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3750 Crawley Down Lp 18-636; NEW SFH
COUNTY OF SEMINOLE 1 IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 DATE: March 19, 2018 BUILDING APPLICATION #: 18-10000278 BUILDING PERMIT NUMBER: 18-10000278 UNIT ADDRESS: CRAWLEY DOWN LOOP 3750 17-20-31-5VC-000.0-0850 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUP: PARCEL: SUBDIVISION: TRACT: PLAT BOOK': PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME.; ADDRESS:: APPLICANT NAME: NVR INC. DBA RYAN HOMES ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811 LAND USE; SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION CITY-SANFORD SPECIAL NOTES: RESERVE WLSFRDOWN LOOP / KENSINGTON FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE. DIST SCFED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single.Family Housing .00 1.000 dwl unit .00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD . 00 Sin le Family Housingg 54.00 1.000 dwl unit 54.00 SCHOOfS CO -WIDE ORD Sinngle Family Housing 5,,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE- N/A . 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES. DUE UNDER THE SEMINOLE COUNTY ROAD, FIRES RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PE IT. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY. OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD,'FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE. THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE THIS INSTRUMENT PREPARED BY: t re ` LCD 0(1` Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 18-0636 Parcel ID Number: 17-20-31-5VC-0000-0850 II 1}! I}III 111i1 I}ICI II 1 III 11 1 GWiNT MALOY9 SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 9094 Pry 412 (1P5s) CLERK'S Y 2018030116 RECORDED 03 j21)r''';G18 10:11:12 AN RECORDING FEES $10.00 RECORDED BY .iackenro The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot # 85 of Kensington Reserve 3750 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (if applicable, a copy of the payment bond is attached): Name: NA Amount of Bond: 6. LENDER: Name: Phone Number: Address: 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: Dayna Whitson Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. tLJDayna Whitson Assistant Secretary Signatur Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Title/Office) Authonzed Officer/Director/Partner/Manager) a( y*xP1s3 C.9 State of Florida County of Orange The foregoing instrument was acknowledged before me this day of ry) CL_ by Dayna Whitson Who is personally known to me CY,OR z o cc 0 Nameofpersonmakingstatementqt.- who has produced identification type of identification produced: TRACY, LC-IC H MC:F2 LD iV Y COMMISSION #12 EXPIRES October9FIOfiClallo2rySe'ai Signature Q k^ Co R, REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: Q Iva Project Name: Kensington Reserve Project Address:3(Qt,[Q-, Building Permit #: 1 C Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Name f Owner/Ten Signature of er/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: i t CALLED INTO: Rev. 02/10/15) Robert Lattanzi - Ryan Homes Scott L Easterbrook - Palmer Electric Print Nam o len. Cc tra Signature of Gen. Contractor C B C 1257565 Print Name of El. Contractor ignature of El. Contractor EC0003096 Gen. Contractor License # El. Contractor License # Progress Energy Florida Power and Light on 1 aJ— Z JAN 31 2018 CITY OF SANFORD A BUILDING & FIRE PREVENTION N PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: 3750 Crawley Down Loop Historic District: Yes No 0 Parcel ID: 17-20-31-5VC-0000-0850 Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy Mcdonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.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: St' Edition (2014) Florida Building Code r Revised: June 30, 2015 1 Permit Application SD '3025, - 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 an zoning. k, 1 /29/2018 1 /29/2018 Sign to 0 /Agent Date Sign atu ontractor Agent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name L 1/29/2018 Signature of Notary -State of Florida Date OtPpy.P4/a, MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 N, o` EXPIRES: January 17.2021 FOF F`.Bonded Tnru Budget Notary Services Owner/Agent is X Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name 1 /29/2018 Signature of Notary -State of Florida Date ray Pie MEAGAN LYNNE FOWLER r * MY COMMISSION # GG M253 o EXPIRES: January 17,2021 9rFoF Fl6p Bonded Thru Budget Notary Services Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ® Electrical [x]' Mechanical []' Plumbing© Gas Roof Construction Type:y(3 Occupancy Use: 23 Flood Zone: K-r,CC Total Sq Ft of Bldg: 30 ?22 Min. Occupancy Load: tP # of Stories: Z New Construction: Electric - # of Amps ZeO Fire Sprinkler Permit: Yes No 0 # of Heads APPROVALS: ZONING: CB UTILITIES: ENGINEERING: m C 2-i3'4 FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. yc4.0`10 imp. Sumrvu,r land - $, C(-jZ Plumbing - # of Fixtures 2\ Fire Alarm Permit: Yes NoQ WASTE WATER: BUILDING: Sr Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: " Documented Construction Value: $ 92,996 Job Address: 3750 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0850 Residential X Commercial Type of Work: New[A Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy Mcdonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name _ NVR INC. dbaRyan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zoning. 1 /29/2018 1 /29/2018 Sign to o /Agent Date Signatu ontractor Agent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Signature of Notary -State of Florida oNApYPue,, MEAGAN LYNNE FOWLER my COMMISSION # GG 063253 oz EXPIRES: January 17.2021 yF'oF F Bonded Thru Budget Notary Services Print Contractor/Agent's Name 1 /29/2018 1 /29/2018 Date Signature of Notary -State of Florida Date o t4Y P!,e, MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17,2021 9r"OF Fe Bonded Thru Budget Notary Services Owner/Agent is x_ Personally Known to Me or Contractor/Agent is X_ Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: Z^./, V WASTEWATER: BUILDING: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # Iq- G,z—,r— BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Resi Address: 3'1'Sn e- i o,.j,.3 L-i' ELECTRICAL PERMIT : " v `4 t Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final 47, IZNI, e. i .0"T ' i Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL+PERMIT r s T.YL'Y ''i`'..`" wM+ "•srvd. `ii sew" trT' r r,a .xY.`,: r . Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final II I i REVISED: June 2014 Pi! City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Vicky Otero Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9820 Fax: 407.692.9821 Email: votero@nvrinc.com Property Address: 3750 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0850 Phone Number: 407.692.9820 Email: votero@nvrinc.com The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) s rer sari E _ W'' OFFICIAL-LUSE ONLY , Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-636 Reviewed by: Michael Cash, CFM Date: February 13, 2018 Application for Paved Driveway, Sidewalk or 2' Walkwa Includin Ri ht-of-Wa LORID y g g y Use & 187_, Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other c jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know wbattbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. Project Location/Address: 3750 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: Driveway El Walkway Other: 3. Schedule of Work: Start Date Completion Date 4. Brief Description of Work: Construction of New Single Family Home This application is sub i d by: Property Owner: 177 Signature: Address: 4307 a Rd #H-20 Orlando, FL 32811 Phone: (407) 692-9831 Fax: Print Name: Tracy McDonald 7 Emergency Repairs Email: trmcdona@nvrinc.com Date: 01/29/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said 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 ind u"And the above statement and by signing this application I agree to its terms. Signature: Date: 01/29/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: `^ 13 -1 Date: November 2015 RnVY 11— fYi.— ndf 1 /29/201 U PF SGnmp C COUuiv, Ft.ORID+ SCPA Parcel View: 17-20-31-5VC-0000-0850 Property Record Card Parcel: 17-20-31-5VC-0000-0850 Property Address: 3750 CRAWLEY DOWN LOOP SANFORD, FL 32773 Parcel 17-20-31-5VC-0000-0850 Owner BRISSON WEST PROJECT I LLC Property Address 3750 CRAWLEY DOWN LOOP SANFORD, FL 32773 Mailing 10100 INNOVATION DR STE 410 DAYTON, OH 45342 Subdivision Name KENSINGTON RESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Legal Description LOT 85 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes r------------------ Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings i 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 14,000 14,000 Land Value Ag Just/Market Value ** 14,000 14,000 Portability Adj Save Our Homes Ad]— $0 0 0 Amendment 1 Adj— 0 --- Assessed Value j 14,000 i $14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 14,000 ' 0 j 14,000 Schools i..$14,000 so SanfordSJ$14,000 WM( JWM(Saint Johns Water Management) 14,000 i County Bonds j $14,000 F 0 14,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales IFind CampwaW Salles I Land — Building Information — Method Frontage Depth Units Units Price Land Value LOT 1 14,000.00 $14,000 rernmEs Permit # Description Agency Amount CO Date Permit Date http://parceidetail.scpafl.org/ParcelDetaiIInfo.aspx?PID=1720315VC00000850 1/2 1/29/2018 SCPA Parcel View: 17-20-31-5VC-0000-0850 No Permits Extra Features Description Year Built Units Value New Cost No Extra Features http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=1720315VC00000850 2/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: ( Zq 4s I hereby name and appoint: Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and for work located at: Street Expiration Date for This Limited Power of Attorney License Holder Name: Robert Lattanzi State License Number: Signature of License F STATE OF FLORIDA COUNTY OF Orange May 20,2018 The foregoing instrument was acknowledged before me this Zn day of c 2001& , by Robert Lattanzi who is Dgtpersonally known to me or who has produced as identification and who did (did not) take an oath. Notary Seal) MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 o= EXPIRES; January 17, 2021 F Fj Bonded Thru Budget Notary Services Rev. 08.12) Signature MC- ArGPrfv U,4,NNkf-- FDwtZ-R Print or type name Notary Public - State of fto K P A Commission No. My Commission Expires: J PW i l r 85DESCRIPTION AS FURNISHED: Lot 85, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryon Homes/NVR Inc. LOT 86 LOT 76 LOT 77 a ; N 00.19'09" W T 40.00' 5.00, 38.47' LOT 85 38.d7` 0 8.2' O PAT10 5.00' a W W O o PROPOSED MODEL y • LOT 84 O p o SUMMERLAND-B p Q) s O 2 CAR GARAGE RIGHT O e ENTRY 5.00' 8.7' 0 r\ M o 21.3' 5.00' 16 WALK DRIVE 25.20 5.20' r'y 10' UTIL. ESMT. P•C. OF LOT 82i 4' WALK 182.92' N 00°19'09" W 40.00 CURB CRA XLEY IDO XX LOOP 50' PRIVATE RIW PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY oUiwuro o—re no. n rvrt vl nc PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS FRONT ' =-225 PROPOSED DRAINAGE FLOW GFO IMPERVIOUS COVERAGE = 2,112t SQUARE FEET OR 44.OY SIDE = 5' FOR 40' LOTS LOT GRADING TYPE " A " \y Q05 LOT CONTAINS 4,800t• SQUARE FEET SIDE = 7.5' FOR 60' LOTS CONTAINS 1,548E SQUARE FEET SIDE = 10' FOR 7.5' LOTSPROPOSEDFINISHFLOORPERPLANS = 30.7' Q(L LIVING AREA CONC/LANAI/PORCH CONTAINS 564E SQUARE FEET SIDE STREET = 25' CRUISEYYHEK R-SCOTT & ASSOC. INC. - LAiVD S'URVI.; IVR,-SY, LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436P = PLAT RILL = POINT ON LINE NOTES., F = FIELD TYP. = TYPICAL I.P. = IRON PIPE PR.C. = POINT OF REVERSE CURVATURE IR. .IRON ROD PAZ. POINT OF COMPOUND CURVATURE 1, THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF C.N. = CONCRETE MONUMENT RAD, = RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN GRAPIER 'uJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SET LR. _ 1/2' I.R.•/NLB 4596 Na. MON-RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SELL. THIS SURVEY MAR OR COPIES ARE NOT VALID. REC. - RECOVERED W.P. = WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTRER RESTRICTIONS RDA = POINT OF BEGINNING CALC. CALCULATED - OR . EASEMENTS. TNAT AFFECT THIS PROPERTY. P.O.C. = POINT OF COMMENCEMENT PRA :.PERMANENT REFERENCE MONUMENT 4.-NO UNDERGROUND IMPROVEMENTS HAVE BEEN. LOCATED UNLESS OTHERWISE SHOWN. FF. = FIN[SHED FLOOR ELEVATION N6D = NAIL EL LDIS B.SL = BUILDING SETBACK LINE 5, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/W RIGHT-OF-WAY B.M. = BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOC477ON OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT, EASEMENT B.B. - BASE BEARING 7. BEARINGS, _ ARC -BATED ASSUMED OAIUM AND ON THE UNE SHOWN AS BASE BEARING (B.B.) DRAIN, DRAINAGE B. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. = UTILITYCHAINLINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 4596. W0.FCMF(; =WOOD FENCE C/D • CONCRETE BLOCK SCALE 7 1' 2O'--1 DRAWN BY. MLT P.C. • POINT OF CURVATURE P.T. POINT OF TANGENCY CERTIFIED R- CATE ORDER No. R = RADIUS DESC, - DESCRIPTION-E) PLOT PLAN 1 1-17-2017 5064- 17 L ARC LENGTH D = DELTA C = CHORD C.B. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN ---- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' OM . GRUS MEYER, L.S. r 4714 ZONE "X" MAP N 12117CO09DF (09-28-07) W. SCOTT, R.LS 1 4801 SQ.FT. CALC.'S IST PLR LIVING I0w SQ FT. 2ND-.:FLR;LIVING I,308 SGl. FT. TOTAL LIVING 2,488 SO2. PT. ENTRY 61 5Q PT'. GARAGE 459 561 F7. TOTAL 3,008 Sa FT. PATIO 24 5a PT. um u nl r•r c- COPOFBlF AND CiAMM WIND LOADS BASIC VOO EXPOBI.VE FOR a 8E(XRO CLEM CA" I WRICK ZONE 1B2IR1WfD AOE POOTI6'-0' TIaN WOfWN1F 1 112 X 1'-0' 52' 84' 5 2450/-30J6 2 24 30M DR 36' 96' 4 30051-32.18 3 n 25-SH 38' 63' 5 28.45/-31.46 4 33 2) 25-SH 16' 63' 5 21J3/-34W 5 49 60M 6GD 14' 96' 5 2631/-3330 6 n 25-SW 38' 63' 4 1 28A5/-30.95 WIND DESIGN CRITERIA A, BASIC WIND SPEED MPH (3 SECOND GUST) WLT•150 / VASD•116 MPH B. INTERNAL PRESSURE COEFFICENT. J8 C. RISK CATECTORY•TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR CCMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE VUlt DESIGN WIND SPEED. FBCR 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMMIAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. Sm. L PRIOR To DRYnALL NSTALATION ON ALL FRAnMG MMEM 2'-O' FROM TFE FNN iiOOR WLL BE SPRAYED AND TREATED UV SORATE' A TER'IITE TREATED SPRAY 3 I/2' 1'-2' 2'-0' DEL TOPPLATE B e w W= FRNW wor- SECTION 14'-4' O PATIO L 25•SN 6080 5GD I an I I GREAT ROOM CIR/T * DINETTE 161-01xl9'-4' I W-4' d r- I I l'-2 1/2 4'-2' 2' 0I MiUALL W/WOOD CAP 0 3 C KITCHEN 9'-4' a 1 1 m UP ti DEL 1• 2-6 OPT STUD- 44 0 4X4 P09i . 4_51-1 B J A ISH LBJA _I m iR/T 8. PO67 4' 2'_6, 1 2'-0' 13'_2' e III'-Im• I m e STUDY W-V OL& FOYER M.T. q PWDR. e'-4' u'S' WMO 4'-6'PED. 5'-8' 4'-8' 3'-6' 1, 6 F3L STW L- e ARD y I I 4X4 2 ro I I Pu57 I I ENTRY eB' a cLG 2 CAR GARAGE 20'90'x22O'-2' F------ L J LINE GF ZFO FLOOR ABOVE I6'-0' X 1--0- OHGD m 2'-8' 16'-0' 21'-4' FIRST FLOOR PLAN SCALE: I/4 . I'-0' ELEVATION 'B' O HB A R C H I T E C T$ DesignGroup.. 1441 N. RONALD REAGAN BLVD. LONGWOOD.FL32T50 PH: 40747-078 FAX407-774 078 w.Aw bd.19g 9..P.— W AA M:OOD3325 of h C Qv d F F I magammamm stYBDIV- & LOT: KENSINGTON RESERVE LOT#85) MODEL- SUMMERLAND VERSION#01) PROJECT#: 2997.000 PAGE: FIRST FLOOR PLAN ARCH;; STATE OF FLORA DATE: 1 /17 /18 SCALE: 1/4"=1'-O" S*MET 3 OF 9 OOIPQB/f AID CLADOM WM LOAD6 BASIC NfD E7U'MM FM 3 6EOQD GUM CALL ZOIE OG Y711MD WUN FeaRAOEDE6x71A" I 5 I'll 5 28b5/-31r, TEMP 2 5 305I-%4 36' 61' 5 28b5/-31P&2 25 5 36' 61, 5 28b5/-31AB 3 5 3'SH 36. 61' 5 28b5/-3196 4 5 4ifl1P 48'- 16' 5 M43/-3340 5 5 3051- 36. 61, 4 28b5/-31A MRE65 33051-SH 36' 61, 4 28b5/-3114 1 15 3051- 36' 61' 4 28b5/-31A EGF£55-TEMP WIND DESIGN CRITERIA A BASIC WIND SPEED MPH (3 SECOND GU5T) VULT•150 / VASP-116 MPH B. INTERNAL PRESSURE COEFFICENT-- Ja G RI5K CATEGORY -TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENT5 4 CLADDING PRESSURE ARE BASED ON THE "Jt DESIGN WIND SPEED. PECK 6T14 ED. (201-1) ALLOWS THE5E PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES U5ED BY PRODUCT MANUFACTURERS. NOTE: L F ROR TO DRTUA-L WTA-LA71CN LN ALL FRNMUNG M 13ERS 2'-0' FROM THE FH%4 FLOOR UILL BE SPRATED AND TREATED UV 'BORATE' A TERMITE TREATED 6FRAr I IS' -a 3/4' 2NDDRCi 14T. STAIR DATA: 17 RISERS 07.57" 16 TREADS 010" +1" NOSING 10'-a 3/4' 7ND. PhAND RAIL \ FLR m 2xa LANDNG CFG. HT. _ DROP CEILING TO e2) 2X6 HEADERS A5 Im' lu 6HOWN ON SHEET b 42' HIGH f WALL W/ WALL CAP mE PWDR. ROOM 2.12 O.Y.P. ` \ 2.4RE-INFDFeCMG. EAr/ Al arwNGEle 3) 2XI2 SYP aTRRlGER&- SECURED W/ 12d 6'-9' OG. 3' pQCPL.ATE m abLd+aNG I-' E NAILED 2x6. 24. Or- MAX 1--------J I I 0'-O'FIN.FLW_ Y 71 2x4 P.T. PLATE SECURE W/ 10d CUT NAIL6 16' O.C. MAX STAIR SECTION: 9 '4 BRG. 1 3 e 20'-&' O 3051-SH EGRESS aB TDBL.. DTUD W.I.C• B-0' CLG. 3'_6• I'-5' 1'-4' v 2' 3'-4' 0ED FGTEMP c' H'SEAT R.L.C. OWNER'S SUITE I- 60') 34' \ b la'-b'X13'-m' SHO(MR PAN ti' OWNER'S BATH C R/T 0 81-0• Q.G. a DBL Q, n y y STUD 4 5N e 0 5'_4• 3'_8• Im' 2'-4' S B' BEDROOM 2 v m i o ID 20x100' O e 8'-0' Cwa V' b j FLa 3NjIO ImimmmMENmms BEDROOM 3O m r 2x8 DBL 57UD W/ 10d X 3' NAIL 11. O.C. 2 I 4'-6' OFT' ill. tl2_iPt=-- LAUNDRY a'_m• cLG I _0. V-m' B IR-ISH I -6 4-0 BF 2'-8' D fd7U5 57AGGEF£D 3'-5' 5 3? BEDROOM 4 O J, DBL. a'-m• CLG. 5TUD 101-10, 1'-5' 2'-10' LOFT BL 7 STUD 10'-2'xl9'-2' m -_ DBL. STUD 2X8 LINE OF16T ------ w FLOOR BELOW CIRR LAV TUB 1 0 1 1 2 1 M I I L LINE CF IST- FLOOR BELOW 2'-8' 4'-4' 4'-4' 5'-l' 10'-2' 21'-4' 30' _ m. SECOND FLOOR PLAN SCALE: 1/4 = I'-0' ELEVATION 'B' A R C H I T E C T S Design Grou I. . 1441 N. RONALD RFAGAN 9LVD. LONGWOOD, FL32TW PH 40T-T]460T3 SUHDIV. & TAT: KENSINGTON RESERVE LOT#85) MODEL• SUMMERLAND VERSION#01) PROJECT#: 2997.000 PACE: SECOND FLOOR PLAN DATE: 1 /17/18 SCALE: 1%4"=V-0" SHEET 4 or 9 RECORD COPY 16 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of'Business and Professional Regulation - Residential Performance M o, Project Name: Lot85Kensington ReserveSummerlandBGR Builder Name: RYAN HOMES SA NFORD Street: 3750 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: # 1 8 - 3 6 O ` F/'AR Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2658.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1296.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 289.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1398.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1398.00 ft2 6. Conditioned floor area above grade (ft2) 2488 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(224.5 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor: Dbl, U=0.56 111.75 ft2 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.54 64.75 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 38.5 SEER:15.00 c. U-Factor: Dbl, U=0.60 48.00 ft2 SHGC: SHGC=0.32 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.214 ft. Area Weighted Average SHGC: 0.305 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1381.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft2 b. Conservation features b. Floor over Garage R=13.0 291.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/ Floor Area: 0.090 Total Proposed Modified Loads: 68.74 PASS TotalBaselineLoads: 69.13 1 hereby certify that the plans and sp ifications covered by Review of the plans and ST,q t thiscalculationareincompliancew' the Florida Energy specifications covered by this Q&' f y e O Code. calculation indicates compliance with the Florida Energy Code. F• r r„-,; ;,";_;;'. '„ O PREPARED BY: '' ""T- Before construction is completed DATE: 01-05-18 Scott Pratt this building will be inspected for compliance with Section 553.908 k o I hereby certify that this building, as designed, is in compliance Florida Statutes. CAD withtheFloridaEnergyCode. WI: OWNER/ AGENT-, BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 6.00 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 0.050 Qn for whole house. 1/ 5/2018 10:36 AM i I EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 GnQnn pnnr,-7r117 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot85KensingtonReserveSum Bedrooms: 4 User Conditioned Area: 2488 Total Stories: 2 1 Worst Case: No RYAN HOMES Rotate Angle: 0 SANFORD Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Street Address Lot # 85 Block/Subdivision: KENSINGTON RESE PlatBook: Street: 3750 CRAWLEY DOW County: Seminole City, State, Zip: SANFORD , FL , 32773 CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blocki 2488 21645.