documcntsshall indicate code edition being applied O Construction type O Plans to minimum 1/4 " scale O Designer information: name, address, registration #, scu| and signature un all signed/sealed pages O Page size minimum 22" x 34" O All pages numbered and labeled O Wind design data required ondrawings per FMC 1603.1.4io nncct 139noph ultimate design wind speed for risk category |{ buildings (residential) Ultimate design wind speed (\/u|d w Nominal design wind speed (\/axd) Risk category w Exposure category w Enclosure classification Internal pressure coefficient w Component and cladding design wind pressures interms ofpof Structural Calculations, if necessary O For additions, alterations and renovations - please indicate the portions ofthe 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. @fecxve: August /.20/r Page ZY/6 FLOOR PLAN O Building area tabulation O Room size O Corridors O Star|000tioo/oxunjrui|a O Safety glass locations O Egress door and emergency escape windows sizes and location O Stairs construction requirements O Special ro|unmn/poytanchorage O Interior load bearing wall locations O Shear walls O Down cells O Lintel schedule O Attic access location and size O /\cccysibi|ityrcatroorn (door) location O Fire resistant assemblies O Identify options tohzused FOUNDATION / SLAB O Filled cells with reinforcement locations O Footcrdcnotation/detai|s O Footers minimum |2^`below grade O Interior bearing walls/pads O pupchpadx/footcrs O Brick ledge detail O Slab tbiokncss/stec|/fibcrmesh O Vapor barrier/termite treatment type O Reinforcing steel over lap O Relieving arch steel a1pipe penetrations O All wood minimum 6" above grade O Crawl space ventilation O Termite shields O Stem wall foundation may bcrequired for setbacks less than |0feet, uudeemed necessary hyPlanning 8LZoning. To verify if this is required, please contact the P|unningJb Zoning Division. ELECTRICAL O Service riser diagram O Electrical load calculations O Bonding/Grounding k> foundation steel O Service location O Panel locations O Receptacle lay out O (]FCl protection O AFCl protection O Tamper resistant outlets O Ceiling fans O Outdoor receptacles O Disconnecting means O Switches/lights O Smoke/CO alarm locations hard wired, interconnected and battery backup ELEVATION (frnnLrear and side views) O Attic ventilation O Roof pitch O Roofing material O Exterior finish/stucco thickness O Height/bcuriugdcvaiiona O Window and door opening locations O Chinoncy|ocndon/hcight MECHANICAL O Equipment location w Anchorage for condenser, engineered 0nmeet wind loads Protection ingarage locations Clearances mtequipment w Structural detail for air handler in attic O Room ventilation Duct layout (usually inenergy calculations) w Fl-va|ueoyducts m CFM`s 0o| anocd return/ducted, transfer ducts orgrilles O Exhaust Bath exhausts size and termination w Dryer exhaust discharge/ make upair O Energy calculations with equipment sizing calculations O Skylights PLUMBING O Plumbing waste riser diagram O Water heater location O Fixture location FUEL GAS O BTUs each outlet and total BTUs O Pipe type and total length O Lpregulator and model type O Combustion air vents O Location ofequipment O Venting O Gas Type O Gas Pressure O Gas piping riser ROOF TRUSS LAY OUT O Truss L[I#s Layout, required onplans and ocopy included with truss package Signed/Sealed truss engineering package O Strapping/ fasteners/truss tie -downs DETAIL SHEETS OR NOTES O Footings O Beam towall and/or post attachments O Post/column and beam construction O Interior bearing walls Effective: August /.2o/7 Page foj'6 a 01 Stairs section Chimney construction Donner construction F|oor(iunming Entry construction Arched windows Bay windows Frame toblock connections Knee wall construction Sky light framing Top plate splicing requirements Steel requirements (R>otcr, lintel, vertical pour) rodr Over lap Veneer Shear wall locations and construction w Connectors Fasteners Roof sheathing Jbdiuphrugnoo Fasteners w Blocking VVn\| and gable sheathing fastening Gable end, frame and block, vaulted and flat Conventionally framed roof members Glass block Header schedule, including strapping/anchorage and frame supports (bearing walls) Bearing/ non-bearing wall detail Typical vvu|| section detail, one and two story, block and franmw, for all scenarios w Connectors Anchorage bolts Materials and assembly Garage and swing door buck fastening Ceiling diaphragms Blocking Any conventional framing MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS Must be site/lot specific. Generic Packages not accepted ** O RoofioQinstallation instructions & compliance with &5TMstandards O Window and mullion installation instructions O Garage door, sliding glass door and swing door installation instructions O Siding installation instructions O Soffit installation instructions Glass block installation instructions PRODUCT APPROVAL O Completed Sanford Product Approval specification sheet O Florida Product Approval can h#located n1 O Product Approval must hcapproved under the current code edition w FS553.842,F/\C61G20-3 Product Approval and manufacturer installation instructions must 6e specificjbr the home being built, Generic packages including multiple items that are not part of thespec fic project will not be accepted These guidelines were to assist the applicant in preparing mnesidentia/ permit application submittal and may not be complete. The applicant is required to meet all city of Sanford, state, andfederal requirements. Effective: August 1,2o/r Page 6e/0 111111, FORM R405-2017 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 3 U Street: 510 E 14th St Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number 8 2 2 7Owner, Jurisdiction: 7 Design Location: 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 family or multiple family Single-family a, Concrete Block - Int Insul, Exterior R=41 1345.20 111 b. Frame - Wood, Adjacent R=1 3,0 3%00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1473,0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30,0 147100 ft2 6. Conditioned floor area above grade (W) 1473 b. N/A Rm ft2 Conditioned floor area below grade (W) 0 c. N/A R= ft2 11 Ducts R ft2 7. 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 ft2 SHGC: SHGC=0.34 b. LI-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 30.0 SEER:15,00 c. U-Factor: N/A ftz SHGC: 13, Heating systems kBtu/hr Efficiency cl. U-Factor: N/A ft2 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 gallonsEF: 8. Floor Types (1473,0 sqft.) Insulation Area 0.950 a, Slab -On -Grade Edge Insulation R=O 0 1473,00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15, Credits Pstat Glass/Floor Area: 0.109 Total Proposed Modified Loads. 45.79 PASS Total Baseline Loads: 4&59 1 hereby certify that the plans and specifications covered by Review of the plans and jV111E S74;_ this calculation are in compliance with the Florida Energy specifications covered by this indicates AV 5 Code. calculation compliance 11withtheFloridaEnergyCode, Before construction is completed 0 PREPARED BY: DATE.' -- - - - ------- -------- ---- - ---- --- - ---------- this building will be inspected for compliance with Section 553.908 0 I hereby certify that this building, as designed, is in compliance Florida Statutes, with the Florida Energy Code. 1) WIE OWNER/AGENT, BUILDING OFFICIAL: DATE: - -------- ------------ DATE: Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4,1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 Qn for whole house. 5/812018 1:13 PM EnergyGauge(& USA - FlaRes2017 Section R405,4.1 Compliant Software Page 1 of 4 Ar FORM R405-2017 PROJECT Title: The Bimini Bedrooms 3 Address Type. Street Address Building Type User Conditioned Area, 1473 Lot # Owner Name: Total Stories: I Block/Subdivision, of Units, 1 Worst Case: No PlatBook Builder Name: Cypress Homes Rotate Angle_ 0 Street: 510 E 14th St Permit Office: Cross Ventilation, No County: Seminole Jurisdiction: Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL 32771 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97,5% 2,5% Winter Summer Degree Days Moisture Range FL, Sanford FL—ORLANDO—SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume Blockl 1473 13698,9 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Coated Heated 1 Main 1473 13698.9 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 144,5 It 0 1473 Ill 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V, # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1596 111 0 ft2 Medium 0.6 N 0,5 No 0 22.6 ATTIC Type Ventilation Vent Ratio (I in) Area REIS IRCC 1 Full attic Vented 300 1473 MI N 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 Wood 5/812018 1:13 PM EnergyGaugeO USA - FlaRes2017 Section R405,4,1 Compliant Software Page 2 of 4 is FORM R405-2017 WALLS Adjacent cavity Width Height Sheathing Framing Solar Below Space R-Value Ft Jn, Ft, Area--,,,,,-.-..R-V.alue-.-,Fiacfion--.,Ab$OL-.Gradev.-- N Exterior Concrete Block - Int Insul Main 41 39 9 9 4 371.0 ft' 0 0 0,6 0 2 E Exterior Concrete Block - Int Insul Main 4 1 51 3 9 4 476.6 ft' 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 41 20 0 9 4 186,0 ft' 0 0 0,6 0 4 W Exterior Concrete Block - Int Insul Main 4,1 33 6 9 4 311.6 ft, 0 0 0.6 0 5 S Garage Frame - Wood Main 13 37 6 9 4 350,0 ft, 0 0 0.01 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft- Ft In I------ - ----I 1 S Wood Main None 39 3 8 24 ft' 2 S Wood Main None 39 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n 1 Wood Double (Clear) Yes 0.35 0.34 N 40.0 ft' 1 ft 0 in 2 ft 0 in None None 2 n 1 None Low-E Double Yes 0.35 0.34 N 60.0 ft' 1 ft 0 in 2 ft 0 in None None 3 e 2 None Low-E Double Yes 0.35 0,34 N 15,0 ft' 1 ft 0 in 2 ft 0 in None None 4 s 3 None Low-E Double Yes 0.35 0-34 N 36.0 ft' 1 ft 0 in 3 ft 0 in None None 5 W 4 None Low-E Double Yes 0,35 0.34 N 9,0 fill 1 ft 0 in 2 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg, Wall Height Exposed Wall Insulation 1 430 ft' 430 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EqLA 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 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 30 kBtulhr 900 cfm 03 1 Sys# 5/8/2018 1:13 PM EnergyGaugeO USA - FlaRes2017 Section R405.4 1 Compliant Software Page 3 of 4 W FORM R405-2017 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0,95 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLIF Heat Cool 1 Attic 6 294,6 ft Attic 73,65 ft Prop, Leak Free Main cfm 44,2 cfm 0,03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: 9Coolin Jan Xj Feb Mar Apr May XJun XJul XA Se 0, I Nov Dec eag Ja ebpygeVentin X X ugr Jan 9Jul1 FebXjMaAprMayJunAugepXOct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WO) 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 6868686868686868686666Heating (WEN) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68686868686868686866665/8/2018 1 : 13 PM EnergyGaugeO USA - FlaRes2017 Section R405,4,1 Compliant Software Page 4 of 4 OF do FORM R4O5'2O17 o` u 0 LEVELQUn U U U 8 N (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the Energy Performance Index, the more efficient the home. 51OE14thSt, Sanford, FL, 32771 New construction or existing u. single family p,multiple family 3, Number ofunits, xmultiple family 4 Number mBedrooms o, /othis aworst case? o Conditioned floor area ( ft') T vvipuowu^` Description a. u'pacm,, om. u=nom anoC S*GC=o. ow u u'ramor mm 8nGo: c. u-Factor: wm s*GC: u u+ ocmr wm s*GC Area Weighted Average Overhang Depth Area Weighted Average a* oC: V Floor Types o, S/ab^On' G,aveEdge Insulation owm cwm New (From Plans) y, Wall Types Insulation Area S/no unny am m amm-|m/v/ c n b.Frame ' Wood, Adjacent n= no u000un` c,wm R= ftz a owm n, m uemnV Insulation Areawn uUnder Attic (Vented) n=aoo1473z0rrwmuwmR= ft" n N/ An~ n" Area mouon` 11Ducts n nr swpiAttic, myAttic, m+: Main o 294s ftz 1u.Cooling systems xmvm, Efficiency x` a.Central Unit ouo SsER:15,00 ft2 1 o00 ft, 0.340 mou/xnvn Area n~ 0o 1473o0ft' e= n` R~ np o, Heating systems a. Electric Heat Pump wHot water systems a, Electric u Conservation features None m.onmoo I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) inthis home before final inspection. Otherwise, onew EPLDisplay Card will bmcompleted based oninstalled Code compliant features. Builder Signature: Date: 5-- Address of New Home: q 4, City/FL Zip: )` ' kBtmhr Efficiency Cap: 50 gallons Note: This isnot uBuilding Energy Rating, |fyour Index inbelow 7O.your home may qualify for energy efficient mortgage (EEW1)incentives ifyou obtain aFlorida EnergyGeugeRating. Email Ene,gyGaugetech support ad techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required bySection R3O31Jofthe Florida Building Code, Energy Coosenoaoon.UnokOEFAULT. 5/8/2018 1:13 PM EnergyGaugeO USA - FlaRes2017 - Section R405,4. 1 Compliant Software Page 1 of 1 Wk to 2017 — AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: The Bimini Builder Name Cypress Homes Street: 510 E 14th St 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 ceiling/soffit the insulation and any gaps in the air barrier shall be sealed shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Waits The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed, a material having a thermal resistance of R-3 per inch Knee walls shall be sealed, minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The spare between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation, maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring 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 gxtead Uebind 12iaing ano wiring Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs, be insulated E lectricaltp hone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids 004legn re Aprinkler covec platps and )malls or c6linga _... I a. In addition, inspection of tog watts shall be in accordance with the provisions of ICC-400, 518/2018 1:13 PM EnergyGaugell) USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 t a FORM 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: 510 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 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50) from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm 1 Tested ACH(50) " 3 Pa cfm Tested leakage must be less than or equal to the 4 I Pa cfm j required ACH(50) shown on Form R405-2017 for 5 Pa cfm I this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilationPacfmisystem. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(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 or other infiltration control measures: 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open: 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed: 5. Heating and cooling systems, if installed at the time of the test, shall be turned off: and 6. Supply and return registers, if installed at the time of the test, shall be fully open. hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Q WF. 5/8/2018 1,13 PM EnergyGauge(b USA - FlaRes2017 - Section R405.4 1 Compliant Software Page 1 of 1 W. It FORM R405-2017 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: The Bimini Street: 510 E 14th St City, State, Zip: Sanford , FL , 32771 Design Location: FL, Sanford Builder Name: Cypress Homes Permit Office: Permit Number. Jurisdiction: Duct Test Time, Post Construction 1-1-1- 1111— -- - ------- - ------- Required Duct Leakage from (Qn,Out) FORMR405-2017 I certify the tested duct leakage to outside, Qn, is less than or equal to the proposed duct leakage Qn specified on FORM R405-2017. SIGNATURE: PRINTED NAME: DATE: 5/8/2018 Duct tightness shall be verified by testing to ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), g), or (i), Florida Statutes. BUILDING OFFICIAL: DATE: 5/8/2018 1:13 PM EnergyGaugeO USA - FlaRes2017 - Section R405.4 1 Compliant S Page 1 of 1 Project Summary Job: Wilt„11fiSoft' Summary Date: April4th, 2018 Entire House By: Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: PKnudsen@energyaircom Web: www.energyair.com Proiect Information For: The Bimini, Cypress Homes 510 E 14th St, Sanford, FL 32771 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/lb Heating Summary 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 20144 BtuhInfiltrationEquipmentsensibleload Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2835 Btuh Ducts 1077 Btuh Central vent (0 cfm) 0 Btuh Heat gg Coolingg none) z) Area ft 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 Boldlitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 2018-May-08 13.08:46 Right -Suited Universal 2018 18.0.11 RSU02534 Page 1 c WnghtsoftiThe Bimini - 510 E 14th Street.rup Calc = W8 Front Door faces: S pw A% Manual S Compliance Report Job: wrightsoft Date: April 4th, 2018 Entire House By: Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: PKnudsen@energyaircom Web: wAwenergyaircorn Project Information For: The Bimini, Cypress Homes 510 E 14th St, Sanford, FL 32771 Cooling -Equipment Design Conditions Outdoor design DB: 92.6°F Outdoor design WB: 75.9°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 20144 Btuh Latent gain: 3912 Btuh Total gain: 24056 Btuh Estimated airflow: 875 cfm Manufacturer's Performance Data atActual 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 160% of load Total capacity: 26536 Btuh 110% of load SHR: 76% I Heating Equipment Design Conditions