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2488 21645.6 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main ____ __-_ 2 Slab -On -Grade Edge Insulatio Main 115 ft 0 291 ft2 1090 ft2 13 0 0 1 0 0.38 0.62 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1496.ft2 0 ft2 Medium 0.85 N 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1381 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1398 ft2 0.11 Wood 1/5/2018 10:36 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 EnDnn Dnnr, 'M 7 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V it nr t To Wall Type Space 1 S Exterior Frame - Wood Main 13 51 6 8 0 412.0 ft2 0 0.25 0.6 0 2 S Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft2 0 0 0.6 0 3 W Exterior Frame - Wood Main 13 29 6 8 0 236.0 ft2 0 0.25 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0 5 N Exterior Frame - Wood Main 13 51 6 8 0 412.0 ft2 0 0.25 0.6 0 6 N Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft2 0 0 0.6 0 7 E Exterior Frame - Wood Main 13 29 6 8 0 236.0 ft2 0 0.25 0.6 0 8 E Exterior Concrete Block - Int Insul Main 4.1 29 6 9 4 275.3 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 13 31 0 9 4 289.3 ft2 0 0.25 0.3 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 25 3 6 8 20 ft2 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Metal Low-E Double Yes 0.56 0.29 N 45.8 ft2 1 ft 0 in Oft 11 in Drapes/blinds Exterior 5 2 S 2 Metal Low-E Double Yes 0.54 0.32 N 16.2 ft2 1 ft 0 in 10 ft 7 in Drapes/blinds Exterior 5 3 W 3 Metal Low-E Double Yes 0.56 0.29 N 30.5 ft2 1 ft 0 in 2 ft 2 in Drapes/blinds Exterior 5 4 N 5 Metal Low-E Double Yes 0.56 0.29 N 15.3 ft2 1 ft 0 in Oft 11 in Drapes/blinds Exterior 5 5 N 6 Metal Low-E Double Yes 0.54 0.32 N 16.2 ft2 1 ft 0 in 10 ft 7 in Drapes/blinds Exterior 5 6 E 7 Metal Low-E Double Yes 0.56 0.29 N 5.0 ft2 1 ft 0 in 0 ft 11 in Drapes/blinds None 7 E 7 Metal Low-E Double Yes 0.56 0.29 N 15.3 ft2 1 ft 0 in 0 ft 11 in Drapes/blinds Exterior 5 8 E 8 Metal Low-E Double Yes 0.6 0.32 N 48.0 ft2 2 ft 0 in 1 ft 4 in None Exterior 5 9 E 8 Metal Low-E Double Yes 0.54 0.32 N 32.4 ft2 1 ft 0 in 10 ft 7 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 459 ft2 459 ft2 58 ft 8.7 ft 3 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000332 2164.6 118.83 223.48 2981 6 1/5/2018 10:36 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 Enonn onnr, 0n17 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.5 38 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply --- Return --- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 605.25 Attic 121.05 Proposed Qn Main cfm 124.4 cfm 0.05 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[ ] Heatin]Jan Jan [[ ]] Feb ( Mar C] Feb " Mar Apr APr May rj Jun rj Jul May Jun Jul Aurj Au SepXj Se Oct Oct Nov XNov Dec Dec Ventin [ ] Jan [[ ]) Feb X Mar X, A r [ Ma Jun Jul Aug Se X] Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 PM 80 78 78 80 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling ( WEH) AM 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 PM 68 66 66 68 68 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating ( WEH) AM 66 PM 68 66 66 68 68 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 1/ 5/2018 10:36 AM. EnergyGauge® USA - FlaRes2017 Section R405.4.1'Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE .LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 3750 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family a. Frame - Wood, Exterior Single-family R=13.0 1296.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1073.30 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 289.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1398.00 ft2 6. Conditioned floor area (ft2) 2488 b. N/A R= ft2 c. R= ft2 7. Windows- Description Area 11. Ducts R ft2 a. U-Factor: Dbl, U=0.56 111.75 ft2 a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.54 64.75 ft2 SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.60 48.00 ft2 a. Central Unit 38.5 SEER:15.00 SHGC: SHGC=0.32 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 38.0 HSPF:8.50 Area Weighted Average Overhang Depth: 1.214 ft. Area Weighted Average SHGC: 0.305 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ft2 a. Electric EF: 0.95 b. Floor over Garage R=13.0 291.00 ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compli n atures. 1BuilderSignature: Date: 6 Address of New Home: .eCity/FL Zips O- VKE sr grA OVIA CODW- E v Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage ( EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge. com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission' s support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/ 5/2018 110:36:AM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential .Pe'rfo'rmance,' Prescriptive and ERI Methods 1' ADDRESS: c 3750 CRAWLEY DOWN LOOP Permit Number: SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 1/5/2018 10:36 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY. REQUIREMENTS- (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with 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, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (1 YC) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 1/5/2018 10:36 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical ,pipe risers shall have heat traps installed on both. the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/w,att Any For S:l: 1 cfm: = 28.3. L/min. a. When tested in accordance with HVI Standard 916 1/5/2018 10:36 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity: Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool .and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 1/5/2018 10:36 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.1.0.5 Heat pump.pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements ofAPSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 1/5/2018 10:36 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION;CO:MPONENT CRITERIA Project Name: Lot85KensingtonReserveSummerlandBGR Builder Name: RYAN HOMES Street: 3750 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements 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. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs 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 cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. 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 extend behind o'o'na and wirina. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids prinkler cover plates and walls or ceilings. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/5/2018 10:36 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Manual S Compliance Report Job: Lot85Kensin gtonReserv,.. wriohtsofte Date: 06.03.15 Entire, House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: RYAN HOMES 3750 CRAWLEY DOWN LOOP, SANFORD, FL32773 i Cooling.Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 31108 Btuh Entering coil DB: 78.3°F Outdoor design WB: 76.2'F Latent gain: 5360 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 36467 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer' s Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Sensible capacity: 33986 Btuh 109% of load Latent capacity: 5814 Btuh 108% of load Total capacity: 39800 Btuh 109% of load SHR: 85% Heating , quipmen Design Conditions Outdoor design DB: 42.3°F Heat loss: 27819 Btuh Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 33809 Btuh 122% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 7.2 kW 88% of load Temp. rise: 70 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 69.0°F Capacity balance: 35 OF Economic balance: -99 OF 2017- Nov- 30 09:46:59 wrightsoft® Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 JCCA... IandBGR\Lot85KensingtonReserveSummerlandBGR.rup Calc -- MJ8 House faces: VJ wrightsoft® Component Constructions Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Job: Lot85KensingtonReserv... Date: 06.03.15 By: BENTLEY For: RYAN HOMES 3750 CRAWLEY DOWN LOOP, SANFORD, FL32773 D- • o • • Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range (T) 16 ( M) Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft' Btuh/ft? "F ft'-°FBtuh BNhM Btu Btuh/ft' Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 ft window ht, 0.92 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mil no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 10.58 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.3 ft window ht, 0.92 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 2 ft overhang (8 ft window ht, 1.33 ft sep.); 6.67 ft head ht n 397 0.091 13.0 2.52 1000 2.35 933 e 216 0.091 13.0 2.52 543 2.35 507 s 366 0.091 13.0 2.52 923 2.35 862 w 206 0.091 13.0 2.52 518 2.35 483 all 1184 0.091 13.0 2.52 2985 2.35 2785 n 345 0.201 0 5.57 1923 4.37 1510 e 195 0.201 0 5.57 1084 4.37 851 s 324 0,201 0 5.57 1806 4.37 1418 w 59 0.201 0 5.57 330 4.37 259 all 924 0.201 0 5.57 5142 4.37 4037 271 0.097 11.0 2.69 729 1.75 475 n 15 0.540 0 15.0 228 15.9 243 e 15 0.540 0 15.0 228 39.2 598 s 46 0.540 0 15.0 684 16.1 737 all 76 0.540 0 15.0 1141 20.7 1578 n 16 0.540 0 15.0 244 14.1 230 e 33 0.540 0 15.0 489 33.9 1107 s 16 0.540 0 15.0 244 15.7 256 all 65 0.540 0 15.0 978 24.4 1593 n 16 0.540 0 15.0 244 14.1 230 e 5 0.540 0 15.0 78 39.2 204 e 48 0.620 0 17.2 824 34.1 1637 2017-Nov-30 09:46:59 wrightsoft` Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 iCGi...IandBGR\Lot85KensingtonReserveSummerlandBGR.rup Calc = MJ8 House faces: W 2A-2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, w 31 0.540 0 15.0 456 39.2 1196 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5.08 ft window ht, 2.17 ft sep.); 6.67 ft head ht Doors 11JO: Door, mtl fbrgl type w 20 0.600 6.3 16.6 334 18.5 372 11 DO: Door, wd sc type n 18 0.390 0 10.8 193 12.0 215 Ceilings 166-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1400 0.026 38.0 0.72 1008 1.41 1978 gypsum board int fnsh Floors 20P-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr 241 0.068 13.0 1.88 454 0.98 235 20P-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-2 ext ins, r-13 cav 66 0.068 13.0 1.88 124 0.98 64 ins, gar ovr 22A-cpi: Bg floor, light dry soil, on grade depth, carpet fir fnsh 115 0.989 0 27.4 3150 0 0 2017-Nov-30 09:46:59 wrightsoft^ Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 acC%...IandBGR\Lot85KerisingtonReserveSummerlandBGR.rup Calc = MJ8 House faces: W wrightsofte Project Summary Entire House DEL AIR HEATING & AIR CONDITIONING Job: LoMKensingtonReserv... Date: 06.03.15 By: BENTLEY 531 .. ProiectY.lnformatlon r_. For: RYAN HOMES 3750 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: OPTION BATH 2@BED 4 RVSD 3-20-2017 NMB L.S. 11-30-17 SRP Desi n Iriformatlon'- - .. Weather: Orlando/Jetport, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28- IF Heating Summary Structure 22260 Btuh Ducts 5559 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 27819 Btuh Infiltration Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 21581 Btuh Ducts 9527 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 31108 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Fireplaces Average 0 Structure 3312 Btuh Ducts 2048 Btuh Central vent (0 cfm) 0 Btuh Area (ft2) Heating 2421 Cooling 2421 none) Equipment latent load 5360 Btuh Volume (W) Air changes/hour 21304 0.41 21304 0.21 Equipment Total Load (Sen+Lat) 36467 Btuh Equiv. AVF (cfm) 146 75 Req. total capacity at 0.81 SHR 3.2 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ140421 K Cond GSZ140421 K AHRI ref :8242633 Coil ASPT47D14A AHRI ref :8242633 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 31185 Btuh Heating output 38000 Btuh @ 47°F Latent cooling 7315 Btuh Temperature rise 27 IF Actual air flow 1283 cfm Total cooling Actual air flow 38500 1283 Btuh cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 35 IF Backup: Input = 7 kW, Output = 24539 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrl htSOft` 9 Right -Suite® Universal 2017 17.0.23 RSU23828 2017-Nov-30 09:age 1Page1 ACCA...IandBGR\Lot85KensingtonReserveSummerlandBGR.rup Calc = MJ8 House faces: W wrightsoft Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING s:1t r.nnisnn WAY. SANFORD. FL 32771 Phone: 407-831-2665 Job: Lot85KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name Entire House GREAT RM 2 Exposed wall 277.0 ft 53.0 ft 3 Room height 8.6 ft 9.3 It heat/cool 4 Room dimensions 1.0 x 576.8 ft 5 Room area 2480.8 ft2 576.8 ftz Ty Construction U-value Or HTM Area (ft2) Load Area (112) Load number Btuh/ft2-'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y! 12C Osw 0.091 n 2.52 2.35 412 397 1000 933 0 0 0 0 L- G 2A2om 0.540 n 14.96 15.94 15 0 228 243 0 0 0 0 13A-2ocs 0.201 n 5.57 4.37 378 345 1923 1510 303 271 1507 1183 2A-2om 0.540 n 14.96 14.08 16 0 244 230 16 0 244 230 11 2A-2om 0.540 n 14.96 14.08 16 0 244 230 16 0 244 230 12C-0sw 0.091 a 2.52 2.35 236 216 543 507 0 0 0 0 2A-29m. 0.540 e 14.96 39.23 5 0 78 204 0 0 0. 0 2A-2om 0.540 e 14.96 39.23 15 0 228 598 0 0 0 0 13A-2ocs 0.201 e 5.57 4.37 275 195 1084 851 154 33 121 0 675 489 530 11072A-20m 0.540 e 14.96 33.86 33 0 489 1107 2A-2omd 0.620 e 17.17 34.10 48 4 824 1637 0 0 0 0 t--G2A-2om 12C-Osw 0.091 s 2.52 2.35 412 366 923 862 0 0 0 0 00.540 s 14.96 16.11 46 81 684 737 0 0 0 V+/ 13A-2ocs 0.201 s 5.57 4.37 341 324 1806 1418 0 0 0 0 L.-G 2A-2om 0.540 s 14.96 15.65 16 0 244 256 0 0 0 0 12C-0sw 0.091 w 2.52 2.35 236 206 518 483 0 0 0 0 t-G2A2om 0.540 w 14.96 39.23 31 0 456 1196 0 0 0 0 13A-2ocs 0.201 w 5.57 4.37 79 59 330 259 37 17 96 75 tVt/ 11,10 0.600 w 16.62 18.51 20 20 334 372 20 20 334 372D P 12B-Osw 0.097 2.69 1.75 289 271 729 475 121 103 278 181 I-D 11DO 0.390 n 10.80 1203 18 18 193 215 18 18 193 215 C 16B-38ad 0.026 0.72 1.41 1400 1400 1008 1978 6 6 4 8 F 2OP-13c 0.068 1.88 0.98 241 241 454 235 0 0 0 0 F 20P-13c 0.068 1.88 0.98 66 66 124 64 0 0 0. 0 F 22A-cpl 0.989 27.40 0.00 1093 115 3150 0 577 53 1452 0 6 c) AED excursion 0 120 Envelope loss/gain 17841 16601 55171 4012 12 a) Infiltration 4419 1430 923 299 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 3 690 Appliances/other 2630 230 Subtotal (lines 6 to 13) 22260 21581 6440 5231 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 0 22260 0 21581 6440 5231 14 15 Subtotal Duct loads 1 25% 449/6 5559 9527 25% 44% 1608 2309 room load 27819 31108 8048 7540T,rtalrequired (cfm) 1283 1283 371 311 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri t>ttsoR` 9 2017-Nov-30 09:46:59 A g Ri ht-Suite® Universal 2017 17.0.23 RSU23828 Pagel IandBGR\Lot85KensingtonReservesummerlandBGR.rup Calc = MJ8 House faces: W wrightsoft° RighW@ Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 COD ISCO WAY, SANFOR D, FL 32771 Phone: 407-831-2665 Job: Lot85Ken sing ton ReserveSu... Date: 06. 03.15 By: BENTLEY 1 Room name NOOK/KITCHEN STUDY 2 Exposed wall 38.0 ft 11.5 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 13.0 x 25.0 ft 1.0 x 155.0 ft 5 Room area 325.0 ft2 155.0 ftz Ty Construction U-value Or HTM Area (ft Load Area (ft) Load number Btuh/ ftz °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C- 0sw 0.091 n 2.52 235 0 0 0" 0 0 0 0 0 l--G 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 13A-20cs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 2A- 2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 y! 12C- Osw 0.091 e 2.52 235 0 0 0 0 0 0 0 0 2A-2om 0.540 e_ 14.96 39.23 0 0 0 0 0 0 0 0 LI-( 2A- 2om 0.540 a 114.96 39.23 0 0 0 0 0 0 0 0 13A-20cs 0.201 a 5.57 4.37 121 73 408 321 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A-2omd 0.620 e 17.17 48 2 824 1637 0 0 0 0 V/ 12C- Osw 0.091 s 2.52 34.10 2.35 0 0 0 0 0 0 0 0 0 G 2A-2om 0.540 s 14.96 16.11 0 0 0 0 0 0 0 y/ 13A- 2ocs 0.201 s 5.57 4.37 233 233 1299 1020 107 91 507 398 G 2A- 2om 0.540 s 14.96 15.65 0 0 0 0 16 0 244 256 y/ 12C- 0sw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 LG 2A- 2om 0.540 w 14.96 39.23 0 0 0 0 0 0 r 0 0 W 13A- 2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 L-D 11,10 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 P 126- 0sw 0.097 2.69 1.75 0 0 0 0 168 168 451 294 1-D 11 DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 166- 38ad 0.026 0.72 1.41 0 0 0 0 0 0 0 0 F 20P- 13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P- 13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A- cpl 0.989 27.40 0.00 325 38 1041 0 155 12 315 0 6 c) AED excursion 83 13 Envelope loss/ gain 3573 2895 1517 961 12 a) Infiltration 661 214 200 65 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 12001 0 Subtotal (lines 6 to 13) 4234 4309 1718 1025 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 14 Redistribution Subtotal 0 4234 0 4309 1718 1025 15 Duct loads 25% 44% 1057 1902 25% 441% 429 453 Total room load 5292 6211 2147 1478 Air required ( cfm) 244, 44 256991 61 Calculations approved by ACCA to meet all requirements of Manual.J 8th Ed. F k- wri htsoft` g 2017-Nov- 30 09:46:59 g Ri hl-Suite® Universal 2017 17.0.23 RSU23828 Page 2 14C A... landBGR\Lot85KensingtonReserveSummerlandBGR.rup Calc = MJ8 House faces: W wrightsoft, Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY. SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot85KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name POWDER MASTER SUITE 2 Exposed wall 12.5 ft 30.0 ft 3 Room height 9.3 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 4.5 x 8.0 ft 16.5 x 13.5 ft 5 Room area 36.0 ft2 222.8 ftz Ty Construction U-value Or HTM Area (ft Load Area (ft9 Load number Btuh/ftz°F) Btu ft) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 12C-0sw 0.091 n 2.52 235 0 0 0 0 108 93 234 218 t-G 2A-2om 0.540 n 14.96 15.94 0 0 0 0 15 0 228 243 0.201 n 5.57 4.37 75 75 416 326 0 0 0 0 ti13A- 20cs 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.52 235 0 0 0 0 132 117 294 275 2A-2om 0.540 e 1,4.96 39.23 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 39.23 0 0 0 0 15 0 228 598 v 13A-2ocs 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 I --G 2A-20m 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 I--G 2A-2omd 0.620 e 17.17 34.10 0 0 0 0 0 0 0 0 12C-9sw 0.091 s 2.52 2.35 0 6 0 0 0 0 0 0 2A-20m 0.540 s 14.96 16.11 0 0 0 0 0 0 0 0 yJ 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 y/ 12C-0sw 0.091 w 2.52 2:35 0 0 0 0 0 0 0 0 I--G 2A-2om ' 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 V+/ 13A-2ocs 0.201 w 5.57 4.37 42 42 234 184 0 0 0 0 11,10 0.600 w 16.62 18.51 0 0 0 0 0 0 0 00 P 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 L-0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 7 7 5 10 223 223 160 315 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cp1 0.989 27.40 0.00 36 13 342 0 0 0 0 0 6 c) AED excursion 18 81 Envelope loss/gain 997 501 1145 1568 12 a) Infiltration 218 70 448 145 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Qa 230 0 0 1 230 Appliances/other 0 600 Subtotal (lines 6 to 13) 1214 572 1592 2542 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1214 572 1592 2542 15 Duct loads 25% 44% 303 252 25% 449/6 3981 1122 Total room load 1518 824 1990 3665 Air required (cfm) 1 1 70 34 92 151 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri I7t5oft' 2017-Nov-30 09:46:59 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 31 ACZA...IandBGR\Lot85KensingtonReserveSummerlandBGR.rup Calc = MJ8 House faces: W wrightsoftro Right-J®,Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot85Kensing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC MASTER BATH 2 Exposed wall 5.0 ft 10.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 5.0 x 5.5 ft 1.0 x 102.8 ft 5 Room area 27.5 ft2 102.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vlam; 12C-Osw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 j 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 F- 2A-20m 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 L- 2 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 12C- Osw 0.091 a 2.52 2.35 40 40 101 94 36 31 78 72 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 5 0 78 204 GG' 2A-2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A- 20cs 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 I- C 2A-2omd 0.620 e 17.17 34.10 0 0 0 0 0 0 0 0 y 12C-0sw 0.091 s 2.52 2.35 0 0 0 0 48 48 121 113 L-. G 2A-2om 0.540 s 14.96 16.11 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 t- I.2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 12C- Osw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 t- G 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 I- D 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 28 28 20 39 103 103 74 145 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 5 2 Envelope loss/gain 121 128 350 533 12 a) Infiltration 75 24 157 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1 0 1 0 Subtotal ( lines 6 to 13) 195 152 507 583 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 195 152 507 583 15 Duct loads 25% 44% 49 67 25%1 449/6 127 257 Total room load 244 219 634 841 Air required (cfm) 11 9 29 35 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri ht:soft' 2017- Nov-30 09:age 4 9Right -Suite® Universal 2017 17.0.23 RSU23828 Page 4 ' p`... landBGR\Lot85KensingtonReserveSummerlandBGR.rup Calc = MJS House faces: W t +- wrightsoft Right-M Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot85Kensin gtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER W.C. BED 2 2 Exposed wall 9.0 ft 10.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 3.5 x 5.5 ft 13.0 x 10.5 ft 5 Room area 19.3 ftz 136.5 ftz Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number Btuh/ft2 °F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y! 12C-Osw 0.091 n 2.52 235 0 0 0 0 0 0 0 0 L-- G 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 13A- 20cs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 A- 2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 12C- 0sw0.091 a 2.52 2.35. 28 28 71 66 0 0 0 0 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 a 5.57 4.37 0 0 0 0 0 0 0 0 2A- 20m 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A- 2omd 0.620 e 17.17 34.10 0 0 0 0 0 0 0 0 Vtl 12C-0sw 0.091 s 2.52 2.35 44 44 111 104 84 69 173 162 G 2A-2om 0.540 s 14.96 16.11 0 0 0 0 15 13 228 246 y/ 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 G 2A-20m 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 y/ 120-0sw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 t- G 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 Vj/ 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 DP 1213-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 L- D 11DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 166-38ad 0.026 0.72 1.41 19 19 14 27 137 137 98 193 F 201P-13c 0:068 1.88 0.98 0 0 0 0 0 0 0 0 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 7 17 Envelope loss/gain 195 189 500 584 12 a) Infiltration 134 43 157 51 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 330 233 656 634 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 330 233 656 634 15 Duct loads 25 % 44 % 82 103 25 % 44 % 164 280 Total room load 412 335 820 914 Air required (cfm) 19114138 38 Calculations approved by ACCA to meet all requirements of .Manual J 8th Ed. WrightSoft- Ri ht-Suite® Universal 2017 17.0.23 RSU23828 2017- Nov-30,09:ge 5 A05gPageIandBGR\ Lot85KensingtonReserveSummerlandBGR.rup Calc = MJ8 House faces: W wrightsoft, Right-MWorksheet Job: Date: L. 03.15nsingtonReserveSu... Entire House ENTLBy: BENTLEY DEL AIR HEATING & AIR CONDITIONING I 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 1 Room name BED 3 BED 4 2 Exposed wall 10.5 ft 11.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 13.0 x 10.6 It 10.5 x 11.5 ft 5 Room area 137.6 ft2 120.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuhfftz-°F) Btu ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vt/ 12C-0sw_ 0:091 n 2.52 2.35 0 0 0 0 0 0 0 0 L- G 2A-26m" 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 13A-20cs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.52 2.35 0 0 0" 0 0 0 0 0 2A-2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 LLL----j 2A-2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 V613A-2ocs 0.201 e 5'57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A-2omd 0.620 e 17.17 34.10 0 0 0 0 0 0 0 0 v 12C-Osw 0.091 s 2.52 2.35 84 69 173 162 92 77 193 181 t G 2A-2om: 0.540 s 14.96 16.11 15 13 228 246. 15 13 228 246 y/ 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 t-G 2A-2om 0.540 w 14.96 39.23 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11,10 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 P 1213-0sw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 I-D 11 DO . 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 166-38ad 0.026 0.72 1.41 137 137 98 193 121 121 87 171 F 2OP-13c 0.068 1.88 0.98 0 0 0 0 79 79 148 77 F 2OP-13c 0.068 1.88 0.98 0 0 0 0 0 0 0" 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 17 19 Envelope loss/gain 500 584 657 655 12 a) Infiltration 157 51 172 56 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 1 0 Subtotal (lines 6 to 13) 656 634 828 710 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 656 634 828 710 15 Duct loads 25 % 44 % 164 280 25 % 44 % 207 313 Total room load I 8201 914 1035 1023 Air required (cfm) 381 38 48 42 Calculations approved by ACCA to meet aill requirements of Manual J 8th Ed. 4C A 2017-Nov-30 09: Pk-wrightsoft- Right -Suite® Universal 2017 17.0.23 RSU23828 Pageage 66 IandBGR\Lot85KensingtonReserveSummerlandBGR.rup Calc = MJ8 House faces: W 1- wrightsoft, Right-J® Worksheet: Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job:. Lot85KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC 2 BATH 2 3 Exposed wall Room height 7.0 ft 8.0 ft heat/cool 0 ft 8.0 ft heat/cool 4 5 Room dimensions Room area 5.5 x 7.0 ft 38.5 ft2 5.5 x 10.5 ft 57.8 ft2 Ty Construction number U-value Btuh/ftz°F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 V+/ L--G ILE12C-0sw 12C-Osw 2A-2om 13A-2ocs 2A-20m 2A-2om 2A=2om 2A-2om 13A-2ocs 2A-20m 2A-2omd 12C-Osw 2A-20m 13A-2ocs 2A-2om 12C-0sw 2A-2om 11J0 1213-0sw 11 DO 1613-38ad 20P-13c 0.091 0.540 0.201 0.540 0.540 0.091 0.540 0.540 0.201 0.540 0.620 0.091 0.540 0.201 0.540 0.091 0.540 0.201 0.600 0.097 0.390 0.026 0.068 n n n n n e e e e e e s s s s w w w w n 2.52 14.96 5.57 14.96 14.96 2.52 14.96 14.96 5.57 14.96 17.17 2.52 14.96 5.57 14.96 2.52 14.96 5.57 16.62 2:69 10.80 0.72 1.88 2.35 15.94 4.37 14.08 14.08 2.35 39.23 39.23 4.37 33.86 34.10 235 16.11 4.37 15.65 2.35 39.23 4.37 18.51 1.75 12.03 1.41 0.98 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 39 0 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 39 0 141 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 0 132 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 82 0 yL-! G yJ G y/ G V/ LD 13A-2ocs P L-D C F F F 20P-13c 22A-cpl 0.068 0.989 1.88 27.40 0.98 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 c) AED excursion 71 3 Envelope loss/gain 169 179 42 79 12 a) Infiltration b) Room ventilation 104 0 34 0 0 0 0 0 13 Internal gains: Occupants Qa 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 273 213 42 79 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 25% 44% 0 0 0 273 68 0 0 O 213 94 25% 44% 0 0 0 42 10 0 0 0 79 35 Total room load Air required (cfm) 342116 307 13 1 52 2 114 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri Flttsoft' 2017-Nov-30 09:46:59 GA 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 74C ...landBGR\Lot65KensingtonReserveSummerlandBGR.rup Calc = MJ8 House faces: W wrightsoft°° Right-M Worksheet Entire House DELAIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot85KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name LAUNDRY LOFT 2 Exposed wall 0 ft 50.0 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 Room dimensions 7.5 x 9.5 ft 1.0 x 387.8 ft 5 Room area 71.3 ft2 387.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 12C=0sw 0.091 n 252 2.35 0 0 0 0 248 248 625 583 G 2A-2om 0.540 n 14.96 15.94 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 2A-20m 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 11 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 1 12C-Osw 0.091 a 2.52 235 0 0 0 0 0 0 0 0 G 2A-2om 0.540 e 14.96 39.23 0 0 0 0 0 0 0 0 l-G 2A-2om 0.540 a 14.96 39.23 0 0 0 0 0 0 0 0 13A-2ocs 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A-2omd 0.620 e 17.17 34.10 0 0 0 0 0 0 0 0 v 12C-0sw 0.091 s 2.52 235 0 0 0 0 0 0 0 0 L G 2A72om' 0.540 s 14.96 16.11 0 0 0 0 0 0 0 0 13A-20cs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.540 s 14.96 15.65 0 0 0 0 0 0 0 0 VI/ " 12C-0sw 0.091 w 2.52 2.35 0 0 0 0 152 137 345 322 I- 6 2A-2om 0.540 w 14.96 39.23 0 0 0 0 15 0 228 598 j 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 T-D 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 P 12B-Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 L-D 11DO 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 71 71 51 101 388 388 279 548 F 20P-13c 0.068 1.88 0.98 0 0 0 0 163 163 306 159 F 20P-13c 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 22 174 Envelope loss/gain 51 79 1783 2383 12 a) Infiltration 0 0 746 241 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 600 1 1 0 Subtotal (lines 6 to 13) 51 679 2529 2625 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 51 679 2529 2625 15 Duct loads 25 % 44 % 13 300 25% 44%1 632 1159 Total room load 64 979 3161 3784 Air required (cfm) 3 40 146 156 Calculations approved by ACCA to meet all requirements of Manual ;J 8th Ed. wrightsoft' Ri ht-Suite® Universal 2017 17.0.23 RSU23828 2017-Nov-30 09:46:59 4C A g Page 8 landBGR\Lot85KensingtonRese veSummerlandBGR.rup Calc = MJ8 House faces: W I- wrightsoft- Right-M Worksheet Entire House DEL AIR HEATING & AIR i CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot85Ken sin gtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name BATH 2 2 Exposed wall 18.0 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 1.0 x 65.8 ft 5 Room area 65.8 ft2 Ty Construction U-value Or HTM Area (W) Load Area Load number Btuh/ft? °F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 12C-Osw 0.091 n 2.52 1 2.35 0 0 0 0 L- G 2A-2om 0.540 n 14.96 15.94 0 0 0 0 13A- 20cs 0.201 n 5.57 4.37 0 0 0 0 L2 2A-2om 0.540 n 14.96 14.08 0 0 0 0 11 2A-2om 0:540 n 14.96 14.08 0 0 0 0 Vt/ 12C-Osw 0.091 a 2.52 2.35 0 0 0 0 I G 2A-2dm 2A- 2om 0: 540 0. 540 e e 14. 96 14. 96 39. 23 39. 23 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 e 5.57 4.37 0 0 0 0 2A- 2om 0.540 e 14.96 33.86 0 0 0 0 2A- 2omd 0.620 e 17.17 34.10 0 0 0 0 v/ 12C-Osw 0:091 s 2.52 2.35 60 60 151 141 L- G 2A-2om 0:540 s 14.96 16.11 0 0 0 0 Vl/ 13A-2ocs 0.201 s 5.57 4.37 0 0 0 0 G 2A-2om 0.540 s 14.96 15.65 0 0 0 0 12C- 0sw 0.091 w 2.52 2.35 84 69 173 162 2A- 2om 0.540 w 14.96 39.23 15 0 228 598 13A- 2ocs 0.201 w 5.57 4.37 0 0 0 0 11, 10 12B- Osw 0. 600 0. 097 w 16.62 2. 69 18. 51 1. 75 0 0 0 0 0 0 0 0 PD 11 DO 0.390 n 10.80 12.03 0 0 0 0 C 1613-38ad 0.026 0.72 1.41 66 66 47 93 F 20P-13c 0.068 1.88 0.98 0 0 0 0 F 20P-13c 0.068 1.88 0.98 66 66 124 64 F 22A-cpl 0.989 27.40 0.00 0 0 0 0 6 c) AED excursion 214 Envelope loss/gain 724 1272 12 a) Infiltration 269 87 b) Room ventilation 0 0 13 Internal gains: Occupants Qa 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 992 1359 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 992 1359 15 Duct loads 25% 44% 248 600 Total room load 1240 1959 Air required (cfm) 57 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F k- wrightsc ft- Right -Suite® Universal 2017 17.0.23 RSU23828 2017- Nov-30 09:46:59 A Pagel9 landBGR\ Lot85KensingtonReserveSummerlandBGR.rup Calc = MJ8 House faces: W i wrightsofte Duct System Summary Entire House DEL AIR HEATING & AIR', CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot85KensingtonReserv... Date: 06.03.15 By: BENTLEY a -- g- Fe sect inrormatlon s VA, , * ry q x6.- S, For: RYAN HOMES Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.275 in/ 100ft 0.275 in/100ft Actual air flow 1283 cfm 1283 cfm Total effective length (TEL) 124 ft by Y:ri Fk SupplyBranc'hCDetailTable.." Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH c 114 2 5 0.461 4.0 Ox0 VIFx 3.8 70.0 BATH 2 c 1959 57 81 0.352 5.0 Ox 0 VIFx 26.6 70.0 BED 2 h 820 38 38 0.328 6.0 Ox 0 VIFx 18.8 85.0 st2 BED 3 h 820 38 38 0.414 6.0 Ox 0 VIFx 12.1 70.0 BED 4 h 1035 48 42 0.380 6.0 Ox 0 VIFx 19.5 70.0 GREAT RM h 4024 186 155 0.285 8.0 Ox 0 VIFx 29.4 90.0 st1 GREAT RM-A h 4024 186 155 0.296 8.0 Ox0 VIFx 24.7 90.0 st1 LAUNDRY c 979 3 40 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT c 3784 146 156 0.406 8.0 Ox 0 VIFx 13.8 70.0 MASTER BATH c 841 29 35 0.312 5.0 Ox 0 VIFx 23.9 85.0 st2 MASTER SUITE c 3665 92 151 0.319 8.0 Ox 0 VIFx 21.6 85.0 st2 MASTER W.C. h 412 19 14 0.296 4.0 Ox 0 VIFx 29.7 85.0 st2 MASTER WIC h 244 11 9 0.309 4.0 Ox 0 VIFx 25.0 85.0 st2 MASTER WIC 2 h 342 16 13 0.306 4.0 Ox 0 VIFx 26.1 85.0 st2 NOOKIKITCHEN c 6211 244 256 0.275 9.0 Ox0 VIFx 33.8 90.0 SO POWDER h 1518 70 34 0.288 5.0 Ox0 VIFx 28.0 90.0 SO STUDY h 2147 99 61 0.279 6.0 Ox 0 VIFx 32.0 90.0 SO Qi Spply{TrunkDetail Tab'le g d$=` a Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk sti Peak AVF 784 662 0.275 562 16.0 0 x 0 VinlFlx st2 Peak AVF 205 259 0.296 475 10.0 0 x 0 VinlFlx 2017-Nov-30 09:47:00 wrightSOft' Right -Suite® Universal 2017 17.0.23 RSU23828 Page. 1 AC0, ...IaridBGR\Lot85KensingtonReserveSummerlandBGR.rup Calc = MA 'House faces: W n n=B u bReturranchDetailTable - Name Grille Size (in)' Htg cfm) Clg cfm); TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist . Opening (in) Duct Matl Trunk rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx 2017-Nov-30 09:47:00 wrightsoW Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 ACCA...landBGR\Lot85KensingtonReserveSummerlandBGR.rup Calc = MJ8 House faces: W - v FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST, Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge@ - USRCSB v5.1 11 /30/2017 10:19:43 AM Page 1 of 1 3C Nh SP m P 3 3 3c3 n o PI P3nm 0 3n Sm N P O C3 Q h Sm P i S P3Q m i U N Sm P cFm m3 mz OX n 0am a Qc n 3' PN P3 i o 3 P 0 3 P Cm 3' bath duct to roof cap n x a wP1 w/fanE5A " " C3 Nutone 96RNB l r-M 7 Z o ; a ----- 1rl m X I 76- e. J IIn) I 18'x12' I W g Um j Y-4' CL4 Q m Nna r ANTRY 9 f y g o ccis J p I }i rug a g--tjru A g I I II I O I N I W NCI-1ff J,9 ff'd-lS 3/d 2bX2{7 El 11 3' bath duct Q to roof cap 4' dryer duct w / f a n F-1 Xen to roof r/dryer ent box Nut ne 696RNB r - 1044earsee ICNN [I I C S C) a+ O exCo i+ m n a i x t n a m P k- i.; oN N c C "1 O N o o m al O P i smn330h pP n i n a4 n Q. I p 4 M1 gxp ter 1 3m4m 30t- 4 vase Free T ti 8 3' bat duct to roof cap w/fan Nutone 696RNB BUILDER: RYAN HOMES REVISIONS Pol Air PLAN S U M M E R L A N D DATE BY Heatirng, Air Co4tioninq & I?efrigorAion, Inc LOT 85 11/30/17 SRP 5 1 CodiscoWau SUBDIVISION KENSINGTON RESERVE Sanford F1, 32771 DATE: 06,03,15 Fhone; 407-831-2665 DRAWN BY: BENTLEY FaK: 0-333-3853 85DESCRIPTION'AS FURNISHED: Lot 85, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. LOT 86 LOT 76 I' LOT 77 4' WALK N 00019'09" W 40.00 - , RECORD COPY RECORD COPY N5 Ok to construct single family home with setbacks and impervious area shown on plan. 14y.0 °% imp " Sumnte,r 1 an d - B, C'R 182.92' CRA XLEY -DO TYN LOOP 50' PRIVATE R/W PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY DUILUNV& JCI[7HGtt J: AZ:, I-UKIWJF$U PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS FRONT = 25 REAR = 20' PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 2,112f SQUARE FEET OR 44.0% SIDE = 5' FOR 40' LOTS LOT GRADING TYPE " A "' 0"e4p'/"6 LOT CONTAINS 4,800t SQUARE FEET SIDE = 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS = 30.7' LIVING AREA CONTAINS 1,548t SQUARE FEET SIDE = 10' FOR 75' LOTS CONC/LANAI/PORCH CONTAINS 564t SQUARE FEET SIDE STREET = 25' CR.USEYYM TYEIR—ASCOTT do ASSOC., INC, — LAND SURVEYORS LEGEND - LEGEND - P PAL POINT 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F PLATFIELD TYP, ON LINE TYPICAL NOTES: IR1R, IRON PIPE IRUN ROD PR.C. P.C.C. POINT OF REVERSE CURVATURE POINT DF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIOA BOARD OF C.N. CONCRETE MONUMENT RAD, RADIAL PROFESSIONAL. SURVEYORS AND MAPPERS IN CHAPTER 51-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO,SECTION 472.027, FLORIDA STATUES SET I.P. l/Z' 1R. •/NEB A596 NR, NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERED W.P. WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.O.B. POINT OF BEGINNING CALL. CALCULATED OR EASEMENTS THAT AFFECT 7HIS PROPERTY P.O.C. POINT DF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS 0774ERWISE SHOWN. N 50 CENTERLINE NAIL L DISK D.SA.. FINISHED FLOOR ELEVATION BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENERT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. a/V RIGHT-OF-WAY D.M. D BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOVED NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT, EASEMENT B.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED A47UM AND ON THE UNE SHOWN AS BASE BEARING (8.9.) DRAIN. DRAINAGE B. ELEVATIONS, IF SHOWN, ARE BASED (IN X4170HAL GEODETIC VER17CAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. CL,FC, UTILITYCHAINLINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 4596. WDFC. WOOD FENCE C/D CONCRETE BLOCK SCALE r— 1" a 20'-- DRAWN BY., MLT P.C. P.T, DESC. POINT OF CURVATURE POINT OF TANGENCY DESCRIPTION CERTIFIED BY: DATE _ ORDER NO R RADNS PLOT PLAN 11-17-2017 5054--17 L DARC LENGTH DELTA C CHORD C. B. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN-1-L'-- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM* tn RUS MEYER, L.S. 1 4714 SCOTT. R.LS ' 4801 ZONE " X" MAP I12T17C0090F (09-28-07) 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 o PH: 772-409-1010 FX: 772-409-1015 0 www.AlTruss.com co TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:85 / MODEL:SUMMERLAND / ELEV:B / GAR R JOB#: 70362 MASTER#: WRCSUB5 OPTIONS: BATH #2 Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: Model: SUMMERLAND "B" Address: Subdivision: City: County: VARIES State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes -89 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0221687 A01A 1/17/18 13 A0221699 CAB 1117/18 25 A0221711 FL05G 1/17/18 2 A0221688 A02A 1/17/18 14 A0221700 CJ2A 1/17/18 26 A0221712 FL06GE 1/17/18 3 A0221689 A03A 1/17/18 15 A0221701 CJ3A 1/17/18 27 A0221713 FL07 1/17/18 4 A0221690 A04A 1/17/18 16 A0221702 CJ5A 1117/18 28 A0221714 FL08 1/17/18 5 A0221691 A05A 1/17/18 17 A0221703 D03 1/17/18 29 A0221715 FL09G 1/17/18 6 A0221692 A06A 1/17/18 18 A0221704 FG2 1/17/18 30 A0221716 FL10 1/17/18 7 A0221693 A07A 1/17/18 19 A0221705 FG4 1/17118 31 A0221717 FL11GE 1117/18 8 A0221694 B01A 1/17/18 20 A0221706 FG5 1/17/18 32 A0221718 HJ2A 1/17/18 9 A0221695 B02A 1/17/18 21 A0221707 FL01 1/17/18 33 A0221719 HJ313 1/17/18 10 IA0221696 I B03A 1117118 22 A0221708 FL02 1/17/18 34 A0221720 HRA 1/17/18 11 A0221697 I B04A 1/17/18 23 A0221709 FL03 1/17/18 A0221721 J2A 1/17/18 12 A0221698 CJ1A 1/17/18 24 A0221710 FL04 1/17/18 r36 A0221722 J313 1117118 Ine muss Ufawng(s) relerenl:CU I1d VU UeC11 FJIet/dlCU Uy IV111611 IIIUU,uica, nn.. Ull— Illy Ull—'Up ....— vo 11 Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. `{4`Ai60lt. NOTE.The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part of the projects deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of profess ionaAnthony T. T engineering responsibility for the design of the single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. NO 4 0 Al.A; by An' Date 201907.':17123330-05'00' III. P.E. '):''IAL 38 BCA221000000004C1287QF Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES. A FLORIDA CORPORATION RE: Job WRCSUB5 No. Seal # Truss Name Date 37 A0221723 J7A 1/17/18 38 A0221724 J8A 1/17/18 39 A0221725 J813 1/17/18 40 A0221726 18C 1/17/18 41 A0221727 M9 1/17/18 42 A0221728 M9E 1/17/18 43 A0221729 MG7A 1/17/18 44 A0221730 VM3 1/17/18 45 A0221731 VM5 1/17/18 46 STDL01 STD. DETAIL 1/17/18 47 STDL02 STD. DETAIL 1/17/18 48 STDL03 STD. DETAIL 1/17/18 49 STDL04 STD. DETAIL 1117/18 50 STDL05 STD. DETAIL 1/17/18 51 STDL06 STD. DETAIL 1/17/18 52 STDL07 STD. DETAIL 1/17/18 53 STDL08 STD. DETAIL 1/17/18 54 STDL09 STD. DETAIL 1/17/18 55 STDL10 STD. DETAIL 1/17/18 56 STDL11 STD. DETAIL 1/17/18 57 STDL12 STD. DETAIL 1/17/18 58 STDL13 STD. DETAIL 1/17/18 59 STDL14 STD. DETAIL 1/17/18 60 STDL15 STD. DETAIL 1/17/18 61 STDL16 STD. DETAIL 1/17/18 Page 2 of 2 Job Truss Truss Type aty Ply RYAN HOMES / SUMMERLAND A0221687 WRCSUB5 A01A Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 4x10 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2U11 MI I ek Industries, Inc. Wed Jan 17 12:03:56 2u18 iu 21 22 23 n 24 25 26 ° 6x6 = 700 MT20HS= Dead Load Defl. = 5/16 in Ii7 l 6x6 = 4x10 = 30-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.34 9 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.67 9 536 240 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.16 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.41 9 885 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-2-13 oc bracing. WEBS 1 Row at midpt 4-10, 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2556/0-3-8 (min. 0-2-2) 6 = 2556/0-3-8 (min. 0-2-2) Max Horz 2 = 59(LC 27) Max Uplift 2 = 912(LC 4) 6 = 912(LC 5) Max Grav 2 = 2556(LC 1) 6 = 2556(LC 1) FORCES. (lb) Max. Comp./Max- Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6053/2168, 3-15=-5609/2054, 15-16=-5611/2055,16-17=-5612/2056, 4-17=-5616/2056,4-18=-5616/2056, 18-19=-5612/2056,19-20=-5611/2055, 5-20=-5609/2055, 5-6=-6053/2168 BOT CHORD 2-10=-1914/5529, 10-21=-2770/7817, 21-22=-2770/7817, 22-23=-2770/7817, 9-23=-2770/7817, 9-24=-2770/7817, 24-25=-2770/7817, 25-26=-2770/7817, 8-26=-277017817, 6-8=-1922/5529 WEBS --- - 3-10=-375/1619, 4-10=-2449/888, 4-9=0/655, 4-8=-2449/888, 5-8=-375/1619 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 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 will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 912 Ib uplift at joint 2 and 912 Ib uplift at joint 6. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 224 Ib down and 252 Ib up at 7-0-0, 123 Ib down and 139 Ib up at 9-0-12, 123 Ib down and 139 Ib up at 11-0-12 123 Ib down and 139 Ib up at 13-0-12, 123 Ib down and 139 Ib up at 15-0-0, 123 Ib down and 139 Ib up at 16-11-4, 123 Ib down and 139 Ib up at 18-11-4, and 123 Ib down and 139 Ib up at 20-11-4, and 224 Ib down and 252 Ib up at 23-0-0 on top chord, and 442 Ib down and 166 Ib up at 7-0-0, 88 Ib down at 9-0-12, 88 Ib down at 11-0-12, 88 Ib down at 13-0-12, 88 Ib down at 15-0-0, 88 Ib down at 16-11-4, 88 Ib down at 18-11-4, and 88 Ib down at 20-11-4, and 442 Ib down - and 166 Ib up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 168 Ib FT = 0% Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-60, 3-5=-60, 5-7=-60, 2-6=-20 Concentrated Loads (Ib) Vert: 3=-1 77(F) 5=-1 77(F) 1 0=-442(F) 9=-71 (F) 8=-442(F) 4=-1 23(F) 15=-1 23(F) 16=-123(F) 17=-123(F) 18=-123(F) 19=-123(F)20=-123(F) 21 =-71 (F) 22=-71 (F) 23=-71 (F) 24=-71 (F) 25=-71 (F) 26=-71(F) ilmiq- flvu Yvu}YP ndn Gx'l l (G'; ?teSS6 k;f; nE1E1Fi I!L45 6:J%GIGlS iJS':GY i'tYliY)i([F;iEAY:Xf fue. ir.At kaQ p 'Yn, of reG ws ulet Ina hsg! Unxy;IM"? W n!ldfpC I. f¢k Ii:; rr.le!Ym' iim laze n?. tlel!'s Mnaiu ndel a Oe IGG,uh iN1li,amnb Pln!!s nK In Y! 7CYlf di !,ltrx,Ibse Pyic sP,; ms by a snlx lO; Igreuasmn:lpaY aasryn I,m,'+w milan ix 3!l syadrs4jelm !„Ik0n6,I6A q m Tnt. r: u,iss ...nn,.Ya ! c.nmFat Anthony T. Tornbo III, P.E. w rid m. L.ss W,s l.iYn! n, >ra:Iman G &G.m la«,„l y,anY lnu o .;m, n.Yramrdlx inb.d ltiq dediP i. TWw adY TRW ni64i 040—,na.q Mdri lYpnllaRwwhnqud kM ,sre nili a -80083 M ksliq Mspar trr.. m.mn sr lai ht rlx, pxnK sa w+d san,rlt"44 Isdd. ats uur r Oil V.. SO—dr rf l. d,rwv.lnlrer,sn,erylasiMlaindG!Xesd lk trap 0lsmlr,'r,s Ae;pnynn of ins: w,al:mn. cress '. 