Outdoor design DB: 44.2°F Heat loss: 19066 Btuh Indoor design DB: 70.0 *F Manufacturer's Performance Data atActual Design Conditions Equipment type: SplitASHP Manufacturer: Carrier Model: 25HBC530A00300+FX4DNB031 L 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 *F Meets all requirements of ACCA Manual S. Entering coil DB: 75.4°F Entering coil WB: 62.9'F Entering coil DB: 69.6°F Capacity balance: 35 'F Economic balance:-99 'F wrightsoft, 2018-May-08 13:08:46 Right-SuiteO Universal 2018 18.0.11 RSU02534 Page 1 c Whghtsof(\The Bimini - 510 E 14th Street.rup Calc = MJ8 Front Door faces: S wrightsoft° Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: PKnudsen(genergyair.com Web: vwv.energyaiccom For: The Bimini, Cypress Homes 510 E 14th St, Sanford, FL 32771 Job: Date: April 4th, 2018 By: Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.165 / 0.115 in H2O 0.165 / 0.115 in H2O Lowest friction rate 0.103 in/100ft 0.103 in/100ft Actual air flow 875 cfm 875 cfm Total effective length (TEL) 272 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk 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 bedroom2 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 st1 fam,kit,din-A c 2095 71 91 0.117 6.0 OX 0 VIFx 20.9 120.0 st1 fam,kit,din-B c 2095 71 91 0.125 6.0 Ox 0 VIFx 16.8 115.0 st1 fam,kit,din-C c 2095 71 91 0.117 6.0 OX 0 VIFx 20.5 120.0 st1 foyer 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 vX c 51 1 2 0.109 4.0 OX 0 VIFx 26.4 125.0 st2 wio c 65 1 3 0.10$ 4.0 OX 0 VIFx 27.7 125.0 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st1 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/italic values have been manually overridden J • wrtghtsQft 2018-May-08 13:08:46 Right-SuiteO Universal2018 18.0,11 RSU02534 Page 1 A.C. _.c Wrightsoft\The Bimini - 510 E 14th Street.rup Calc = MJ8 Front Door faces: S Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FIR fpm) in) in) Opening (in) Matl Trunk rsb5 Ox 0 65 98 109.3 0.106 365 7.0 Ox 0 VIFx rt1 rsb2 Ox 0 201 144 112.0 0.103 454 9.0 Ox 0 VIFx rt1 rsb1 Ox0 199 141 72.8 0.159 571 8.0 Ox 0 VIFx rt2 rb1 Ox0 410 492 35.8 0.322 627 12.0 Ox 0 VIFx rt2 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR 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.O 0 x 0 VinlFlx wrightsofi 2018-May-08 13:08:46 14 „ -... r Right -Suite® Universal 2018 18.0.11 RSU02534 Page 2 A1CC.A, ._c WrightsoftlThe Bimini - 510 E 14th Street.rup Calc = 10.18 Front Door faces: S N I= Level 1 fam,kit,din m, bedroom 10 x 10 10 x 10 91 cfm 91 Cfm 6 12 x 12 12 x 8 6 199 cfm 152 cfm 10 x 10 6 " 91 cfm 884 4% 10x10 8x4 "8x4 91 cfm 12 „ 24 x 18 3 efm Q 45 of 492cfm wic rVTR P ff — w _ . mbath r ev10x6linR _— 1 2 Cfm_ 14 r 60 cfm bedroom a• VTR cl3 5 12 x6 12" 10x6 5„ 98cfm 3 cfm 7' 12 x 12 98 efm 9„ 10 " 7.,. lC 3"VTR O foyer h bath 2.5 Ton HP- 5KW @ 240V 8 x 4 garage ' 29 cfm 14 x 14 14 x 8 01 cfm 201 cfm c12 I bedroom2 lob M Energy Air, Inc Scale: 1/8" = 1'0" Performed for: Page 1 The Bimini 5401 Energy Air, Ct Right -Suite(& Universal 2018 510 E 14th St Sanford, FL 32771 Orlando, FL 32810 18.0.11 RSU02534 2018-May-08 13:10 47 Phone: 407-886-3729 e Bimini - 510 E 14th Street.rup www.energyair.com PKnudsen@energyair.com I a i ? a it . q I 1111i=a murilmi, Kyle G Roe 2 2 7 7 m Vertical Datum- Benchmark Information - Florida Department of Transportation Datum Elevation: 30.34' Florida Department of Transportation Florida Permanent Reference Network (FPRN) District 5 G.P.S. - Geodetic NTR1P Network Base I.D. - Sanford Continuously Operating Reference Station (Cors) Station: SNFD Elevations are based upon North American Vertical Datum 1988) Site Benchmark Information - BM $ #1 Set Nail & Disk (LB 7623) in Edge of Pavement Elevation: 28_05' BM # #2 Set Nail & Disk (LB 7623) in Edge of Pavement Elevation: 2848' Boundary & Plot Plan Survey Legal Description: Parcel B The East 35 feet of Lot 2 and the West 25 feet of Lot 3, Block 2, San Lanta, according to the Plat thereof, recorded in Plat Book 3, Page(s) 80, of the Public Records of Seminole County, Florida, being more particularly described as follows: Commence at the Southwest comer of Lot 1, Block 2, said San Lanta, thence run North 90'00'00" East, along the North boundary line of East 14th Street, 75.00 feet, to the Poin, of Beginning. Thence departing said North boundary line, run North 00°00'00" West, 117.00 feet, to a point on the South boundary line of Celery Avenue Addition, according to the Plat thereof, recorded in Plat Book 1, Page(s) 125, of the Public Records of Seminole County, Florida, thence North 90°00'00" East, along sa,d South boundary, 60.00 feet: thence departing said South boundary, South 00'00'00" East, 117.00 feet, to a point on the North right of way line of East 14th Street: thence South 90°00'00" West, along said North right of way, 60.00 feet, to the Point of Beginning. Point of SW Co f Fnd. No Id n BIO L mm m i Lot 13 Lot 14 a E Celery Avenue Addition Celery Avenue Addition Plat Book 1, Page 125 i Plat Book 1, Page 125 S k)ccJ Reborn e N 00°00'00toE 60.00' (D} Set'/" set h" Rebar t &Cap "LB 7623" vood uy Poe — Rebar e. L1 8 Cap "LB 7623') N 89°42'S9" 60.08' (M) a Cap -LB 7p 60.00' {P) 15. 5.00' (D) 25.00' (D) 25.00' (C) via C a I West 15' of East 35' of West 2 Yof East 25' of Lot 2 Block 2 9 Not Included in this 012 Block 2' Lot 3 8 zL T,• s Proppsed k 2 as Lot 3 Block 2 Not Included in this s Legal Uonegop Concrete Patio g o Legal Description I 12a 71 Z Z W W b 4r y S_ i l W W O oo00 Lot1 OO too 100 0o Lot4 c Block 2 O o o o Block 2 o p crib Vacant 3/6/18) Eton 0 a CD I o o o d Proposed O Story O o o jj j I v San Lanta O m Concrete lock: m mPlatBook3, Page 80 m Residence 510 m 1 Above Crowq of Road}".. v r O A OP O Grade Ty A" .. Proposee O ( 4 R- W E 5e I N w # E M • • M7rrTY7Mjjy norne shownon plan. Parcel A C L1 too Pa cel S 00° 00'00" W 75.00' (D) avPO€ rl+ t13i 100• 25 .:..•. S w Proposed Pmposed4 oncrete S 89°44'37" W 75.09' (M) 9 Zt I Block Comer BetgInning convete 7 es. SidewaltN ea' 4 Driveway; L2 S 00°00'00" W 60.00' (D) WPP I Fnd. %" Rebar {Parcel No identification) r' Set F- Rebar S 89°44'37" W 60.07' (M) qt 60.00' (P) Cap "L8 7623" ee. N 00°00'00" E 75.00' (D) set Cap " IR7A e r is Proposed 5' Conc Sidewalk N 89°42'S9" E 75 11' (M) p are & otter • r ti Lot 1 Blocc 2= _ - •. _ -, tification) a •_ v _`{ y, PJaaRQdd As: Asphalt Road) • #2 14th Street p - — -- kebar Known As: East 14th Street e COmef` = Existing Grade Elevation Proposed Grade Elevation 60' Right -Of -Way) Flood Description: By performing a search with the local governing municipality or www. fema.gov, the property appears to be located in zone X. This Property was found in City of Sanford, community number 120294, dated 09/28/2007. CERTIFIED TO: Cypress Homes 510 EAST 14TH STREET, SANFORD, FLORIDA SB = Set Backs, as shown hereon are from the lot specific Me plan as provided by the diem Revision Added Plot Plan - 05M4118 - BMJ Gra hic Scale A, 60' Scale. 1"=30• Field Date. 316/18 Date Completed. 05114/18 Nora- S—". Based upon V. LeDesvlpn n SUPpbed ty Cberi gs` Ab.M ProperJes Deeds nor+e NOT peen Resea;cned for Gaps. Overlaps anaor Hiatus Bea ct to any Easements andfor Rasm orrr of Read Inc» c. nsy our srM e.wwary $—, I e» •. des=.mad ?rvPaM a n»a S:arroa»tts as"dmy K^oW+x=."eawrn re:omy s„rwy. cw"w, m ro v,. searoaro m Praci,c¢+u 4a.a sun<ya, a . ma su» m Fa.a. .,,:c,.w crar s3.,r asz Far»a Drawn By. BMJ File Number. IS44B42PP L end- C cc Ga{c/glad Ceroernro PC Po PomtoI Cwveturc PPoiNe BeanrrgBasK sham hereon s Assumed antl Based upon me Une A°mi+vxn4+. LMn. P /i2 1 Faroe Smrw+ CB Corcrete Block Pi o1 lntarseCwn Deno1M vrtm a BB CM Con- Cmrre» tMnumant Gorxrete e. creption P O. B. P O.L Poim ol 8egavting Po.tlmLou8.1dng Te& NOT to oe used to I—StlinI Property Lines Fen- Own . Np s NOT oWe mined R FOa T, iEDDEasEaumerxnoPRMPowNPokFbrmaner% Rateren;.e Boor, Ove:nangs .indnrp'Wrid UOUDas and+of rWtars nave NOT s Patrick K beta 'h 7 LB 7623 r. fkw,snerc been I. M d UNLESS omerv.se noted F E E M.A Federal EnM•gency kanngertron' P i Po of Taryexy SepsC Tanks an5'or Dre<•rrfie3d locaDa+s are approxima!e and MUST fib $Wvey K irtB! o-Y fpt use ffi Said Cembed Par ies FFE AgcraY R Fxrahed Hoar Red— Radr toverified by appropriate Ubb,y Location Companies TAs $ fio7 vAUD wi' a'M EmOossed yen $tkY ors $ql 1p Ekvaton 0- Uon RpeRad R.,, Rac. ReOora Cap Recovered sgG4 ThiB S trey 1W Pur poses other man intended, ylimata written ,v,,, S,. Y.11 be ai Me Users Sole Risk and wtho:n LiaGIM tomeSurveyor. Nottang Hereon shall m Construed to r M N L L MLergmtArc1 R10. S81 Boatedael X- ftaoaz b gve ANY R.,,- or Benefits to Anyone --, man mole C -I- l J It 4,(, j-!xl7jr-• l Nab 14ai & D s Noeaask Cap'LB 75z1- Flood Zone Determinatwn Shown Heron m Given a Cdtines and r 1301S. International Suite 2001 N R ORB of, Rw raai Ra;.xM UE 1yP,c a"d b to Find Aresom 6r P E. M n This Determmauon mar be aflectad dYFtaodfaarJrsatriorother, Intorm on NEITHER "own FloridaParkway Lake Ma .Fl32746 P Bonk r'! at UE Wk9 Vti6y Easamertwamr Mda, bryNOR.gto DVs Survayang Company a! me nine of th,l Endeavor www. irelandsurveying.com P e Ptal Book A Dees (..-1 A'Y3k) rreand & Assoaates Surveying )_ and ma a<frrv surveyor assume NO Lwbibty for me Aaura of m:a eterminanm Office-407.678.3366 Fax-407.320.8165 CITY OF Skil4FORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT March 26, 2018 Matthew W. Patterson 1101 W. New Hampshire Orlando, FL 32804 RE: Variance — 510 E 1401 Street (Parcel B as noted on the plan) Tax Parcel ID Number: 31-19-31-507-0200-0100 Dear Mr. Patterson: This department is in receipt of your Application for a Variance to decrease the minimum lot size from 70 feet wide to 60 feet wide, for the purpose of re -configuring five existing platted single family lots into four single family lots more in conformance with current zoning and land use regulations. Upon review, the request has been determined to be 15% or less of the required dimension and is therefore considered to be a de minimis variance meeting the following criteria: Special conditions and circumstances exist which are peculiar to the land, structure or building involved and which are not applicable to other lands, structures or buildings in the same district. The literal interpretation of the provisions of the land development regulations would deprive the applicant of rights commonly enjoyed by other properties in the sane district under the terms of the land development regulations. The special conditions and circumstances do not resultfrom the actions of the applicant. Granting the variance will not confer on the applicant any special privilege that is denied by the land development regulations to other lands, structures, or buildings in the same district. The reasons set forth in the application just fy granting the variance, and that the variance is the minimum variance that will make possible the reasonable use of the land, building, or structure. The granting of the variance will be in harmony with the general put pose and intent of the land development regulations and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare. Your request to decrease the required lot width for two of the four lots being created is hereby approved. This approval in no way overrules or relieves the owner from compliance with any conditions associated with prior approvals. Be on notice that appeals of the above decision may be made to the City Commission by any person aggrieved or by any officer, board or agency of the City including the City Commission within thirty (30) calendar days of the Administrative Official's action. The applicant shall be required to withhold all action on the property until the 31st day past the date noted above. If you have any questions, please contact this office. Respectfully, CITY OFFORD Eileen i son, AICP Development Services Manager Attachment: Survey Jeff Triplett Art Woodruff Velma H. Williams Patrick Austin Patty Mahany Norton N. Bonaparte, Jr. Mayor District i District 2 District 3 District 4 City Manager City Hall, 2nd Floor • 300 North Park Avenue • Sanford, FL 32771-1244 • PO Box 1788 • Sanford, FL 32772-1788 p.407.688.5140 • f.407.688.5141 • sanfordfL9ov Sketch of Description Sheet 1 of z Legal Description: Parcel B The East 35 feet of Lot 2 and the West 25 feet of Lot 3, Block 2, San Lanta, according to the Plat thereof, recorded in Plat Book 3, Page(s) 80, of the Public Records of Seminole County, Florida, being more particularly described as follows: Commence at the Southwest corner of Lot 1, Block 2, said San Lanta, thence run North 90e00'00" East, along the North boundary line of East 14th Street, 75.00 feet, to the Point of Beginning. Thence departing said North boundary line, run North 00,00,00" West, 117.00 feet, to a point on the South boundary line of Celery Avenue Addition, according to the Plat thereof, recorded in Plat Book 1, Page(s) 125, of the Public Records of Seminole County, Florida; thence North 90e00'00" East, along said South boundary, 60.00 feet; thence departing said South boundary, South 00e00'00" East, 117.00 feet, to a point on the North right of way line of East 14th Street; thence South 90000'00" West, along said North right of way, 60.00 feet, to the Point of Beginning. Containing 7,020.00 Sq. Ft. or 0.161 Acres t. This is NOT a Survey. This is ONLY a Sketch. r dkAka ateS, UWWP4jn ncr 1301 S.Intema a a ay Suite001 Lake Mary. Florida 32746 www.irelandsurveying.com Office-407.678.3366 Fax-407.320.8165 DAVID FERRI Sketch is Based upon the Legai`Oescdpnon Supplied by Client. ng Progenies Deeds have NOT been Researched for Gaps. Overlaps anWor t o tus. Su*d to any Easements and/or Restrictions of Record. Bearing Basis alarm hereon, is Assumed and Based upon the Line Qenoted with a'BB'. Budding Ties are NOT to be used to reconstruct Property Lines. Fence OwnershipisNOT dotenNned. R n bcatad t LE $ e no andW Footers have NOT SepOc Tanks and%or Drak"d locations are approximate and MUST be verified by ap{xaPdate Utirdy location Companies. Use of This ketch (or PIPosas other than Intended. "thout . CalaAata4 - pPC Concrete 810* RC Concrete Monument P.O.B.- Cohuete P.O.I„• POrakmenEEeselRM - Easement Fad Emerp en PT Finished Floor Ebvaaon Red. - Found R$C kon u,P'Pet 0 gRera Ned & Disk b.; mon-- T I Records Book PlatPW nook a - or curvature oil l kte r Pole Date Signed: 03-18.18 ELECTRICAL SERVICES, INC. 3400 St Johns Pkwy SANFORD,FL 877-906-1113 STRADAN ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS MODEL: BIMINI BUILDER CYPRESS HOMES SUBDIVISON VOLT/AMPS LARGESTLOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 8290 includes Heat Pump and Heat Strips on together @100%- Square feet living areal 14731 3 volt{am s 4419 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 TOTAL OTHER LOAD FIRST 10KVA@100% 10,000 REMAINDER @ 40% 8408 LARGESTLOAD 8290 TOTAL LOAD 26 698 V.A./ SIZE RECOMMENDED 1 160 SERVICE SIZE: 240VOLTS= 1 111 MINIMUM PER 150 NEC 31019 STATE CERT .LIC EC13003715 HOLDER: JOSEPH STRADA NEC 20111FBC 107 2 2.5 3 3.5 4 5 4032 10000 650004051000065005280 10000 6500 6168 8000 5200 6888 8000 52M 8160 10000 6500 TON OTY KW 1. 5 2990 5000 3250 0 2 4032 5000 3250 0 2. 5 1 5040 5000 3250 8290 3 5280 5000 3250 0 3. 5 6168 5000 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 8290 gis - A e a A A A A A 49 # A Note: This Load Cato is base on the information provided by the budder, The recommended service size will be installed leaving sufficient usage for future homeowner. MiTek"' RE: 510 East 14th St - Site Information: Customer Info: Cypress Homes Lot/Block: Address: 510 East 14th St City: Sanford Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: 510 East 14th St Model: Bimini Subdivision: State: Florida MiTek USA, Inc, 6904 Parke East Blvd. Tampa, FL 33610-4115 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 8r 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. No. JSeal# Truss Name Date 1 T14049608 CJ1 5/15/1 2 T14Q49609-_. CJ3 y 5/15/1 3 'T14049610 CJ5 _ 5/15/1 4 T14049611 EJ7 5/15/1 5_ T14049612_ HJ7 5/15/1 6T14049613_ T01 5/15/1 7 iT14Q4--- T02 _- ------ 5/15/1 8 ' T14049615 ' T03 5/15/' 9T14049616 T04 _5/15/_ 10 iT14049617T04G 5/15/' 11 ' T14049618 T05 5/15/ 8 8 8 8 8 8 No. ( Seal# Truss Name I Date 13 T14049620 T07 5/15/18 14 I T14049621 T08 5/15/18 15 T 14049622 T09 5/ 15/ 18 16 T14049623 T10 5/15/18_ 17 T14049624 T11 5/15/18 This item has been electronically signed and sealed by Albani, Thomas, 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: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e. g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIfTPI 1, Chapter 2. ttllIIJtllf/ ENS .. '`,, i No 39380 r STATE OF ' fQ N A Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 late: May 15, 2018 Albani, Thomas I of 1 Job Type City 510 EAST_i4TH_ST CJt Jack -Open 6 1 T14049608 lpla._Reference_(ophonalj_-- Budders FlrstSource Tampa, Plant City. Florida 33566 8 210 s Feb 12 2018 MITek Industries, Inc Tue May 15 11 04:50 2018 Page 1 ID ZU??f3kE80tuZ_Oal_mYhbzG141-tEJbd6nWl4WQ5A5LPWZjlnoKvsaSS_GD6RB6TIzGGvR l -1-0-0 _... )._... _... 