4451 St. Lucie Blvd. lnnns. dr ax,:Ynrsp q.ax m,gaNl..d,>+.ICI,.,onaEyl.nalrallun3o„_.I:, snes bpane nw'uq. Yl ePew m:,nr,s a lama. Fort Pierce, FL 34946 ryyright'aJ2Uld 41 fan1L sses-4ctMoayftamho.II, P.E. Readmi. al this donuric is eey form, isPrnhihued xithom+he ninon Permissioe hom4-1 Imf Intm,- k1tiny L lamb. ltl; P.I. Job Truss Truss Type City Ply HOMES / SUMMERLAND A0221688 WRCSUB5 A02A Hip 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed -Jan 17 12:03:57 2018 Page 1 ID:?sOQvl IzBGko2h Fp RYibzzzOpep-oNDEQgOYxMErXCGwRYaP70AW8957oB Pn W IxAGyzuTU 0 r1-0-q 9-0-0 15-0-0 21-0-0 30-0-0 31-0-Q r1-0-0 9-M 6-0-0 6-0-0 9-0-0 1-0-0 4x6 = 3x8 = 4x6 = Dead Load Oefl. = 1/4 in I 9 m 4x4 — 3x4 = 5x6 = 3x4 = 4x4 = 9-0-0 15-0-0 21-0-0 30-0-0 9-0-0 6-" 6-0-0 9-0-0 Plate Offsets (X,Y)— [9:0-3-0,0-3-01 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 0.90 Vert(LL) 0.19 10-13 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1 1.25 BC 0.65 Vert(CT) 0.44 10-13 810 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix MS Wind(LL) 0.30 8-16 999 240 Weight: 130 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-7-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 6 = 126010-3-8 (min. 0-1-8) Max Horz 2 = 74(LC 12) Max Uplift 2 = 357(LC 8) 6 = 357(LC 9) Max Grav 2 = 1260(LC 1) 6 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2354/1545, 3-4=-2102/1546, 4-5=-2102/1546, 5-6=-2354/1545 BOT CHORD 2-10=-1220/2085, 9-10=-140912396, 8-9=-1409/2396, 6-8=-1225/2085 WEBS 3-10=-125/489, 4-10=-512/219, 4-8=-512/219, 5-8=-125/489 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Eric[-, GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces R MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2 and 357 lb uplift at joint 6. LOAD CASE(S) Standard anr-rlees: ml.grq ad.. ae'r l m;l nns3!ttt:r^:, sErttt IEWS a;'Noinees:n*ea1'wrr; ureca[arwrr n,e trrdr a,.p p,.,.m,,.d rnl , a t o-„, hs;pharigIE; was esnwr 1 Icrte. !.r.Iskmr sW, rd.e w. rxl<:, drsr.,e,Md m ae Ira...lr 14iez dv pm Id ie la ar'OCakrdl is.lm,Denm Eq.e . ,Srcnhs rrpk" M ed nal'rU'a 4. d «.mn dlM pa vexl<gdxiy a;pa:aikabtrl eyedae Sara Irb.l se a:lC6 Ir geer lfll Ixa.ge mex:`. ksrcr + wM`..r Anthony T. Tombo III, P.E. W.ud n: 54 wr k.an ae gatlxli.d4U.rc.at 6.xi efMun gMnb Wage a.,:ae hd dat a'6e 1N I4kd.ddq cd mRll Re gp..dda EOlmigfaN da I. zs. sdniyk lsy. Ivry 's gl:eew h gsie ktlx ,dliryd ' 8008? ae kAlor ter eu lee4cM l.ede s.Mal>:16Cwae psfkes gpd,lnecdik WlCq(mrmnl Sash Nmae.p NY pY..inkl.'wSNA nidmed at par tdz-Ilrl eefien aragr.ulrlda,wcae,d a:h ,,.:xae, ms.e q.:e rmwlas, YnAdau. Mrn 4451 S[. Lucie Blvd. an: s. afmdklEdn[I steed peawau l! dl yclbs i I'A InI , Wp Equ is Fl ae kitiq D'IitH m1L'ei, Ode. E"WE d m Wi1q. Al aode,l—me n M'wx Tll, Fort Pierce, FL 34946 opYright'D2016 A -I Y..1 tossx- kbo.y 1. lamb.1101. &rt.dudi. al this dw—.1,i.nyW., is plohbitxd wAml eh. mitten pemissi..h.AI Imf tns--Wbmy 1. Tom ill. P.I. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0221689 WRCSUBS A03A Hip 2 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com yll 0 4-1-15 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:03:58 2018 F I D:?sOQvllzBGko2hFpRYibzzzOpep-GZndeAOAhg Mi8Mr6?G5efbij5ZQ3XhwwkyhjoP 19-0-0 23-1-15 30-0-0 31-0-Q 8-n-o 4-1-15 6-10-1 4x6 - " Dead Load Defl. = 3/8 in 4x6 4x4 = 3x4 = 4x6 = 3x4 = 4x4 = 11-0-0 19-0-0 — 30-u-u 11-0-0 8-0-0 11-0-0 Plate Offsets (X Y)— )4.0-3-0 0-2-8] (5 0-3-0 0-2-81 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 0.82 Vert(LL) -0.64 11-14 >563 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.97 11-14 >372 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.43 11-14 >837 240 Weight: 123 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 7 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 89(LC 12) Max Uplift 2 = 340(LC 12) 7 = 340(LC 13) Max Grav 2 = 1260(LC 1) 7 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2434/1730, 3-4=-2127/1464, 4-5=-1936/1413, 5-6=-2127/1464, 6-7=-2434/1730 BOT CHORD 2-11=-1438/2211, 10-11=-1034/1936, 9-1 0=-1 034/1936, 7-9=-1444/2211 WEBS 3-11=-487/493, 4-11=-185/506, 5-9=-185/506, 6-9=-487/493 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 7. LOAD CASE(S) Standard 9miry fleet mmgllr rek.» Ae'A 119d5 71B',t3 "Y :f? 6n71E 1i%%Is COSDIIIAS [US'0M nMr) ALK 6iIV11:kr Me. %,*.sip pa—w red — a %, I, fats 1.. P .lderaf f'ua W, re. Colas cow»ise ^' d a 1h IM alp ikL=k dest lle 1!x!t cet t<ral Is a1-0'.1.1. -e. sf-lry repro lam my TO"P Ms rrpwae am pwlsvmire misip d m sugkr Ip,ld aoatbe Ir d 1111r.a yee ap .lau q.n(fint, sAlilCAr '. Anthony T. Tombo III, P.E. adrsedn W. h1hi"111W ynsialfi ddr dwer r. edkmd gMa Ca 1411M fi,nm ded Antq WK alle WA m:*,* lRII ih gprnldn rDlWsr fi•11 rnrrrst; mwin kd* Wp -MI49w miF 're sr h le yasngMa ?80083 m rr: liq Nupa '[wkWw lbM sAMnmigCMnpeCatralp.eelmsdtiekddsp(apwlSdhikimtiw NSprrlf.ktkIH WSIG ee daeael fa rssd ryN:e lrFl eefaesdr respsiMlntMklesam7 rs.P..msk.ge;yrerc ae7rtss Psetr,'Ina; Mess 4451 St. Lucie Blvd. maw t. a apr;ae.amatn»a.m.> ip nMtd lr „h phpaai,r.rms uy nipa..liw,.pdaEg aArr.wllag n:vnaed;w:;aertaard:ml Fort Pierce, FL 34946 uprightD 2016' 4.1 bet Trusses- Aethay 1. lambe III: FE. Repmdurliao althk dowmamrin any form,:$prnhilited withoutthe wdntnptrmissiatromA IRat pusses- Aethouy T. Rambo ill: H. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0221690 WRCSUB5 A04A Hip 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 20W Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:03:59 2018 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-klL?rW PpS_UZmW Q IZzctCp FsLzilG_R4zcQH KrzuTU_ r1-0-Q 7-10-4 13-0-0 17-0-0 22-1-12 30-0-0 1-0-0 1-0- 7-10-4 5-1-12 4-M 5-1-12 7-10-4 1-0- 3x6 = 1.5x4 11 3x6 = Dead Load Defl. = 1/4 in a0 12 11 10 3x4 = 1.5x4 11 5x8 = 1.50 11 3x4 r 7-10 9-11-0 20-1-0 22-1-12 30-0-0 7-10 4 2-0-12 10-2-0 2-02121I 7-10-4 Plate Offsets (X,Y)— [4:0-3-0,0-2-4], [6:0-3-0,0-2-4], [11:0-4-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.19 11 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.41 11-12 881 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.26 11 999 240 Weight: 135 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 104(LC 13) Max Uplift 2 = 359(LC 12) 8 = 359(LC 13) Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2471/1703, 3-4=-1720/1283, 4-5=-1529/1248, 5-6=-1529/1248, 6-7=-1720/1283, 7-8=-2471/1703 BOT CHORD 2-12=-1397/2211, 11-12=-1397/2211, 10-11=-1404/2211, 8-10=-1404/2211 WEBS 3-12=0/329, 7-10=0/329, 7-11=-781/656, 5-11=-434/735, 3-11=-781/656 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 2 and 359 lb uplift at joint 8. LOAD CASE(S) Standard Mmiy-flat! tlam11E rher l ell N;i rp!S3; si;i'y efilF! IlkS 6:iIkCIi1lS (8SE 4 Ctut:Y; .lrlBatECWEYr Ma. lerdf lety.la.cdn; W : W wRt w dis IRss hip dvey,RP.`;.i Me ldfwl I. fvk P, rE-leic.ae Skkldae m. &kss dleroe.^.fM a ke I3B,.h wrx aw s dlce as .ceak dd A:.1.::oaaE t r dyErpa u xa I igie;w;.a: d kpp wla5oamgsespm6 kq YI g.dk air /g7Ja x1CP 11 ae Ifll xa airy Im a Anthony T. Tombo III, P.E. WM dhiT W..l t." hIk i ialiRdme U—"fl. Orx. d dgaea lM Wit, - ,h ader drn MCA, W41%W lWoab WTH L N w-1 014 rdg.l., fWi dtl Trn, M,kw.; i pull nwwk Wki, p. 'klard t80083 M:« kl®1lNi pn p([nAt M. Aped sC.dklklgC sN Mr pawn Np Iarsd Heklig6mpuel khir idxsdia;N51)Id6;a11 r. WSCJ attdeeaei fa Head pileae 1fllWwtlesspasklmn al dtiesd MLr.,Cesltn, Tmrs ellens. afimlk..atNod hr iq Npl ra,&- 1n 1m.. W. E,iaa a f ilk 6sil Cai Lru Sraah dm, bll iq: pleN;ax. ae mldiW a'fll Fort Pierce, Lucie Blvd. ipa. rya 1 W pa.a pa ry FOR Pief[Z, FL 34946 Qpyrig11 2QlfAIiaal Leisas Anloay1.lumSoiit P,E Replaiani al tdisdommeat, inaoy form, is plo4ilozi wrhoul thn niticn prrmistian treaSIiaotGuss k1hooyp. Jambi, ill: P.E. Job Trusss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0221691 WRCSUB5 A0 Common 5 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:00 2018 Page 1 ID:?sOQvilzBGko2hFpRYibzzzOpep-CyvN3sQRDHdQOg?V7h76kOo 1 IN3y?ZBDCGAgrHzuTTz 11-0-p 7-8-6 15-0-0 22-3-8 30-0-0 31-0-p 0 7-8-8 7-3-8 7-3-8 - 7-8-8 1-0-0 5.00 F12 4x4 = Dead Load Defl. = 3/16 in 3x4 3 2 3x6 4 2 3x6 6 3x4 7 8 9 1 0 fo 12 11 10 3x4 — 1.5x4 11 5x8 = 1.5x4 11 3x4 = 7-8-8 15-0-0 22-3-8 30-0-0— 7-8-8 7-3-8 7-3-8 7-8-8 Plate Offsets (X Y)— 5:0-2-0 0-2-4] (11:0-4-0 0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.14 12-15 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 125 BC 0.83 Vert(CT) 0.30 12-15 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 Code FBC2017(TP12014 Matrix MS Wind(LL) 0.20 10-18 999 240 Weight: 137 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-5-10 oc bracing. WEBS 1 Row at midpt 7-11, 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 118(LC 12) Max Uplift 2 = 375(LC 12) 8 = 375(LC 13) Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2481/1758, 3-4=-1676/1247, 4-5=-1583/1273, 5-6=-1583/1273, 6-7=-1676/1247, 7-8=-2481/1758 BOT CHORD 2-12=-1456/2243, 11-12=-1456/2243, 10-11=-1463/2243, 8-10=-1463/2243 WEBS 5-11=-537/830, 7-11=-873/769, 7-10=0/318, 3-11=-873/769, 3-12=0/318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extehor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 375 lb uplift at joint 2 and 375 lb uplift at joint 8. LOAD CASE(S) Standard Mnriel-Flns=tlnfgdr rer'w.N'A.Ilu;i lIDSt5!k13';, M3AI105k 1JkDIIICS ieS'.OA, 147`I7, UolrfiJ KAINr W. krill k,lp InndnsrN rnl We+n IN, Irns Dnp gr,vsI5ND ad At Ad yI. Iwt, M!I.We— 5' Witt -Wfss 0—at-.dd n It TO, wr iul,l M.pn sadli - *'k 7110 4 kcal 1N:m Anthony T. Tombo III, P.E. wn drr six nr t.iay pe nniol dk0 .kC.ae nik mee epdnM Witiq Dnipn,:at uder,dnt aC de il(ninkd'. d=Wsill Re gpni d litND wfpW i%,Iss, W,irq ilaa.wpmllr enk gudI mr ps_idlDld =80083 Ile bilf.ID s}s+ni[mn9er. Illah lNe R1DC N'k p.'xn NpaeDnsdr.. ki47 gwmel Sath irbumen,{x39p16,k/1 1 MSxA.tlde Nb paed plN tnit et:ue tespew uk,eN eatsd Min„ ,,..,fu kep tq..r i lrtss uoatmr„:.dHs 4451 St. Lucie Blvd. Zt tnn;n e«n pt:tmalWaa lna Iaa.gx lxaes.d,d.InI—litres UTA. is krtlk/uyhul..lrn, sr."E.1t. d ,Whq. sn.rDdeN M:s aen CrXeN.mt. Fort Pierce, FL 34946 Diyrig61D 241451 Taal tnises6aAoay i.lanlo ill; P.F. Rrroianiaa al t6it dommeat, in ony hrm, is plohi itzl wehom lbe written ptraissioa Lan S-I laal6rssasArt6oeyi. tamlo ill: P.t. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0221692 WRCSU65 A06A Hip 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:01 2018 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-g8TIGC R3_bl H?gahgOeLH EKCinSpk?ONQwvNOkzuTTy 11-0-0 9-0-0 10-8-0 15-0-0 21-0-0 30-0-0 1-0-QOO9-0-0 1-8-0 4-4-0 6-0-0 9-0-0 1 -0- 4x4 = 7x10 MT20HS-- 3x6 = 4x4 3x8 = 4x6 = 12 11 1u 3x4 = 5x6 = 3x4 = Dead Load Defl. = 114 in 4x4 = s 9-0-0 15-0-0 21-0-0 30-0-0 9-0-0 6-0-0 6-0-0 9-0-0 Plate Offsets (X,Y)— 3:0-4-4,Edge), [4:0-3-0,Edge), (11:0-3-0,0-3-0) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.20 12-15 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.45 12-15 799 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.30 12-15 999 240 Weight: 136 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 12) Max Uplift 2 = 337(LC 12) 8 = 414(LC 13) - Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2420/1620, 3-5=-2113/1666, 5-6=-2135/1616, 6-7=-2102/1562, 7-8=-2355/1563 BOTCHORD 2-12=-1300/2160, 11-12=-1427/2388, 10-11=-1427/2388, 8-10=-1241/2086 WEBS 3-12=-93/479, 6-12=-511/203, 6-10=-340/222,7-10=-126/487 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 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 will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 337 lb uplift at joint 2 and 414 lb uplift at joint 8. 9) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard M.riq-Flmv nuxdh «n» tr.'l l rC,x ?teSc3; 1:9' sfratt I:LVS 6;Jzfilfli:KS i0S?CM i NSEI'j:CKK;dELe"YiKr Me. lr.A! hfryr pa.er.nx, ra rnt o4s n ti, L•rn Gsip Artrut?rS; ev71k e.w1l-?xk II:; / i. 4!e!n;c S.iut6rke re. tens eM .ix:!Ael w ik I:A,.h wlrt,.r: lu, m x 1 aa. a: tr:,a.. [ r Rt t a w r m ..;om. aMr .I,. : a:amnh x a y.ak;.rx t x a !oo I n! Cxa w ryr s, s ar an MNm Anthony T. Tombo III, P.E. tk Wean !,. wr Rllk I n rxnsfpaea0 C.ee eAk - N*K ne lwkmrr .ix'ke ua idu II n IIX I!xl.a fiy d=ttl RII tlx m It1 IDo.:.r tieN0. 6, Nis od.angf nM' ft.p.- pre h ',,id kna .{.; Nit!a m 80083 KsdtigUspr afwe hr Inxns sn rann•roc al xe pwtim dr:an.sanrplaq[goeea sasry . ncm ttsl r.le kal I':w StrA gar Nn<. dpi/a !n_I «r ,a,tsrnns l ,.la;ksalkr ., a,;,,, r,s o i:.tru,.k laau n;m..at:s 445: St. Lucie Blvd. etM+aa MmNNr.uAat rgefryab nmrak Mrytin WHEN: Ik in,. Rim 6riexs k.I ae t:.11a!fk,ipa_ ?ru.!.Ma[go.nrm cr'limr. ,Vl:!Kaiei inr:,nn9MNrc TN. Fort Pierce, FL 34946 oPpight T01f A -I Rant irrsses-Anthony 1.iam'noill:P.E. Rtiv iunion of this dwrment,iouny form, 4NohiWel.401 the.rintn,nnissianLon A -I 1301Tosszs-Anihooyi.lonhelll: P.E. Job Truss Truss Type City Ply RYAN HOMES / SUMMERLAND A0221693 WRCSUBS A07A Roof Special Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc: Wed Jan 17 12:04:02 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-9K17UXShlvt8d 9tE6AagRtO2A14TKxWfafxwAzuTTx r1-0- 6-2-11 10-8-0 14-4-0 18-6-4 23-0-0 30-0-0 31-0-Q r1-0-0 6-22 11 4-5-5 3-8-0 4-2-4 4-5-12 7-0-0 Dead Load Defl. = 5116 in 4x4 = UIS = 4x8 = 5x10 MT20HS= 3x8 = 3x8 11 4x10 = 10-8-0 18-6-4 23-0-0 30-0-0 10-8-0 7-10-4 4-5-12 7-0-0 Plate Offsets (X Y)— 2:0-3-0 0-1-11] [5:0-2-12 0-2-0] [7:0-3-8 0-2-8][8:0-5-0,0-1-11],[10:0-4-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.33 10-11 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.64 10-11 562 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.37 10-11 963 240 Weight: 162 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30, T4: 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-10-5 oc bracing. WEBS 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1843/0-3-8 (min. 0-1-8) 8 = 2818/0-3-8 (min.0-2-5) Max Horz 2 = 86(LC 8) Max Uplift 2 = 564(LC 8) 8 = 1004(LC 9) Max Grav 2 = 1843(LC 1) 8 = 2818(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4025/1251, 3-4=-3669/1174, 4-5=-3644/1161, 5-6=-6748/2362, 6-7=-6748/2362, 7-8=-6782/2399 BOTCHORD 2-13=-1138/3684,12-13=-1892/6010, 11-12=-1892/6010, 11-18=-2129/6282, 10-18=-2129/6282, 8-10=-2102/6190 WEBS 3-13=-408/298, 4-13=-771/2523, 5-13=-3404/1295, 5-11=-521/1038, 6-11=-265/183, 7-11=-362/669, 7-10=-541/1807 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 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 will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 564 lb uplift at joint 2 and 1004 lb uplift at joint 8. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 274 lb down and 252 lb up at 23-0-0 on top chord, and 1521 lb down and 536 lb up at 21-4-12, and 442 lb down and 166 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-9=-60, 2-8=-20 Concentrated Loads (lb) Vert: 7=-177(B) 10=-442(B) 18=-1521(B) mmiq Fleece toneeyklrre.ie. »e i-I10 *'IMS 'S:-;i`, EA3Ai I:kMSe EOn61»JnS:JS*OM i"iUi=P`"..(CI biIOeYE%I'Ixe erif/h:ig rQ•r#rcm nl Wn nta lrn, h4ipll—q n'.4he dr@wf LI lk. lt,tt leh;re riue!!dx DWI, A..ise:RiNnh IUD-[! a;ex, x*n„lme a e.wee,d i,etr .n a Ey }ndq epw. a n8 p m w„ px do n Iwlnj rq : eu nn qxl pdq :®a»r anm4 loll Ir rn1 ixe v *i } [n m Anthony T. Tombo III, P.E. sedh ssw. mn kit4n ke ,rn :ImdexOwn, be C.x a{m Napd q•SwIfp10•ge,hPx w»rd q &Iq ftkl.d':I&ry nk Wir i. Re na I he@®aiq rnq dq 1. ss, rcdee gtculq M} -9ltne enk od h»x,prsii8htd ;;. 80083 geuae.ylt-pxeN[wneia uIM ,ieraloReNenm,e, ap. Inndheleu.y[gmxelsa5pliw d,mnsglEaxall asweidr Is, dpNan.lrvle,ue„:M,:I,ao:»e:dl I.,o-,+...e, o.p,},eeKe<eln„!u,dns 4451 St. Lucie Blvd. eeMwiu nlarzaheiadrMegae ' ?ir en pTe, 4.1A In1 ,. Bev Eynenis FT In 6a.giy&sips_ ins,.(der&}qe d n, fi.grsF !A o}Mi.N as., ee es Sdma e.'n I. Fort Pierce, FL 3494b ReF donion cl ihis document, in onv fo,m. i, p,ohibited mAllo tho wlinen pelmixi.I'm A -I R;of t,osse,- Whiny 1. bw. ill; P.F. Job Truss Truss Type Qty Ply HOMES / SUMMERLAND A0221694 WRCSUB5 B01A Hip Girder 1 RYAN 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:03 2018 Page 1 I D:?sOQvl IzBGko2h FpRYibz=Opep-d Wa W htSJWC??F7k4ophpMfQapa6jCxkguEOUSczuTTw 1-0-0 7-0-0 10-8-0 14-4-0 21-4-0 22-4-0, 1-0-0 7-0-0 3-8-0 3-8-0 7-0-0 10 0 3x4 = Dead Load Defl. = 3/16 in 3x8 = 3x6 II 6x6 = 3x6 II 3x8 = 7-0-0 10-8-0 14-4-0 21-0-0 7-0-0 3-8-0 3-8-0 7-0-0 Plate Offsets (X,Y)-- 2:0-4-2,0-1-8], [3:0-5-0,0-2-0], [5:0-2-0,Edge], [7:0-5-0,0-2-0], [8:0-4-2,0-1-8], [11:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.18 11-12 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 125 BC 0.83 Vert(CT) 0.35 11-12 733 240 BCLL 0.0 * Rep Stress Incr NO WB 0.35 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.23 10-11 999 240 Weight: 93 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 2 = 2056/0-3-8 (min.0-2-7) 8 = 2056/0-3-8 (min. 0-2-7) Max Horz 2 = 68(LC 31) Max Uplift 2 = 868(LC 8) 8 = 868(LC 9) Max Grav 2 = 2056(LC 1) 8 = 2056(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4542/1949, 3-4=-4594/2003, 4-6=-3906/1649, 6-7=-4594/2003, 7-8=-4542/1949, 5-6=-663/349, 4-5=-663/349 BOT CHORD 2-12=-1761/4125, 12-19=-1777/4170, 11-19=-1777/4170, 11-20=-1709/4170, 10-20=-1709/4170, 8-10=-1693/4125 WEBS 3-12=-335/912, 7-11 =-308/664, 7-10=-336/919, 3-11=-307/633 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 868 lb uplift at joint 2 and 868 lb uplift at joint 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 113 lb up at 7-0-0, and 111 lb down and 113 lb up at 14-4-0 on top chord, and 658 lb down and 350 lb up at 7-0-0, 287 lb down and 140 lb up at 9-0-12, 287 lb down and 139 lb up at 10-8-0, and 287 lb down and 140 lb up at 12-3-4, and 658 lb down and 350 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 34=-60, 6-7=-60, 7-9=-60, 13-16=-20, 5-6=-60, 4-5=-60 Concentrated Loads (lb) Vert:3=-55(B) 7=-55(B) 11 =-287(B) 12=-658(B) 10=-658(B) 19=-287(B) 20=-287(B) 41 Mttiy-Flni=tbegNr rerun ne'1-Iml;:*tP,ti`k i;, iEK3A l EkSfi-.ua,n lS(8fgp"rIT'rtUKBrn:Eauk:lrh:n. te ilt te. fprzlsMetn,Kf watu'tasl est Ct,p grtYndilgB;minelribef 1.tvFe lY,6;_Irh'n:t iis!telxe ntt ldns a'km tt 9[Felmtle 8, xh kitztsrtrkn ail . frxn GCak f-! r ., gesia Fn rt; las isE n xix; € rpr. mt maxims afn,far um!egn ; yw:am tm ns e«,anesadt fq +usioa rue pr i n E•- wsiq fn rv:ar Anthony T. Tombo III, P.E. m.ue In w.m Haea• n 4 :t:linaa.e ac..e- n.rety.a n twumo .u;a mran n tl ar fwusl.u rt frr,t in ianemn wr„u cmr,ss,a.eg6.edq. m s I ues•_iM! ns p ulna = 80083 tles sfgo- x m t—W 111. ..MUIkIUD fit Mn 1peh., ID*W.;[rlMh WuWwAsr,piHmiY E 4SKA .ar eJ4rWsjpiewe.tnl lstl srumEm afinesmn t,..o. a+. Ks o- wl ,: .m*< ml,s 4451 St Lucie 81vd, ttltris. tef dkl,xnMtgaasrnna lrMrtl>r 1MrN.iae{a,&s¢e Egmer is R_itlt 6+.pioS Ptsiwn pLxv k:ks Eetro.e.n+Tadq-lll.eplal.N-erx.. men Dk.40,11L Fort Pierce, FL 34946 opyrighf0' 2616 4-I Yaaf lwses- kahoay l. T mio II: P.L Rolodunin d this document. in oay farm, is piohibired adhni $0 writkn prrmissicn €' m 4 l 1-4i1'-es- knthany 1. hm=a Bh P.E, Job Truss Truss Type City Ply RYAN HOMES / SUMMERLAND A0221695 WRCSUB5 B02A HIP 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:04 2018 Page 1 ID:?sOQvl lzBGko2h FpRYibzzzOpep-5j8uuDTxH W7ssHJGM WC2vsyjh_UjxSrp7u81 _3zuTTv 1-0-0 9-0-0 12-4-0 214-0 1224-0, 1-0-0 9-0-0 3-4-0 9-0-0 1-0-0 4x6 = 4x6 = Dead Load Defl. = 1/4 in 4x4 = - 1.5x4 11 4x4 = 1.5x4 11 4x4 = 12-4-0 21-4-0 9-0-0 3-4-0 19-0-0 LOADING(psf) SPACING- 2-1-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.36 7-15 702 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) 0.60 7-15 423 240 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.34 9-12 748 240 Weight: 80 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD 2-0-0 oc purlins (3-5-15 max.) Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. REACTIONS. (lb/size) 2 = 951/0-3-8 (min. 0-1-8) 5 = 951/0-3-8 (min. 0-1-8) Max Harz 2 = 77(LC 16) Max Uplift 2 = 272(LC 12) 5 = 272(LC 13) Max Grav 2 = 951(LC 1) 5 = 951(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1520/1017, 3-4=-1319/1058, 4-5=-1520/1017 BOT CHORD 2-9=-729/1312, 8-9=-729/1319, 7-8=-729/1319, 5-7=-729/1312 WEBS 3-9=-9/272, 4-7=-9/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 272 lb uplift at joint 2 and 272 lb uplift at joint 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Zt% Wray Fla: kxreallr rerk A•'!IID""1E".tom,}, 3 iEDmam's6.l1DIDJaS wom'Mr1SHNGds[[rvrl?ki krc. IxDr bipRezixcwr:wlowsx'tas Fest Cngr dee'my{Ilmjdlk kpwr 7.fwkII.r: le+.n aiin' kwat.Glrts aa ,sA1Nxkr I!7. rl/ IhTrh<wxnxdrsr am ors Deak.dt.a T DsnD In . w hFn a ed ,,T1 ,,,x n:m<rrrr A. yrxc red«r q xrc:aDD. krIct dlk,ma kadd n.IDe 1t ea T111.r ayr pFw,harcy sdr'ar .re, :m Anthony T. Tombo III, P.E. W.s ,[h - Lr ,W64 k cp fa.Ilh.1%G r.o Mflwa.- tw. Nhh.?D . .air xsl tlNi O & IIX ta.l.d .'Iiq,.i tTi,1. d&r fr.;,. adway k,*, ihnpr,' al:ercr I imn,Ikl Yx ywsinlAra ? 8008? thii yU• gx Wftw ADM s<rNa1N1DI' N'k yrrti Iv, dtiekiltry(epr lya`nlda eDm IXH yNI'•kthl Ns3U rid.