1-0-0 i-0-0 1-0-0 Scale = 16.5 2x4 - ST1.5x8 STP - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 009 Vert(LL) -000 2 >999 240 MT20 244/190 TCDL TO Lumber DOL 1,25 BC 0,01 Vert(CT) -0,00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-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, VuR=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 Exterior(2) zone: cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 Albani, Thomas, 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 coppies. Thomas A. Albert PE No.39380 I iTaR USA, Inc. FL Cart $634 8904 Parke East Blvd, Tampa FL 33910 Date: May 15,2018 WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE 114II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only upon parameters shown. and is for an individual building component, not .. a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Il A='p t is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iYf 1 R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPtl Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 38610 Job ,Truss Truss Type City Ply T14049609 510 EAST_14TH_ST CJ3 Jack -Open 6 1 Jod Refgrenge (4phona) I Builders FirstSource, Tampa. Plant City, Florida 33566 8210 s Feb 12 2018 MiTek Industries. Inc Tue May 15 11 04 51 2018 Pagel ID ZU??f3kE80tuZ_OaL_mYhbzGl41-LQtzgSo8oNeHlJgXzE4yq?LV?GueBRVNL5xg?kzGGvQ l'O'O 3-0-0 1-0.0 3-0-0 dl 2x4 - 5x8 STP =:r Scale = 1:10.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TGLL 20.0 Plate Grip DOL 1.25 TC 0,13 Vert(LL) -0,00 2-4 >999 240 MT20 2441190 TCDL TO Lumber DOL 1.25 BG 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0,00 3 n/a n/a BCDL 10.0 Code FBC2017(TP12014 Matrix-P Weight: 11 lb 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. (lb/size) 3=52/Mechanical, 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. (lb) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (6) 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp C, Encl., GCpi=0.18. MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed . end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 Albani, Thomas, 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. Thomas A. Albani PE No.39 Q MiTek USA, Inc_ FL Cert8934 6904 Parke East Blvd, Tampa FL 33610 Date: May 15,2018 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10l03/2015 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building tlesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mie 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 ANSVTPI1 Quality Criteria, DSS49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate institute. 215 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job (Truss '.......1 510_EAST_14TH_ST 1CJ5 J Builders FirstSource Tampa, Plant City Florida 33566 1-0-0 1-0-0 Type 2x4 - STI 5x8 STP -- Qty Ply T14049610 8.210 s Feb 12 2018 MiTek Industries, Inc Tue May 15 11 04 52 2018 Page 1 ID ZU??f3kE80tuZ_OaL_mYhbzG141-pcRL2npmZhm8KTFIXxbBNCtbcgB_wulWalgDXAzGGvP 5-0-0 5 0 0...._. ...._ ...... _...... --i LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1,25 TC 0.39 VeR(LL) 0,03 2-4 999 240 TCDL 7.0 Lumber DOL 1_25 BC 0.26 Vert(CT) 0,05 2-4 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0,00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-81(LC 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. Scale = 1:15.8 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft; Cat. II; Exp C. Encl., GCpi=0.18, MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 Albani, Thomas, 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 codes. Thomas A. Albani PE No.39 0 MiTek USA,. Inc, FL Can $634 6904 Parke East Blvd. Tampa FL 33610 Date: May 15,2018 WARNING - Verify deWor, paramefera and READ NOTES ON THIS AND INCLUDED fill REFERENCE PAGE M147473 rev. 10/0312015aEFORE USE. . Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual building component, not a 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 andfor chord members only. Additional temporary and permanent bracing R A'1.k' isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertyFYIdamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformationavailablefromTrussPlateInstitute, 218 N. Lee Street,. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type iQty Ply T1a049677 510 EAST_14TH_ST EJ7 Jack Open 23 t JobReference_joptlonal) Builders FirstSource, Tampa, Plant City, Florida 33566 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue May 15 11 04 52 2018 Page t ID ZU?43kE80tuZ_OaL_mYhbzGl41-pcRL2npmZhm8KTFjXxbBNCtXUg8YwulWalgDXAzGGvP 1-0-0 7-0-0 1-0-0 7.0-0 Scale = 1:19.8 I 3x6 ST1.5x8 STP -_ LOADING (psf) SPACING- 2-0-0 CSI. REFL. in loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ven(LL) 0.10 2-4 >772 240 MT20 2441190 TCDL 7.0 Lumber DOL 1,25 BC 0.48 Vert(CT) -0.18 2-4 >431 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 23 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=159/Mechanical, 2=324/0-8-0, 4=78/Mechanical Max Horz 2=122(LC 12) Max Uplift 3=-102(LC 12), 2=-85(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- (6) 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf: h=15ft, Cat. II; Exp C. Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Intenor(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed end vertical left and right exposed,C-C for members and forces & 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 lb uplift at joint(s) 2 except (jt=lb) 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 Albani, Thomas, 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 codes. Thomas A, Albarti PE No.393 0 MiTek USA. Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 15,2018 U WARMNG • Venify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11,7473 rev. 101031201 S BEFORE USE. '.. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall { ^ `' bedding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IY) is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ',. I%R fabrication, storage, delivery, erection and bracing of trusses and truss systems.. see ANSVTPII Quality Criteria, OSS-en, and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. ',. Tampa. FL 36610 Job Truss Truss Type IQty Ply _- ___- ......... -... 510 EAST_14TH_ST 1HJ7 Diagonal Hip Girder 3 1 T14049612 4b_Rsferenq_eJgptionel)-...... Builders FirstSource, Tampa, Plant City, Florida 33566 8210 s Feb 12 2018 MiTek Industries, Inc Tue May 15 11 04 53 2018 Page 1 ID ZU9?f3kE80tuZ_OaL_mYhbzGl41-HpJF7gOK7u?ydpw5e6QwQQnz4R6fJ5g000n3czGGvO 1-5-0 6-6-13 9710 1.5-0 6-6-13 3-3-4 Scale = 1:20.6 Ct a 2x4 --= 2x4 i 5 681 _..--- __.------ 914_1.-------..-- 6-6-13 LOADING (psf) SPACING- 2-0-0 CSL i DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.35 iVert(LL) 0.04 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0,08 2-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0,19 Horz(CT) 0.01 5 n!a n!a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 39 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 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=57/Mechanical, 2=445/0-10-15, 5=358/Mechanical Max Horz 2=131(LC 4) Max Uplift 4=-42(LC 4), 2=-145(LC 4), 5=-127(LC 8) Max Grav 4=57(LC 19), 2=445(LC 1), 5=358(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-636/175 BOT CHORD 2-7=-223/570, 6-7=-223/570 WEBS 3-7=0/369, 3-6=-716/279 NOTES- (8) 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=15ft, Cat. II: Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed , end vertical left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops/ on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 2=145,5=127. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 68 lb down and 85 lb up at 1-4-15, 68 lb down and 85 lb up at 1-4-15, 25 lb down and 38 lb up at 4-2-15, 25 lb down and 38 lb up at 4-2-15, and 50 Ito down This item has been and 87 lb up at 7-0-14, and 50 lb down and 87 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb electronically signed and down at 4-2-15, 18 Ito down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection sealed by Albani, Thomas, PE of such connection device(s) is the responsibility of others. using a Digital Signature. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). This Printed copies of this8) 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." document are not Considered signed and sealed and the LOAD CASE(S) Standard signature must be verified 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on an electronic copies. Uniform Loads Thomas A. Alberti PE No.39390Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) MiTek USA, Inc. FL Cart 6634 Vert: 8=44(F=22, B=22) 10=-75(F=-38, B=-38) 13=-36(F=-18, B=-18) 6904 Parke East Blvd, Tampa FL 33610 Date: May 15,2018 WARNING - VarNy design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE W1,7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown. and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building destgn. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R R IfRisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the Itf t i fabrication. storage, delivery, erectien and bracing or trusses and truss systems, see ANSIITPII Quality Criteria, OSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job iTruss ..... Truss Type ..._ - jIOty Ply _ .... ---------- T14049613 510 EAST_14TH ST T01 Common Supported Gable 1 1 fop Reference tional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.210 s Feb 12 2018 MiTek Industries, Inc. Tue May 15 11 04 54 2018 Page 1 ID:ZU??f3kE80tuZ_OaL_mYhbzGI41-19Y5STg15IOsanO6eMefSdy?iUwt Onjp129Kc3zGGvN 1-0-0 7-7-0 15-2-0 16-2-0 1-0-0 ....7-7-0 7-7.0 1-0.0 Scale = 1:27.5 4x6 Ia 3x4 14 13 12 11 10 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 TCDL TO Lumber DOL 125 BC 0.10 BCLL 0.0 Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2017/TP12014 Matrix-SH DEFL- in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.00 9 n/r 120 MT20 244/190 Vert(CT) 0.01 9 n/r 120 Horz(CT) 0.00 8 n/a n/a Weight: 65 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-2-0. lb) - Max Horz 2=50(LC 12) Max Uplift All uplift 100 lb or less at joints) 2, 8, 13, 11 except 14=-102(LC 12), 10=-102(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 11 except 14=254(LC 1), 10=254(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown WEBS 3-14=- 175/331 . 7-1 0=-1 75/331 NOTES- (10) 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=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Comer(3) -1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 7-7-0, Corner(3) 7-7-0 to 13-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPl 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 2-0-0 wide This item has beenwillfitbetweenthebottomchordandanyothermembers. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 11 except electronically signed and Ot=lb) 14=102,10=102 sealed by Albani, Thomas, PE 10) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any using a Digital Signature. particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Printed Copies Of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A, Alberti PE No.363 0 MiTek USA, Inc. FL Cod 6634 6604 Parke East Blvd. Tampa FL 33610 Date: May 15,2018 A& WARNING- Verify design paramatars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 010I.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTelkle, 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 vent' the applicability of design parameters and property incorporate this design into the overall Nil budding design_ Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporaryand permanent bracing t {i;"' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the , err fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPit Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ST1.5x8 STP " 2x4 I1 ST1.5x8 STP — 3x4 f- 3x4 a LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.66 Vert(LL) 0.08 4-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1,25 BC 0,57 Vert(CT) -0.15 4-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB OA3 Horz(CT) O 02 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 55 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=609/0-8-0, 4=608/0-8-0 Max Horz 2=50(LC 12) Max Uplift 2=-169(LC 12), 4=-169(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-839/455, 3-4=-839/455 BOT CHORD 2-6=-281/696, 4-6=-281/696 WEBS 3-6=-15/342 NOTES- (6) 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 Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 7-7-0, Exterior(2) 7-7-0 to 13-7-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 100 lb uplift at joint(s) except Ut=lb) 2=169,4=169. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any This item has been particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." electronically signed and sealed by Albani, Thomas, 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 coppies. Thomas A. Albani PE No.39360 MiT9k USA. Inc. FL Cart 4634 6904 Parke East Blvd, Tampa FL 33610 Date: May 15,2018 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 01.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Nil building desgn. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing • I! '1"kisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the MYI 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSl1TPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street,. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 I ST1.5x8 STP = 2x4 1:: ST1.5x8 STP — 3X4 Plate_Offsets tX Y)--___j2 9-3.70,971-I4 0-3-0 0-1-81 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.09 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.17 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0,13 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 53 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=533/0-8-0, 2=612/0-8-0 Max Horz 2=56(LC 12) Max Uplift 4=139(LC 13), 2=-170(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-850/487, 3-4=-849/496 BOT CHORD 2-5=-342/706, 4-5= 342/706 WEBS 3-5=-26/343 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=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 5-0-0. Interior(1) 5-0-0 to 7-7-0, Exterior(2) 7-7-0 to 13-7-0 zone: cantilever left and right exposed : end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) 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 100 lb uplift at joint(s) except Ot=lb) 4=139, 2=170. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any This item has been particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." electronically signed and sealed by Albani, Thomas, 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. Thomas A, Albert PE No.393 0 MiTek USA, Inc. FL Ceft9934 6904 Parke East Blvd. Tampa FL 33610 Date: May 15,2018 WARNING - Verify design parameter and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE 1114IIJ473 ray. 1010312015 BEFORE USE. j Design valid for use only with MiTeM 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 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 1'i', is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandre. VA 22314. Tampa, FL 36610 Job Truss --. -_ Truss.Type __. -- -- IQ ty PlyT04MlpGirder11 T14049616 j Job RefarencgSgpSlQnal) _ Builders FirstSource. Tampa Plant City, Florida 33566 8 210 s Feb 12 2018 MiTek Industries, Inc Tue May /5 11 04 57 2018 Page 1 ID ZU??f3kE80tuZ_OaL_mYhbzGl41-AaEE5VtvNDPRRE7hKUBM4GaLUhgebxhFj00_COzGGvK 7---e......-,a 0 o I -Qa -4.. 1-0g q 70-0- qi-o-y6-6-14 6-5.2 6-5-2 6-6-14 7-0.0 ..- 1-0-0 Scale = 1 72.7 2x4 5x6 -- 5 00 112 3x8 -= 3x6 - 5x12 --- 5x6 3 4 20 5 6 21 22 23 7 24 25 26 8 ST1.5x8 STP `-- 19 18 17 16 15 14 27 28 13 1229 30 31 11 ST1.5x8 STP -= 4x6 .- 4x6 5x8-2x4 11 6x8 _ 2.4 11 5x8 4x6 4x8 LOADING (pan SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0,83 Vert(LL) -0.10 11-13 >999 240 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0,61 Vert(CT) -0,19 11-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0,92 Horz(CT) 0,04 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 216 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 `Except` TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins. 5-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 1 Row at mopt 7.15 WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except ot=length) 15=6-4-0, 16=0-3-8, 14=0-3-8. lb) - Max Horz 2= 46(LC 28) Max Uplift All uplift 100 lb or less at joint(s) except 2=-199(LC 23), 15=-771(LC 4), 9=-414(LC 9), 16=-144(LC 24), 14=-142(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 2=534(LC 19), 15=1664(LC 20), 9=1230(LC 20), 16=479(LC 19), 14=847(LC 1) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-688/296, 3-4=-557/298, 4-6=-296/1012, 6-7=-296/1012, 7-8=-2201/779, 8-9=-2448/803 BOT CHORD 2-19=-199/612, 14-15=526/1673, 13-14=-526/1673, 11-13=-526/1673, 9-11=-675/2180 WEBS 4-19=-179/724, 4-17=-315/175,4-15=-985/360,6-15=-683/415, 7-15=-2920/1000, 7-13=0/448, 7-11=-204/589, 8-11=-10/525 NOTES- (9) 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. It: Exp C; Encl., GCpi=0.18, MWFRS (envelope). cantilever left and right exposed , end vertical left and right exposed, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This Item has been 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. electronically signed and 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 sealed by Albani, Thomas, PE will fit between the bottom chord and any other members. using a Digital Signature. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 2, 771 lb uplift at Printed copies of thisRjoint15, 414 lb uplift at joint 9, 144 lb uplift at joint 16 and 142 lb uplift at joint 14. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 107 lb up at document are not considered 16-11-4, 105 lb down and 107 lb up at 18-11-4, 105 lb down and 107 lb up at 20-11-4, 105 lb down and 107 lb up at 22-11-4, 105 signed and sealed and the lb down and 107 lb up at 24-11-4, 105 lb down and 107 lb up at 26-11-4, 105 lb down and 107 lb up at 28-11-4. and 105 lb down signature must be verified and 107 lb up at 30-11-4, and 137 lb down and 148 lb up at 33-0-0 on top chord, and 81 lb down at 20-11-4, 81 lb down at 22-11-4 on any electron iselectronic coR18S, 81 lb down at 24-11-4, 81 lb down at 26-11-4, 81 lb down at 28-11-4, and 81 lb down at 30-11-4, and 387 Ib down and 155 lb up Thomas A. Albani PE 0 at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. MiTek USA, Inca FL Cert 66348) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any 6904 Parke East Blvd. Tampa FL 33610 particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Date: May 15,2018 M. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Aftl-7477 rw. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Nil bulking design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing !l B"Ci.' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the iYt f R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type 1Oty rely T14049616 510 EAST_14TH_ST T04 Hip Girder 11 1 l Jgb_RefergD e (9pt1anal,} Builders FirstSource, Tampa, Plant City, Florida 33566 8210 s Feb 12 2018 MiTek Industries, Inc Tue May 15 11 04 57 2018 Page 2 ID ZU77f3kE80tuZ_OaL_mYhbzG141-AaEE5VtvNDPRRE7hKUBM4GaLUhgebxhFIOO_COzGGvK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 5=-105(B)8=-105(B)11--387(B)14=-58(B)20=-105(B)21=-105(B)22=-105(B)23=-105(6)24=-105(B)25=-105(B)26=-105(B)27=-58(B)28=-58(B) 29=-58(B) 30=-58(13) 31=-58(13) U, WARNING - Vilmly design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this desgn into the overall building desgn. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse won possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, 03849 and SCSI Building Component 004 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss 'Truss Type lQty Ply ._.-. ....... ___. ____. .___ ........_.. T14049617 510_EAST 14TH ST T04G Hip Girder 1 L4Au4rill) _... Builders FirstSource, Tampa, Plant City, Florida 33566 8 210 s Feb 12 2018 MiTek Industries, Inc Tue May 15 11 05 02 2018 Page 1 IDZU??f3kE80tuZ_OaL_mVhbzG141-Wy178Cx2CmijXO?e61nXnJIAEtT2GHl t151ubzGGvF 0 4 4-5-15 7-0.0 .,._ 12-3-7 17-5.2 ............... 22-6-14 27-8.9 y 33-0-0 , 35-6-1 40-0.0 41-0- 0-0 4-5-15 2.6-1 5-3-7 5-1-11 5.1-11 5-1-11 5-3-7 -.... 2 6 1 ..._.4 -5-15 ....... 1-0-6 Scale = 1 72.7 500 5x6 _. j 12 o e 4 M ST1.5x8 STP 4x6 - 5x8 '-' 2x4 ' 3x6 '- 3x8- 2x4 11 5x8 =_ 21 22 5 23 24 625 7 26 827 28 29 9 30 31 10 . ire 20 32 33 19 18 34 35 17 36 37 38 t6 39 40 41 15 42 43 14 5x8 6x8 -- 5x8 .-. 2x4! 7x10= 4x6 2x4 I! 3 ST1.5x8 STP --= 4x6 .- 7 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) -0,49 16-17 >969 240 MT20 244/190 TCDL TO Lumber DOL 1_25 BC 0,85 Vert(CT) -0.91 16-17 >520 180 BCLL 0.0 Rep Stress Incr NO WB 0,63 Horz(CT) OA4 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 460 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 9-2-11 oc bracing. 15-19: 2x6 SP M 26 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2999/0-8-0, 12=2998/0-8-0 Max Horz 2=-46(LC 13) Max Uplift 2=-997(LC 4), 12=-996(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6787/2259, 3-4=-6730/2275, 4-5=-6317/2152, 5-6=-10541/3584, 6-8=-10541/3584, 8-9=-9160/3125, 9-10=-9160/3125, 10-11 =-6765/2287,11-12=-6813/2269 BOT CHORD 2-20=-2012/6157, 18-20=-3067/9258, 17-18=-3067/9258, 16-17=-3546/10687, 15-16=-3546/10687, 14-15=-2046/6269, 12-14=-2030/6180 WEBS 4-20=-623/2156, 5-20=-3405/1163, 5-18=0/470, 5-17=-48711506, 6-17=-521/326, 8-16=0/ 500, 8-15=-1782/589, 9-15=-556/352, 10-15=-1131/3327, 10-14=-111/619 NOTES- (10) 1) 2-ply truss to be connected together with 10d (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 if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. This Item has been 4) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd-108nri TCDL=4,2psf' BCDL=3.Opsf: h=15ft; Cat. [I: Exp C: Encl., electronically signed and GCpi=0.18, MWFRS (envelope); cantilever left and right exposed , end vertical left and right exposed, Lumber DOL=1.60 plate grip sealed by Albani, Thomas, PE Ovide 0 using a Digital Signature. 5) Provide adequatedrainagetopreventwaterpending. Printed copies Of this 6) This trusshasbeendesignedfora10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide document are not considered will fit between the bottom chord and any other members. signed and sealed and the 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 997 lb uplift at joint 2 and 996 lb uplift at signature must be verified joint 12. on any electronic coppies. Thomas A. Albani PE Ntil$ 6 MiTek USA, Inc. FL Cart 6634 6664 Parke East Blvd. Tampa FL 33610 Date: May 15, 2018 WARNING - Verify design parameters and READ NOTES ON T141S AND INCLUDED MITEK REFERENCE PAGE M I.7473 rev. 10/03,2015 BEFORE USE. ° Design valid for use only with MiTek49 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate (his design into the overall: 01 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek A iTek isalwaysrequiredforstabilityandtopreventCAilapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the t R abncation, storage, delivery, erection and bracing of trusses and truss systems. see ANSVfPII Quality Criteria, OSS-89 and SCSI Building Component t Bivd o East SafetyInformationavailable from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandra, VA 22314. Tampa, 6904 Parke EasFLt 0 Job Truss Truss Type 1Qty Ply T14049617 510_EAST_14TH_ST T04G Hip Girder I 1 fob Reference optional) Builders FirstSource, Tampa, Plant City, Florida 33566 8.210 s Feb 12 2018 MiTek Industries. Inc Tue May 15 11 05 02 2018 Page 2 ID:ZU??f3kE80tuZ_OaL_mYhbzGI41-WY 17BCx2Cm 1 jXO?e61 nXnJ IAE iT2GHL_tl5lubzGGvF NOTES- (10) 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 148 Ib up at 7-0-0, 105 lb down and 107 lb up at 9-0-12, 105 lb down and 107 lb up at 11.0-12. 105 lb down and 107 lb up at 13-0-12, 105 lb down and 107 lb up at 15-0-12, 105 lb down and 107 lb up at 17-0-12, 105 lb down and 107 lb up at 19-0-12, 105 lb down and 107 lb up at 20-11-4, 105 lb down and 107 lb up at 22-11-4, 105 lb down and 107 lb up at 24-11-4, 105 lb down and 107 Ib up at 26-11-4, 105 lb down and 107 lb up at 28-11-4, and 105 lb down and 107 lb up at 30-11-4, and 137 lb down and 148 lb up at 33-0-0 on top chord, and 387 lb down and 155 lb up at 7-0-0, 81 lb down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 lb down at 17-0-12, 81 lb down at 19-0-12, 81 lb down at 20-11-4, 81 lb down at 22-11-4, 81 lb down at 24-11-4, 81 lb down at 26-11-4, 81 lb down at 28-11-4, and 81 lb down at 30-11-4, and 387 lb down and 155 lb 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 (plf) Vert: 1-4=-54, 4-10=-54, 10-13=-54, 2-12=-20 Concentrated Loads (lb) Vert: 4=-105(F) 7=-105(F) 10=-105(F) 20=-387(F) 14=-387(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=-105(F) 30=-105(F) 31=-105(F) 32=-58(F) 33=-58(F) 34=-58(F) 35=-58(F) 36=-58(F) 37=-58(F) 38=-58(F) 39=-58(F) 40=58(F) 41=-58(F) 42=-58(F) 43=-58(F) WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN•7173 rev. f 0103120f S BEFORE USE. Design valid for use only with MiTek40 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, me building designer must venty the applicability of design parameters and properly incorporate Ihis design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and buss systems, see ANSI/TPI1 Quality Criteria, OSS49 and SCSI Building Component 8904 Parke East elvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T14049618 510_EAST_14TM_ST T05 Hip 2 1 Builders FirstSource, Tampa.. Plant City, Florida 33566 8 210 s Feb 12 2018 MiTek Industries, Inc. Tue May 15 11 05 03 2018 Page 1 ID.ZU??f3kE80tuZ OaL_mYhbzGl41-_kbVLYxgz39a99argllmKWgKl6os4h986yrJQ1zGGvE 9-0-0 ..... ....-16-4 9 ..._.___ 23-7-7 _.. 31.0-0 34 3-5 40-0 0 41-0- A-0 5-8.11 ....._ 3-3 5 ... 7-4-9 -- 7 2 13- "-" 7-4-9 3-3-5 5-8-11 1-0-0 Scale = 1:72.7 5x6 - 500 i12. 4 5x8 - 3x6 2.4 I:' 5x8 5 19 6 20 7 8 ST1.5x8 STP -:- 17 16 15 14 13 12 ST1.5x8 STP 3x6 5x8 3x8 MT20HS — 2x4 54 " 4x6 — 3x4 - 3x6 - 900 1 49 _.. ....... 2377. 31-00 —' 40QQ 7-4-9 Plate Offsets jX Y)--- [2 0-0-10,Edgej, [4 0 3 0 0-2-4j,_[8 0-5-12 0_2.8j,_[10 ao-to.Egge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.97 Ven(LL) -0.36 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.95 Vert(CT) -0,71 14-15 >667 180 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 019 10 n/a n/a BCDL 10"0 Code FBC2017/TP12014 Matrix-SH Weight: 192 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD Structural wood sheathing directly applied. 6-8: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.1 *Except* WEBS 1 Row at mjdpt 5-17 13-16: 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1527/0-8-0, 10=152710-8-0 Max Horz 2=58(LC 12) Max Uplift 2=-423(LC 8), 10=-423(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3084/1610, 3-4=-2888/1483, 4-5=-2665/1417, 5-7=-3714/1936, 7-8=-3714/1936, 8-9=-2886/1482,9-10=-3085/1611 BOT CHORD 2-17=-1381/2774, 15-17=-1695/3712, 14-15=-1695/3712, 12-14=-1165/2641, 10-12=-1376/2776 WEBS 3-17=-1721254, 4-17=-359823, 5-17=-1266/619, 5-15=0/275, 7-14=-416/344, 8- 14=-630/1292, 8-12=-101/370, 9-12=-178/257 NOTES- ( 8) 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.Opst, h=151`1; Cat. II; Exp C, Encl., GCpi= 0A8: MWFRS (envelope) and C-C Extenor(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2) 9-0-0 to 39-8-0, Interior(1) 39- 8-0 to 41-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This Item has been 4) All plates are MT20 plates unless otherwise indicated. electronically signed and 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Albani, Thomas, PE 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 using a Digital Signature. willfitbetweenthebottomchordandanyothermembers. Printed copies of this 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 423(b uplift at joint 2 and 423 Ito uplift at joint 10. document are not considered 8) ' This manufactured product is designed as an individual building component. The suitability and use of this component for any signed and sealed and the particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." signature must be Verified on any electronic codes. Thomas A. Alberti PE No.393 9 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33419 Date: May 15,2018 WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED ASTEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITekQD 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 applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R A T k isalwaysrequiredforstabilityandtopreventcollapsewellpossiblepersonalinjuryandproperlydamage. For general guidance regarding the YIy tfabncahon, storage, delivery, erection and bracing of trusses and truss systems. see ANSIfTPIi Quality Criteria, DS849 and SCSI Building Component 8904 Perko East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Tn ss Truss Type Clty Ply- 510_EAST_14TH_ST T06 Hip 12 1 T14049619 la4 Ref erence jopponaIL Builders FirstSource, Tampa, Plant City, Florida 33566 8.210 s Feb 12 2018 MiTek Industries, Inc Tue May 1511 05.04 2018 Page 1 ID ZU??f3kE8OtuZOaL_mYhbzGI41-Sw9tZuylkNHRnJ91ESp?skNW?W8OkGrHKcasyUzGGvD A- 9 5-2-3 _ + 11-0-0 { _._._ 18-0-3 _. 21-11-13 r -_. 29- 0-0 _ _.. i- 34- 9 13 _ i 40-0-0 _,_41-0- 1- 0-0 5-2.3 5-9-13 7-0-3 3-11-10 7-0-3 5-9-13 5-2-3 10 Scale = 1:72.7 3x4 5x6 3x4 =_ 3x6- 5x6 5. 00 !:12 4 5 20 21 6 7 8 v dST1. 5x8 STP = 18 17 16 15 14 13 12 ST1 5x8 STP 3x6 - 2x4 4x6 """ 3x4 "" 3x8 2x4 3x6 3x8 '-= 4x6 --- 5 2 I — 1.14 4 { 24 4 4 - —{------29-Q-Q 1-----.--- 5- 2-3 Plate Offsets X Yam_ 0-0- 00 Edge] [4_0 3 0,0-2-41, 18 0-3-0,0 2-4j,_[10 0-0-10 E, dg§L1 LOADING ( psn SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.29 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0,86 Vert(CT) -0.58 15-17 >810 180 BCLL 0.0 Rep Stress Incr YES WB 0,31 Horz(CT) 0.18 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 200 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. 14- 16: 2x4 SP No.1 WEBS 1 Row at midpt 5-17, 6-13 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1527/0-8-0, 10=1527/0-8-0 Max Horz 2=-70(LC 13) 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= 3177/1658, 3-4=-2745/1430, 4-5=-2500/1389, 5-6=-3122/1659, 6-8=-2500/1389, 8- 9=-2745/1430, 9-10=-3177/1658 BOTCHORD 2-18=-1447/2851, 17-18=-1447/2851, 15-17=-1403/3083, 13-15=-1405/3082, 12- 13=-1446/2851, 10-12=1446/2851 WEBS 3-17=-405/360, 4-17=-278/692, 5-17=-816/410, 6-13=-816/409, 8-13=-278/692, 9- 13=-405/360 NOTES- ( 7) 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. 11 Exp C; Encl_ GCpi= 0.18, MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-2.3, Interior(1) 5-2-3 to 11-0-0, Exterior(2) 11-0-0 to 37-5-13, Interior( 1) 37-5-13 to 41-0-0 zone; cantilever left and right exposed , end vertical left and right exposed,C-C for members and forces MWFRS for reactions shown; Lumber D0L=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. This Item has been 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide electronically signed and will fit between the bottom chord and any other members. sealed by Albani, Thomas, PE 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 2 and 402 lb uplift at using a Digital Signature. joint 10. This Printed GOpleS Of this 7) manufactured product is designed as an individual building component. The suitability and use of this component for any document particularbuildingistheresponsibilityofthebuildingdesignerperANSITPI1asreferencedbythebuildingcode." are not Considered signed and sealed and the signature must be verified on any electronic CID, Thomas A, Albani PE Nd.393 0 MiTek USA, Inc- FL Can 9934 49U Parke East Blvd. Tampa FL 33910 Date: May 15,2018 WARNING - Vertfy design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buikling design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabncation, storage, delivery, erection and bracing of tresses and truss systems. see ANSVTPII Quality Criteria, 038-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job __ _.._. Truss --... ..... Truss Type __. City Ply ..... _ ........._ _ -..... _._.. ....__. T14049620 510_EAST_14TH_ST IT07 Hip 2 1 1 -- _ 1 -- IJoO Rgfgrgncelopbona2__ _ Builders FirstSource, Tampa, Plant City, Florida 33566 8 210 s Feb 12 2018 MiTek Industries, Inc Tue May 15 11 05 05 2018 Page 1 ID ZU??f3kE80tuZ_OaL_mYhbzGI41-x7jGmEzwVhPIOTkDoAKEPxwhZvThThLRZGKPVwzGGvC 13.0-0 20 0 0__---_ 27-0-0 , 32.4-4 40-0-0 41-0 0-0 ......... "" 7-7-12 _ _5." ......._ 7-0-0 7,0 0 _5 4.4 ....... 7.7-12 11-0 Scale = 1,72.7 5x8 '_ 4 2x4 i'.... 5x8 '- 19 5 20 6 ST1.5x8 STP-'- 16 " 14 13 12 11 10 ST1.5x8 STP 3x6 2x4. 4x6 - 3x8 3x4- 2x4 34 3x4 -:`-'. 4x6 -- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1_25 TC 0,95 Vert(LL) 0,25 13 999 240 TCDL TO Lumber DOL 1,25 BC 0.92 Vert(CT) 449 12-13 958 180 BCLL 0.0 Rep Stress Incr YES WB 0,42 Horz(CT) 0,17 8 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1527/0-8-0, 8=1527/0-8-0 Max Herz 2=81(LC 16) Max Uplift 2=-382(LC 8), 8=-382(LC 9) PLATES GRIP MT20 244/190 Weight: 200 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3097/1599, 3-4=-2555/1382, 4-5=-2676/1497, 5-6=-2676/1497, 6-7=-2555/1382. 7-8=-3097/1599 BOT CHORD 2-16=-1373/2767, 14-16=-1373/2767, 13-14=-1024/2308, 12-13=-1020/2308, 10-12=-1369/2767, 8-10=-1369/2767 WEBS 3-16=0/274, 3-14=-550/410, 4-14=-170/431, 4-13=-290/602, 5-13=-433/353, 6-13=-290/602, 6-12=-170/431, 7.12=-550/410, 7-10=01274 NOTES- (7) 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. Il; Exp C, Encl., GCO=0. 18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2) 13-0-0 to 35-5-13, Interior(1) 35-5-13 to 41-0-0 zone; cantilever left and right exposed . end vertical left and right exposed;C-C for members and forces MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint 2 and 382 Ito uplift at joint 8. 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." A& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE 1111II.7473 rw. 10/03/2015 BEFORE USE. Design valid for use only with MiTek4e connectors. This design is based only upon parameters shown. and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building tlesign. Bracing indicated is to prevent buckling of individual truss web end/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage- Forgeneral guidance regarding the rabncailon, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI11 Quality Criteria, DS849 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314_ This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A, Albert PE No.393 0 MiTek USA, Inc- FL Cart 6634 6904 Parks East Blvd, Tampa FL 33610 Date: May 15, 2018 M11 tek e904 Parke East Blvd Tampa.FL 38810 Job Truss ITruss Type Qty Ply T14049621 I, 510 EASTI4TH ST 1T08 Hip 2 1 fob Reference_(oQaonalL_-.._. Builders FirstSource, Tampa, Plant City, Florida 33566 8.210 s Feb 12 2018 MiTek Industries, Inc Tue May 15 11 05 07 2018 Page 1 ID ZU??f3kE80tuZ_Oa L_mYhbzG I41-tVrOBw?A 1 IfOenucvbN t UM?41IA3xbMkOap WZozGGvA 74-11 15-0-0 20.0-0 25-0-0 32-7 5 µ 40 0-0 41-0- 1.0-0 7-4-11 7-7-5 _..... S-O-O 5-0-0..... 7-7-5 7-4-11 _._.1-0-. Scale = 1:74.1 5-00 i 12 5x6 =- 3x4 ' 5x6 -- 5 20 6 21 7 di0 ST1.5x8 STP ::-= 17 io 15 14 iJ 12 ST1.5x8 STP =- 3x6 -= 2x4 II x 3x8 = 3x8- x 2x4 I 3x6 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0,75 Vert(LL) -0.37 14-15 >999 240 MT20 244/190 TCDL TO Lumber DOL 1.25 BC 0.86 Vert(CT) -0,70 14-15 >679 180 BCLL 0.0 Rep Stress Incr YES WB 0,39 Horz(CT) 0,16 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except" TOP CHORD 4-5,7-8: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 `Except` WEBS 13-16: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/Size) 2=152710-8-0, 10=1527/0-8-0 Max Horz 2=-93(LC 13) Max Uplift 2=-375(LC 12), 10=-375(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3133/1608,3-5=-2420/1298,5-6=-2166/1279,6-7=-2166/1279,7-9=-2420/1298. 9-10=-3133/1608 BOT CHORD 2-17=-1393/2807, 15-17=-1393/2807, 14-15=-992/2266, 12-14=-139012807, 10-12=-1390/2807 WEBS 3-17=0/296, 3-15=715/495, 5-15=-247/579, 6-15=-322/194, 6-14=-322/194. 7-14=-247/579, 9-14=-715/495, 9-12=0/296 Weight: 199 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 4-11-5 oc bracing. 1 Row at midpt 3-15, 9-14 NOTES- (7) 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=15f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2) 15-0-0 to 33-5-13, Interior(1) 33-5-13 to 41-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces S MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This buss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at joint 2 and 375 lb uplift at joint 10. 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." AWARNING - Verffy design paramerers and READ NOTES ON THIS AND INCLUDED all REFERENCE PAGE 1161-7473rev, 14MI2015 BEFORE USE. Design valid for use only with MfTek,11, connectors. This design is based only upon parameters shown, and is for an indwalual building 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 building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing 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 ANSI/TP11 Quality Criteria, OSS-89 and BCSI Building Component Safety Information available from Truss Plate institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. This item has been electronically signed and sealed by Albani, Thomas, 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. Thomas A, Albani PE No.393 0 Milk USA Inc. FL Can 6434 6904 Parks East Blvd, Tampa FL 33610 Date: May 15,2018 r Nil' M iTe" 6904 Parke East Blvd. Tampa. FL 36610 IJob rruss Type Oty PlyJT, uss I2 T14049622 510 EAST_14TH_ST T09 Hip 1 Builders FirstSource, Tampa Plant City, Florida 33566 1 _ tjgb Reference_(optionol) .__ 8 210 s Feb 12 2018 MiTek Industries, Inc. Tue May 15 11 05 08 2018 Page 1 ID ZU')9f3kE60tuZ_OaL mYhbzGl41 LhOOPG?pocntFxToTluxlaYHZ7Ung_TtFEY35FzGGv9 1-0-0 5-11-10 11-8.15 17-0-0 23.0-0 2&3-1 _ 34 0 40-0-0 41-0- 1-0-0 5-11-10 5-9-5 5-3-1 6-0-0 5-3-1 5-9-5 5-11-10 1-o- Scale = 1:74-1 5.00 [12... 5x6 ::.:.:. 5x8- 6 7 Y? 0 ST1.5x8STP- "' 11 16 " 15 iv 16 3x6 3x4 4x6 .- 3x8 -- 3x4 --- 4x6 = 3x4 2 STi.5x8 STP 3x6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0,58 Vert(LL) -0,25 13-15 >999 240 MT20 244/190 TCDL TO Lumber DOL 1,25 BC 0,96 Ver1(CT) -0.57 13-15 >821 180 BCLL 0,0 Rep Stress Incr YES WB 0,59 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 Code FBC2017(TP12014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 2=1527/0-8-0.11=1527/0-8-0 Max Horz 2=-104(LC 17) Max Uplift 2=-389(LC 12), 11=-389(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3144/1537, 3-5=-2958/1499, 5-6=-2196/1215, 6-7=-1984/1178, 7-8=-2196/1215, 8-10= 2958/1499,10-11=-3144/1537 BOT CHORD 2-18=-1333/2819, 16-18=-1121/2393, 15-16=-801/1983, 13-15=-1119/2393, 11-13=-1331/2820 WEBS 5-18--161/501, 5-16=-574/437,6-16=-229/530, 7-15=-252/537,8-15=-574/437, 8-13=-161 /502 Weight: 208 lb FT = 20% Structural wood sheathing directly applied or 2-10-9 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing, Except: 6-7-3 oc bracing: 15-16. 1 Row at midpt 7-16 NOTES- (7) 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 Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2) 17-0-0 to 23-0-0, Interior(1) 31-5-13 to 41-0-0 zone; cantilever left and right exposed . end vertical left and right exposed,C-C for members and forces MWFRS for reactions shown, Lumber D0L=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 Ito uplift at joint 2 and 389 Ito uplift at joint 11. 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." I This item has been electronically signed and sealed by Albani, Thomas, 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 conies. Thomas A. Albans PE No.393 0 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: May 15,2018 AWARNING - Verify desion perometw3 and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 1101I1-7473 rev. f0l03l20f 5 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Nil' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent mliapse with possible personal injury and property damage. For general guidance regarding the Mi(ek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPlI Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N_ Lee Street, Suite 312, Alexandria, VA 22314- Tampa, FL 36610 Job Type City IPly T14049623 510_EAST_14TH_ST IT10 Builders FirstSource, Tampa, Plant City, Florida 33566 8 210 s Feb 12 2018 MiTek Industries, Inc Tue May 15 11 05 09 2018 Page 1 ID ZU??f3kE80luZ_OaL_mYhbzGI41-puymcbORZvvkt42?1?PAZn4NcXl9PQdOUuldehzGGv8 21-0-0 1.0- 7-2-1 14.2.1 y_ 19-0-0 -0- _ : 25-9-15 32-9-15 40-0.0 t-0- 7-0-0 4-9-15 't— 4-9-15 7-0A 0-0 Scale = 1 74.1 vI0 5.00 ,.,.12_. ST1.5x8STP 10 1r 2a 44 16 zb to tb 14 ST1.5x8STP = 3x4 --- 3x8 --- 3x4 -- 21-0-0 0 0 4 19 9 4 0 ° 29 1_ i z ---.-..- -AO-0 ° - 110-0-0 _ &i,-1z ,-0-6 - 8-11-12 10-0-4 q 0 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,95 Vert(LL) -0.34 16-18 >999 240 MT20 244/190 TCOL 7,0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.63 16-18 >745 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.14 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 i Matrix-SH Weight: 195 lb FT = 20% LUMBER• BRACING - TOP CHORD 2x4 SP No.2 TOR CHORD Structural wood sheathing directly applied or 2-1-0 Gc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-6-13 oc bracing. WEBS 2x4 SP No.3 WEBS i Row at midpt 5-16, 9-16 REACTIONS. (lb/size) 2-1527/0-8-0, 12=152710-8-0 Max Horz 2=-116(LC 17) Max Uplift 2=-403(LC 12), 12=-403(LC 13) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3075/1453, 3-5--2815/1370, 5-6=-1952/1064, 6-7=-175111015, 7-8=-1751/1015, 8-9=-1952/ 1064, 9-11=-2815/1370, 11-12=-3075/1453 BOT CHORD 2- 18=-1249/2770, 16-18=-945/2203, 14-16=-942/2203, 12-14=-1246/2770 WEBS 3-18=- 354/305, 5-18=-199/588, 5-16=-667/488, 9-16=-667/488, 9-14=-199/588, 1 t-14=- 354/305, 7-16=-543/1134 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vutt=140mph (3-second gust) Vasd=108mph, TMI-=4.2psf; BCDL=3Apsf; h=15ft; Cat. II; Exp C, Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 19-0-0, Exterior(2) 19-0-0 to 21-0-0, Interior(l) 29- 5-13 to 41-0-0 zone; cantilever left and right exposed , end vertical left and right exposed,C-C for members and forces MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 6) This trusshasbeendesignedforaliveloadof20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. electronically signed and 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 403 lb uplift at joint 2 and 403 lb uplift at sealed by Albani, Thomas, PE joint 12. using a digital Signature. 8) "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 istheresponsibilityofthebuildingdesignerperANSITPI1asreferencedbythebuildingcode." document are not considered signed and sealed and the signature must be verified on any electronic copies. Thomas A. Albani PE No.393 0 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: May 15, 2018 WARNING - VW#V design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114IbT473 rev. 1"3/2015 BEFORE USE. Design valid for use only with MiTekle 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 verity the applicability of design parameters and property incorporate this design into the overall buildingdesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing nliirek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncation. storage, delivery, erection and bracing of trusses and truss systems. see ANSI1TPI1 Quality Criteria, DSB-89 and SCSI Building Component 8904 Parke East Blvq. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alox ridna. VA 22314. Tampa, FL 36610 Job Type 510—EAST_14TH_ST T14049624 Builders FirstSource, Tampa, Plant City, Florida 33566 8.210 s Feb 12 2018 MiTek Industries, Inc, Tue May 15 11 05 10 2018 Page 1 ID ZU"f3kE80tuZ—OaL—mYhbzGI41-H4W9pxl3JDlbVEdBajwP67dZ7wCN8s(AjYlAA7zGGv7 1 -0-9" 6-10-2_ -0 25-9-14 33-1 14 40-0,0 it1111, 1 , " , 299 1 i - I , -- - __ I - " , ___9 1-0- 6-10-2 7-3-15 5-9-14 -9-14 3-15 6.16-2 1 _0_q Scale = 1 71 4 5x6 — 5 00 STI 5x8 STP 13 1. 11 ST11 5x8 STP — 3x15 --` 5x8 3.8 — 5X8 - 3x6 -- LOADING (par) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20,0 Plate Grip DOL 1.25 TC 0,84 Vert(LL) -0,39 10-12 >999 240 MT20 244/190 TCDL TO Lumber DOL 1,25 BC 0.83 Vert(CT) -0,84 10-12 >561 180 BCLL 00 Rep Stress Incr YES WEI 0.73 Horz(CT) 0,13 10 n/a n1a BCDL 10.0 Code FBC2017rrPI2014 Matrix-SH Weight: 199 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-9-8 oc bracing 12-14: 2x4 SP No, 1 WEBS I Row at midpt 7-13, 5-13 WEBS 2x4 SP No,3 REACTIONS. (lb/size) 2=1527/0-8-0, 10=1527/0-8-0 Max Horz 2=-1 22(LC 13) Max Uplift 2=-409(LC 12), 10=-409(LC 13) FORCES. (lb) -Max, Comp,lMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.3-3050/1398, 3-5=-265711196.5-6=-193211002, 6-7=-1932/1002, 7-9=-2657/1196, 9-10-3050/1398 BOT CHORD 2-14-1 166/2754,13-14=-837/2234,12-13=-854/2234,10-12=-1 155/2754 WEBS 6-13=-54011167, 7-13=-747/434, 7-12=-110/538, 9-12=-436/356, 5-13=-7471434, 5- 14=-1 10/538, 3-14=-436/356 NOTES. ( 6) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL=3.Opsf. h=15k Cat, 11, Exp C, Encl., GCpi= 0.181 MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-0-0, Exterior(2) 20-0-0 to 25-9-14 zone cantilever left and right exposed ' end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1,60 plate grip COL=l .60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL - 10.Opsf. This item has been 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 409 lb uplift at joint 2 and 409 lb uplift at electronically signed and joint 10. sealed by Albani, Thomas, PE 6) " This manufactured product is designed as an individual building component. The suitability and use of this component for any using a Digital Signature. particularbuildingistheresponsibilityofthebuildingdesignerperANSITPI1asreferencedbythebuildingcode." Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic co ies. Thomas A. Albert PE No,393ro MiTak USA, Inc, FL Cott $634 004 Parke East Blvd, Tampa FL 33610 Date: May 15,2018 WARNING - Vedirydesign parameters and READ NOTES ON THIS AND INCLUDED 110TEKREFERENCE PAGE 01-7473,w. 101031201513EFORE USE. Design valid for use only with MiTelullir connectors This design is based only upon parameters shown, and is for an individual building component, not Nil a trusssystemBeforeuse, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall buildingdes(tin Bracing indicated is to prevent buckling of individual truss wet) and/or chord members only. Additional temporary and permanent bracing MiTek is alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 6904 Parke East Blvd Tampa, FL 36610 PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y4offsetsareindicated. Dimensions are in ft-in-sixteenths. LK Apply plates to both sides of truss and fully embed teeth. 0'}1t r i For 4 x 2 orientation, locate plates 0- ",d' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 a U a OF Numbering System 11 A General Safety Notes 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 3 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek@ All Rights Reserved 11111110— W1 k MiTek" MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIfTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIfrPI 1 Quality Criteria. k)PY City of Sanford tYBuilding and Fire Prevention Product Approval Spec' tion Form Permit # 8 2 2 7 Project Location Address 510 E. 14th Street, Sanford As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.or g. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Entry Door FL20461-R3 Sliding Sectional Roll Up Haas Door Garage Door FL16660.11 Automatic Other 2. Windows Sin le Hung MI 26SH FL17676 Horizontal Slider MI SGD FL15332 Casement Double Hung Fixed MI Picture Window FL18644 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1% Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Tarnko Asphalt Singles FL18355-R4 Underlayments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 or , Ak Category Subcategory Manufacturer Product Desgotion Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll up 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 t t tttn n ulrlrr 1HERMAITRU DOORS Fiber -Classic, & Smooth-Star itrrlfl onmz 37.75' MAX. = v c7 x i 4 FRAME WIDTH — a E z e a COMPOSITE EDGE (on _ ° r maa OPAQUE FIBERGLASS SINGLE DOOR E o= a INSWING/OUTSWING ®® NOWIMPACT' Z0 wz o Ci XS H n w a3 GENERAL NOTES a a w C o Q X ® o W 1. This product has been evaluated and is in compliance with the 6th Edition & 2017) Florida Budding Code (FBC) structural requirements excluding the Mgh a Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shod be beyond wall dressing or stucco. c 6o i= 3. For 2x stud framing construction, anchoring of these units shall be the some as o ti that shown for 2x buck masonry construction. 2 0 jdo p 4. Site conditions that deviate from the details of this drawing require further a W 2 engineering ants by a licensed engineer or registered architect. o`O cn 5. Fiber -Classic & Smooth -Star Door panels require the use of "l part numbers and must be stained or pointed within sic months of installation. Q. w po a Q Rim Z iRTABLEOFCONTENTS IN 4-5: 91adworeDetols C'RIPn ON ypical Elevations. Design Pressures & General Notes oor Panel Details z evotkxs oa orizontal & Vertical Goss Sections (2X Buck) DATE- 16 orizontal & Verficat Mass sections (1 X Buck) o orizontal &vial Goss Sectiars (Direct to Mosorry) N' .& icof cross sections phresholdsj FrameA.rgau er: LFS See Sheet 3 for Hardware Specifications OPA*I c No.: x to Components FL-20461.E t 1 BB of Materials n sslr t - } 1 00R DESIGN PRESSURE (PSFj DESIGN PRESSURE (PSFj COr1FKaURAr10N FIARDWARE COCK HARDWARE INSWING OUTSWING POSITIVE NEGATIVE POSfifVE NEGATIVECENIERUNE X 5•t/2" Latch & DeadboB 60.0 67.0 60.0 60.0 X 12" Latch & DeadboN 67.0 67.0 67.0 67.0 x N/A Muttipobtt 50.0 50.0 50.0 50.0 5* 0.7" V 711 COMPOSITE HINGE STILE CAP imir-tKir-rom wru-inl EXTERIOR 3 67 ---- 0.4W o.r COMPOSITE CAP LOCK STILE COMPOSITE HINGE STILE iNrFaina (ENGINEERED WOOD( CAP (ENGINEERED WOOD( j-:) HORIZONTAL CROSS SECTION ll lj 36.0'MAX. 35.813MAX. DOOR DOOR PANEL WIDTH j PANEL WIDTH Doo40RPANELDOORPANEL4 35,813"MAX. DOOR PANEL WIDTH 42 DOOR PAMELUIDoorINTERIOR 2"\ HORIZONTAL CROSS SECTION 0. 406` COMPOSITE CAP LOCK STILE ENGINEERED WOODI A bA7 0 z z 00 o z8No 0 0 xzV zo ci 0 M o oz vuik: ( X FFJ TOP RAIL COMPOSITE/ ENGINEERED WOOD) L 0 T— 0 wcp FOAM CORE POLYURETHANE 1. 9 PCF MN.) 6 Z 0LINTERIOR EXTERIOR INTERIOR EXTERIOR j, FIBERGLASS SKIN ci ( 0.082THr.) BOTTOM RAIL KLJ COMP.] 3"\ VERTICAL CROSS SECTION VERTICAL CROSS SECTION 5126116 2 2scALL N.T.S. JK anc sr: LFS F Z : F L;—; 20*:4:6: 16 . 11 9* ET2oF " 444411111ffr z°t.0= Q U-;Z® rrrrf{ {44 44 N '" a OZ NOcp40 KZ 2V tO5c On 4°m maai cZ Y [ 41 2 HARDWARE TABLE m Ww it ^ w 3 3 3 Ez a HOPPE MU1TtPOINT : MPDGART 0 0 a a SEE HARDWARE m CHART C 0 N Z N W Z O a W l 2 3 4 7 7 T 7 r, N ^ Q N Z DATE 5126116 Hber- Ctassk/Smooth- Star Dm Panel OPHons s N.T. S. Products approved include all embossed panel doors and 2 panel recessed panel doors. ow. BY. JK Swr T opaque panel conWataOw,ns ore allowed. nBY. LFS Panels strown are for Bustralion and are representative or*. DROW NO, FL-20461.6 cr J a t 1 2 MANUFACTURER MODE[ SCHlAGE KNOB" FSt DFADBOIt: 660 KWIKSEi KNOB' SIGNATURE SERIES DEADBOtT: SIGNATURE SERIES (980J THERMA-TRUJ (3 pt. Manual Tongue) o LLLLlrrnrrr4 B zi aro z 9 c* w Ocm 0 E oz 0 a404142 T bQ Um EXTERIOR INTERIOR 1 VERACAL CROSS SECTION EMB. (TY P.I W W z W E 4 Shown w! 2X Buck E z w n o B}) C Outswing shown (Inswing shTior) m o a nozo 14 ,• C-SINK C a a t O.tS TYP) 0.75 " C-SENK TYP) L) m D a D v z N 6 t lit 1 j W a 0 NJTER R INTERIOR. 1 1 o o W W ~ O i I y w EXTERIOR m t a 23 Ei ER dR 24 6 Z a 1-t/4"MIN. L 40 41 42 29 40 41 42 27 N wre: 5126116 i EMB. (TYP.) 1 I-I/4"MIN. EMB. (TYP.) scram N.F.S. 3 owc ar JK HORIZONTAL CROSS SECTION 3 HOR1zONTAL CROSS SECTION cw - er: LFS q hown w/ N Buck 4 sr. w Buck mow"` 2 m Out-ing shown (Iruwing s roor) Outtwing shown (Inswing s r la) d Fl.-20467.E 0 skm 4 ov I I ` I I I A V 6 M i X Buck to be secured to ZOu N m z masonry by otherszZ Oz m oQsota`g 40 41 42 4 E u i YEXTERIORINTERIOR Ucc O Q X 1 VERTICAL CROSS SECTION Shown w/IX sub-buckv Outswing shown (Inswing sim4ar) w o m wn Ova E E r j 0 1 O a MO H U a m m j++ • , t a I tl 41 v Ci Zm p 4 b 7 1 I i 0c0v Ln INTERIOR INTERIOR t w p n t Z a owWrc aada tiz h o h h a< EXTERIOR EXTERIOR o f 23 z a i-1/4" MIN. 40 41 42 29 40 41 42 27 AO I I-1/4' MIN. O 0N DATE: 5126116 °z EMB. (TYP.