• tixy x rn,., yPFl xfixs&e •esyws MasMhtirsdll La., D:xgx, ies De.ip:,xwx xi twss uwar.mx.was: 445t St. Lucie Blvd. rtlxais.wkNNt.xncetrgweryw *ttu lrMgxln tnhN tx ke.,Drs:er Eoymw ish lie k.11'w ksimr_ a'.v.rslex Fq'mr:d r. tslliq-IXl:eydNeN da.. xe as ldirel a. Dt. Fort Pierce, FL 34946 Copyrighld2DI64-I Raailrusrs 4nfhooy i.Iamho;II: P.E. Rtvn6riian M this bumHm, in any form, is prohiioii wiThour'}e alinen ptrmissiu from 4-1 hd Tiasses 4athony i. tamha ill; P.E. Job Truss Truss Type my Plv RYAN HOMES / SUMMERLAND WRCSUBS B03A COMMON 2 1 A0221696 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:05 2018 Page 1 ID:?s0OvIlzBGko2hFpRYibzzzOpep-ZviG6ZUZ2q FjURtSvEjHR4VyrOoxgsTyLYtbXVzuTTu 6-2-11 10-8-0 15-1-5 21-4-0 22-4-Q 1-0-0 6-2-11 4-5-5 4-5-5 6-2-11 1-0-0 yj1 0 44 = 3x4 = Sx8 = 3x4 = Dead Load Defl. = 114 in Iv 0 10-8-0 21-4-0 10-8-0 10-8-0 Plate Offsets (X,Y)— 2:0-1-2,0-0-0] [6:0-1-2,0-0-0] [8:0-4-0,0-3-0] LOADING(psf) SPACING- 2-1-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.19 8-14 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.42 8-14 605 240 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.13 8-14 999 240 Weight: 91 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD 2-0-0 oc purlins (3-9-10 max.) Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing. REACTIONS. (lb/size) 2 = 951/0-3-8 (min.0-1-8) 6 = 951/0-3-8 (min.0-1-8) Max Horz 2 = 90(LC 12) Max Uplift 2 = 287(LC 12) 6 = 287(LC 13) Max Grav 2 = 951(LC 1) 6 = 951(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1685/1253, 3-4=-1279/932, 4-5=-1279/932, 5-6=-1685/1253 BOT CHORD 2-8=-1006/1524,6-8=-1012/1524 WEBS 4-8=-441/713, 5-8=-476/546, 3-8=-476/547 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 287 lb uplift at joint 2 and 287 lb uplift at joint 6. 7) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard pmiy Hensflmyklr mN.»Ae'i I MY ROL 1051 aemn'rs (95'ON'TDP"r LCC;M[EPiN:XI' ixo. lc(!p,gtpx4aseaE(.1 W,-1 sl:<,t Ce5,le Weea! In, M M40, I. fwk lf.r;ton t.. Gnlem a F.n-u s2tel nlEe tE, ale nrlekt gy!Htlessi,alk»ttdan .honk (:iA 1!.kesFn EyArx M b!Eyiec,Minn; 56; trytt'telsnulyM!(74!fat'- fag q :,knnk tl,yo(de sn!lel ii:txnAx lPt f!ni HL I>?tt you nH.a., 1-!Anthony T. Tombo 111, P.E. Ili- :: m. aq kikbq M ya -.Ih!.IMo ,ke at' yr ,a wup o7 ,hMuae (n n n N t w uy,a. 'tt.i Myr .l(n too ,r.0 rn r ,,anar!k,(w 1 ! - ltn. H ,.:k(1kM t.p..n md . 86083 M So lfmlQ 'gu eM [eatr dCtls 11. 10n lh TOO WMMMit-Wg. I I tiek'Id 411Wael Sahli qdx el ItSli pikktl M Wtr:.f (e tix ga (pika.lfllde!nesna reynzbines a9atnsd Mla,.Onyur.:.less tr; pe a;nneei to ;ku(e:Me, ttles; aflenls. ntmNkeiedrmtgat -Me k!al Parne, -n(r4 Ike ha. W. Eyaa isk IM 1,464 "". L w.y:na 51-0 n. kNGy. Am apw,e :.,ie ndehadn IN. 445t St. Lucie Blvd. opyrigh! 3 2G14 A 1 iaat frossas Arthooy i. lemhn ill. P,L &epladoNaa of this dommeot, i—y form, is psohihited aghaof -he wrinen pe!miseioe h . A-1 Root imses Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND A0221697 WRCSUB5 B04A Common 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:06 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-15GeJvVCp7Na6bSfTxEW_H19VoAZPJs6aCd83xzuTTt 1-0-0 6-2-11 10-8-0 15-1-5 21-4-0 11-000 6-2-11 4-5-5 4-5-5 6-2-11 4x4 = 4x4 = 5x8 = Dead Load Defl. = 1/4 in 4x4 = 10-8-0 21-4-0 10-8-0 10-8-0 Plate Offsets (X Y)— [2:0-1-10 Edge], [6:0-1-10,Edge] [7:0-4,0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.18 7-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.41 7-10 624 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.13 7-10 999 240 Weight: 89 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1 0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 852/0-3-8 (min.0-1-8) 2 = 915/0-3-8 (min. 0-1-8) Max Horz 2 = 95(LC 16) Max Uplift 6 = 246(LC 13) 2 = 275(LC 12) Max Grav 6 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1622/1212, 3-4=-1232/904, 4-5=-1233/905, 5-6=-1626/1217 BOT CHORD 2-7=-1007/1467, 6-7=-1013/1472 WEBS 4-7=-433/689, 5-7=-463/531, 3-7=-457/524 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C, Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate. grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 246 lb uplift at joint 6 and 275 lb uplift at joint 2. LOAD CASE(S) Standard Wma} Flau Mnaylirrr:ew fle'1I rCr" .tt;i:; k:i r, oERRI! I;Ltl3 6.J4P1[I.!Ii:ilS,OM: t6t:Cj:[CF",EtfDN[EkP firs frcdr a,ip pae:4xs ui rtd nrtt n'hs tress Cep p Mtrmy,^.@O aitlt l lgn} I.Iutt I1; PAtdcexe SSe!Ge1r m. Brltss rJe.iu saki n lit lM, nI( Fti!et AAA all . die,WK. krdA_! i sDes.. E'l.. }e.ukf br A W r:.grrWs m.cRauF dde rttt - ke r es>n;ut la'k al}e A th-e* dw-1 a Ike IDC I .ea IN 1. Txa }e ik %lea } a/e W6,'li Anthony T. Torribo III, P.E. a!n ON 4e?rn* k p0060&0 11.0 a Al ' }n' itEaW }D "t mr dike u tim nkl.el Nrycsd o4R11. tkW Itr !DE W gfieN is, 0 d I.,. WeNq beseliq. I eie'st lean Mk id it& if-Witea a 80083 9e L! IIagD 7+'+ '[eds M. 411aN s`.MAIk IDC 1'k i'<'iF ar,-Ikn Atk kil7:yr fienlSdelr lAe A NH'}slli.telk 1. WiiA e:A Ib ApAu IPI-1 i°hteske rzgns klities ai aIks die Le,. Deign: nsh!VEiii;— ae Cis dkafama, Hies:. 4451 5t. i_UCie Blvd. AM..n. afindh e,nPan<p epeDw!Crsh Al}rim lmNAZt lkfx,. DecoEquraisF.I ek 6x lly Deri}+a aie:v.yneaF}'aze o!na Ntliq. :A ry4dcd na, aes aehtd m'FII. Fort Pierce, FL 34940 epynght Pdl6 A -I Rwi i[Dss>s AnlhoDp 1. lomho ill; P.E, ReelaaUnlae aphis dow—t iei avEDtm, is p oliNlei Klihol.he wir'11 pOniiis'i A from 4-I U Nss:i An1R00t I.IemiO'II: P.E. ' Job Truss Truss Type Qty Ply HOMES / SUMMERLAND WRCSUB5 CJ1A Corner Jack 10 1 RYAN A0221698 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:07 2018 Page 1 I D:?sOQvilzBGko2hFpRYibz=Opep-V IgOXFVgaRV Rjl l r1 fllXVaR9BfQ8q BFpsMibNzuTTs 1-0-0 0-11-11 1-0-0 0-11-11 2x4 = i 0-11-11 0-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix -MP Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD ,2x4 SIP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-3-8 (min. 0-1-8) 4 = 1/Mechanical Max Horz 2 = 38(LC 8) Max Uplift 3 = 5(LC 12) 2 = 82(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 15(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 3, 82 lb uplift at joint 2 and 1 lb uplift at joint 4. LOAD CASE(S) Standard Oartiy-Flxlix¢rertr ne Altg':tL;S,1'-3,oER3Fi Ii[t<8 J611'lJS?g4{L.r`"llCaIMt EL54rA1'Iun.Or•itt wsp Wa.dtt;wrerl xrs,nal. ircss G.igr Ortr'mt;IP,')mi ar tdlwt(Imk1%.o;Ir!dn't SrMldve re. kgsse?xriu stlelnke r>a. ufr NtTzz tastrtw tldrs adl fx7 'OCa It tdT as alrrr ges.z Eqw K, dT kj r• d l ra msilrg grc,uls a.gem dot ltat;tiamle%pe rut .ssoa: NT%t k gs!%y dmr,utkr Iq xd Ealag II i ifl 1. rxk g%n .It.; 46.1 ntar wfioy Anthony T. Tombo III, P.E. W_dur mkdr a< t raiar dtarc ac are al - artrr k, kruw hs_u+k ud dr me, at ln. .d" isyt.m trI-Ik yp .i.n memw eda a ., ,Ka Brat dw mt - iim. H ,sidikaa .p.:'aln.a 80083 qa lxlfmt gPH a!lwar:M AA dss rda181gG!'h irahae l{s,Nee dt'xk-dRta.pexl Sdeh Mx as NLtl4 ktl l.'MSN1 de lift t5erdpla iPl-I ufiaesh nstaasurinietn/w.iksdlkl'nvg z>ee,.ressk pxxedlre tY.sde.brr, erkis aa..ds.nt dk%:.aM t ,q s _ t ;. 4451 St. Lucie Blvd. eq.egn:%*.>kekeEsti-axE,d. IN s c«h aer is a.r>et t,:N M; s0r.k:. narN mmtnd>3!-, ,ne mddi l... rn.t Fort Pierce, FL 34946 oPyrighl 1G164-I Rnof irasses Anhnnyl.lamba!II:P.E. Relwdwisn of this dorumeat. in.nY few, sPrAliledwtheulrhe"iRengermissian fie. 41 h.1 ltasszs dnihoay i.7nm5n ill; P.E, Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0221699 WRCSUB5 CJ1 B Corner Jack 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:08 2018 Page 1 ID:?sOQvilzBGko2hFpRYib=Opep-zUOPkbWSLIdHLvcl bMG_3i7c_b?itHRP1 W6F8gzuTTr 1-0-0 0-11-11 1-0-0 0-11-11 2x4 = 0-11-11 0-11-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- LOAD CASE(S) TOP CHORD Standard Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 129/0-8-0 (min. 0-1-8) 4 = 2/Mechanical Max Horz 2 = 39(LC 8) Max Uplift 2 = 107(LC 8) Max Grav 2 = 129(LC 1) 4 = 20(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 2. Rally -fine tln It mk WA I10r*TUSKS 'SE—T K31t I;rkSW-r`.tKK^S ED;•_KC Mra irhr ksy.p:.+m+: aE nl w.'irnaas tnss Ce ip dex:r;l[£'imA%e K52wi Lf+ak IY,P'_te+nn iaea!idx .. trhss eKmise RlHelk t 0. edr dll: e amuht tlrossidlu ei Sr .DCNk dK ! 1 Dnm Ery .. P nM Eg _d qr uls agta tl N*'< -deg iy d'hd. dxk ddrc. 'nSlti ko;dw d:iD6 11m IrFI t>k P - gXrn., luiiry d Y 'g Anthony T. Tombo 111, P.E. wio dX*: .ss rK aq kdkr k.. r IiI dIXtD dt0 nlHr- gw' n tall a0 'on;u wrtrd@ M d Iq aIIMWI JFgn[=W TMi Ik g/. tl d1k 766 rfieN dd i. s, iod.ykntvp tap,aq Pw k 9sXd kKx 3.e'lmid = 8©C783 Ik WhgD " atMela AD xf 'the lk lBt eddx na'irt I uli.esdY.kiliy[xyn:elS S¢Mw Xm.l(NtSdX.kthr'of 3tA do u>x epl tntdd'are ke ns sklnn and n5:a kt aD:smx; seu Drn skin s.uxxh[Me, t 4451 St. Lucie Blvd. eac> n,.,dIwr;emM pce r.msv.rygtli :a.,nrd.r.ik[1,.ra[q xa i, K_rdeu:u.y D<ritea t.r,.y;te.[rnamrilrq .u; rKded:xx.,.e rsddinlmmt Fort Pierce, FL 34946 aprnghf' YQI&AIRad{IIui52i dt.-ihODr l.7amhu ill: P.E. Rgfiduai. ai this disom Kt,i—Ylwinjsli'Ai0iiii x#hwlhh wlll!!OP€IWISSIOFfiYft 4-I lof Imsiis-hthuD}I. Tombs III; P.E. Truss Type Qty Ply RYAN HOMES / SUMMERLANDFWRClobSUB5CJ2ACornerJack2 A0221700 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:09 2018 Page 1 I D:?sOQvilzBGko2hFpRYib=Opep-RgynyxX46218z2BD84oDcwrlL?JackhYGArogGzuTTq 1-0-12 1-2-15 1-0-12 1-2-15 5.00 F12 3x3 II 1-2-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.00 5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.00 5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-2-15 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 156/0-2-12 (min. 0-1-8) 3 = 1/Mechanical 4 = 4/Mechanical Max Horz 5 = 73(LC 9) Max Uplift 5 = 63(LC 8) 3 = 35(LC 9) 4 = 31(LC 9) Max Grav 5 = 156(LC 1) 3 = 9(LC 10) 4 = 23(LC 10) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 5, 35 lb uplift at joint 3 and 31 lb uplift at joint 4. LOAD CASE(S) Standard ZtMmuu7- ileti xclYrrrcr atfn9:lAsiES"f; EC3AtIW6:1Re'Ii US(JSOY,'Wfr; 3lG5'i;[[RY;Nr'ixmter'rtr tasip p'vz±s¢i rea!'sn tdzlrnz Ce pertvma PWIk IEIAwr l.f#I,PEid^mh Saer Ftivt at. GdE,s a'ka-aizt sRiNnSt t:A,x4 Y,.ar.wY am dlkts k k G{pk as a r o rya r %rrll s rw w m ne;yameYM%m a<s , ar a mn p ! a am mgatr ! a da roe Ir ea ni. rxe m%nhg wn r aaa:m Anthony yT. Tombo III, P.E. am.. :awr nt r altrdao . m*c .': maa.eyar Y iaum,o :ma.am:a.Yra a m IYolislvl uy err i. tGa %. dar me..e,etY m r.,a:'.a.aags nias. i tr YIN -ar q:Gala at .%.sauatd eo; Nrer U•s p+r ce (rrasm All tzl ssr rartls•lUC l7o-a aCas ni gtxegveratieka:yl ryneM StEh Mumetr IX4ppYi,atfY f daIXA aaerelw a 1 e.1%I ufiars Ut t t 8006., asn nsram3nr;zYrm r Y*,mynas 4451 St. Lucie Bl anaaE,aa.rnt,,.ea,«r p t` vHgEsnia+resat:,o.s:x,,::sk flu;taniiaaYnft.Ma,nY,s vd. rowrty+is r_rntr,:uaaonir,a r, iem rye a .au il.ul,eaaard«:, mendaiwmmL Fort Pierce, FL 34 4n npnight 141&R-I iaafhosszs-iVrikoay i. iania:l4f.ERt,roaurtlx.lirisdwumeot,inanyform lsproMit'i"out 'htwriata pnyissioe hm41 ioatfruss!S Aaibnoyi.Iamio ill; i'.[. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0221701 WRCSUB5 CJ3A Corner Jack 10 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:10 2018 Page 1 I D:?sOQvllzBGko2hFpRYi bzzzOpep-wtW99HYitMt?aCmQinJS87Cxl Pgn LBxhVgbMCizuTTp 1-0-0 2-11-11 1-0-0 2-11-11 mN 2x4 2-11-11 2-11-11 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 0.11 Vert(LL) -0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 10.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 11 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing. directly applied or 2-11-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 3 = 70/Mechanical 2 = 187/0-3-8 (min. 0-1-8) 4 = 36/Mechanical Max Horz 2 = 75(LC 12) Max Uplift 3 = 48(LC 12) 2 = 71(LC 8) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 71 lb uplift at joint 2: LOAD CASE(S) Standard Mniq Flas pxmllr rr. pe bl i()..:ta!i ,k„i„>EN3FI I:1.456:JtfiIII]'AS!IS`OMf"[a9Y"E(K90&[[bMEkT Xre. ferpt s%e N vr:tnt vs rni vetrta9etl.+sth.gegexm}!IM''; xd tle tulm}7.tw,4li,fi leha;t 5x ldxe ro. kelrssYMvis<;Melnke lE9,«Ir kilek c®ethr }IA iAl : s b:t EialE dd As+irui fiev}n F} 9 }e: vF7 Et} p s aaq lP°.tpe.N u:tp}fx fptpar glen a9 :p .tikh }r'6[1 -pApe. sivfei 1«Y..-0 h.7aR I/ 1fl 1. rxa }v }r .,, iaRry 741« isum Anthony T, Tombo III, P.E. eein An s.x xn kAixg a }«"a lArdpe pvC « vakxi «e}xA p Exilm}Psrx,ape uA rAp q p IK Ifa lxel Niq<ebeNR i fk pn+lap 1o0ntyfieN Ap iens, -¢d« }mvalmy. t rye. asf hv«eh ke 1 pe yn adA+A g 80083 peWin ipxv![eA«I kltM AaWo ipeNana ip'I 4ttkim-15getelsANhh w3csil}.Wlkikl'W51 xeNm 11. klfEiBx 1n-Ilefwespe.rzsinsialn«tMdliesAlN1 a•,e,'f¢sk•Ev;aze««Alrct.Y.aAuM«Nei, 4451St. Lucie Blvd. epe!.Iv«i INvioMon eq p kw.wvsnxl pTe: tair4 1«r Rr¢v kgoe«isl EtYebnia}fiesi}an «has.ys}em [ryx 1'a!N7(a}. slf a}adetl'x.*:. ne vs ddnde n.l. Fort Pierce, FL 34946 Cappigkt Yt 195 l taat Tfauzs-kethoey i.lam§a iii, i.E. Rn}Aoa}tiaeaEhis dammaai, in om hem,itF}ohi0uzi wilhoat'bt xritlen¢ermissiaafinre 4 i ical E}atnt AatgAay i.7amia iil, P.L Job Truss Truss Type Qty PIY HOMES / SUMMERLAND A0221702 WRCSUB5 CJ5A Jack -Open Girder 10 RYAN 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:11 2018 Page 1 ID:?sOQvllzBGko2hFpRYib=Opep-033XMcYKeg?sCMLcGVghhLl l RpwR4eBrkUKvk9zuTTo 1-0-0 4-11-11 2x4 = 4-11-11 4-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.08 4-7 759 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.05 4-7 999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 3 = 133/Mechanical 2 = 292/0-3-8 (min. 0-1-8) 4 = 82/Mechanical Max Horz 2 = 115(LC 23) Max Uplift 3 = 94(LC 8) 2 = 103(LC 8) 4 = 12(LC 8) Max Grav 3 = 133(LC 1) 2 = 292(LC 1) 4 = 95(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 3, 103 lb uplift at joint 2 and 12 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 50 lb up at 2-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (Ib) Vert: 8=-54(F) No,Rloy Flea=tbnwRir ndei il e AIrC,-lC'S,y'I".6EA3Fi I:IkS F,Jaiq D'.;m:DS.DM rbT.rl llcF blE(RY Y tea-firHrk p Ea'ahw. as us N ale=n Cds rnssD Jte DnratrlD:; a3 tln ednwr l.take lS,r Idsaa iln!Edx n--Ldess e'Ralse PaM en Rely. nit Alit¢k rreOe dM aeN mR .DDpkrd! a J sD.sa: Eeµ . tvot&g R slaar76".q al5awptx dRet aE' dagb ag tee Gu'trM'kl -DndRr sutle kt ] 1a 1 Ir ae rfl 1. titr qe ap. - Ra r alha .dhi:Ar Anthony T. Tornbo III, P.E. t ekes JIT i&aiinidm M spssa dReD 4D edla'nga'tu.nR 4rN pD T bRe de dR U' Re IIX Ii WI IF'ur d= R-i. Ik qF. idd 7DDaipfid dH r. cs,iMngF Isq, le tt,u tdaWa -M - id 11Fz q uliftd t $p 83 Re 6e:IdgDsyer '[oaede illak sr od ie retDC ni gx paS olry'Dne dk W.rFt.ywal Sa!th lA Iron NSf plDxl Mr'als£{anid ltx g.. dpk In leas Rn restasLlaes ai W.,dRis..De_.,— .rr sge.gn ea*ena tot I0veh;Rin, akss 4451 St. facie Blvd. oRem ktmdyn:aned.aaq ro v.r:t, dl pores urdr4 lee s, Der:or rrRn s,1lDq o<sltwa tr:s,.y;aa.ter.raa.nuq..ul,gndr:dra:, ee a:a sw rc.mt Fort Pierce, FL 34946Z(oprrig6:a'1201644rao1 Lasses- Aabay 1. Iemba ill: P.E. &eamiuNx,i Ibis docomeat, in ony hrm, is probi4itxd wilhout;he written ptrmissioatrna.4-I Weal Troiss Aatbooy 1. limbo 211; P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0221703 WRCSUB5 D03 ROOF SPECIAL GIRDER 1 S Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 Is Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:12 2018 Page 1 I D:?sOQv1lzBGko2hFpRYibzzzOpep-sFdvayZzOz7jq WwogCLwEYH3pCAtpsjy84THbzuTTn 1-0-0 3-0-0 5-7-5 6 4- 7 8-12 9-6-13 10-8-0 11-9-3 13-7-4 14-11-11 %8 18-4-0 21-4-0 22-4-0 1-0-0 3-0-0 2-7-8 -8-1 1-4-7 1-10-1 1-1-3 1-1-3 1-10-1 1-4-7 -8-1 2-7-8 3-0-0 1-0-0 Dead Load Defl. = 5/16 in 4x4 = 5x8 = 5x10 MT20HS= 5x8 = 4x4 = 11-9-3 . 14-11-11 3-4-5 21-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) 0.24 22-23 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) 0.56 22-23 457 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.09 17 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.30 22-23 862 240 Weight: 342 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 9, 10 REACTIONS. lb/size) 2 = 2827/0-8-0 (min.0-1-8) 17 = 2827/0-8-0 (min.0-1-8) Max Horz 2 = 45(LC 27) Max Uplift 2 = 723(LC 4) 17 = 723(LC 5) Max Grav 2 = 2827(LC 1) 17 = 2827(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8146/1891, 3-4=-13393/2925, 4-5=-6128/1668, 5-8=-6128/1668, 8-9=-6128/1668, 9-10=-5625/1460, 10-12=-6128/1666, 12-13=-6128/1666, 13-15=-6128/1666, 15-16=-13393/2929, 6-32=-663/180, 7-32=-663/180, 7-33=-7265/1258, 33-34=-7265/1258, 34-35=-7265/1258, 11-35=-7265/1258, 11-36=-670/177, 14-36=-670/177, 16-17=-814611894 BOT CHORD 2-25=-1757/7725, 25-37=-1760/7745, . 24-37=-1760/7745, 24-38=-2659/12890, 38-39=-2659/12890, 23-39=-2659/12890, 23-40=-2659/12890, 22-40=-2659/12890, 22-41=-2659/12890, 21-41=-2659/12890, 21-42=-2659/12890, 20-42=-2659/12890, nntimtari nn nane 2 BOT CHORD 2-25=-1757/7725, 25-37=-1760/7745, 24-37=-1760/7745, 24-38=-2659/12890, 38-39=-2659/12890, 23-39=-2659/12890, 23-40=-2659/12890, 22-40=-2659/12890, 2241=-2659/12890, 21-41=-2659/12890, 21-42=-2659/12890, 20-42=-2659/12890, 20-43=-1751/7745, 19-43=-1751/7745, 17-19=-1747/7725 WEBS 16-20=-1164/5911, 3-24=-1162/5941, 5-24=-1766/368, 9-24=-219/587, 10-20=-216/538, 13-20=-1764/368, 7-8=-192/402, 11-12=-192/402, 11-15=-6957/1153, 4-7=-6957/1150 NOTES- 1) 3-ply truss to be connected together with 1 Od 0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row 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. 4) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; 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 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Plates checked for a plus or minus 0 degree rotation about its center. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 723 lb uplift at joint 2 and 723 lb uplift at joint 17. 12) Load case(s) 2, 14, 15, 16, 17, 18, 21, 22, 33, 34, 35, 36 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 lb down and 62 lb up at 3-0-0, 165 lb down and 156 lb up at 5-9-4, 303 lb down and 239 lb up at 7-0-12, 331 Ib down and 145 lb up at 9-0-12, 331 lb down and 126 Ib up at 10-8-0, 331 lb down and 145 lb up At 12-3-4, 303 lb down and 239 lb up at 14-3-4, and 182 lb down and 156 lb up at 15-6-12, and 68 lb down and 62 lb up at 18-4-0 on top chord, and 106 lb down and 63 lb up at 3-0-0, 84 lb down and 63 lb up at 5-0-12, 84 lb down and 63 lb up at 7-0-12, 84 lb down and 63 lb up at 9-0-12, 84 lb down and 63 lb up at 10-8-0, 84 lb down and 63 lb up at 12-3-4, 84 lb down and 63 lb up at 14-3-4, and 84 lb down and 63 lb up at 16-3-4, and 106 lb down and 63 lb up at 18-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 15-16=-60, 6-14=-170, 16-18=-60, 26-29=-20 Concentrated Loads (lb) We;eieg nnv tmmtlrrzh fI10"'s'tt! 5;.-.I eEk:F4I 1'[kk JKlIII'k"1l'GM'rttFr;llKk;i fMY kPM.grttlr de -p Pa Vn 1 h'I tCe 3e0reyJPsMlh 4deegll hl{i. r: ide; Sir_vkdn bk a ':+"xtet ke7B Ir alei amekr dd,, sWI st -j fo: 1„M,h d. As a lre,s ln. fqw-j... r eh Ss IV smwart'D" rgrem... :Wx do Eee uu E urr.. ra':m Anthony T. Tombo III, P.E. mee IFh s#x wr te64ru I, st,. rye'Gltr d*eG beC*n e4,adageu'. N Wift,D ", deu e.dIf &e IK WIt, 6 106g eJ at it'I-ike p: Or W r!! W Mfi•N n, rtl Tr,,,, mWin Weq 1nge,iet elineab 'a ekd h& .Nx 'nld d 4- 80083 qe Kr: tieg! psreu heal kkme .: egslhlG"d yo. Mv'I d tie. 4dg Kul SAN lix tda USrpkk.ht 4 Rt WSKA.wd tArp Tre 1Nlefixs tle nslnuMl,no wl Aliesdlh lr. s, l.upx...re ks ge winererf lrEss 4sa9e:Mer,xdess 4451 St. Lucie Blvd, ede!ns. xhMNe:udrenepec ga,e wrragh Mry,lin'nNN. InIr,.Dr,:a Gglxa k:r tle Glifq Gaioe eL,s,.rsks Eeg .e fiery NlFm..UI.erMr.:9 xn, ee es 6dlee0Tr7. Fort Pierce, FL 34946 ipighlD 20164- 1 lwflnsn Aetdonyl.l=broilllK, RnndUei.6l this dO(Urll,C imy f0wis PlDhNW Withoul'.4 WIiIIlll RfnoissioG iipm A I hisf IIYSm AmbnYlAmall'i.E. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUB5 D03 ROOF SPECIAL GIRDER 1 3 A0221703 Job Reference o tional LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-12(B) 16=-12(B) 4=-165 15=-165 25=-106(B) 19=-106(B)32=-303 33=-331 34=-331 35=-331 36=-303 37=-84(B) 38=-84(B) 39=-84(B) 40=-84(B) 41 =-84(B) 42=-84(B) 43=-84(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-50, 3-4=-50, 15-16=-50, 6-14=-164, 16-18=-50,26-29=-20 Concentrated Loads (lb) Vert: 3=-11(B)16=-11(B)4=-141 15=-141 25=-91(B) 19=-91(B)32=-260 33=-289 34=-289 35=-289 36=-260 37=-71(13)38=-71(B)39=-71(B)40=-71(B) 41 =-71 (B) 42=-71 (B) 43=-71(B) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-20, 15-16=-20, 6-14=-135, 16-18=-20, 26-29=-20 Concentrated Loads (lb) Vert: 3=-10(B)16=-10(B)4=-66 15=-66 25=-44(B) 19=-44(B) 32=-131 33=-162 34=-162 35=-162 36=-131 37=-34(B) 38=-34(B) 39=-34(B) 40=-34(B) 41 =-34(B) 42=-34(B) 43=-34(B) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-21, 2-3=-29, 3-4=-29, 15-16=-29, 6-14=-106, 16-17=-38, 17-18=-30, 26-29=-20 Horz: 1-2=-29, 2-3=-21, 4-6=38, 14-15=8, 16-17=12, 17-18=20 Concentrated Loads (lb) Vert: 3=28(B) 16=34(B) 4= 100 15=100 25=46(B) 19=46(B)32=153 33=78 34=63 35=78 36=153 37=46(B) 38=46(B) 39=46(B) 40=46(B) 41 =46(B) 42=46(B)43=46(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-38, 3-4=-29, 15-16=-29, 6-14=-106, 16-17=-29, 17-18=-21, 26-29=-20 Horz: 1-2=-20, 2-3=-12, 4-6=-0, 14-15=-31, 16-17=21 17-18=29 Concentrated Loads (lb) Vert: 3=34(B) 16=28(B)4=100 15=100 25=46(B) 19=46(B)32=153 33=78 34=63 35=78 36=153 37=46(B) 38=46(B) 39=46(B) 40=46(B) 41 =46(B) 42=46(B)43=46(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-21, 2-3=-29, 3-4=-42, 15-16=-42, 6-14=-119, 16-17=-42, 17-18=-35, 26-29=-20 Horz: 1-2=-29, 2-3=-21, 4-6=-14, 14-15=5, 16-17=8, 17-18=15 Concentrated Loads (lb) Vert: 3=37(B) 16=47(B) 4=1 11 15=1 11 25=46(B) 19=46(B) 32=1 66 33=9134=76 35=91 36=166 37=46(B) 38=46(B) 39=46(B) 40=46(B) 41 =46(B) 42=46(B)43=46(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 035(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-42, 3-4=-42, 15-16=-42, 6-14=-119, 16-17=-29, 17-18=-21, 26-29=-20 Horz: 1-2=-15, 2-3=-8, 4-6=-0, 14-15=-24, 16-17=21, 17-18=29 Concentrated Loads (lb) cun: 8.