( EMB. (TYP.( a SCALE: N.7. S. 15 wc. er: ,IK m 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION CHK. er: LFS Shown w I X sub -buck Shown w/ 1 X su uck oar NO,: Outswing shown (Inswing similar] Outswing shown (Inswing similar( m FL-20461.E 0 s.EET 5 OF 11 anRIOR INTERIOR EXTERIOR NfERtOR 1 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION j Shownbdps utsw g a /to M Showntw! 49! 6 jomb 6 Outswur9 Direct wl 6-99116 jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 47 PSF w/ SECURITY STRIKE = ± 55 PSF Li 2 C 1 i C i C 1 40 41 42 1 WERIOR t ` IN 48 41 42 r. M a a M M EMB. VYP.j — a E EXTERIOR f EXTERIOR i- t!4'MR l. M 1-1/4-MIN. r--- r 1- 1l4"MN. EMB. ( fYP.) EMB. (TYP.I EMB. (TYP.) o 5 26 t6 Sate N.T.S. 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION Shown Direct to M 6 HORIZONTAL CROSS SECTION a a W. LFs 6Shown? Direct to Masorxy 6ShownDecttoMasorxy6ShownDirecttoMasonry6 Outswing only w/ 6 90 (i bjamb Outswing only w/ 6-9/16 jamb o.: Oulswing only w( 49/ 16 jamb Outswing only wl 4-9(16' jamb FL-2046 T.6 SHE[ r _L OF t t Notes: I. SRI Item Ws 17, I8, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /T pfh screws at each end. SM Item Ws 16 & 33 ore attached to jams w/ (2) #8 X 2-1 /T pfh screws at each end. SM Item # 15 is attached to jambs uhltring (2) # 10 X T pph SMS at each end. INTERIOR SEE NOTE I EXTERIOR i VEIMCAL CROSS SECTION 7 1,.*v SM EXTERIOR A INTERIOR SEE NOTE I 3 VERTICAL CROSS SECTION 7 Outswing SM INTERIOR EXTERIOR 41 42 q 33 34 3 336 37 SEE NOTE I E D 2 VERTICAL CROSS SECTION 7 Insw'vg Si SEE NOTE 1 4 VEIMCAL CROSS SECTION 7 Public Access S ssr y„rrrri M1 r n Utlltj o 1/ rrhrn tst 0 n z c x0 gig Sdoi S CZ 3 C41 O jd 4L N.T.S. JK c BY: LFS wac WD, FL-20461.E 7 ov 11 2X BUCK I r (TYP.) • 1 a d r HEAD & JAMBS TYP.) 50 PSF MAX 0 MASONRY mP•i _.. _.._._ I—t - r (TYP.i T{ f 1 rir C HEAD & JAMBS TYP.) 2X BUCK 70 PSF MAX i MASONRY TYP.) .. _.._., ..._..__..._ Y 0 4tttr rrttrr n iir3)#8x2-I/2 r9/rttt omat aPFHWStttthri JAMB TO HEAD DETAIL 0 n 1D z E z 0mm d mg 3600. 0 E z o° c uj 1. O 2X BUCK j W WV BUCK J I X BUCK DIRECT TO o MASONRY N co FRAME HEAD & JAMBS a a inTYP.) o i N 2 N v O V) h h 8 Q F p h 0 Y N O c Z C FRAME ANCHORING DATE 5 26/16 z SCALE N.T.S. owo. UY> JK m cmc. BY: LFS 3 NAM No" FL-20461.6 m a spec 8 OF T 1 " 4W - ` • • v ' r » 4 56 LEIA p < ' 4 4 - L i O Z a 2.36" od o a c. fNSWING THRESHOLD T INSWING THI SHOLD \1 —woC JAMB E w i m e instvirg fHIs Flxed SR \_ Untying Composite Adptttable SrL c g coJ a vJ m b oo. 5.75 - f o 583 -------_-_.._—___.. S a 6 j 5.77-{ c- 4 3uia t rNSWfNG THRESHOLD a: l^9 tdoclerote Comte s3 I.3/6 fNSWING THRESHOLD OUISYY/NG THRESFOLD o309UtSvYigCBcomposifeAdptableSMCompositeS j wz f-^— 5.75"------------{ - 4.b6" x o 3 o N K 3$ INSWING THRESHOLD INSWING THRESHOLDinswingFnoderateCTanote5L 2 t) OLriSWING THRESHOLD cs Unwirtg Basic Composite AcWoble SR 7-1 IT ';_/ Cornpo le! Aknrwxxrs SR ci o W w fNSWING 1HRESNOLD 1 Unwvtg Basic froce4i S3t4` SR __..._ r1 /11 OULSWLNG THRESHOLD n^ n PU[WC ACCESS THRESHOLD ' Compos to ! AF mUaxn SR n Ft5ghemldkeatc} e 7.S'-__._.._ o n c a ^ 2 f M 5126116 Jq I -- N. T S. 79 I owc BY: JK F- 2. " I as SY: LFS 3T LNSWfNG THRESHOLD oau UnwingBosicfroced7-I/rsn o r8 SWEEP 9 SWEEP p } d SWEEP Na.: FL-2LTasl.s SHr 10 OF 1 i f c mil. tY on mziUN110 d vN$ Eo z m o f uw E Hn o a o E az oc a: ix a: o v J Zi w cc J X m 00 a a aLO 0 dInam^ Wza W CONCRETE ANCHOR NOTES:- 1. Concrete anchor locations at the comers may be adjusted to maintain the min. a ro edge distance to mortorJoints. 2. Concrete anchor locations rioted as "MAX. ON CENTER" must be adjusted to m W maintain the mar. edge distance to mortar joints, additional concrete anchors o w ir may be required to ensure the MAX. ON CENTER" dimension are not exceeded. o 3. Concrete anchor table: N r n h i O UZ N 5126116 ! N.T.S. S JK m LFS 3 WOOD SCREW INSTALLA17ON NOTES: 1. Maintain a minimum 5/8"edge dstance, I" end distance, & I"o.c. spacing of 2 461.6woodtFLscrewstopreventthesplittingofwood. t t . 11 BILL OF MATERIALS BtCL OF MATERIALS ITEM A DESCRIPTION MATERIAL REM i OESCRIPTtON MATERIAL A 1 X BUCK (SG >= 0.42} WOOD 25 x 2-i /T PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42{ WOOD 26 8 x S/8" PFH WOOD SCREW STEEL C i /4" MAX. SHIM SPACE 27 CATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 286 DEADBOLT STRIKE PLATE (SECURITY} STEEL G 3/16" X 3-1 /4' ITW CONCRETE SCREW STEEL 29 4" X 4" HfNGE LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM] STEEL ALUM/COMPJ1 /4" X 3-3/4" PFH ELCd OR lTtN CONCRETE SCREW STEEL 30 C 10 X 2-1 /T PFH WOOD SCREW (1.15' MIN. EMBEDMENT{ STEEL 3i MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/i b" X 2-1 /4" fTW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/} 6" X 2-3/4" ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP b WEATHERSTRIP (MEDIUM REACH] FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH} FOAM 36 INSWING THRESHOLD ALUM/COMP SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP q SWEEP (USE w/ MODERATE CLIMATE THRESHOLD{ VINYL 38 INSWING THRESHOLD ALUM/COMP l0 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 34 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK] ib OUTSWING THRESHOLD ALUM/COMP 4i DOOR PANEL (HYBRID} 17_ OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (Ui} 18 OUTSWING THRESHOLD ALUM/COMP 22 x 314"PFH WOOD SCREW STEEL 23 10 x 3/4" PFH WOOD SCREW STEEL 24 10 x i"PFH WOOD SCREW STEEL ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR Ifttt ® 1/4" T•t/4" 2" 4" TarcoN ECCO 1/4" 1-i/4" T" 1" ULTRaCON ITV t ® AS SHOWN t•T/2" TAPCON 40 Date: Quotation #: Quote Name: Job Name: It/l/2016 Q-519445 Stella Homes None Drawing Summary hern QIY Description I COMPt,f--,I'E DOOR; 16'-0" X 7-0" 4-4 R2560S; STAMPED STEEL CARRIAGE NI SANDSTONE; IOK TORSION 12" STD 2 BRKTWOOD; I "TUBE; (2) SIDE LOCK; I 1-BALL. NYLON; 14 ga Hinges; 4- 3.5x4 E Strut; TRK BRKT1,00SF; SPRING LOOSE; DEC.. HANDLES; HINGE STRAP 4; WINDLOAD: Fl, +31.3/-34.9 PSF; IMPACTRATED(16660.11 -R5); 320 Sycamore * Wauseon, OH 43567 Name: Phone: Address: Reference Configuration # C- 802645-W Door Drawing Track Drawin,-, Torsion Spring Dcawing Haas Door (I of 4) 1 `c VIEW OF EXTERIOR SEE SPRING DRAWING FOR SPRING ANCHOR AND SHAFT SUPPORT SIZE AND LOCATION. DOOR WIDTH INTERIOR ELEVATION V20GA. C-SHAPED STEEL STILES @ 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 PANEL DIMENSIONS 320 Sycamore St. MODEL R2560 Wauseon, Ohio 43567 Copyright 2014 DOOR DATA lob Name Stella Homes (0-519445)-1 erialNum C-802645-W Door Color Sandstone Door Width 15-0" Door Height T-0" Section 4 Quantity Quantity of 4 Panels Spring Cycle lot( Life Spring 2 Quantity Lite in Panel NONE No. Lite in Section NONE No Sect Heights 21, 21, 21, 21 Btm to Top) Operator (by No other) 1-1/2" x 1-1/2" x 13 GA. GALV. STEEL HORIZONTAL STIFFENER HEADROOM A Q rn U. _ O O W W Z = J It af O WF d ZWU BACK ROOM 12" ROOF PITCH TRACK HORIZONTAL TRACK SUPPPORT BY INSTALLER TO SUIT) GALV. STEEL TRACK TAPERED @ 1/8" PER FOOT TO PROVIDE A WEDGE TYPE CLOSING ACTION. TRACK BRACKET @ 24" ON CENTER (TYP.) STANDARD LIFT 1-1/2" x 1-1/2" x 13 GA. STEEL ANGLE 5/16" DIAMETER BOLT OR WELD ALL CONNECTIONS TYPICAL) GALVANIZED STEEL HORIZONTAL TRACK HORIZONTAL TRACK SUPPORT 3-3/4" OPENING MINIMUM WIDTH CLEARANCE 3-3/4" OPENING MINIMUM WIDTH CLEARANCE JAMBS BY OTHERS JAMB SEAL 12 GA. GALV. STEELBYOTHERS) TRACK BRACKETS @ 2'-0" O.C. 2" GALVANIZED STEEL TRACK FASTENED TO TRACK BRACKETS WITH 1/4-20 x 1/2" HARDWARE. 14 GA. GALV. STEEL ROLLER HINGE FASTENED TO END STILE WITH (4) 1/4-20 X 3/4" SELF TAPPING TEK SCREWS. SIDE ROOM CLEARANCE 2" STANDARD LIFT BRACKET MOUNT DOOR DATA Job Name Stella Homes (0-519445)-1 enal Number C-802645-W Architect NA Contractor NA Distributor/ Deafer NA nor Schedule NA Door Width 16-0" Door Height T-0" Lift Type 12' Radius Roof Pitch None enter Line of Shaft 93 Headroom 115 Backroom 104 Drawn By 8nbsp:. Date t ill 12016 320 Sycamore St. Wauseon, Ohio 43567 Copyright 2009 DOOR WIDTH 7-I/2' LEFT HAND CABLE MIN, RIGHT HAND CABLE DRUM (RED) DRUM (BLACK) RIGHT WOUND SPRING LEFT WOUND SPRING RED CONE) (BLACK CONE) SPRING ANCHOR r OF DOOR CABLE CENTER OF SHAFT RIGHT LEFT WOUND WOUND SPRING SPRING 320 Sycamore St. STANDARD LIFT WITH (2) Wauseon, Ohio 43567 O Copyright 2013 SPRINGS ON 1" TUBE SHAFT DOOR DATA Jab Name Stella Homes (0-519445)-t Serial Number C-802645-W Door Model R2560 Door Width 15-0" Door Height T-0" Springing Weight 329 Lift Type 12" Radius Spring Cycle Life 10K Coil Inside Diameter 2" Wire Size 262 Spring Length 36 Spring Turns 8.0 IPPT 93.9 Total Torque MtP) 748.5 Drum 400-8 Cable Diameter 1!8" Cable Length 105 enter Line of Shaft 93 1 2 3 4 5 6 7 8 Door Width 16' - 2" Shown F See chart below for other k Top Bracket door widths DETAIL A (sheet 2 of 3) Flag Bracket Detail H (sheet 2 of 3) E Jamb Bracket Detail F (sheet 2 of 3) Door Height Slide Lock or Lock Bars + •. F T - g.. ShownDetail G (sheet 2 of 3) f' See chart below for other .1 t> 66" +f 3" ' door heights 54"' +/ 3" — 222" +/- 3„ g t> 1 ti- t Fe,, I r t t Bottom Bracket End Hinges Strut & Strut Attachment Intermediate Hinge 4" 3„ Digitally signed by John E. States, P.E. Detail C (sheet 2 of 31 Detail B (sheet 2 of 3) Detail E (sheer, 2 of 3) Detaii D (sheet 2 of 3) 101" +1 3" z Date: 2016.08.04 13:41:42-05'00' C t t $r,, ct 4 GEMs•, i T ••• j\ N Model Number 5173TiANC23W $ R2360 ERE$ i*iPANC2J$24;p SE43E`VAN PAN Cc A,J $ R24 CKi SERIESPAN CZC6r$RLSC-E?iE5 C.23I 5 R24 . 3EF"E5 Door Height Total = of Jamb BrkisTotalitOf $tfUtSSections Side NOTICE: E r y q •• STAi PAN..^,24a & R2a&1 SERIESRAN G2372 $ R23 2 SERE:s PAN C2011 SERIES per j % • ((/ PAN C2492 $ R2382SERIEs. PAN R2560 SERIES PAN C2015 SERIES 6'-T 4 4 5 PCOR10P` (5z, PAN R25SERIES PAN R251 SERIES PAN C2411 SERIES 6'- 3" 4 4 5 f3 PAN R2587 SERIES PAN R2571 SERIES PAN C2415 SERIES PAN 6 -61 4 4 6 411111110aOKLt tDoor Widths Design Pressures End Stile PAN R2582 SERIES Center - PAN R2572 SERIES Center C2511 SERIES Center Impact 7 - 0 4 4 6 Up To « psf PSI Sties Hinges Stiles Hinges Stiles Hinges Resistant 7'-6" 5 5 7 10'-2" 49. 7 555 Single 4 2 3 1 5 2 NO T-9" 5 5 7 12'-2" 415 46.3 Single 5 2 5 2 5 2 NO 8'-0" 5 5 7 IMPACT RESISTANT - 14'-2" 35. 7 39,8 Single 6 3 5 2 7 3 NO 16-2" 31. 3 34.9 Single 7 3 7 3 7 3 YES Ft_ #16660.11 18'-2" 24. 7 26-2" 20. 1 27.6 Single 22,4 Single 7 3 9 5 7 3 9 5 7 3 NO 11 5 NO 7 '- DESCRIPTION: 10`-2" 31. 3 34.9 Single 4 2 3 1 5 2 YES errrcnu Irnx OP A IZ-2" 31.3 34.9 Single 5 2 5 2 5 2 YES xtiu,ttwt t c tt:,. v st o„, 3 D 14'- 2" 31.3 34.9 Single 6 3 5 2 7 3 YES 5 01Lt1YI1IIIII('. WE-'(C%%-+ft't-?, .13 SHEET: i Of "It. Yl EE— WIS MOOEL(S) Sx SU-t s 1 2 3 4 5 6 7 8 s 24" — f= DETAIL A LOW HEADROOM DETAIL B DETAIL C e 23„ _ F 4 TOP BRACKET E 4" _ t 32 D f DETAIL D DETAIL E DETAIL F DETAIL G c 1 /4" — — 32.. DETAIL K ROLLER 0 e- SI(1//, GEMSF•t4'j No. 5V37 .. 8TKTE OF COR\ E DETAIL H gar a IMPACT RESISTANT FL #16660.1 t . 6E2SCEgPFEolt 3 F i3! .i5iE•Yr7thi 3k i1CHY,1 ALTERNATE BOTTOM BRACKETS fPO Slaaern MTE BRM: .:k"iJ B8F1MM tl: tIk'S Yss..OM ffiFJ f +. raottEUs}: s- sties} 3 2 3 4 f 5 6 7 FASTENER TO F PAST HEADERCONTINUE MODEL NUMBERSE MODEL NUMBERS AVAILABLE OPENING HEIGHT 2 X 6 GRADE 2 OR BETTER SOUTHERN PAN C2011 SERIES PINE JAMBS SEE CHART FOR WOOD JAMB ATTACHMENT PAN C2015 SERIES TO BUILDING STRUCTURE PAN C2411 SERIES PAN C2415 SERIES MAXIMUM ON D PAN C2511 SERIES CENTER SPACING PAN C241 0 & R241 0 SERIES PAN C2460 & R2460 SERIES FIRST FASTENER 4' to 10' PAN C2461 & R2461 SERIES ABOVE THE FLOOR OPENING PAN C2471 & R2471 SERIES WIDTH PAN C2472 & R2472 SERIES PAN C2480 & R2480 SERIES WOOD JAMB ATTACHMENT PAN C2481 & R2481 SERIES c PAN C2482 & R2482 SERIES aujo. PAN R2560 SERIES 2' 250' 5 00' 24, 51 C,4, PAN R2561 SERIES 0I C,,to400PS1,4"', 1, 00 PAN R2571 SERIES 15T 1-40- 1 5T 24- 120 PAN R2572 SERIES spree pti e Fk a i "ol 15T 1 50' 24" 482 IS' CO washer 51737 PAN R2580 SERIES PAN R2581 SERIES NOTE 2X6 (,xutltea!0 Ifts watt must be Souttwn Pine Glade 2 x tIeltef PAN R2582 SERIES W,0-0PkwRVA N z ---- ---- N to NAL% fill% IMPACT RESISTANT FL 41666011 OESCRIPTIOlk p 1 2101 M"A NO f I IAll A J-(TCC3v ki )OR DATE DAIL 1 1 i DRAWII SY: MVS MODEL( S): S,, Shw.l r 4 12HA: T-ir No, p7jpwNT-1 v PA FAWA B(f ws cmF WAD ""ONO -0 BE DE04M MO A4100D TO -OOPEn- IRANS'Li1 AL- PAVNU '- Hl- WWO"WC1 RFCOM, ALOMBU SYnS ACRUSE W 1/3 MS NOT OSLO lN P-L RlS,,_Y'l SH)Wr, i- l% NN') 0,", )-PA-0% OR .^d .1 6 iVt ;S-F; .)R AN,,-,H0R ',-,A C.AV CN' AMPKID VQWT FRWI`07 V-i-V S %0-glallUl 'OR IN WIND :50OCUR;S 74EC;iONS T TO 'NIN-) ZNC 3 DO1% PRE-% 07DYnS N iS 3SO UR- - A ND AVA TOWN fX,jvf-%i APP`Ly "' Al-Y ,) Jlf,-R AP4`RDVA,. YNal ` II XWS TO BE VjnQ WE NY 0WHO 'Q -WSE SHOWN it 41S DRAMN,;, bVNUCIh'; M .. S, Pf.4T L. G,.'.'U '-) Pv M IVN-W, IV) LIJ11N PR[ lif sY 1111IND1,11W 101? DO-11' Y', N-,; wy a,r,"y 4 JN- MDI KET-iT O EXCEL. AND' V.,L--)N iS AN"003 AS ych% AAL 1, Ak DAN!, MJ i.,N 1,; TO DXjW',i7 PnOWD .20TA 9WON& 23-) 0457R 4 RVN[ r< ° I'r ' z sY r i -LO% ',-,-l4J, BA',ED 1461 MAISM SUN (MI ww) mn hwmy MTV X 7- Tr,F IAJA,VrN SPAN AND DjT,',--` Y MYi 'O7_CT ',[-y iS -,f- VU-L!ON RA7iNG RI ,TING MI,7 RF FOiAi CP TAN DOW pKSMAL cwkwD !N 170 CP 2X SWEW W- 1 SO, On! lNGV TO WHY A 1 18" M00,M M Z3' -)V )CA.,F N SAO NTC, 1/ 4'* 7,',F,-,ON .V, JL: '; i%` ANG'f '0 A.',,,I`V' A AJ2 '12" LL,3L AN- OR-, AS WIN N N74AMA jpms PC- 3 AWKRI Y?d bE A1 MAXInt M-i T, SN 1,1--;T, 107 AN,') V ,,, N N A ANDITv 152 NUT H UHL iN SJAWWLSWTYRDS"i' Sc-1- 1tN IHM'vMJM I,IPNGTr- A 111",'Tl VNfM,,Y > a F1' B. C, C P T L - V i N Ou M v P R I.- S S I V S I P,-, 1 2 C,,- VASCNRy lyR2 1 'D•', TO 4T-Al-1, MU N -0 CL " USL 4) x1 1/4" RMA4 pq cni Q%ws ww 4 -01 NTAi", 1A3 1 0 WNIJAV., sr, L,-" NO A p, c'iAR ,_TAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M- 2302 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES 08- 01447 scae NTS 1"` 01/11/12 1" l OF 3 SIGNED: W& V15 i f 1' WINDOW 'i iWINDOW Design pressure rating Omo Units anchored into wood framing Mullion span(in)i Tributary width (in) 1&13 2&50 36.00 42.00 4&00 5213 2& 00 130.0 130.0 130.0 130,0 130.0 130. 0 37.38 130.0 130.0 127.2 127.0 127A 127.0 49.63 120.7 94.3 77.9 73.8 72A 72.0 62.00 92.4 70.6 56.0 51.5 48.6 47.k 6&63 86.5 65.8 51.7 47.3 44.4 43.0 72.00 77.8 58..7 45.6 41.4 38.5 37.0 84.00 62.1 45.6 33-1 29A 26.3 24.9 L: At;Ti APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 3,'8" AS SHOWN HEREIN. Design pressure rating Oleo Units anchored into masonry1concrete Mullion span (in) Tributary width (in) 1&13 25,50 36.00 4Z.00 46.00 5213 2& 00 130. 0 130,0 130,0 130. 0 130.0 130. 0 37.36 130.0 130.0 130.0 130.0 130.0 130.0 49.63 130.0 130.0 130.0 130.0 130.0 130.0 6200 130.0 115.4 87.8 79.3 73.9 71.5 65.63 130.0 96.6 72.9 65.5 60.5 58.2 7200 99.3 12.4 54.0 48.1 44.0 42.0 64:00 62.1 45.0 33. t 29.1 26.3 24.9 LARGE AND SMALL MISSILE IMPACT LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 M-2302 - VERTICAL MULLION 83 MULLION SPAN CONRCURATIONS AND DP CHARTS V.L. 08-01447 NTS O1/41/12 ""'2 OF 3 SIGNED: 0810712015 it illSR ! iLi v, "CENS gct' 1-0 TAT OF, v` t7 . 7- ''tF cC0RVD't A 4 49 1 VIN A 1 c j a i 2 1/?" rfaa EC1„E S Y MIN DGE - STAN - f SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125" THICK TES i 2 iS9 -- r d• i FL.-:-. t 1 f 7 : SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5. 125" THICK 32s1' VERTICAL CROSS SECTION MASONRY%CONCRETE AND WOOD FRAMING INSTALLATION 1-- -. MT0000_2_2_C_LI_P 16GA (.063) GALVANIZED STEEL CLIP INSTALLATION SIGNED: 0810712015 Ml WINDOWS AND DOORS ctitttlrrlr,. Lp 650 WEST MARKET STREET GRATZ. PA 17030-0370 t .- GEAts'•4'p 5 - M-2302 - VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS OTA ry iQiA• A" n n` v, Ili 60rtid + .` PRAWN. GViG t Y- Rtt V. L. 08 c0FE447 A///Y(MA{ F t CIAE NTS01/11/12 3 OF 3 NOTES: 1, 'HE PRODUCT SHOWN HEREIN IS DESIGNED AND VANU.--ACTUR-D 10 COMPLY WITH REOUIREM-ENTS OF TljE FLOR CA Bj_DiNG CODE, 2. WOOD FRAMING AND MASONRY OPENING 10 BE DESIGNED AND ANCHORED TO PROPERLY TRANSFFR ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELEC70N 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 T,E7 OESGN OF THE PRODUCT SHOWN HFRFIN. WIN' , LOAD DIRATION FAC70R Cd—.6 WAS USED -OR WOOD ANCHOR CA_CULATiONS, 5. FRAME VATERIA,: FXTRJDED A_LMIN;jV 6063-T5, 6. UNITS MUST BE GLAZED PER ASTM E'3CO 04, WTH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RL _QUlRED ;OR `HIS PRODUC' IN WIND BORNL DEBRIS REGIONS. 8. SHIM AS RE00RED AT EACH. INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERL SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHdV. STACK TO BE 1/4". 9. DOOR ASSEMBJFS INSTALLED W-7RF OVERHANG RATIO !S EQUAt OR GREATER THAN 1.0 DO N07 REOUIRE WATER iNF _TRA7lON RESISTANCE. OVERHANG RA-10 = OVERHANG 7-NOTt-/OVERHANG H&GH7 10. FOR ANCHOR!NC 'NTO WOOD FRAVNG OR 2X iiUCK USE #o mmsczfws WITH SUFFICI` N7 [FNG-H TO ACHIEVE A i 3/8** VINMUV F.MBEDVFNT INTO SUBS7RATF. LOCATE ANCHORS AS SHOWN N ELEVATIONS AND %S7ALLA_ION DETAD_S. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFPIC-ENT LENGTH 70 ACHIEVE A 1 114" MiftVJM EMBEDMENT '..NTO SUBSTRATE WITH 2 112" MINIMUM EDGE DIS- iANCG. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USF #'0 SMS OR SELF DRILLING SCREWS WITH SiFFICIEN7 LENGTH TO ACHIEVE 3 THREADS VlNlVtjV BEYOND STRUCTURE INTERIOR WA-:-. LOCAT' ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION R[S:S7ANT. 4 INSIAL-A-ION ANCHORS SHAL_ BEINSTALLED :% ACCORDANCE W-l ANCHORl MANJFACTUR,-- R*S INSTALLATION NS7RUC71CNS AND ANCHORS SHALL NOT BE USED IN SLBSTRATFS WTH STRFNG-HS LESS T,AN -t+F MINIMUM STRENG-Il SPFC,71FD BELOW: A. WOOD - V!N(MUM SPECIFIC GRAVITY IF G-0.42 S. CONCREI-_ WMVJV, COMPRESSIVE S'RENG,H OF 3,192 PS. C. MASONRY - STRENGTH CONFORMANCE— TO ASTV 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, XO, XX, XP, PX, XIP, PIX. 1AB- L OF CONILNIS SHEET NO. DESCRIPTION I NOTES 2 - 3 ELEVATIONS 4 10 INSTALLATION DETAILS DESCRIPT ON DATE APPROVED ACE) ED CHARTS 03/055/12 IR,L. I RFVSFC PER NEW -ESTNG 10/29/13 R- Af', Ot{) FLANGE AND FN NS_AUATiCNS 12/06/13 R.L. REVSLD INSTALLAIION CTAILS 07/30/15 j R_ SIGNED: 1012212015 MI WINDOWS AND DOORS LLC okkillf/f// 1900 LAKESIDE P o Z FLOWER MOUND, TXARKWAY 75028GEN p SERIES 420 SGD 96" X 80" NON -REINFORCED NOTES 104 tAf6125OF - zz t0RjlD.- DRAWND F.A. 7 08-00498 0 sc- ALIE NTS JDATE 02/23/09 1 ..... 1 OF 10 11111tw0l' d0 tvikiSEE0Jf i y' S+N3•y\ •\ 910d/dZ/OI :03NJIS OL d0 Z133HSI 60/£Z/ZO 3i,ro SIN 3vaS 86400-80 V' rt36 "a+ ama :"Vac NOIIVA313 033803N138-NON 08 X 96 OOS OZ4 S3183S HZOSL X1 'ONnOW 83MOIJ IVMHNVd 301SDIV1 006 t 331 SNOOD ONb SMOONIM IN S 1 9 9 1 9 S 1 9 9 I t, 0'09 qw#r S9H gwer I svH gwer S9H qwe!` I S9H O'96 OWOZL 0'09 u} 0'96 0'Zi 0'9£ 0'0£ 14(ati w} y>E M -el3 letoi pue pued at6utS awe11 polpnbo3 suogeaol logaue {o .wgwnN C# IHVHO O OV 0 04 4 E4 V £4 Z 84 Z 84 L 99 C45 0'09 OON sod BON sod 69N sad 6aN rod DO'96 OO'69 007L 00,09 uf) 0'9r ozr O'9£ Owe 6t aH a1le13u1) WM aue13 laid Pf Pued at6u S Isd) ueyi ainssald ubsap 1133HS 6 31ON 33S O3HM36f ION Sl 90MVISIS36F NOl1Vd171-Ml 1431VM 3d314M dt 1dVHO 0.04 0.04 4"£4 006 I Z-84 I O"04 I L-9S I oot, T 0'o9 BON sod 69N sod OON I sod N I sod 00'96 00'" 00'11 00.09 X) tV aLue 3 Olt OZf 0`9£ 0'0£ La) WM —13 MOI pus Pued aAJ S Osdj uega airmaid ufinoa 1133HS 6 31ON 33S O3WW3d SI 3ONV1SIS31.f Wit Vd17UNl d31VM 3d314M IX 1dVH0 T6I 9t/0£/LO SlIV130 NOUVl1ViSM 03SVO8 0 EL/90/ZL SNOWTIViSM NIA ONV 3`ONVIJ 0300V 0 Ft/6l/Oi ONUS31 M3N 83d 03SIA38 8ul. 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D REVISED INSTALLATION DETAILS 07/30/15 R.L. rHdRT Ad Number of anchor locations required Frame Height In) Single Panel and Total Unit Width (En) 30.0 36.0 42.0 48.0 60.0 72.0 84.0 96.0 H&S Jamb H&S Jamb H6S Jamb H6S Jamb 80.0 4 5 5 5 6 1 5 6 5 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON —REINFORCED FIN ELEVATION DRAWN: MG NO. F.A. 08-00498 scALE NTS DATE 02/23/09 5NEET3 OF 10 SIGNED: 1012212015 tttP.1I t l 41 1/ v,\OENSgcfw A EE OF i0.cA` R ''• vl' REV i F•.OR@P•. 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OAG'S3HSIN&606f31X30NV&01&31NI t s- Uo/v NOLL V7WIGNI xone xe bto VNIr"V 000M N01109S SS08:) 7VOUL1.9A HOIH31NI . t l H il 801EMX3 S2J3HiC ), U or e x Z do 0 DVAV8-- LOOM M3dDS coom 0 ILI Ht J, M3Z,-S A4S XI L 431le Xz 6c 29 A 3 ONINVL+J DOOM NIN ji/ L NA ,Z/ t METAL STRUC"+UPE BY OTHERS 10 SMS OR SELF DRELiNG SCREW METAL STRUCTURE 3Y OTHERS 3/4" MIN. EDGE DISTANCE 1/4" MAX. SHV SPAC'L SMS OR DR11.1.ING N SLL TO BE SET :N 4 BEG O, iPPROVED SEALANT 3/4" MN. ECG= DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 T- 3/4" MI( DGE 1TSTP 10 SMS OR SELF DR L'_ NG SCREWS MFTAL. STRUCTURF By olll..E Rs I IA" cAAV REVISIONS REV DESCRiPTON CAT- APPROVED A ADDED CHARTS 03/05/12 R.L. B REV.SED PER NEW TESTING 10/29/13 R.L. C ADDED FLANGE AND FIN INSTAi:ATONS 12/06/13 R.L.. D REVISED INSTALLATION DETAILS 07/30/15 R.L. JAMS _INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON —REINFORCED FRAME INSTALLATION DETAILS DRAWN: DWG NO, F.A. 08-00498 SCALE NTS DATE 02/23/09 SHEETS OF 10 SIGNED: 1012212015 SRf I tLt0 EN** 5 TAT E OFrL CONCRETE/ MASONRY I3Y OT1JFRS OP TONAL X B:CK TO BE PROr%RLY S REO SEE NO-[ 3 SfiFE' ' 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 2 112" MiN EDGE DISTANCE 4" MIN, a MBEDMENT 1/4" MAX. S M SPACE 3/16" TAPCON EXTERIOR I I INTERIOR VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION I ED SEALANT MIN, MENT 1'N. uuc ul5!r NCE i 1 /4.~ \A" EMBEL 2 fw Dick 3J16" TA -CON CONCRETE/MASONRY By OTII. RS OPTIONAL 1 X BUCK TO 3E PROPERLY SECURED SLE NOTE 3 SHEE` i RE I IONS DESCRW ON AT- A%pR',NEO ADDED CHARTS 03/05/12 R.L. REY!SED PER NEW TESTING 10/29/13 Rt_, ADDED F LANC AND ( IN INSTAL _AT ONS 2/36/ 13 I RA, REVISED INS-AL,AT ON DETAILS 7/30/15 R L JAMtf IIVJ I ALLA I IUV Ut I AIL CONCRETEVASONRY INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM Ell I2 SIGNED: 1012212015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY N` ovkIIrCI/,, S , FLOWER MOUND, TX 75028 GEN.. 'i SERIES 420 SGDf` i 96" X $a" NON —REINFORCED FRAME INSTALLATION DETAILS Wig} TAT OF E` CQRI DIW&N, owc N0. R v F. A. as—ooass D Sca NTS GATE 02/23/09 S EET6 OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MIN. ISTANCE MIN. VENT 1/4" MAX. SHIM SPACE WOOD EW 1 3/8" MIN. EMBEDMENT 1 1/2" MIN. EDGE DISTANCE 1I1nR # 10 WOOD — SCREWS 3E SET IN APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS MIN. VENT MIN. cunt uiSTANCE REY4iONS DESCRIPTION DATE APPROVED ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/29/13 R.L. ADDED FLANGE AND FIN INSTALLATIONS 12/06/13 R.L. REVISED INSTALLATION DETAILS 07/30/15 R.L. 1/4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD 96" X 80" NON -REINFORCED FLANGE INSTALLATION DETAILS DRAWN: DING NO. F.A. 08-00498 ar;5 NTS OF 10 SIGNED: 1012212015 9 E tto 0 ,61 S T 0dD0fdNAl1E G`` VNQ/.'Lii i a 10, 0\h Stb•,Sy3• Cam` StOZ/ ZZ10t :O3N,916 m 01 j0 8133Hs I 60/£Z/ZO s,,oj S1N 311-,5 861, 00-80 1 V.j SlIV13O NOIIVllV1SNI 30NVld 130803N138- NON „08 X „96 00S OZV S3163S 8ZO(; L X1 `ONIIOW 83MOlj VM) 48Vd 301S3NVl 0061 011 S8000 ONV SMOONIM IN NO11V77V1SNl3VNonH1S 7V13W 71d13O NOlIV77VISNI GPVVr arwi nais lt li W sm3a s ONI"! aC 13S 8c SAS old disc 11,03 A „ v/£ I2t S[/0£/LG SI Yl NG.IY"3Y5"Jt 03S A3ii a L! t/96/Z. SNOJIY'7VISN1 Nf[ GNV NYIj C V C. Ill 6ZjG! ON1S3i M"d 8-8 Q3SsA3a 8 L Zt/S6/£ S1NYH a300Y v s incaecv 3ivc NO1L&6O53C n3tt sNo s nx Zt tZ3 MSV Hl(M 30N GW00V M 03NVlG30 3901 SH3H1O AS.LNV7V3S 1NlOf ONV H313N1/H3d 'Z t11HV70 HOi NMOHS ION SH3HlO.t9 ` S3HSlNlj HOW31X3 ONV HOW-91N1 't S310N lV77V1SlJl 3HR10RH1S 7V13i7 N011O3S SSOMO 7V011&3A MN „vfi ititfiv3S C3AG8ddt 30 038 t dOlN31Nl Mla") S ONt111NO ,I] S ao SAS 04 i xvw „ b/ t d0IN31X3 Sa1Hio A6 380-1 Adis lt/13W m lKs ONnllao 313s 2t) SAS ,, 1 Sa3H-o 1,e 3anl0na s 1V1=A 30NVISIC 3CO3 Vial „ 6/ 4 CONCRETE/ MASONRY BY OTHERS OPTIONAL lX BUCK TO BE PROPFRi_Y SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE DY OTHERS 2 1 /2" MIN. EDGE DISTANCE 4" MIN. EMBEuMENT 1/4" MAX. S,iW SPACE 3/16" 7APCO% EXTERIOR I --11 l---1-1 INTERIOR VERTICAL CROSS SECTION CONCRETFJMASONRY INSTALLATION MIN, DENT IIN. tvue- UIbi-NCE 1 /4" a€ti EMBt 2 M DIST 3/' 6" TAPCON CONCRETE/MASONRY BY 01f14 IRS OPTIONAL IX BUCK TO BE PROPF'RI_Y SECURED SEE NOTE 3 SHEE7 t REVt510N5 DESCRIPTION DATE APPROVED ADDED CHARTS C3/05/12 R.L. REVISED PER NEW TESTING 10/i8/73 R'L' ADDED FLANGE AND FIN INSTALi-Al'ONS 12/06/13 IRA_ REVISEDREVISED INSTALLATION DETAILS 07/30/15 R L JAMD IIVO I ALL11 I IVIV LJC I AIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 SIGNED: 1012212015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY okkiIit/l// WFLOWERMOUND, TX 75028 XGENS _'p SERIES 420 SGDOTATR96" X 80" NON —REINFORCED FLANGE INSTALLATION DETAILS t\ 0• ' 1C P • ORlODRAWN: DWG %0. REV F.A. 08-00498 D l OkIA tE\ SCALE NTS DATE 02/23/09 sk££T9 OF 10 WOOL) FRAMING BY OTHFRS 8 WOOD SCREW VN, i APPROVF) SEALANT f3FI4IND FIN 7/'6" V1, DISEDGEE TANCE 1/4" MAX S,iIV SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION R_lV C.fSCRta'aN DATE A:'PROVED A ADDED CHARTS 03/05/12 R'L B REVISED PFR NEW -FST'NG 10129113 RA ADDED RANG!, AND FIN INSIALIA-l!ONS 12106113 Rl. D REVISED INS7ALLAT3ON DETAILS 07/30/15 RE, 1 EDGE DIS'. TRIM 4 INTERIOR E V;'i DME N_ MASONRY/CONCRETE 3/ BY OTHERS X BUCK BY OT-iFRS, 400K STRIP 1x BUCK To 3[' PROPERLY SFCJR77, r AllLJi 6" -ARGON PEXTERIORlw==iANEL NliRLOCK HOOK STRIP INSTALLATION 12" MIN, MASONRY/CONCRETE APaROVFD SFAANT 2X B6CK OR EDGE DlS'ANCE 7317HINE) F, 1/4" MIN, WOOD FRAMI G 5/4 E M BE D V EN1 - RS 3 -GC DIS-ANC 8 WOOD WOOD B, Y OT,I- V' T, At S T R, M DTEFRS SCREW FRAMING TRIM R v 1 3/8. MIN. MAX. EMBEDMENT SHIM SPACE INTE RIQR INTERIOR 7/ 16- MIN T EDGE DS_AN,E I1001< STRIP HOOK STR'p 10 WOOD I 1 #10 SEI,.F ORVAG SCREWSCREW PANE L EXTERIOR PANEL EXTERIOR EXTERIOR INTERIOR HOOK STRIP INSTALLATION 2X BUCK I / - IN 0 - OD F , R4MfN . G HOOK STRIP INSTALLATION METAL STRUCTURE SIGNED: 1012212015 MI WINDOWS AND DOORS LLC MIB 4 MIN D% l N' 7, VERTICAL CROSS SECTION 1900 LAKESIDE PARKWAY WOOD FRAMING OR 2X SUCK INSTALLATION FLOWER MOUND, TX 75028 N'q - FOR SILL INSTALLATION SEE SHEETS 4-9sa NOTES: SERIES 420 SGD 0 F$ V INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 96 11 X 80" NON -REINFORCED NOT SHOWN FOR CLARITY FIN AND HOOK INSTALLATION DETAILS T 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DPAWN ..0RVD"_'*N DESIGNEDWACCORCANCE1411THASTME 2 owc 4 F, A. 08-00498 M/0. . AL NTS 1" 02/23/09 lsHETIO OF 10 TECHNICAL. SERVICEs, LL_C EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813)249-9743 www aluminurncoilsinc com Tampa, FL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813)480-3421 FLORIDA BUILDING CODE 6T" EDITION (2017) PRI Construction Materials Technologies (QUA9110) Issued December 14, 2017 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. 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. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. ALC15001 A 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. CREEKALUMINUM COILS, INC SoffitsATECHNICALSERVICES, L ILC 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 in21,in.ft. for the 'full vent' configuration and 11.1 in21,in.ft. and for the `center vent' configuration. See Appendix D for dimension drawings. 0 7 q a4 f 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit2panels provided in 12- inchsections. The reported net free ventilation areas are 12.5 in /lin.ft. for the `full vent' configuration and 4.2 in2/lin.ft. for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001. 4 FL12194-R7 Paae 2 of 3 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 COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6'' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. rr rrrr R. " Gr p RY GENSI.F.f No 74021 3 STATE OF co Errr Itfil l CERTIFICATION OF INDEPENDENCE Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. 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. 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. sir 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 LrmITATiotas and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION 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 shall 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 FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location r b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Lo tion ALC15001.4 FL12194-R7 be designed by others in accordance with 1of11 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, LL7 d. 16" Q4 Soffit — 8-inch o.c. Fastener Location II Fastener Fastener Lotion ALUMINUM COILS, INC Soffits 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 Ca 16J-# Approved Systems for 16-inch Soffit Span with J-Channel and Fascia Ca 16JJ-# Approved Systems for 16-inch Soffit Span with J-Channel at Wail and Eave 22.5JJ-# 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-# I Approved Systems for 24-inch Soffit Span with J-Channel and Fascia Ca 24JJ-#I Approved Systems for 24-inch Soffit Span with J-Channel at Wall and Eave Appendix A Approved Systems for Maximum 10.5-inch Soffit Span with J-Channel at Wail and Eave Wall Connection Eave Connection System Panel MDP No. Width W Substrat J-Channel Substrate J-Channel e 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 indiamondpatternspaced24-inch o.c. securing diamond pattern spaced 24-inch o.c. securing 10.5JJ-1 Max. 16-inch Wood J-Channel to joists; One (1) 18 ga.1/4-inch crown x 1-inch leg staples Wood J-Channel to joists; 59.8 located in the horizontal leg of the J-Channel spaced One (1) 18 ga.1/4-inch crown x i-inch leg staples located in the horizontal leg of the J-Channel spaced 12-inch o.c. 12-inch o.c. ALC15001.4 FL12194-R7 2of11 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. ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MOP No. Width psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 1 3/4-inch long x 12F-1 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- 16-inch 24-inch o.c. staple spaced 16-inch o.c. inch head dia. trim nail spaced 36-inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min. 1 3/4-inch long x 12F-2 Max. Masonry 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- t4016-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 1217-3 16-inch Woad crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. One (1) 14 ga. 5/8-inch long T nail or One (1) min 3/4-inch 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 Maximuml2-inch Soffit Span with J-Channel and Fascia Cap Wail Connection Eave Connection System Panel MOP No. Width psf} Substrate J-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap 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. 16-inch 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 pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.a head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. ALC15001A 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 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. MiNMI, CREEK TECHNICAL SERVICES, ILLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 12-inch Soffit Span with J-Channel at Wall and Eave Wall Connection Eave Connection System Panel MDP No. Width W Substrate J-Channel Substrate J-Channel 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. securing diamond 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 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. I 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 psi Substrate J-Channel Substrate J-Channel 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 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.c. 12-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. r ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 164nch Soffit Span with F-Channel and Fascia Cap Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Substrate Panel Attachment Fascia Cap 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 16F-1 Max. Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced max. 0.072-mch diameter finishing nail with min. 3/16- t53.312-inch with 3/8-inch diameter head spaced 4-inch o.c. and securing each inch head spacedmax. 8-inch o.c. panel lap 12-inch o.c. Max. Three (3) 18 ga. 1/4-inch crown x 1- One (1} 18 ga1/4-inch crown x One ( 1) min. 1.75-inch x 0. 072-inch diameter 16F- 2 x 12 inch Wood inch leg staples in diamond pattern Wood inch leg staple spaced max. 4- inch acand securing each finishing nail with min. 3l16- t53.3 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. 16- inch Masonry 9 ga., min. 5!8-inch long Stub Nail with 3/ 8-inch diameter head spaced Wood crown staple spaced 16-inch x 0. 072 inch dia. x min. 3/16- inch head dia. trim nail t.25. 6 8-inch o.c. O.C. spaced 36- inch o.c. Max,, One ( 1) 8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-4 16-inch Wood 1. 25-inch embedment spaced 24- Woad crown staple spaced 16-inch x 0.072 inch dia. x min. 3/16- inch head dia, trim nail 25.6 inch o. c. O.C. spaced 36- inch o.c. Max. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-5 16-inch Wood crown staples in diamond pattern Wood One (1) min 314-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 spaced 24- inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48- inch o.c. 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 16F-6 Max Masonry 9 ga., min. 5/8-inch long Stub Nail Wood 1-inch leg staple spaced 4-inch 0.072- inch diameter finishing nail with min. 3/16- t43.3 16-inchwith3/8-inch diameter head spaced o.c. and securing each panel 8-inch o.c. lap inch head spaced 16-inch o.c. Max. Three ( 3) 18 ga. 1/4-inch crown x 1- One (1} 18 ga1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-7 16- inch Wood inch leg staples in diamond pattern Wood 1-inch leg staple spaced 4-inch o.c. and sec each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. fang inch head spaced 16-inch o. c. ALC15001.4 FL12194- R7 5of11 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 J-Channel and Fascia Gap Wall Connection Eave Connection System Panel MDP No. Width psf Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. Approved Systems 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.1/4-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. I I 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. l JCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for Maximum 22.54nch Soffit Span with J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Panel Attachment Substrate J-Channel 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 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; 421 16-inch One (1) 18 ga.1/4-inch crown x 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 1-inch leg staples located in the horizontal leg of the J-Channel diameter finishing nail with min. horizontal leg of the J-Channel spaced 12-inch o.c. 3/16-inch head spaced spaced 12-inch o.c. 4-inch o.c. Approved Systems for Maximum 24-inch Soffit Span with F-Channel and Fascia Cap Wail Connection Center Connection Eave Connection System Panel MDP No. Width psf} Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 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 t-inch 0.072-inch diameter 8424F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 90 diamond pattern nch x 7d ring incho.c. One ( 1) min. 1.75-inch i 3/ 16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC 15001.4 FL12194-R7 7of11 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 4 TECHNICAL. SERVICES, t_i_C ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24inch Soffit Span with F-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap 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 One (1) 18 ga1/4- 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 finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3116- 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. 