-E2u s Nov a zu1 r vnn[ MZU s Nov 12 2U1 / ME lek Industries, Inc. Wed Jan 17 12:04:12 2018 Page 2 I D:?sOQvilzBGko2h FpRYib=Opep-sFdvayZzOz7jg WwogCLwEYH3pCAtpsjy84THbzuTTn Standard Vert: 3=47(B) 16=37(B) 4=111 15=111 25=46(B) 19=46(B) 32=1 66 33=91 34=76 35=91 36=166 37=46(B) 38=46(B) 39=46(B) 40=46(B) 41 =46(B) 42=46(B)43=46(B) 21) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-50, 3-4=-50, 15-16=-20, 6-14=-164, 16-18=-20, 26-29=-20 Concentrated Loads (lb) Vert: 3=-11(B)16=-54(B)4=-141 15=-153 25=-91(B) 19=-91(B) 32=-260 33=-289 34=-289 35=-289 36=-260 37=-71 (B) 38=-71 (B) 39=-71 (B) 40=-71(13)41=-71(B)42=-71(B)43=-71(B) 22) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-20, 3-4=-50, 15-16=-50, 6-14=-164, 16-18=-50,26-29=-20 Concentrated Loads (lb) Vert: 3=-32(B) 16=-11(B) 4=-141 15=-141 25=-91(B) 19=-91(B) 32=-260 33=-289 34=-289 35=-289 36=-260 37=-71 (B) 38=-71 (B) 39=-71 (B) 40=-71 (B) 41 =-71 (B) 42=-71 (B) 43=-71 (B) 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-21, 2-3=-29, 3-4=-29, 15-16=-29, 6-14=-106, 16-17=-38, 17-18=-30, 26-29=-20 Horz: 1-2=-29, 2-3=-21, 4-6=38, 14-15=8, 16-17=12,17-18=20 Concentrated Loads (lb) Vert: 3=-13(B)16=-13(B)4=-116 15=-116 25=-79(B) 19=-79(B) 32=-244 33=-235 34=-236 35=-235 36=-244 37=-57(B) 38=-57(B) 39=-57(B) 40=-57(B) 41 =-57(B) 42=-57(B) 43=-57(B) 34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-38, 3-4=-29, 15-16=-29, 6-14=-106, 16-17=-29, 17-18=-21, 26-29=-20 Horz: 1-2=-20, 2-3=-12, 4-6=-0, 14-15=-31, 16-17=21, 17-18=29 Concentrated Loads (lb) Vert: 3=-13(B) 16=-13(B) 4=-116 15=-116 25=-79(B) 19=-79(B) 32=-244 33=-235 34=-236 35=-235 36=-244 37=-57(B) 38=-57(B) 39=-57(B) 40=-57(B) 41 =-57(B) 42=-57(B) 43=-57(B) 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-21, 2-3=-29, 34=42, 15-16=-42, 6-14=-119, 16-17=42, 17-18=-35, 26-29=-20 Horz: 1-2=-29, 2-3=-21, 4-6=-14, 14-15=5, 16-17=8 17-18=15 Concentrated Loads (lb) Vert: 3=-13(B) 16=-13(B) 4=-106 15=-106 25=-79(B) 19=-79(B) 32=-231 33=-222 34=-223 35=-222 36=-231 37=-57(B) 38=-57(B) 39=-57(B) 40=-57(B) 41 =-57(B) 42=-57(B) 43=-57(B) 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-3=-42, 3-4=-42, 15-16=-42, 6-14=-119, 16-17=-29, 17-18=-21, 26-29=-20 Horz: 1-2=-15, 2-3=-8, 4-6=-0, 14-15=-24, 16-17=21, 17-18=29 Concentrated Loads (lb) Standard Vert: 3=-13(B) 16=-13(B)4=-106 15=-106 25=-79(B) 19=-79(B) 32=-231 33=-222 34=-223 35=-222 36=-231 37=-57(B) 38=-57(B) 39=-57(B) 40=-57(B) 41 =-57(B) 42=-57(B) 43=-57(B) 8miz;-rf:n=. tlnxylirrzrw.'r li 111GIPE3,S.-i; EK3AItk56;]%RIivUS:15:G41U1'_Y StNK::%fP541=.PP lace. tpGl.ip paar:.tlns xl mxsxrfetlms h•ip Artrup;TM; wi qr drpwf l.Ixhll.oC,lere;ert ian•Eelxero Etlrtt aTx iu:•t1e1n16e G":B, xie tli:z cawsN glek idl k:<DCkk iJ.A air D RED K;uFr Erf'n:= H v/ xf •D;fepeM rqi rJnaian -- dxar iq li5h k: klsyeA e.oile?r kr7+ ! IDDr. Ip xi 1ff-L i. i<sgr apxx Ixc-y Nm Mi`:dr . xe ed Er ixf u, r ' unaa D ae .t - rM Is•E a, D , hd.xaran.n,nr lrmr Irsi"d .k..e rr-l. lk Anthony T. Tornbo III, F.E. r zp rY.ldlk Rm hklir title 7 ss. xdxiyk I I,ep' NI Me 'h d:kex a'!r iriliftd M DadNarD Apr ae [eY.:e:ix All 4 lha MAO "4M, -xlg. Imrzi t9rl it kil kitiiq Amiii, ., hmn iSsl.[.ktk IF. xOStLV tl x iril .pick iPl-In), @ esrxsbdmet xl tidhcdlhl .,D:ure: ,irts &.m,}xx xe lnss kxfe.bu. zdrss . z B1 63 rXe!.ir. xNdNa.reowl zg pa!e w xxh Nplk,'avaiv4. Ie¢k, Dn:x Gl'uisAr lk Se:lliy pxipw, Ln- tezr bra, xryiliq. AIl;ryMi.tl mx; xe as idtrelrc mi- 4451 St. LEICIe Blvd. Fort Pierce, FL 34a4oCoPrrigh?:'D 2Q164-I Iasi Uussei Artihoay i. tamha ill, P.E. &±arniunim!al this dornmo-nt, in ony form, is pfohihitzd wAhoul the yninenpermission fien A -I Raol Uosss- kethony i.lamho ill: P.[. Job Truss Truss Type City Ply RYAN HOMES / SUMMERLAND A0221704 WRCSUB5 FG2 FLOOR 1 Job Reference (optional) Al ttoor I russes, ron vierce, rL 54ti4o, oesignLa I YFUSS.Wln KVII. O. ICVJ IVVv IL CV I f III. O.ICVJ I .i ID:?sOQvllzBGko2hFpRYibzzzOpep-KSBlnlab9HFaRgV?Nvs9mmgPScXwY0086 npOp 1 7-7-7 10-1-3 1 12-7-8 1.5x4 11 1.5x4 II 3x10 = 1.5x4 11 1.5x4 II 3x6 = 1 3x6 = 2 3 4 5 6 7 2x4 11 1-8-0 2x4 II 12 7-7-7 3x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) 0.04 9-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(CT) 0.05 9-10 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horc(CT) 0.00 8 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix -MS Weight: 129 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W4: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. lb/size) 14 = 1362/0-3-8 (min. 0-1-8) 8 = 3025/0-3-8 (min.0-1-13) 11 = 5606/0-3-8 (min. 0-3-5) Max Grav 14 = 1381(LC 3) 8 = 3038(LC 4) 11 = 5606(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1202/0, 1-2=-1786/0, 2-3=-1786/0, 3-4=-1786/0, 4-5=-2681/0, 5-6=-2681/0, 6-7=-2681/0, 7-8=-1166/0 BOT CHORD 13-15=0/1 786, 12-15=0/1 786, 11-12=-1263/0, 11-16=-1263/0, 10-1 6=-1 263/0, 10-17=0/2681, 9-17=0/2681, 8-9=0/399 WEBS 1-13=0/1889, 4-12=0/3367, 4-11=-3850/0, 4-10=0/4387, 5-10=-281/0; 7-9=0/2465 NOTES- 1) 2-ply truss to be connected together with 1 Od 0,131"x3*) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 1 row at 0-7-0 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 floor live loads have been considered for this design. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1442 lb down at 2-1-12, 1442 lb down at 4-1-12, 1442 lb down at 6-1-12, 1442 lb down at 8-1-12, and 1442 lb down at 10-1-12, and 1446 lb down at 12-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-100, 8-14=-10 Concentrated Loads (lb) Vert: 8=-1446(B) 12=-1442(B) 9=-1442(B) 15=-1442(6)16=-1442(B)17=-1442(B) Wnq Fta,. nn«YII,+K.- .Imp:rD c'S^s:::Y;s[xuFMs.avmn n:gs,ux utt r.uxYcat[D:w[rrmo. tnnl a:ip w. @,: -1 xa aa:ll.:t ip oa.:tn; wain ldan.y l.I.c r.r_tM aFs;r:,td. slE::dr«'.Wandmu<ra..h u'txl wdel:;ullkereYklweer,kli.a-.trr..DesxeEyaa(ie..!ryndryE@rl@ n:;Leo@ roe«pe:Elr,«:e*@+dd.rd<, I •I•;r aitn k lupd@x:Ap t,;tn@•eFlxtaeNle,ne ml.rzip .r.;,I,{, s.xmallry. Anthony T.Tombo1II,P.E. W n@d C' gem le d:ra rte i saliRdB D k D W!x qn' Ih 6allnq e-' >9e wk+'d3 q @ II{ iWl I' df'Iq ok ra L!k p. I .toe lD@ w(fiea tl i. ;nd sng rnilm.. I eK 'nkldWe eN kegsiet de _i iaDihd = 90083 Me Ye llq Wugrn[oh d 41IM ssfMbp•1D EN ry A , lg+a•I- dt3ekllsg(cpext Sa'eh Ma @sa1(SIIpYk:kll t W>G.V x<Id itx P.a uryW mlalae.esrnuYlmer eNwtWsd!'.,o-..lsrs k rtt ll uNzadaMrel, Mess 4451 St. Lucie Blvd. etlnm MwedNeExhecl ep etn lw.IxrpWldrytre lnlsN.11el e,s Defa hr'x@iskr&6e.11iq klip,d, Lns:.MnErxstm HYq. AI srAdI.N.Wa: uersddael'e'N-I. Fort Pierce, EL 34946 C@pFrigpt.J 2916 A -I Roof Fratrc-Acihoep t.Iomaa ill: R.E R@N&LUOINIi 1MtSd0[pI11hRI.IR0Ay I0lCt, IS gfDAISjrLI'M9I19@I'Yi@WIIiMil vPf@ISSIOII II4W M1-Ig)DtFfYtY.S'AS:lI19Ry I.I]91S9III; R.E. Job Truss Truss Type QtY HOMES / SUMMERLANDWRCSUB5FG4FlatGirder P71YRYAN 1 A0221705 Reference (optional) RoofTrusses, cusses, Fort Pierce, FL 64`J4b, aesignLaitruss.com Hun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc.. Wed Jan 17 12:04:14 2018 Page 1 I D:?sOQvllzBGko2hFpRYibzzzOpep-oeig?ebDwbN R3g4Bxd NOJzNYzOpOHp2HQRZZLTzuTTI 3- 3-1 6-2-5 9-1-10 12-0-14 15-0-3 17-11-7 21-2-8 3- 3-1 2-11-5 2-11-5 2-11-5 2-11-5 2-11-5 3-3-1 Dead Load Defl. = 5/16 in 2x4 11 '" "' 500 MT20HS= — osc4 = 1.Dx4 11 4x10 = 2x4 11 1. 5x4 II LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) 0.33 13-14 766 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) 0.66 13-14 376 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.22 13-14 999 240 Weight: 195 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.2 *Except* W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 18 = 2452/0-7-4 (min. 0-1-9) 10 = 2459/0-7-4 (min. 0-1-9) Max Horz 18 = - 42(LC 6) Max Grav 18 = 2682(LC 2) 10 = 2687(LC 2) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1- 18=-2565/0, 1-19=-5418/0, 2- 19=-5418/0, 2-20=-5418/0, 20- 21=-5418/0, 3-21=-5418/0, 3- 4=-9196/0, 4-5=-9196/0, 5-6=-9196/0, 6- 7=-9196/0, 7-22=-5434/0, 22- 23=-5434/0, 8-23=-5434/0, 8- 24=-5434/0, 9-24=-5434/0, 9- 10=-2570/0 BOTCHORD 17- 18=0/327, 16-17=0/8187, 15-16=0/8187, 14- 15=0/8187,13-14=0/9196, 12- 13=0/8216, 11-12=0/8216, 10-11 =0/327 WEBS 1- 17=0/5373, 2-17=-792/0, 3- 17=-2931/196,3-14=-261/1068, 4- 14=-294/120, 5-13=-288/127, 7- 13=-302/1037, 7-11=-2945/178, 8- 11 =-793/0, 9-11 =0/5389 Continued on page 2 NOTES- 1) 2-ply truss to be connected together with 1 Od 0. 131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row 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) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 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 will fit between the bottom chord and any other members. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 489 lb down and 215 Ito up at 0-2-12, 109 lb down and 77 lb up at 1-0-0, 127 lb down and 63 lb up at 3-0-0, 203 lb down and 72 lb up at 5-0-0, 203 lb down and 72 lb up at 16-2-8, 127 lb down and 63 lb up at 18-2-81 and 109 lb down and 79 Ib up at 20-2-8, and 489 lb down and 219 lb up at 20-11-12 on top chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (pin Vert: 1-21=-185, 21-22=-60, 9-22=-185, 10-18=-20 Concentrated Loads (lb) Vert: 1=-489 9=-489 2=-127 8=-127 19=-109 20=- 203 23=-203 24=-109 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-21=-205, 21-22=-11O(F=-30), 9-22=-205, 10- 18=-20 Concentrated Loads (lb) Vert: 1=425 9=-425 2=-110 8=-110 19=-93 20=-177 23=- 177 24=-93 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase= 1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-21=-145, 21-22=-20, 9-22=-145, 10-18=-40 Concentrated Loads (lb) Vert: 1=-356 9=-356 2=-91 8=-91 19=-52 20=-149 23=- 149 24=-52 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=-87, 21-22=38, 9-22=-87, 10-18=-10 Horz: 1-18=21 Concentrated Loads (lb) Vert: 1=195 9=199 2=33 8=33 19=67 20=42 23=42 24- 69 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=-87, 21-22=38, 9-22=-87, 10-18=-10 Horz: 1-18=-31 Concentrated Loads (lb) Vert: 1=195 9=199 2=33 8=33 19=67 20=42 23=42 24= 69 6) Dead + 0.6 MWFRS Wind (Neg. Intemal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=-117, 21-22=8, 9-22=-1 17,10-18=-20 Horz: 1-18=41 Xrtiy fl:vt:!1ux kr.Mwfie'AIIE "19',c i,1" F fENlAtIlk5i JA0111'-1>iJS ENiWT-Y`i(11;'..4i€[RM k1'lere. wh tuippe; -tl'w red 't t,N-hsip Art< Rr"WNltlrwr 1. I.h U.,F idans Ske!kMe ru.[Mle, .iu ^xfNmtk Ito, ul, 161Fktamukr ylekssidlkFsel w.'k pChked t. As to U.nge. Egau ... p: hEHk`.M s! vryB; n}rc,Fnsmm,eFhxt d>p rrvh sue leaeu u3 ,pa: Ftn m;'li la-pdax,nFhS hFVJ Ig6r lt. aim 44L rx h•gaaulr kduF uIota .xhF m Anthony T. Tombo III, P.E. W .stdk ;s krm kilk Me m, "Ilh 0f.0 MeC !" 14410119W Me MIMF Dr- k9e irhl d-Me 01, d I(W 'he I I" famde W If, 1. Fk m rl df lge W, he dne 7ms, 4d"'k * .q Id 1 i : 0; h & pe iWgfa 89G& hkllu}o+i per wti laak Allexl o. W.lk lEC Rle pe."it Wpetf dMe hiw ('W IS#¢Wu rf IES5Wimi kl 1Stu dca t{ue asw pNaae 1H1iAun ne re s nne, ufd:&sd n.laa.rg:z eanwr.: WNxa;wmep eFe:cw.;aryt!rE*nn knn.a. larr.,soa,.p ErFuxe-sa.rne F.:kly arsipx atres_s.der Er 19 ger.:.i.,soe.ka. eer neta,s x.wn,Wr!:.ek„ 4451 St. Lucie Blvd. Free ..s:IdrF. ul;ynded:r:, seas em.at z-FLt Fort Pierce, FL 34946 oppighl 0 21116 A-1 Not 6ossu5- Anhnny t. Tomiu':IL H. Reotodufim al this darument, inonyform, sp!obililad wdhwF the w itionpormissian EaoaA IRoof 6essa, Aathooy 1. lamha ill, P.E. ob Truss QtY PIY RYAN HOMES / SUMMERLAND A0221705 WRCSU85 FG4 FiatsGyirder 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design(gsanrgss.com LOAD CASE(Sf Standard Concentrated Loads (lb) Vert: 1=215 9=219 2=63 8=63 19=77 20=72 23=72 24=79 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=-117, 21-22=8, 9-22=-117, 10-18=-20 Horz: 1-18=-11 Concentrated Loads (lb) Vert: 1=215 9=219 2=63 8=63 19=77 20=72 23=72 24=79 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=-87, 21-22=38, 9-22=-87, 10-18=-10 Horz: 1-18=12 Concentrated Loads (lb) Vert: 1=195 9=199 2=33 8=33 19=67 20=42 23=42 24=69 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=-87, 21-22=38, 9-22=-87, 10-18=-10 Horz: 1-18=-26 Concentrated Loads (lb) Vert: 1=195 9=199 2=33 8=33 19=67 20=42 23=42 24=69 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=-87, 21-22=38, 9-22=-87, 10-18=-10 Horz: 1-18=12 Concentrated Loads (lb) Vert: 1=195 9=199 2=33 8=33 19=67 20=42 23=42 24=69 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=-87, 21-22=38, 9-22=-87, 10-18=-10 Horz: 1-18=-26 Concentrated Loads (lb) Vert: 1=195 9=199 2=33 8=33 19=67 20=42 23=42 24=69 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=-117, 21-22=8, 9-22=-1 17,10-18=-20 Horz: 1-18=32 Concentrated Loads (lb) Vert: 1=215 9=219 2=63 8=63 19=77 20=72 23=72 24=79 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=-117, 21-22=8, 9-22=-117, 10-18=-20 Horz: 1-18=-6 Concentrated Loads (lb) Vert: 1=215 9=219 2=63 8=63 19=77 20=72 23=72 24=79 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-21=-185, 21-22=-100(F=-40), 9-22=-185, 10-18=-20 Concentrated Loads (lb) Vert: 1=-235 9=-235 2=-62 8=-62 19=-43 20=-100 23=-100 24=-43 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=-184, 21-22=-89(F=-30), 9-22=-184, 10-18=-20 Horz: 1-18=31 Concentrated Loads (lb) Run: a. fzu s rvov is cu i r runt. o. i<u a iau « ,. o y.. I D:?sOQvl IzBGko2h FpRYibzzzOpep-oelg?ebDwbNR3g4BxdNOJzNYzOpOHp2HQRZZLTzuTTI Standard Vert: 1=133 9=137 2=42 8=42 19=53 20=44 23=44 24=55 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-21=-184, 21-22=-89(F=-30), 9-22=-184, 10-18=-20 Horz: 1-18=-8 Concentrated Loads (lb) Vert: 1=133 9=137 2=42 8=42 19=53 20=44 23=44 24=55 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumberincrease=1.60, Plate lncrease=1.60 Uniform Loads (plf) Vert: 1-21=-184, 21-22=-89(F=-30), 9-22=-184, 10-18=-20 Horz: 1-18=24 Concentrated Loads (lb) Vert: 1=133 9=137 2=42 8=42 19=53 20=44 23=44 24=55 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumberincrease=1.60, Platelncrease=1.60 Uniform Loads (plf) Vert: 1-21=-184, 21-22=-89(F=-30), 9-22=-184, 10-18=-20 Horz: 1-18=-5 Concentrated Loads (lb) Vert: 1=133 9=137 2=42 8=42 19=53 20=44 23=44 24=55 Pateq flevs=.flxahle re lx311C . n"t -};: EG3HI WSfi Jkblll ffi'i CMt `C-.ICtC"3 f@o-YifCl 1rgrksip yme. iatai ! 's t st& yv brt'ie9[a'; ani Mt 4rhiry l.t le lt;r .id^. Sm!Ge1u .CI is ME IE I, x1Y Mikz >m& mft M - w:r oc, k dt o.>Csaerm Eq Har -....r E<p ' a IDsAy ana.tatm a.era 0Yvelsyt de. s,,* r 1pNN m fu IN/vn rnr T"SIP 4,4 r -douma-m Anthony T. Torntoo III, P.E. p . dr ., : mr Ytm:. - st r afmdet e,tt.,e+,e• >aar.l vYtdaa wuu «: ,an wknasv<a gtarmt:f' uig<d=wn t. Rr yp I/h mosRs arfiN dd [ts:.kemg. t« utl e. es: teas de p vl1/d = 80083 gtgn lNq U>siper wi (wn 'Ia. I,IfM 34' pit l>:IDC Ntlx pa'ite !}aAelsti dtuk W.q( edSdsh d IIShr lgskll r'ad SGA nd Nacp ,agNa i%-la.>fitestle rtsHoWmies ved 6:fasdle:bas>Gkpa:.ns0e.p:wstn ed lass N,teNNhrtl; vdess4451 St, i_UCIe Blvd. vtla.m vefinNhr:eenx vpadern'a v.wrp s, Wpvues itvfsN. r r >swr>:«Df sP.rne sJ:ua<,imn. L,s>.r;kx.(q .dn: a+.uiq_:g,pwi.d a evsad;rd;,mt- .Fort Pierce, FL 34946 eprright si ltl6 A -I RaolUrsses Arahoor i.lnmbo al, P.E. Roidwien dthis dwument i—V form, is prohil,M without At erifien ppfmissw lenm Ad 1W trusses- dnthoop 1. Iombo 111, P.E, Job Truss Truss Type QtY Ply RYAN HOMES / SUMMERLAND WRCSU65 FG5 Flat Girder 1 2 A0221706 Job Reference (optional) nwi r iu„n,, run ntatx, rL 5va46, oesfgnLa I irUss.GOm nun: UnLu s Nov lZ zui / rnnc a.i z0 5 Nov 12 2U1 / Mf I eK Industnes, Inc. wed Jan 17 12:04:14 2018 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-oelg?ebDwbN R3g4BxdNOJzNT?OOHHomHQRZZLTzuTTI 2-3-8 4-3-4 7-0-4 10-1-0 2-3-8 1-11-12 2-9-0 3-0-12 -- oxo — 3x4 = 2x4 4-3-4 7-0-4 10-1-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) 0.02 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(CT) 0.03 7 ->999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.78 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 98 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 9 = 1371/0-7-4 (min. 0-1-8) 6 = 1898/0-3-8 (min. 0-1-8) 8 = 3488/0-3-8 (min. 0-2-1) Max Horz 9 = 42(LC 6) Max Uplift 9 = 401(LC 4) 6 = 412(LC 5) 8 = 888(LC 5) Max Grav 9 = 1371(LC 1) 6 = 1898(LC 1) 8 = 3488(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-1004/303, 2-11=-203/776, 3-11=-203/776, 3-12=-2290/630, 12-13=-2290/630, 4-13=-2290/630, 4-14=-2290/630, 14-15=-2290/630, 5-15=-2290/630, 5-6=-1778/410 BOT CHORD 8-9=-268/829, 7-8=-776/203, 6-7=-138/562 WEBS 3-8=-2449/651, 3-7=-804/3271, 4-7=-1904/547, 5-7=-528/1837, 2-9=-817/282, 2-8=-1806/527 Continued on page 2 NOTES- 1) 2-ply truss to be connected together with 1 Od 0.131 "xY) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-8-0 oc. Bottom chords connected as follows: 2x4 - 1 row 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) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 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 will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401 lb uplift at joint 9, 412 lb uplift at joint 6 and 888 lb uplift at joint 8. 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 489 lb down and 215 lb up at 0-2-12, 109 lb down and 77 lb up at 1-0-0, 292 lb down and 267 Ib up at 2-0-0, 127 lb down and 63 lb up at 3-0-0, 292 lb down and 267 lb up at 4-0-0, 203 lb down and 72 lb up at 5-0-0, 292 lb down and 267 lb up at 6-0-0, 282 lb down and 91 lb up at 7-0-0, and 292 lb down and 267 lb up at 8-0-0, and 1444 lb down and 443 lb up at 8-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-430(F=-250), 3-5=-180, 6-9=-20 Concentrated Loads (lb) Vert: 1=-489 3=-292 4=-282 2=-292 10=-109 11=-127 12=-203 13=-292 14=-292 15=-1444 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-389(F=-219), 3-5=-200, 6-9=-20 Concentrated Loads (lb) Vert: 1=-425 3=-258 4=-246 2=-258 10=-93 11=-110 12=-177 13=-258 14=-258 15=-1263 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-265(F=-125), 3-5=-180, 6-9=-20 Concentrated Loads (lb) Vert: 1=-235 3=-155 4=-140 2=-155 10=43 11=-62 12=-100 13=-155 14=-155 15=-717 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60; Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=416(F=-315), 3-5=-131, 6-9=-20 Horz: 1-9=31 Concentrated Loads (lb) Vert: 1=133 3=183 4=53 2=183 10=53 11=42 12=44 13=183 14=183 15=198 16) Dead + 0.75 Roof Live (be[.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-343(F=-242), 3-5=-131, 6-9=-20 Horz: 1-9=-8 Concentrated Loads (lb) Vert: 1=133 3=183 4=53 2=183 10=53 11=42 12=44 13=183 14=183 15=198 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) dwtii;-fleas-tixngklr rz*R'.N 1.110 :?IS;S3 S-i.sEilaii lilkS6tJnDIOvYi(SS.DMi'W 1"Si1.K @E[5lI;iP lxn. tirAt prig ie a-+lrr,ui•erl wssxR.Lsf&si;e DnrirF,"[:; wi Nr tnlw7t.IuM h:•r;_id^.a tSw!Mne nz.'tlrlr,s ela'.ix T.ANn1Ee tFD, ult INIii (0.YW diif k1lkEf tN'SM'DDhlt A. ASiISi:iD!Sln Eqm- I hj (i.Alm'.N Naq'ta rtryY. Fn n;gPl%tFr Ni %itt-BIIigI9Y liF -NWr d"kFl '+yB igxfNpt h}]NF ht1DD It Fd I%-i IX It lgi 14ir:_ WIN 3a1 'Ar Anthony T. Tor..bo III, P.E. udh-. Gin7k ld Nzt p':IiItNNiO NeC S AM- ipne h_Wf1epD W n'Ls whf A" it Nt li(xf ikl 1"tliq ik ni lnl ile % h IDBMmr Did n»t 7. ss: W«eiq kxi M i, dlvNn .h - . htc / - liryd E 8008-1N &Ida7D -ryer ass (EihEM illydi _rA ie1D Ntcry [i aeei p: tis4' sAtak ldyt cpc lS 4lr lda N FILPIi lti,hikl. BSKi eb iar yx cpiki.l%I cdwes Neegns Latf wi bfiesdlk) ,bi,ier; 5essk uamtr en irzss 4u.h;ka nhss iNn• rhiNNi;i Mw e%is*.ntrghofpithsndiN.]hti•..ikev14—VI1hk%igDn,pn,nLus,.ineuEet®i i'n.hi.fliq.Sll.gMdeNass,neEsddiceln.:fl1. 4451St.LUdeBlvd Cepnigpi' 2ti164i MnoiBnasztArahnny l.lnnbnili:P.E.&euodwiinn olihisdocament,inony Porm. isplohilitedwithoutthemitienpermiaianfinm A -I gaai Gu>ntAnihoap i. iemho ill:7.E: Fort Pierce, EL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0221706 WRCSUB5 FG5 Flat Girder 2 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:14 2018 Page 2 I D:?sOQvl IzBGko2hFpRYibzzzOpep-oelg?ebDwbNR3g4BxdNOJzNT?OOHHomHQRZZLTzuTTI LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-395(F=-294), 3-5=-131, 6-9=-20 Horz: 1-9=24 Concentrated Loads (lb) Vert: 1=133 3=183 4=53 2=183 10=53 11=42 12=44 13=183 14=183 15=198 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-343(F=-242), 3-5=-131, 6-9=-20 Horz: 1-9=-5 Concentrated Loads (lb) Vert: 1=133 3=183 4=53 2=183 10=53 11=42 12=44 13=183 14=183 15=198 Mark[ -Fore nneuNrrmr. Ae'b110'.I'IC!3 Si :i i[C7FI IiWSd[.'Po.D'AcIS(if'CMi't/rr1 HC6:Yt[LM1Y[krbe. irih ksip wmintai rnl sa!tis lrasksiy0rtr'vg!IR';: W& i0im, L InkIA;1 -Ironer Sief`tehre n!. kelt:s dRnria Md nRe ltto. nk wt,ia.rm rn:::pkadiKutDDakrd.a;rtr.:.Drs Fgkeeir.e.5p d!rErpan},desslarElWigrtudsrrrr rSedlknm:skWn{k::iigrn+o:itiM.MSr4sgrd9esn rLrs:favdntklODny,aeatflt.Ikiryrcaerrm,InikgodGin;saluM Anthony T.TomboIll, P.F. wn do ns I—l"kirsh m. q ,rlmdm D+,r., or D..e wMure y,m n MiI1kg0 geer,k3e wkdda n'ne IN +kr kml .ukr ne at IN I. rk m d8n tDDm wn rnN dtk r. :,: waakg Mryr eskrdiaae bwwg sir kM gra.umri a 80083 1hb; oIwr5r'" Wfxk1I.ADat dM ifli 01*W. Writla.6 tkkld:q[xpe lSApM. N[A wr d tor} dpdrw mld r: nr r:ra:ml k,Me,M,a:tr..c:ir<.n,.r„Dr:r+gaa as tw,:gamma<r, aks, 44515t. Lucie Blvd. rnnwi w" h. fOrmdM rpr kwit. 4 aOro. i NdIretu. Dr,«[q— h Ftnr kl6q Wr .I sSir.. Bgie dny 0:114 bn,glWoO --, Mini TM Fort Pierce, FL 34946 oppighl 0 2016 4-1 Roof Losses- Amboy 1. Iombo IIIj E. Repiodwimod this dororow. ineoy form, is plolilirei w9boolfho wrinen permission from 4-1 Roof trusses- drrhanp 1. loose il0J. Job Truss Truss Type QtY Ply RYAN HOMES / SUMMERLAND A0221707 WRCSUBS FL01 Floor 6 1 Job Reference (optional) ne r uve i iwaea, run ricir.c, r rea o, ucaeynle>,a nlwawm 0-1-8 H1 260 3x8 = 1 a Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04A5 2018 Page 1 ID:?sOQvl IzBGko2hFpRYibzzzOpep-GgJ2C_crhu V IhzeN VKudrBvb4QA90FPRe5l7twzuTTk 2-2-8 20 I o-H 8 Dead Load Defl. = 3/16 in 3x4 = 3x4 = 3x6 FP= 3x8 = d 0 22L o ov 2 3x6 = 3x8 = 3x12 MT20HS FP= 3x4 = 3x4 = 3x8 = 3x6 = 21 Plate Offsets (X,Y)— 1:Edge 0-0-12],[13:0-2-8 Edge],[14:0-1-8 Edge] [15:0-1-8 Edge] [19:0-1-8 0-0-12] [21:0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) 0.46 13-14 544 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) 0.64 13-14 391 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 104 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) "Except` T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No-3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-14. REACTIONS. (lb/size) 12 = 1146/0-7-4 (min.0-1-8) 18 = 1146/0-7-4 (min.0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3712/0, 3-4=-3712/0, 4-5=-4887/0, 5-6=-4887/0, 6-7=-4887/0, 7-8=-3716/0, 8-9=-3716/0, 9-10=-3716/0 BOT CHORD 17-18=0/2159, 16-17=0/4616, 15-16=0/4616, 14-15=0/4887, 13-14=0/4613, 12-13=0/2166 WEBS 10-12=-2395/0, 2-18=-2387/0, 10-13=0/1713, 2-17=0/1717, 3-17=-263/0, 7-13=-992/0, 4-17=-1000/0, 7-14=-122/736, 4-15=-89l796, 5-15=-476/26, 6-14=-281/3 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ke"ht FIm=1lemtllr nrev bt'Ai ig ?tIS 3'Y:i'eER7A!I1146:Jk0111vNS:JS'.Oil!M:17.1nk-G:!EswENr h,r.trrdt cuip p;w0ecn4r.1 Nnnsi; rim hsip Ors'mq'r'W th tdtnr 1. Wh IS. E.:. 