1l4- 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 Woad 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 80 24F- 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 8of11 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. ar _ 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 MDP Na. Width psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1 x2 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 8024F-5 16 inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 60roofingnailspaced1) 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 One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. ga., min. 5/8-inch anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 8024F-6 16-inch Masonry long Stub Nail with rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 603/8-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 9of11 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. A CREEK TECHNICAL SERVICES, L.L.0 ALUMINUM COILS, INC Soffits Appendix A Approved Systems for Maximum 24-inch Soffit Span with J-Channel and Fascia Cap Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso 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.1l4-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 min. 2.25- staples in diamond batten or two (2) Wood lleg staple spaced finishing nail with min. 60 inch x 7d ringin pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.a ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. 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 (3y 18 nail straight -nailed female lock or One (1) 18 ga. %- anchored to ga.1l4-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. s53.3 inch x 7d ringmin. pattern spaced 16- 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. ALC15001.4 FL12194-R7 10 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 J-Channel at Wall and Eave Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf} Substrate J-Channel Panel Attachment Substrate J-Channel Attachment Attachment Three (3) 18 ga.1/4-inch crown x One (1) la 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 crownpatternspaced24-inch o.c. of each female lock or spaced 16- x 1-inch leg staples in diamond 24JJ 1 Max. securing J-Channel to joists; inch o.c. securing each panel lap Woad pattern spaced 8-inch o.c. r43.516-inch One (1) 18 ga.1l4-inch crown x 1-inch leg staples located in the One (1) min. 1.75-inch x 0.072-inch securing J-Channel to fascia horizontal leg of the J-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) la ga.1/4-inch crown x Three (3) 18 ga.1l4-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. securingsecuring J-Channel to joists; inch o.c. securing each panel lap securing J-Channel to fascia; 53.324JJ-2 16-inch Wood l) 1$ ga.1/4-inch crown x Woad One (1} 1$ ga.1l4-inch crown x 44.4 1-inch leg staples located in theleacedthe One (1) min. 1.75-inch x 0.072-inch 1-inch leg staple securing the horizontal leg the -Channelin diameter finishing nail with min. nailer of each female lock or spaced 12-inch 3/16-inch head spaced spaced 16-inch o.c. securing 4-inch o.c. each panel lap ALC15001A FL12194-R7 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 INSTALLATION Note - Refer to the APPRovEo SysrEars section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail st plr-s 24" a r rnax tN'EH RtFT"SY ljf€YE£7fit" Pa€I r; c s staples 1. t o rn;ix ` 0 i s S i r yp 10.5JJ-1 & 14.5JJ-1 E l 48ga 1. 14' x 4„ f D;arnor'T Patten f I{ k L'£4MA ALC15001.4 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. CREEK I TECHNICAL SERVICES, LLI No. i Installation Detail 12F-1 & 12F-2 ALC15001.4 MIN. 31S" HEAD DsA, NA'L, MIN. 1.25 EMBENDMENT SPACED 24" C.C. FOR WOOD SUBSTRATES. MN. 14GA T-NAL OR MIX 9GA, STUB NAIL W7.H 318" HEAD DiA.. Md N. 5?S" EMBEDMENT SPACED S" O.C. POR MASONRY SUBSTRATES. ASCIA SLIP BOAR,. SOF Fi T MAX, '2-'.NCH SPAN CHIANNEDL FASCIA LIP 1/4" FASCIA TRIM STAPLE SOFFIT TO FAS0A BOARE) #150 3/8" X 3/8" STAPi_E 16" O.C. PAINTED S.S. 1 3/4" TRIM NAIL IvtIN. 5 NAILS PER 12 PIECE SOFFIT & FASCIA DETAIL. FL12194-R7 ALUMINUM COILS, INC soffits Appendix B Page 2 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 SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4* X 1/4" ' DETAILCROWNSTAPLESI USING A DIAMOND -3/W SETWEN I STAPLES PATTERN FACIA BOARD // FASCIA CAP 12F-3 3/4- X 1/4- CROWN 1-3/4' TRIM NAIL FACIA BOARD IRS. NAIL 8' r'F' STAPLE ON CENTER D1-3/4" TRIM NAIL PAINTEDJS.S. CHANNEL CAN BE PAINTED S.S 48" -FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFIT -!Illy, SOFFIT FWOODSUBSTRATE SOFFIT & FASCIA DETAIL ALC 15001.4 FL12194-R7 Page 3 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 No. ( Installation Detail 12 F-4 14GA T•NA'L OR MIN. 9GA. NAIL WITH 3/8" HEAJ DiA.. l?IIN. 5/8" DMENT SPACED 8" G.C. FOR MASONRY CRATES. 1S0A SLIP BOAR FASCIA TRIM 1 -3/4• TRIM NAIL FACIA BOARD PAINTED S.S. SOFFIT FASCIA CAP 3/4` X 1/4" CROWN STAPLE 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 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. kk w Application Instructions for FORMERLY HERITAGE" 30 HERITAGEO 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. 1. ROOF DECK These shingles are for application to roof decks consisting of plywood or sheathing boards capable of receiving and retaining fasteners, and to inclines of not less than 2 in, per foot. For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to special instructions titled Low Slope Application". For roofs having pitches greater than 21 in. per foot, refer to special instructions titled "Mansard Roof or Steep Slope Roof'. Shingles must be applied properly. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW F DE Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOQD: 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 B,QARDS: 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. 8. VENTILATION Inadequate ventilation of attic spaces can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, the ventilation system must include inlets and outlets. This may be accomplished with a combination of ridge and soffit vents or by using gable end vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented. This may be reduced to one square foot of ventilation area per 300 square feet if at least 40% and not more than 50% of venting is provided not more than 3 feet below the ridge or if a Class I or II vapor barrier is installed on the warm in winter side of the ceiling in climate zones 6, 7, and 8 as recommended by the 2012 International Residential Code. For more information consult your design professional. If the ventilation openings are screened, the total area should be doubled. IT IS ARTIC LARLY IMP RTANT T PROVIDE ADEQUATE VENTILATION. H. FASTENERS WIND CAUTION: Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight. These conditions may impede the sealing of the adhesive strips on the shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/or blowing dust. In these situations, hand sealing of the shingles is required. To insure quicker sealing, apply 4 quarter -sized dabs of TAM-PROOQ 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® SIBS 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 6-1( ' ' I ' I EXPOSURES-5(8" I 1" - 12-1/2"12-318" — 12-1/2`--1 Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09n9n4 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 tamka.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 1 CONTINUED from page 1) FORMERLY HERITAGEO 30 TEA MKQ HERITAGE® BUILDING PRODUCTSLAMINATED 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 8'1/8„ EXPOSURE S-5 8" h-i-rz't.j-7-rz"'''f'' -ass".+).-7-rz"-+'I.--rz"-) I.—r, 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.) NALL,$. 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 Driven 101— min diameter undardriven overdriven crooked Asphalt Shingles Decking 114- nominal straight, good penetration, Inadequate too deep, cuts Inadequate and flush With shingle surface penetration Into shingle anchorage STAP[J : 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 be of construction reroofing thus allowing a minimum deck penetration of Properly Driven Improperly Driven ttttsttttttttr• tr ® JM_- 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. gAM11Q1 : ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONE COMMON BOND AS SHOWN IN THE FASTENING PATTERN DIAGRAMS. 4. UND611LAYMENT I,ZNDERLAYMEN1 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 54turated F It Underl ments: SuperX 30TIl Underlayment TAMKO No. 15 Asphalt Saturated Organic Felt Any TAMKO non -perforated asphalt saturated organic felt A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type I or II or ASTM D4869 Spggi I U rlrl ym nts• Tam -Shields' Synthetic Underlayment or Synthetic Shield Underlayment TAMKO TW Metal and Tile Underlayment, TW Underlayment and Moisture Guard Plus(B (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 Sat r3ted Felt Urlr ryments 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 Spepi eriyments 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 i CONTINUED from page 2) FORMERLY HERITAGES 30 TAMKO HERITAGEe BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem, TAMKO's Moisture Guard Plus"', TW Metal and Tile Underlayment or TW Underlayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more information. Substitute products as shingle underlayment should not be used S. APPLICATION INSTRUCTIONS STARTER 9OUB5 , A starter course may consist of TAMKO Shingle Starter, TAMKO 10-inch Starter or self-sealing 3-tab shingles. If self- sealing 3-tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course with approved fasteners along a line parallel to and 1.5 in. to 3 in. above the eaves edge. The starter course should overhang both the eaves and rake edges 1/4 in. to 3/8 in. if drip edge flashing is not used along the eaves or rakes. If drip edge flashing is present, install shingles even with the drip edge. For maximum r ahi raei-i w se rakes. install anyTAMKOatenerehagetrnotherna4e (a CementidIn or 6TundenaymentandeachCement, in A O or T M-P OTAMIPRoofSBSnt,orTaning MKOTTawas d TAM -PROS unoena a I DarkPlaetioRoofCement, or TAMKO Tam94al pgne&va. / ym n / Save dashing Or asprtelt eakaated IaU Dripedge Rake ntFastrsenelocated n a" from rake edge Stan Brat snip win i fs sting. Stoner amps ov@rnang S@ I-1mg Eave Faaenem Dip edge r@moved. then Wow with lull. eavae and rakes adhesive uW wripe in order to onset wan the t W to 34r it no onp edge poenioneo i -irz to a' first, Pmgl@ mute@. naMirg Ile present it dnp along eaves from save saga eoge sawing is pr@sent, or rake edge install sni" even with drip edge SHINQLE P ^ Start the first course with a full size shingle and overhang the rake edge 1/4 in. if drip edge is not present. If drip edge is present, align shingle edge with drip edge flashing. Cut 10- 3/8 in. from a full shingle to form a shingle 29 in. long. Use this to start the second course (see diagram below). Cut a 23 in. long shingle to start the third course. Use the remaining 16-3/8 in. piece 10- 34" IYFIOet 1 O.M. courses 1a-hue" sth cows. 4th coupe eta course zits course let course o s g O \ t' L'S?LS of shingle to start the fourth course and use the remaining 10-3/8 in. piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in, exposure (see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge, flip any pieces that are 8 in. or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE- Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in. from one another. 1Lcut your Brat ooures shingle to make 2W and a 10 3/8^ langm. cut a second Mingle to make a 23' and lengn. 19 10 ii " 1 28° ? is aBJ 17 a Begin application wait a full length shingle. L. Than leY your 29', 234. 18 3r0' and 10 3r0^ lengths. As you can sae. cores Mingles with two lets make We courses. 3Cononue working your way across the roof. Wren you make your analcutatmaroofaedge, Op any pecm mat are it or anger beck onto de root. These pieces can be worked in anywhere without creating zippere or dolor vadalWns. NOTE: Do not align Jolins of shingle courses when waking In out plwM. Joints should be no doss Henn a' tram lens anoll— S. LOW SLOPE APPLICATION On pitches 2 in. per foot to 4 in. per foot cover the deck with two layers of underlayment. Begin by applying the underlayment in a 1/ 2-sheet width along the eaves and overhanging the drip edge by 1/4 to 3/4 in. Place a full -sheet width over the 1/2-sheet width starter piece, completely overlapping it. All succeeding courses will be positioned to overlap the preceding course by 1/2-sheet width. If winter temperatures average 25eF or less, thoroughly cement the laps of the entire underlayment to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building. As an alternative, TAMKO's Moisture Guard Plus', TW Metal and Tile Underlayment, or TW Underlayment self -adhering underlayment may be used in lieu of the cemented felts. 9. mANSARD ROOF OR STEEP SLOPE ROOF If the slope exceeds 21 in, per foot (601, 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. Pontinued) 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 R 4 CONTINUED from page 3) FORMERLY HERITAGEO 30 I A hmnu I H6RITAGEO BUILDING P60D0CT5 16AMINAT6D ASPBAI.7' SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS 0. BE-R0m9NO 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 PlusO , 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: ftrtff tr: Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge (with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and 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. If this is not the case, cut and apply the starter strip so that it will provide sufficient overhang for proper drainage. ExIO g sr gW t3 t/4" 1., r41 DAp odgo N— ahirgki. z 55/ 8" "-35/8'exposwe exposure 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. n 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). 9. VALLEY APPLICATION Over the shingle underlayment, center a minimum 36 in. wide sheet of Moisture Guard PlusO, TW Metal & Tile Underlayment, or a minimum 50 lb. roll roofing in the valley. Nail the underlayment only where necessary to hold it in place and then only nail the outside edges. IMPORTANT: PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note: For proper flow of water 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" wide sheet Valley centerline of Moisture Guard Plus, TW Metal & Extra nail in Tile or 50 lb. or end of shingle heavier roll roofing Extend end shingle 12"- 18" beyond valley centerline Underlayment No fasteners within 6" of centerline Place tip of shingle on the edge of the vertical shingle, 2 Inches back from valley centerline and covering the vertical shingle. FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800- 641-4691, Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko. eolm 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 LTXAMKOU IIERITAGE6 B9160ING PIIODUC9I s LAMINATED ASPHALT SHINGLES Dallas, TX a Frederick, MD a Joplin, MO a Phillipsburg, KS 10. SIP AND RIDGE FASTENING DETAII6 Apply the shingles with a 5-1/8 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side, 5-5/8 in. back from the exposed end and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1/4 in. longer than the one used for shingles IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind start 5-1/8" exposure ere— 1 Fastener 5-5/8" heret 5-1/8" exposure THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. IF YOU HAVE ANY QUESTIONS REGARDING THESE APPLICATION INSTRUCTIONS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. Information included in these application instructions was current at time of printing. To obtain a copy of the most current version of these application instructions, visit us online at tamko.com or tail us at 800-641-4691. TAMKOS, Moisture Guard PlusS, Tam-Shieldb, TAM -PROS and Heritages? are registered trademarks and SuperX 30 is a trademark of TAMKO Building Products, Inc. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr, Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 5 JP69909