11— 5! ke., •. Ldnt a'Rxaiu sxtelnlEe ICB, a1/ iHiri can.ke tleh szN 3ttsNi.f.gguk,dL lzeimsgt.¢Etgrenr:e aakJ htrre IMszlnar Jtg nprn n;epx datpdt srxleetk W ;tikn iKhkdpolk retie! tnNdAlkiDh I'm rfll 1. xye srr leexdt e4i ,dde:m ui.udL 1.enyr a Ik rm:lmde"o..r•deo.M, qee M.kdtigMrgr,uesnkddMll.hruc ehkrd 1 rNeoE1PI.nr idnrrtum rrN dtlrntS:sdN MthonyT. 80083 EI[,P.E. my typo n yb tdrtp tblWrnek Wiktla uard =80083dkBtpOs}tas(dednAdnhssrepahl6GtNlMknnlp bndskidq(speNhhN.sN. i5!— pf s!"!Wi.A" NarYadpNe4im.efimknpeS4tnalbtisdkl a?r;,nthp;wennlmsYudtdru,NstXe.it. NmNNtimrad epettopav!4gl. dlpties iettkN. lh ln.s ktw Eghr.r it k:I Ae kMiq gesipa_r Lrs:.rsurhptcdm, twdq SA etMeN:nr, wenddieNs RLI. 4451 SC. Lurie Blvd. eppight9lglb R lixl Uo>ses-helbonp lJanho!II, P.E. Reamiunix=3 this dwement, in onyfotm,!s prohihitzd without'he refien permissiaehen AI Naol LrszsAethomy i. Jamho!II, f,E. Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND A0221708 WRCSUBS FL02 Floor 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 0-1-8 H' 2 -6-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MfTek Industries, Inc. Wed Jan 17 12:04:16 2018 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-k 1 tQQKcTSCe917Da32QsOOSpxgXZliJatl2gQMzuTTj 1 -0-0 i 1 2-1-0 1__ 0 10-8 0-H 8 Dead Load Defl. = 1/8 in 0 24 0 0 oq 2310 3x6 = 3x8 = 3x8 MT20HS FP-- 3x3 = 3x3 = 3x8 = 3x6 = 3x3 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1,00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS. (lb/size) 14 = 1734/0-3-8 (min. 0-1-8) 20 = 105710-7-4 (min. 0-1-8) Max Grav 14 = 1734(LC 1) 20 = 1079(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-23=-536/0, 23-24=-536/0, 12-24=-536/0, 2-3=-3433/0, 3-4=-3433/0, 4-5=-4338/0, 5-6=-4338/0, 6-7=-4338/0, 7-8=-3389/0, 8-9=-3389/0, 9-10=-3389/0, 10-11=0/454 BOT CHORD 19-20=0/2021, 18-19=0/4187, 17-18=0/4187, 16-17=0/4338, 15-16=0/4170, 14-15=0/1962, 13-14=-454/0 WEBS 11-14=-716/0, 2-20=-2234/0, 10-14=-2280/0, 2-19=0/1562, 10-15=0/1629, 3-19=-257/0, 9-15=-265/0, 4-19=-833/0, 7-15=-917/0, 4-17=-230/612, 5-17=-371/114, 6-16=-417/68, 11-13=0/688, 7-16=-1431699 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. CSI. DEFL. in (loc) I/deft L/d TC 0.74 Vert(LL) 0.3516-17 686 360 BC 0.84 Vert(CT) 0.47 16-17 507 240 WB 0.78 Horz(CT) 0.08 14 n/a n/a Matrix-S 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-20=-10, 1-12=-100 Concentrated Loads (lb) Vert:12=-500 21-2-8 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 108 lb FT = 0 % F, 0 % E tYcriq fleet Yn"Fkl! nhr tk'LI10;, 71Ftg'S;l^., e[}[/AI It[YS 6 ri1kGlYufS ig}igY I,-[Ui:f%i[CtiitFAY;Yr Me. hrAr kslp pnmtlm uE:nl xkt r4's L•rn Eesip Cnr's}p6Jjwi Ik ittlnr L Irtke IF., r_ leh+ms SiM.ldxe r«_ &k:f iMtiix n[hi n Re ice, nlr -- Niirk—?W, sidlkrsNW.kIN. k rdd. L.I- ksa 14aan4 e.`-IMu}} bp ?' lksalwm"N"Psats....nmdb}rde.snulxrireayrr.}a:dilsrW. k ksyvd&;.*1..;Inmdo fee IN vp.uin TML['m z:p ns,xpws, kniry uMGiut. s Wl Anthony T. Tombo Ill, P.E. Wmdk ns 4, wldMa k } txlihdkg en, k C+en Mgek p UdigI", fskwkndm MCd Y[ if kslbYry<rk W}N} 11r ep .Idn NAw eq fieN dB rms, irdxy kr8y. Mrye inMlrtYn kaq sad kknspnddY?d 80083 k s; um}as perm[wr'ala }sett m:M. toe 14e pNxn Iryrcd:ndtkkiva}[a}ar Isatn and u}pr kes ekr. Isru rid d } dpiM Inlednesn.R,}res im sWam,dnt,., ks.pn, ass ae:r:,r.nWlnss Yu.n;Mn nkss 445: St. Lucie Blvd. rkr.isr refinMNa:#9M rpeeurra'er.pax lT rl}a om uulM. tmla ges:aG}bni is l.f Me iu.IlY}&sl}w, lr.u.rne:[r} dn, }'. Yiry. :Il«pM.elx.:, nr deYndir. Tl 1. Fort Pierce, FL 34946 Cgyrighl'DMCA I kaf Lusses-Ar my 1. Iamb. Ill, Ill &eproewix of this dorumem, irtm form, is pmhi iled w homthe doaf iiuss=s Arahoop i.lomho ill: P.E. Job Truss Truss Type ty Ply RYAN HOMES / SUMMERLAND WRCSUB5 FL03 Floor Q d A0221709 Job Reference (optional) Al Hoot I russes, Fort Pierce, I-L 34946, tlesign(o)altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:17 2018 Page 1 I D:?sOQvIlzB Gko2hFpRYibzzzOpep-CDRodgd5DWmOwHomclx5xc??dDsLU8Gj6Pn DyozuTTi 0-1-8 H I 2-6-0 I 1I -01 F 2-0-12 1 0-01 1 54 1 O -A-8 Dead Load Defl. = 1/8 in 3x6 = 3x4 = 3x4 = 3x6 FP= 3x8 = 3x3 II 3x4 = 3x3 3x4 = 3x8 = 3x3 = 3x8 MT20HS FP-- 3x8 = 3x8 = 3x6 = 1.5x4 SP= 3x4 = LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) *Except* B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 24 = 990/0-7-4 (min.0-1-8) 15 =-28/0-3-8 (min. 0-1-8) 18 = 1830/0-3-8 (min. 0-1-8) Max Uplift 15 =-215(LC 3) Max Grav 24 = 1001(LC 10) 15 = 180(LC 4) 18 = 1830(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3106/0, 3-4=-3106/0, 4-5=-3703/0, 5-6=-3703/0, 6-7=-3703/0, 7-8=-2465/0, 8-9=-2465/0, 9- 1 0=-2465/0, 10-11=0/1560, 11-12=0/1560,12-13=-112/480 BOTCHORD 23-24=0/1859, 22-23=0/3685, 21-22=0/3703, 20-21=0/3406, 19-20=0/3406, 18-19=0/872, 17-18=480/112, 16-17=480/112, 15-16=-480/112 WEBS 2-24=-2055/0, 10-18=-2461/0, 2-23=0/1379, 10-19=0/1802, 3-23=-251/0, 8-19=-274/0, 4-23=-641/0, 7-19=-1074/0, 4-22=-302/408, 5-22=-253/159, 6-21=-461/0, 13-15=-141/634, 12-18=-1346/0, 7-21=01766 CSI. DEFL. in (loc) I/defl L/d TC 0.68 Vert(LL) 0.32 22-23 731 360 BC 0.94 Vert(CT) 0.44 22-23 533 240 WB 0.86 Horz(CT) 0.07 18 n/a n/a Matrix-S NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint 15. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 130 lb FT = 0%F, 0%E Mrdq Flnv Mnxgkir rerletih 1 1 loll ?INc3 k' i eIA;IAI V110i& Mmflofi cuilom too 1RAi fIK4:Yr Ma. tko lip pnx..gnt nfrnl w3tn M I—Wip D-m.1 ,nik 4dNe/1.l b. W. r. Iel:n;t 5. Idre- il", A,s'Nse tuid n Re 1011.n1, IhT=ik—da rldn!k11-4 fa xt TDo1ek dd U,1..5 Ono Ili p,glq 6rkn A !sl to sry'I, rgnsMsn-1-0>fp A;5-l(gkvq pn:Ribr le lays it tx;ullt*m indd u tk IN telf, aiiri TM 1. In 6 ip epa kiiy Ir]n uihk?at Anthony T. Tom6o III, P.E. Zt k10wROeuprea(wr¢iq ANeeh;sregklklECn/tepecannlirei dMklid'gpape:elSdtkMxxean(xS pNkaehl-eN>m:tsdnmNb.seNas 1r4lufak61aNtlNdhB2 80083 An—mdh.(". ipn".41,?RnhNrsYn it»iMIrtfinskt:w EyareirsEltk k:U ors lteu sm.te ,nei.0 roq.; ku:.dn: 4451 St. Lucie Blvd. w pna rndnNulaaxn;.enameNxm1C01r11111 TOI k AI1)D11mses-OtIORy'I.IJC!]d'eII,P.E.RP t000ni!)IIIIISADtUm8A1.iA9Py(9fm,ISptOhtSII2d'xilh/Ui!FP MItIM rPf@ISSIOPiiPOAI R]DI E(YfS:S F.iRORr t.IOm]OIII; P.L Fort Pierce, FL 34446 Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0221710 WRCSUB5 FL04 Floor 1 1 Job Reference (optional) Al moot I russes, Tort Merce, t-L 34y4b, oesign/ofaltruss.com 0-1-8 H ' 2-6-0 i 1.5x4 II 1.5x4 = 3x4 = 1 2 112 1 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:17 2018 Page 1 I D:?sOQvilzBGko2hFpRYib=Opep-CDRodgd5DW mOwHomclx5xc?zADuJU FYj6PnDyozuTTi 3x3 II 3x3 II 3 4 Ox8 Dead Load Defl. = 1 /16 in 1.5x4 II 3x4 = 1.5x4 = 5 6 Ltl d' 9 8 3x6 = 3x4 = 3x6 = 3x6 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) 0.23 7-8 672 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) 0.32 7-8 494 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.03 7 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix-S Weight: 67 lb FT = 0 % F, O E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7 = 714/0-3-8 (min. 0-1-8) 10 = 721/0-7-4 (min.0-1-8) Max Grav 7 = 714(LC 1) 10 = 721(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1928/0, 3-4=-1928/0, 4-5=-1928/0 BOT CHORD 9-10=0/1263, 8-9=0/1928, 7-8=0/1284 WEBS 5-7=-1408/0, 2-10=-1396/0, 5-8=0/808, 2-9=0/825, 4-8=-255/0, 3-9=-263/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Si'rieg Flute naxFtlr rtemx ne A-I10;::lB;SS'Se:.B';,a(C31tI.W56.JABIIIJU iUS CM'FUt!`;;fCis;BtFBeM:kin:a.ir.At'P!°'9'-s ui rnf axes n'kst:nt Cnp xsl;IH:', wdne![Mg7. iecie Y.F:.lek:'ee,'t iic!leixe r 4rnv 5xt se;hlelnne t:A, nii OsTea< ,tnuts;eels:..eFW,WDruktaa A,eTit! sI)-Eq—,;e.tr;nar[koeev,.n..edn9rtw,":rnsdMTm;ueni kr l.k imp1—hIMnneWait, nentnl. N-p—.FWS,nait mm,t:, n ar AnthonyT. Tombo I11, P.E. Kean ,n a, nlax n p :.inen e,ee, n. m i nelxumB an wrni n n x Fx u i ny d FrLT" pr 10W[am ,B.ut rut 1n,.su'64 Ken ftp' whihii.wr _,;dk m niya = 80083 neta:nwrot .rewn., nr alnl-:dieWI diupeMm Mrilhe 1-hlamtayn ikill 4451 5t. Lucie Blvd. ene ew ceFmHh. ia.nxt egnar :ewCu l!al pea=tnarsl.lmra,.Bes.ptyaxfs t_i tk kllm&si;ze,.atrusr$rsl,Et e:xn,t.'Itlq. I; paaeei:na:, n. n Ai.el u.'n.l. Fort Pierce, FL 34946 oPyright 1416AIRaof 6uss= s Aulhony[.lemiailO.E. Reputimli .0this darnmeat, iooay form, is Prohibited afihoutths wFi"n Prnmissiaa Gem A-113i [Fusses - hifiny 1.[amho ill: P.I. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0221711 WRCSUBS FL05G FLOOR GIRDER 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:18 2018 Page 1 ID:?sOQvl IzBGko2hFpRYibzzzOpep-hP_BrOej_putYRNyATSKTpXCHdJYDkZtL3XnU FzuTTh 3x611 1-3-0 3x611 1-1-8 3x611 3x611 2 W LT' w, w ' o 0 1-5x4 11 1.5x4 11 - 7 6 5 3x3 = 3x3 = 4-1-8 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) 0.01 6 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT) 0.02 6 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017ITP12014 Matrix-S Weight: 27 lb FT = O % F, 0 % E LUMBER - TOP CHORD 2x4 SP No2(flat) BOT CHORD 2x4 SP No2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 607/0-6-14 (min. 0-1-8) 5 = 714/Mechanical Max Grav 8 = 607(LC 1) 5 = 714(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1001/0, 3-9=-1001/0 BOT CHORD 7-8=0/1001, 6-7=0/1001, 5-6=0/1001 WEBS 2-8=-1194/0, 3-5=-1194/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-7, 1-4=-67 Concentrated Loads (lb) Vert:9=-1028 daxEt 9xq'..xiAgk. ryxkr ks F1'3r16U5'v`,St.l"sF!<adt T-Etpl bk'`:.MS:?iN`i5[Err,.SS',k'.:NE'br9-Pxfi ksn gaeaEeserdr<N unsa(Xl-RttD's+;E sr ieS:i@g;':ral4t`srgL.eeris iP,),E. hMenx 4ieN tr#u su tkr; aradx e Mn3r [GD. xM e1:o- rxg z taiknaM dr itPwxveiii i ei skp'ew ",*'44 mp.. k n:.-4IDD x r+.-W.' x 4, yer - i Pdut ,pef well. & 'egf:l iq,,W tk 10k Wr IN :az aF 3 r puns. z i h}r!?! e+m t im- x rp.armsp+ & wr` wwa Kr en" bws Anthony T. T ombn ti:; F.E. g rw k w a s Anag;w NI_ gmggrdd& i x a t n w eth'gsk k5 w 80083 to lebg'x y ut(eenrr-x i—'d W. IiM W f ptes rsds s f w wirq t id+rtrxxar ttSf MirsaetnTy, W Sri —4h g i 0 I '.frees dy res7o sa a't W bxs 0Iu I'- s inyq", itri+Ots Eo-yrwe of trrz, Mmnnn«r>i,wkzn 4451 St. Ui e Brvd- xhn.iaMwei?.t.ce^<r7 yreN pre.dsangNek iaae nhd. Skin 3.s p Eryurs s:XD to khing,:zixr mg ss Srye" im-0w Wig. A7 uPi dh ersailiis IN, opyrighl s3i 3Dl8 kl kaoitsestts-AogAeatt tambo ll,P,E.z,.produtiian oiihltdommeot, is aapL v. rs pruk>&ited.?fboog ibe wrieea pnmrszae#rom A-79aa17reszRz-Avibaag t.ta la 3II, P.0 _ Fart Perce, EL 3494 Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0221712 WRCSUB5 FL06GE Floor Supported Gable 1 1 Job Reference (optional) At moot I russes, tort Pierce, rL Abl4b, oeslgn(mattruss.com Nun: 6.tZu s NOV tZ Zu I i rnnr. OAZU s NOV 1Z Zut r MI I eK maustnes, Inc. vveo ran I r Icu4: iu zu io rage I I D:?sOQvilzBGko2hFpRYibzzzOpep-9bYZ2LfM170kAby8kAZZ014UQ l lJyFhOZjGKOhzuTTg 0-A-8 0-A-8 LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BOLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 34-35,33-34,31-33,30-31,29-30. REACTIONS. All bearings 24-7-0. lb) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 22. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 24-7-0 24-7-0 CSI. DEFL. in (loc) I/deft L/d TIC 0.08 Vert(LL) n/a n/a 999 BC 0.01 Vert(CT) n/a n/a 999 WB 0.03 Horz(CT) -0.00 22 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weiqht: 111 Ib FT = 0 %F, 0%E iSaaq- Haze:,trr,:p'+.;pd lie t,l:77rUSiEiCSEt[cr;CiR:r;''.[4'.}tUkt"12#s:4`.tCMt"t1[t3e(CKI%iGYF%r'Mn.Ye:hhtntn.Wsme,Mdh:abs'_;a,Wsa:."ttot;.i.i Mh,p I. ]&llr l,{4h:ms5lM h,w_ I eu d,,+ae sfieauxt!Do v d r«tdu a -.it it I.Mitknw} t y:y»x,-_.,p4rnr ;,irseaoa}7GG s ux:epw -shade w xhtr:pwla%Yfa6erasyed[k:.«yia rided.ner7oM. aa1[tl NNr%es.rlimyb,i&q a :+ - AnthonyT TorrboI:I,P.E. xFn dM t [ w.%:hequ::iHmdpzwu.a, .«smm«dr#d«aeee:wrh,«.he»ndue rr,ax Mkdb:e y,r «d »I 1.4rrodde l.rea d r,u!> =,h1«m.+dr rtssd:hxe a}:d ` 80083 uwlfiq rsipredt oaa 4,«„ ewuwrsm p x.KarmHms,tnrwta txm sd<,Ir rarnatiedns3dt. tsKr : enxt«P.rd ix. rn ,a;e .e r;,mf:ne:r.>a;.,sNd e,l: M tq aegns,w .: , - 4451. St. Lurie Blvd. e4nme hvdgt.m-`v3xsed greYn:lighd Nne,a,d.ed.'h rnr ietiQbrlrx;:%aA: wcnq xawv.«tass.y,rtn Egdeeammth7. is wns:ed'ca. a, es i{.helntlFl. Fort Pleree, FL 3.946 laptrigAl t016 A-1 tool iaosses-Anthce%I.Iomholll,tt. Peptodation of Ibis dame, i..,j IN" lht writlnpmmizuenfiom A-1 loot I'm's-Anthuyl. lomhn llL P.L Job Truss Truss Type aty Ply RYAN HOMES / SUMMERLAND A0221713 WRCSUBS FL07 Floor 6 1 Job Reference (optional) Al moot I russes, Fort Fierce, t-L 34H46, aeslgnimaltruss.com 0-1-8 HI 2-60 stun: 6.1ZD s Nov 1Z Zu1 r Fnnt: S.IZD s Nov I ZulIt mi t ex Inaustnes, Inc. Wea Jan It IZ:u4:Z1Jwits rage 1 I D:?s00vI1zBGko2h FpRYibzzzOpep-do6xFhf_W R8anlXLIuUoYEdcrRv7hZOAoN0uZ7zuTTf 2- 0-0 0-A-8 Dead Load Defl. = 1 /4 in Sx6 = 1. 5x4 II 3x6 FP= 1. 5x4 = 4x8 = 1.5x4 11 5x6 = 1 7 1 A A A 7 A O 1!e 11 11 1. 5x4 II 1. 5x4 11 4x8 = 1.5x4 = 11 - 1S 48 = 3x8 MT20HS FP-- 1.5x4 II 1.5x4 II 4x8 = 3x6 WB= 1: 0-3-0,Edge), (17:0 LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 TCDL 10.0 Lumber DOL 1.00 BC 0.80 BCLL 0.0 Rep Stress Incr YES WB 0.60 BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) *Except* W2: 2x4 SP No.2(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 24 = 1335/0-7-4 (min. 0-1-8) 16 = 1329/0-3-8 (min. 0-1-8) Max Grav 24 = 1335(LC 1) 16 = 1329(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-4496/0, 3-4=-4496/0, 4-5=-4489/0, 5- 6=-6937/0, 6-7=-6937/0, 7-8=-6971/0, 8- 9=-6949/0, 9-10=-6949/0, 10- 1 1=-6949/0,11-12=-4529/0, 12- 13=4536/0, 13-14=-453610 BOT CHORD 23-24=0/2567, 22-23= 0/5971, 21-22=0/5971, 20-21= 0/6971, 19-20=0/6971, 18-19= 0/6971, 17-18=0/5996, 16-17= 0/2620 WEBS 2-24=-2838/0, 2- 23= 0/2133, 5-23=-1616/0, 14-16=-2879/0, 14-17= 0/2118, 11-17=-1600/0, 11-18= 0/1043, 9-18=-554/142,5-21= 0/1057, 6-21=-546/148, 7-21=- 707/513, 8-18=-693/527 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 24-7-0 DEFL. in (loc) I/defl Ud Vert(LL)-0.5919-20 >494 360 Vert(CT)-0.8119-20 >358 240 Horz(CT) 0.14 16 n/ a n/a 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3••) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard O 27 ) C o15 PLATES GRIP MT20 244/190MT20HS 187/143 Weight: 139 lb FT = 0%F, 0%E ar:a6r Flen Ilxxellr re.ier tie'61 f0;i rICSt3; Sti6';'s!i3F! I[YS r:J1011Ivei!D570Y i MEY`,{Irh'YE[fiY;Yr hra. IrMI ingr p:eaert rei nl ens a Ris Irnt Ceeip Drtrq!IAI; nd tie Idewr I. IwDe IIt, F.?. irknit Sie±•tdxe x. Dxhu dEnaiu nlet n tlr ICi,nlr Yi7skel.dY Oth, nell to xr DCu krat tsoln;s 0-w Eq -. F o6t Y;snw.7Y;eepesernrargAm do incm.legiamiq ;:pr:Ilikh rn Ye k yod 6, S*t iF ahe IN n. W. In Txkge spun, Iuoq - t dy Anthony T. Tombo III, P.E. Nne Ih w)iNlam' h. rreiailmddeOreei,MCru dWinegednY•InN'egD aa,ie>Re gendf Y Yrlx It4M.el INgerbnt7il (k Frn•1 rrDlnN>Mfi;N dY l.n,N•lylnelin 1 qe- YId' h etirll pK"Iry+d 80083 Ye 8+71gD }x ere [wur:hr DD xfes sP adumlUC eN!h taCire: eel rrwlnn dth Mldgt ¢pe IinhlA ad' ttSlil IG,kll I." ISG.i ee Ada IWr rA dpN¢.InleMen YengnsiM4nes nlbnesd IN La.•D•si¢es:.mu inm 4— M inn Nmhtlnet, cdns 4451 St. Lucie Blvd. edsrns ploMNe:xmeet eq gabr.mqleedpliesNnlredIae7ra•De•.n Egmx sC IYekU Dnipn_arLn•.rnex hFYsndm Wliq. sll:gWirN Ax,nn9dixihnl. Fort Pierce, FL 34946 oppigitD 29165 1 faai llYlsa Artdoar i.73n6o Ai; p.E. Rtpsaituti:u al t6isdo<umeat, in arty hrm, ispmkilitzd r; ehsu4'!Il wtittenpamissias LnA A I foal Fnlstl Ar:7poar i. iam9s III; P.E. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND A0221714 WRCSUB5 FL08 FLOOR 6 1 Job Reference (optional) A Koor i russes, tort vierce, tL .54y4b, oesignLa i iruss.com 0-1-8 HI 2-6-0 1.5x4 II 1.5x4 = 400 = 5x6 = 5x6 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:20 2018 Page 1 I D:?sOQvIlzBGko2hFpRYibzzzOpep-do6xFhf_W R8anlXLI uUoYEdag RzFhWJAoNOuZ7zuTTf 2-0-0 2-3-4 Dead Load Deft. = 114 in 3x6 II 4x6 II 3x6 FP= 3x6 FP= 3x6 11 3x6 11 5x6 = 5x6 = 4x10 = 1.5x4 11 28 27 26 25 24 23 22 21 20 19 18 17 4x6 = Sx10 = 3x8 MT20HS FP-- 5x6 = 3x6 I I 3x8 MT20HS FP-- 5x10 = 4x6 = 3x6 11 5x6 = Plate Offsets (X,Y)— [1 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) *Except* W3: 2x4 SP No.2(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 28 = 1452/0-7-4 (min. 0-1-8) 17 = 1452/Mechanical Max Grav 28 = 1452(LC 1) 17 = 1452(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5262/0, 3-4=-5241/0, 4-5=-5262/0, 5-6=-8371/0, 6-7=-8371/0, 7-8=-8371/0, 8-9=-8704/0, 9-10=-8345/0, 10-1 1=-8345/0,11-12=-8345/0, 12-13=-5245/0, 13-14=-5197/0, 14-15=-5245/0 BOT CHORD 27-28=0/2745, 26-27=0/2740, 25-26=017271, 24-25=017271, 23-24=0/8704,22-23=0/8704, 21-22=0/8704, 20-21=0/8704, 19-20=017276, 18-19=0/2738, 17-18=0/2746 WEBS 15-17=-3051/0, 2-28=-3050/0, 15-19=0/2726, 2-26=0/2745, 12-19=-2205/0, 5-26=-2181/0, 12-20=0/1 160, 5-24=011 194, 10-20=-253/169, 6-24=-287/63, 9-20=-1080/310, 8-24=-1041/343 26-7-12 26-7-12 12:0-3-0,Edge), [13:0-3-0,Edge], [1 CSI. DEFL. in (loc) I/defl L/d TC 0.43 Vert(LL) 0.63 22-23 503 360 BC 0.54 Vert(CT) 0.87 22-23 366 240 WB 0.77 Horz(CT) 0.12 17 n/a n/a Matrix-S NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 187 lb FT = 0 % F, 0 % E d 'Ia,r,..r3m>>,s r-cra.r;¢_ua rs¢r::aafern.a,r su fs+a:,.,:Gm i¢s;ms mPi--irr.ri:,Eu ek wf,.meFa:mom ca:«h Jwrtxe+r,x„dlalwiem*„ea.,,.r.+n.+:nwr«reiparzxwoa-tr:Er.Wt¢rt*w W'lnlAnthony ';.Tor.;bohi, i<.E,- rtsx iroslaw.F« uap>xr-»ewsik- .ro -r re.aim« rxm; y -exx:m aeux>x wed r :w nl.Imgp«,daaEi.0 ,:ax d «.¢i a wye.inlmnnElxarseEkOew«asrd 80083 Enx ele.:ysr rsnatr t ,,,a fader an.pa* saaras xn, mum, iee, gxam €t rptt. ar asps trcMett eiu4 rNua_€?t gnu s4e m:rx, .one sd €rosy ,r„e<, [n a'R»>r a,mrx-fin, 4451. St. Lode Blvd. 000 on,iceaatn.wzMapreJ pttroxs hnpnes-e,eLN.,tel n:s pEis;: Ma de u,'r1s.w hniisna.givaneyek.;. S.°, ita,nNlnn:mu@t;xeimin.i. Fart Pierce; FL 34946 Capprig>:I ai ? 81b d-f Ranl3faszes-AmAaep 1. )am4rr i11, P.t. £.pm ufm vi Iris daw—t, ifl oy We: is pra4ibited.A041 the xrirw pvrrissiaa ff w l--! 100i Imses-Asificxt l.lasla ill, P.E. Job Truss Truss Type Ply RYAN HOMES / SUMMERLAND WRCSUB5 FL09G FLOOR Qty 1 1 A0221715 Job Reference (optional) o w:y::Lw,ta i u uaa.wni ¢tw I. o. I< a Ixuv - <u I r runs. o. I<U 5 NOV I< za I / MI I eK Inausines, Inc. Wea Jan 1 / 7z:u4:Zl zuia rage 1 ID:?sOQvIlzBGko2hFpRYib=Opep-5_gJT1 gcHkGRPu6Xrb?15S9klrGeQ4uJ 11 I R5ZzuTTe 0-1-8 HI 2-6-0 1I — 3x6 FP= 3x3 II 3x6 FP= 1.5x4 = 504 = 5x8 = 4x6 11 c o 1 W2 2 3 4 5 6 78 9 621 23 22 21 20 19 18 17 16 5x8 = 502 = 5x6 — U8 MT20HS FP= 3x8 MT20HS FP-- 1.5x4 SP= 1.5x4 SP= Sx8 = 5x6 = 504 = 10 T'i11 W2 12 W2 15 5x10 = Dead Load Defl. = 114 in 13 o 0 14 5x8 26-7-12 26-7-12 Plate Offsets (X,Y)— [2:0-7-0,Edge], [4:0-4-0,Edge], [6:0-3-0,Edge], [10:0-3-0,Edge], [12:0-7-0,Edge], [14:Edge,0-3-0], [15:0-4-8,Edge], [16:0-3-0,Edge], [17:0-3-0,0-0-0], 20:0-4-0,Edge] [21:0-5-8 Edge) [22:Edge 0-3-0][23:0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 40.0 Plate Grip DOL 1%() TC 0.48 Vert(LL) -0.69 17-18 >460 360 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT) -0.95 17-18 >333 240 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.12 14 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP M 31(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22 = 1602/0-7-4 (min. 0-1-8) 14 = 1942/Mechanical Max Grav 22 = 1602(LC 1) 14 = 1942(LC 1) 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 701 lb down at 20-3-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except LOAD CASE(S) when shown. Standard TOP CHORD 1) Dead + Floor Live (balanced): Lumber 2-3=-6239/0, 3-4=-6239/0, 4-5=-976310, Increase=1.00, Plate Increase=1.00Uniform5-6=-9763/0, 6-7=-10598/0, 7-8=-10558/0, UniformLoads (plf) Loads ( 1-13=-1008-9=-10558/0, 9-10=-10558/0, Vert: =- 10-25=-7974/0, 11-25=-7974/0, Concentrated Loads ( ) 11-12=-7909/0 Vert: 25=-647(F) BOT CHORD 21-22=0/3363, 20-21=0/8314, 19-20=0/10598, 18-19=0/10598, 17-18=0/10598, 16-17=0/10598, 15-16=0/9972, 14-15=0/4320 WEBS 2-22=-3674/0, 2-21=0/3105, 4-21=-2253/0, 4-20=0/1574, 5-20=-288/30, 12-14=-4674/0,12-15=0/3920, 11-15=-714/0, 10-15=-2157/0, 10-16=0/637, 9-16=-279/116, 7-16=-566/708, 7-17=-294/114, 6-20=-1540/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 219 lb FT = O F, 0 % E a 1. Rr apay. tnk'. fie 4 C . ttUi °SEl'i". FtAll ;ELMS 3 CPe i' ml l # ..NU' SA-. S :36u 4 to 5.ui+des R rretrv't s 4at reef e#+ a!a rzs t ;iEa,xr,; g tCP: eN:.tutp C mx t„t; keieext Nine?e ne Ca. s t+at x;1t s#«td Y "t C. ah M ed;xxw pion ep. de me lc Ct IN M N *dS et Sit i q.tEie•tl ,.preb{:q,-'e2 ti tµplCC tfDt St6 U"fw..{«h¢FiP <eA#tP- i tS(it04M W i e%00.% M'-r1: Jir1 er 1td 31Mi (HEt Oki tnl M,ir 31 3liiW!:IN1Y¢KkRH N"hti? et#td I ,toee.wd r _ > l px•,anti:n ntxa'.e I d rdur ea< hl. I»pd a,adwl - nthor: Tnr bo I s, F.E. pe.Wi7aM W - . bPx k 'dt je,Rtt 1, p[RNt tIi rt h _ kf91 ada Gp +• ndteskrctt 31 xtu NHt ufte t tN an pxt t ansxttn.ek t esataw`Sahk ldwan tt pl ! tad SC ere leMtn•aE I - ! ! rz ecs; lief ktr iSt9r# 4eBn '4 s 80063 la,_Rt hutshrcrw termd Ptit[t'tarE sAs.Lxx ltr_¢dt :[ea. Me eS rv:kwziatl«s. 4sa 4r rse lretd artuanrl>;eel qea a wr:euCM tC plies uf.ef ';e l•as C b tg !r eravm¢e zip. ;; igiHaf r... wi e. iP;d rzIH-i. 4451 5 ,lf:P Blvd. Smwt^ ;Y3 #rn ;*sa r.ai 1..i Fort Pierce, F 34446 bd3ES'8916 A-t &oot tresses-Antkcr t.7aoia Eli, F.€. € ndnoan at Ctit datsmee., in oeyC m; is pmA.Dttnd.ii6o-etl6e xti@en permrssisahnmA-)[and Besses-9slhex}L7a>L+EnEEE, P.€. PYr9YP Job Truss Truss Type Oty Piy RY IN HOMES / SUMMERLAND A0221716 WRCSU65 FL10 Floor 1 1 Job Reference (optional) H I I[uu1 I Fusses, rOrl riurt:e, — a—U, U—IYIIIJ.O I LI WIIr w01 8 H' 2-6-0 1.5x4 II 1.5x4 = 3x8 = 1.5x4 11 o ID:?,, 0&lizBGko2hFpRYib=Opep-ZAEhgNhE220112hjPIWGefipMEYm9R3TFhVVdOzuTTd 1-3-0 2-2-8 „ 2-0-0 1-3-0 Dead Load Defl. = 3/16 in 3x4 = 3x6 FP= 1.5x4 11 3x4 = 1.50 11 3x6 = 3x6 11 5x6 — 4 5 6 7 8 9 10. 11 12 3x6 = 3x8 = 3x6 = 1.5x4 II 3x6 = 3x8 MT20HS FP= 4x8 = If LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T2: 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) `Except' B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 12 = 1094/0-3-8 (min. 0-1-8) 20 = 1094/0-7-4 (min. 0-1-8) Max Grav 12 = 1094(LC 1) 20 = 1094(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3490/0, 3-4=-3490/0, 4-5=-4572/0, 5-6=-4572/0, 6-7=-4572/0, 7-8=-4054/0, 8-9=-4054/0, 9-10=-1200/0, 10-11=-1113/0, 11-12=-1200/0 BOT CHORD 19-20=0/2054, 18-19=0/4295, 17-18=0/4054, 16-17=0/4054, 15-16=0/2841,14-15=0/2841 WEBS 12-14=0/1592,2-20=-2270/0, 11 -1 4=-259/0, 2-19=0/1589, 9-14=-1815/0, 9-16=0/1478, 4-19=-890/0, 8-16=-521/0, 4-18=0/407, 6-18=-439/0, 7-18=-129/923, 7-17=-346/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. lael. 112:0-1-2 Edgel 16:0-1-8 Edge], 119:0-3-8,Edge], (21:0-1 CSI. DEFL. in (loc) I/deft L/d TC 0.87 Vert(LL) 0.5017-18 474 360 BC 0.98 Vert(CT) 0.6817-18 349 240 WB 0.76 Horz(CT) 0.03 12 n/a n/a Matrix-S 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 101 lb FT = 0 % F, O%E Wennq clew Nnnyllq r•.rre be }II(I ,. :IV',S ki€RiA I'WS6 J%UIIIlS JS OM.tb%i',.!&f ELMW%1'Ar OteiFthSppu•lnsw•1 til Ce jeBniry!I 1!WNe lFhm/i.le 6,i le+c'SiMtdx FI s'Mis<•kiN de i.:tl IE INLSemx[9e glens I.11 ke.eee, ts.GI A,,1n.,¢.s hp 4,st-0,rge..,,d.s!dn•al VDUsgrzsesn.", dn+ Kebss.dAnthony T. Tombo III, P.E. nE nad h slx mtskA de. t-Iurddl Urn:, de Cwxe• dm ngwc erd 4vbmU a,bt uderdMll del% Itbl I ll'grd. aE it t. Tk ery: ddG IQ@nEW fiM 1dL s, odegknl Inge bsbl'un k %v kYr !^`"likd 80083 8, 4,11 iger ait- I OW . er. eks; 4451 St. tUC12 Blvd. ede ahe eetWk,r '"W wQ lepe-a v.i?rs 1,, 01 PL nk1164 nl .s Dna6y®nr rs i_l&k:l/hq Unigeet,alr.s. Srslee Fegiet CmM:IIiq. Sll.gAdi.N wa:, xe is ldlnl m'Fti. Fort Pierre, FL 34946 oprrightZ 241441 Roa111us.as AnthoayLlomhe fll, p.L Reorad.ai. of this do®mem,many lnrm, is pnhihitedxiihout'Re written p—issien 1-4-IhfTww Ar,ih.q Uomaslll.f.I. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUB5 FL11GE GABLE 2 1 A0221717 Joh Reference o tional Iz cu i t ivn i eK inuubwes, inc. vveu uan i E IGu4:z i Nlts rage I ID:?sOQvilzBGko2hFpRYibzzzOpep-1 No4ujispMW9eCGwzO2VAtFAle7Eu3ecULEY9SzuTTc 0-H-8 0A-8 1-4-0 2-8-0 4-0-0 5-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 14-8-11 16-0-0 174-0 18-8-0 20-1-8 1-4-0 14-0 1-4-0 1-4-0 1 4-0 1 4-0 1-4-0 1 4-0 1 4-0 1-4-0 14-0 Plate Offsets (X,Y)— [1:Edge,0-0-12] [35:0-1-8 0-0-12] [37:0-1-8 0-0-12] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 24 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 89 lb FT = 0%F, 0 %E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-1-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 34, 18, 33, 32, 31, 30, 29, 28, 27, 26, 25, 24, 22, 21, 20,19 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at - 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 6ass7.fle twd. xrt d ii45 a;' L-#"'.rM"Es€.-itt`d SC%"a -PY t[B^16A9Al 96Y %t`Ma Ynl•dt spe.zM s ai reA d+ Ira? ;C;sq 'n.wq l6t'pd:ke #trail ease Q.P.leh.ttt SpM pttwtn siz vxise 4ztE Y tt, xl> Id'iEitCTiKpbA Eb 6i..4M Ib[h9! EM13. j >31 t114' 8 dd(Edh i t t M EiI I St#.gklljtExtShfiEt 'tEa1?t>4iptti / t.p#za4'(i6MM W9,f.mlfE11 apld t4 IN wt mv IN1 mossp4iytq tltdtnd ,lee,.tad ,. :v, o--.E„ttdtt«yEdnrttdragkt+e,antt9mt w7f. t vtaMat€ay;tm,-n1_le<t t, EI,u q, ut a .,t.-u q s',y,ratit. ,itm: t>. .ads<nt., m'n€v ArthonyT TnmboK1,P.E. 8t lam ,IastMr4n3gama aMw9 i'RieEMPrxt exmdadtu sfMi«Idia trssw.idlslaseta NSF rdlu»ibat SYdaneMecea ga»d zsidwt.tn... stE iegx xhl". eri kas RfnF. is gt4at,S<a M>g B}xter of g:;t RnM4dn4: mlexiOIn83 x± ut dfard 9d t cmrn qss a+amgt±Erf,a,td, ,$f It a sf€E;etx i:g) at wEHP,;vrr. i rms.tsa igMe<da, ixnq, ,: w atd'rr, m t. dz•xd a In-F- 4451. SE ..,dre Blvd. Fort Fierce, FL 3494e topprighdS''filld A-t Haul lnszes-Anihany LlamLn III: F.E. HzptaduErion 0 lhis dom met, in any lei.. is prohibited"itbul lbe.'ir.re permdssian ho.A-1 Haai Imes- Amhe"Llxa-611111 Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0221718 WRCSUB5 HJ2A Diagonal Hip Girder 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946,.design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:24 2018 Page 1 I D:?sOQvilzBGko2hFpRYibzzzOpep-VZMS53jUafeOGMg6XjZkj4nJO2RZdW Plj?_5iuzuTTb 1-6-1 1-10-4 -_ 1-6-1 1-10-4 1.5x4 II 1-10-4 1-10-4 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 0.19 Vert(LL) -0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 5 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 10 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. lb/size) 5 = 215/0-3-8 (min. 0-1-8) 3 = 3/Mechanical 4 = 5/Mechanical Max Horz 5 = 73(LC 5) Max Uplift 5 = 139(LC 4) 3 = 51(LC 16) 4 = 48(LC 5) Max Grav 5 = 215(LC 1) 3 = 2(LC 22) 4 = 34(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 5, 51 lb uplift at joint 3 and 48 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 13 lb down and 59 lb up at 1-10-1 on top chord, and 15 lb down and 35 lb up at 1-10-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 3=15(B) 4=3(B) Riser=tln»all. rzr.h AIIfi ='aFn`S-5.3 Ee4AlIGNifi JkUlna'JS ON rarr JYa,9.EBeN:pr Ma. irke ae.)s°'a Ott +»! R-( adq, as mr!ias"`,Wlke im.f 1. fall. a:, P: a, Sks+teM C.k dkx'ise Hell Rto Ir Nii:i,se»rryr Pfms;Yllke»rura.aCukedf Aalrr.,a.s Fla,ai:.....ie,eFS Fcp»,.uis»sai is"v rgres<dsaergF,drtr Pcee„u»Iequv iq r..M,tiMrk'k le,yedace sbl6 it IgxiN»Na1DP»IPeietlfl-I. ixa+p as, epw., lea l.sNaia., urt»+:m Anthony T. Tombo lit, P.E. NO.." sa, »s 1.164 A i sib.ipwNC N* _ A_4 q,s'nh liml 11KA, E 80083 n,re1[igosigerai(,aa.la ula,tsreaa toe Nmpu++n Ap:w adner.luayca IsmlPmu dz*nselvdar*Afi r. rsaa.erd AN+ tgNA Fn-leeraeso,,,tpa ldr,»itMsm ki .,o-:t ,.+e,so,.:p »hair:tN«s.;krn.edH, 4451 St, Lucie Blvd. nn.a.ahreaMr(apag»oper.rmyapmtw»etuts,.o».»[q«rta_rhe:ug9»iq, vt,.r6loe.d».N.dq-3N,gM+.Ntt errsanNrrnt- Fort Pierce, FL 3494b CapytighiJYii164-I Raaifrassei 4athooyL1emha'II,P.L Repioduaioo of this domment. in any form, is Prohibited withounhe wines permission from 4.1 Roof Trows- hihony i_ lamho ill, P.E. Truss Truss Type Oty Ply HOMES / SUMMERLANDFobSU65HJ36DiagonalHipGirder21 RYAN 1 A0221719 Job Reference (Optional) Grr e , uealyn wn uuss.wm Run: a.-Izu s Nov 1Z eui t t'nnt: d.12U s Nov 12 Z011 MiTek Industries, Inc. Wed Jan 17 12:04:25 2018 Page 1 I D:?s0Ov11zBGko2hFpRYibzzzOpep-zlwgJ Pj6Kzmtu WP 14R4zFl KT6SmJ MzKfyfjfELzuTTa 1 -1-5-0 _ 1 4-2-3 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in loc) I/deft Ud PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.02 4-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 15 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 96/Mechanical 2 = 256/0-10-15 (min. 0-1-8) 4 = 51/Mechanical Max Horz 2 = 71(LC 4) Max Uplift 3 = 58(LC 8) 2 = 155(LC 4) Max Grav 3 = 96(LC 1) 2 = 256(LC 1) 4 = 71(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 3 and 155 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 5 lb up at 1-4-9, and 23 Ib down and 5 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=11(F=5, B=5) imiq-Fl Mrmkh 'wM il p' ilwt ^. P. ED41 f.fxSD JNDDDS S O4 "Dlfl'Y tD d:€DDM-NrM Nxdl cesig br 9n 1 '. k- i ksi; Drt °3.@.sidM lrMq l.( k1.D-. frb SieN ldxe+v kl dkn" e:!dt d I"B leNlekcameOwdtltMIseAx'k'DCuk dU.A 1 s6•saa Egve ,fa bffjw M arci DD rgmM mw—dMp kls . -tn U3 qe diNir hr 3tlsy dkSao `m fa]a to IDDrlr nl i%L I. k;yts siM' Unie;,e [Cur %Nim rk ned lr iu an kllle M i tw:l.nda.o DaD : Ms u gD .nM wk ld met u[ tMl 1 u a,Mnu. M r% 1dMrDD wfiM re IT;,, .exy kawq W p, lure. h :ad krt r.pK n.d Anthony T. Tombo III, P.E. ra11gD ign '(MtJtr Aq mte ;MUM 10 d'kptt5 n(p. I it'.xkldgfsprenifa!eh Wx eti 'xN;l'tikD. WSGA t dcn t:y±d piNr.t%lt,4uesM tnpnsUilmn niRgtsd Ml,,,D..',re„Isss k.gt;epveer ae trzss N Y[dtllrin; nix; 4 80083 Mnxna u( NrEa%Ixl Ngubgnaw.exkdioµ9n Ureh±f. In Ira Dn:n kgaeistl tk k;N'n; gftpS ,« 11,l,.r:kx Ertxe:d rylfup_,Dl uiAded roc. ne rs leBnl U.'%t 4d$1 $t. Lucie ESIVd. ZtfortPierce, FL 34946 C9P;TigdF 76Ik A I A30{TID55'S AC7ADW}I.IamlOill: P.I. RtDfOdU01dN!J{this dOtDG16AD.ID DD`j{91D1, i5 PIDIi;AiI2f Wi7b00l;IIP MII{Mi1PHn15516R E1pp AI%60{{(g>f=5-AfiGOWr I. Iowa i{I; P.E. Job Truss Truss Type Ply HOMES / SUMMERLAND A0221720 WRCSUB5 HRA Diagonal Hip Girder Qty 5 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:26 2018 Page 1 I D:?sOQvl IzBGko2h Fp RYibzzzOpep-SyTCWlkl5HukVg_Ve8bCoVsb3s?y5Jm2AJTCmnzuTTZ 1-5-0 5-2-9 9-10-1 1-5-0 5-2-9 4-7-8 R 2x4 = 1.5x4 11 - 5 3x4 = 5-2-9 9-10-1 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 0.44 Vert(LL) 0.06 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) 0.09 6-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 41 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-7-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 4 = 140/Mechanical 2 = 555/0-4-9 (min. 0-1-8) 5 = 400/Mechanical Max Horc- 2 = 169(LC 4) Max Uplift 4 = 103(LC 4) 2 = 261(LC 4) 5 = 152(LC 8) Max Grav 4 = 140(LC 1) 2 = 555(LC 1) 5 = 400(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1031/362, 3-11=-973/369 BOT CHORD 2-13=-451/971, 13-14=-451/971, 7-14=-451/971, 7-15=-451/971, 6-15=-451 /971 WEBS 3-7=-8/301, 3-6=-1033/479 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 4, 261 lb uplift at joint 2 and 152 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 47 lb up at 4-2-8, 41 lb down and 47 lb up at 4-2-8, and 76 lb down and 104 lb up at 7-0-7, and 76 Ib down and 104 lb up at 7-0-7 on top chord, and 9 lb down and 8 lb up at 1-4-9, 9 lb down and 8 lb up at 14-9, 14 lb down at 4-2-8, 14 lb down at 4-2-8, and 53 Ib down and 39 lb up at 7-0-7, and 53 lb down and 39 Ib up at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 12=-97(F=-48, B=48) 13=-7(F=-3, B=-3) 14=-17(F=-9, B=-9) 15=-107(F=-53, B=-53) auaiay rlas=. IgrtgE1.re.v.Vx'RIIG="ttne5,1:-lyn[.#1tI:WSkrJkmllJXi:YCM. PTr rjMHkSti:faett{kl'hro. iwdr&;ipa;a-wxcaa gal eeasnhslrast pArtrieyGR'; mid ne ka@nt f.le¢h L''I:i, ire:earsihe!Ida<en.G,le,s a;kaaise sklelane tAa. alt tuna d. PMks 5WI k i*ih aC4kedN A- { ,0'm[.t sf.'Os[qse it :!oa ;m tp Sai .wq aWP -ia.latM wr ga:G'tA.n. ksyeoft 'gk r EgdM witlaa fr..ill L r a to [r I q o .dW.1f AnthonyT. Tornbo III, P.E. as% dh - In at4eN,a ne gnsi lnrd#E n.0 nFam Eaten' NvN wa, n.in 3e d.r d+k•N n Ilt ad M 1' Ikg <d aN R'i.M ry.l .fie Naae of fieN do r.,s; udeNy ke a kge'sNldw. eb sec hne pe nnatd = 80083 neSailmp4• gxr '[eattal AAaM MMIktA" hnxpa] . Ig.uM1xsdheb-Nst(..paxdidthldn 1' I(SfitdA.hlhi ! GL .de: ltatp dt.Nx.iP4lEefinesneresinsn,Musa/d6rsdlMirsU:ss w;.rvssM:pa;+ettrtdirzssVmluixa,adess 4451 St. Lucie Blvd. nc 1:. d tyo;annn geaetasw mqd p snaley ia"i,> oeca[.I ea ltr ra 1:Nnta:Im:av s,.tne[ywdw, k:nEret. Al:g.d dm:.>me.tad.E mr. Fort Pierce, FL 34946 apysighhJ 2111§ A-I Rant Lutss-Aath.ny i.lamba ill; P.E. R.p.dmi.n al this document.in.ny form,ispmhihnzdwiAwThe written pelmission 1—A-1 Raai G.ssas- Aach.nyi. iamb. ill;P.t. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUB5 J2A JACK -OPEN 2 1 A0221721 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:27 2018 Page 1 I D'?sOQvl IzBGko2hFpRYibzzzOpep-w81 aj51NsaOb7pZhCs6RKj Pq W FTfgt8CPzCIJDzuTTY 1-10-8 1-10-8 0 5.00 Fiff 4 1.5x4 II 1-10-8 1-10-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/clef! L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 4 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 4 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.00 4 999 240 Weight: 7 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 39/Mechanical 5 = 74/Mechanical 3 = 35/Mechanical Max Horz 2 = 62(LC 9) Max Uplift 2 = 35(LC 10) 5 = 32(LC 9) Max Grav 2 = 39(LC 1) 5 = 93(LC 19) 3 = 38(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. !I; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 2 and 32 lb uplift at joint 5. LOAD CASE(S) Standard cute;-fivta ll«wdlrrt w.v ise'1110 N V, "Y-3;SE1#ill tkSfi:JADIII IS:JS:Dgi4Ui'Y;k(YXr#.EIKll:kf lxp. ttdtr ee.:ipw:ea#t; wi Orel w2:w!nttttt Ce ip de<iIQ:`Wtle ktiwl i.lwle A:.it 10-5,ew.ere. 9eltvs e;kftvite Txlel an @e RD,«I/ iliieitamv«r dek HllktsEb#'04'hk dd.A i D Fgae .i nM Eaper Ik .dwwfiDD rtpM eq%.v_e!%e qst siewltme a3 was&ii fa•#lesyadgt. sielki kw2d tht 154 It tHn i%1. rr. it Ha .xolpw,,:ewry,tHCier Fih1Y Anthony T. Tornbo III, P.E. eH audlb- itmisikhe Ik Fff- IDrd9eD 3*C 's dlwe%d ht inlln9 D-a«dxe stH tdu H d 1#eH #i' IkepcH•wtR 1. ffa IdO IDh wEWtieN e'tl 7 ,'rdteny bawka I 1 11tPw aseb sid:kYa rwsnilA.d 80083Oek:llk/P g« <lwu¢Iw Alfad P die%iD 1#pMi -eHp r dtiakillsq(zpr Ikhh Mt 1 i(SQI IF kf h!' QSEA eid« Ea, rE ydh 1%I!'(ntih rtgwsdilceles etl«tiasdlNLe., 16sw: m_ G!pp;w'mn«l I.—W kw...1as d =na«MHytixdwep«d pa w. _h.lmi«ad:H iktra, D . Gyre :h r ka xigo lr«, 11,:, t«nkl dtnD a mia"W":«t,wtt:mud'4ml 4451 St. Lucie Blvd. hipdutliN of this dOttl111m. iP yform:isP'OVdedkiEh0U1'heMott'!!PNw1Ssi. from A hal IrM>S'.s-ArthDAll.T.-b*1II:f.I. Fort Pierce, FL 34946 Job Truss Truss Type Qty PIY RYAN HOMES / SUMMERLAND A0221722 WRCSUB5 J3B Jack -Closed g 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:28 2018 Page 1 I D:?s O Q vl I Z B G ko2 h F p RY i bzzzO p e p-O K byxQ m? d u 8 S Iz8tmZd g twyO xfp 9Z K O L ed yJ rfzu TTX 1-0-0 3-0-0 1-0-0 3-0-0 2x4 = 1_5x4 II 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 12 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 4 = 104/Mechanical 2 = 185/0-8-0 (min. 0-1-8) Max Horz 2 = 70(LC 8) Max Uplift 4 = 43(LC 12) 2 = 106(LC 8) Max Grav 4 = 104(LC 1) 2 = 185(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 43 lb uplift at joint 4 and 106 lb uplift at joint 2. LOAD CASE(S) Standard Mnaag Flns=dv 1. r. _h A -I IG :itne5-S ! vEN3AtI tYSfi JrDlll n5 JS'ONi7Uf-C'1Jra'S E@eN 1rl ! aP W'p PrsFm+ ' 1 I Ce pane:g [t;, ad Ne arhn)rt ae tr,P irle. ian'tei. .ert sRaI rtld m f. nn. iN[ei rNns rtllk >ar.acros dt.a r ,Dn:Ery ! a, [y >siw o m. rsmm da ensE ert inn, iq ltn to kkpdM1e sn try n. tDD hna nt Niulp Nnrc! uc_ ,mm Anthony T. Tombo III, P.E. nrdh ssia: mry lalSse' dv P sia lnrd4G eeC m A!a- ym'nq IwltvyD F ,iva wkd des q'&e IN 1 kiul :Iffy vNai Tf'1 iH PF Ithr rDB varfid tle i. s.-rdsiq nzdp. 1 rye uNl vnrnek gsgrt kax r Saind ? 80063 ZtBs Nit p•iger rrt(veF tlw tllnt r`vdalkF6C nl YrPm'in Ip.ulnmdt'akWn![apesvl S.teh liu Imn llSglhD.fell t'n4Si(A mrnM tng_. mgd _1pleSwes&e!espas mnsrvi dliesdlsr/., 0.s:an;:rf-De.ryr:y..n IssNsxMM1in; nkss 4451 St. Lucie Blvd. die vis. rdnde.a:amrl ry¢H epvv w.rrc 1, a rrn ndeet.irer.,. orr:.p [yaeana_[>seGNie}Dtslpa. r,,<ysNa trgaNn do<. n.u. al,yadi.ra w.>m: rsadirx :ml. Fort Pierce, FL 34946 CopyrightV 2016 A-1 Rod lmssn- Anthomy E. lamba ill: P.E. Rgmduriind this dnunnw, in any Sarin, is pmhibiled wishaut tbo wdneG permission h.Al WFmssa- Arthany E. Iamb. ill, P.E. Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND CSUB5WR J7A Jack -Open 10 1 A0221723 Job Reference (optional) i y„ a n uaa.wni Run: o. 2l[i s Nov iz zu it Print. u.izu s Novi z zui i mi I ex Industries, Inc. Wed Jan 17 12:04:29 2018 Pagel I D:?sOQvIIzBGko2h FpRYibzzzOpep-sX9L8mmdOBGJ M7j3JG9vQ8U_f3?31neUtHhsN6zuTTW 1-0-0 7-0-0 1-0-0 7-0-0 3x4 = Dead Load Defl. = 118 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.10 4-7 823 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.24 4-7 349 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.21 4-7 399 240 Weight: 23 lb FT = 0 LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 183/Mechanical 2 = 342/0-3-8 (min. 0-1-8) 4 = 91/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 3 = 129(LC 12) 2 = 99(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3 and 99 lb uplift at joint 2. LOAD CASE(S) Standard garq-N Hmegkl -.r Ce llt9 :M'i 1. 3: EK}F1 I:IgS6 Jeblll p57P.Dq "tUi r`.(CR .6if46q AP Hr ladr krpn. ya { N di r rc Dni pem1R',WHe IEHnrI Ewk1Y.. r. idx ix>•Ed.<n, HA dka.ia rdl R I.A IrgitirneataNne I nw M< DCHk dd. A 1 D zr. Eryn ranl7 Eryieee Axl r,Tl rzp un a:epngeglaPdc I yisiq qn Ebn ratrksysd tiv P m iey]+nrnlDDnl i lfl-1. tua; qnadHIa.w,kiNxa H p ri IMdpaa _ab :rHa y„r n kua,D :an,ia kna`kn.H<iq.NleN 1 :Iqy N:arrr-1. Fliw"d 1 Toac.rW d(kr. :iaan.ykkln. ! n ii hHr wa,m MthonyT. 80083ToriblII[, P.E. He iriFWD ipn ad lnptda lllecl nluH:lb N7e pseN_Np:e[f dHek-Ne{GnsellhhHxa fix Hfhy lF.kl Yp t."MSGS rdomlkp dpiNae. lfllufias qr::spn bMin ninfNrdl@I,ss,D:spa; ,efsk q:eunaeNlnc. dxxgclau nkn =800&? eHaeisl kw it. m. t rga¢npe a w.2a 8. N w. iNN In Err D .1p leg-i, rfmIA" )"'P.1v.0 5.s brie: de, eiq. .Il eyk"i ae-'ilihm tt7' RZt ddSl St. Jude Blvd. Fort Pierce, FL 34946 Copyright V2016AdinafFrrists- dnikony L Tamhn ill; P.E. hmhooy i. 8eprpivttiap al thisdocument. in pnr krae, is ptohiEilzd rlhopi?he xlitten pprmisliop bon 4-I Aaniirr>nl- Ianho ill: P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0221724 WRCSUB5 J8A Roof Special Girder 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:30 2018 Page 1 ID:?sOQvIlzBGko2hFpRYibzzzOpep-KjjjM6nF9VOA HIGt_g8yL1E_TOG1Dee5xRPvYzuTTV 1-0-0 120 5-8-13 7-1 0-8 $-2-p 1-0-0 1-5-0 4-3-13 2-1-11 -3- Dead Load Defl. = 1/16 in 3x4 = 1-5-0 1-5-0 5-8-13 4-3-13 7-1 '-'8$-2-p 2-1-11 -3- Plate Offsets (X Y)— 2:0-0-0 0-1-8][4:0-1-12 0-3-0] [9:0-2-0 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 . Plate Grip DOL 1.25 TIC 0.63 Vert(LL) 0.09 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.17 7-8 554 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(CT) 0.12 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.03 7-8 999 240 Weight: 35 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 76/Mechanical 7 = 235/Mechanical 9 = 366/0-3-8 (min. 0-1-8) Max Horz 9 = 110(LC 5) Max Uplift 5 = 68(LC 34) 7 = 104(LC 8) 9 = 220(LC 4) Max Grav 5 = 84(LC 23) 7 = 235(LC 1) 9 = 366(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-291/126, 2-9=-317/155 WEBS 4-7=-280/200 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 5, 104 lb uplift at joint 7 and 220 lb uplift at joint 9. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 119 lb up at 1-5-0, and 65 lb down and 39 lb up at 3-4-12 on top chord, and 21 lb down and 55 lb up at 1-5-0, and 15 lb down and 12 lb up at 3-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumberincrease=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=39(B) 8=4(B) 11 =-1 5(B) watiy ilx".01y nr WA 195 5' -3SHIM i W58 J mll tl J1 ClA "Wi"C"AllAra f[MA A?"ta-tadtnq pIns air f h r nCe j!de'.bg CE; adMldE yi l lclLr-Itk imn Eda kk thpvise a7td M W nle 1!& kcArA+0-rs Wl It 1 k; It, TM. .k t09 A t lrn, ot= Er a ol,.gndy[;F—:,t1!An mjTIN "Fe.tdsna.ertir[Ant rrat.sHetltgie:t irye.gnl6i%h to Yx l¢yed0r. clerk i[,IeaO!lnYx iDG ttlt,nea',RI.i'L°![ytf. apx,ka g.eelfier, xidl':Ar - Anthony T. Tornbo ttt, P.E. n 9Ys.. n9: mi kdA x' flt r ii',lih d&tC 4eC n sAk' qed d iw{('t6 ig a3e whr dla Ir' @e Rf Mtlr btel INq tAeWR I ik q Idfi tOD ah'M1!u d i. d4iq W1.q. 1 ry uNl. Nn¢etk :q sAa 4 tls pesiYlbtd = 80083 NeLllsg Wsi tt txl Gd!a4. All M Mk WIN,""p Cat• M I'vicetd I*k4I.q 1k'1(Ma f.:K% ob"Ni iy TP. W NCA ae idn li#p afd—'l%Itdneslk!tsrnsFalnn nl P4esdlk l.,Uapa;.tess 6t.rct, imtr evil tts kasefi,Ma, whss 4451 St. Lucie Blvd. etk!w, v afimdNA:atsat tgee gnat r ssrt k! al µfntnlred. lk7e, Des:a E!g'sea isp itk k:Ilie)Ced a_a Lrs, Odes kgae 0—I Aig. ,Vl.gAd'.N'a: tersStflnls nl. Fort Pierce, FL 34946 oppiiihl 24164- I real tlsiset-dradsny i. iambaill:i'.E. &adeeaxbAny 1. l;mbsill, P. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUB5 J813 Roof Special 2 1 A0221725 Job Reference (optional) mu- i ruases, ru,i rienc , FL 34946, aesign@aTtruss.com Run: 8.12U S Nov 12 2u1 7 Pnnt: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:30 2018 Page 1 I D:?sOQvl IzBGko2hFpRYibzzzOpep-KjjjM6nF9VOA_H IGt_g8yL1 H2TSt1 Cee5xRPvYzuTTV 1-0-0 3-5-0 7-8-13 -2- 1-0-0 3-5-0 4-3-13 5- 4x8 = Snnr a 8 3x4 3 5x4 = 1.5x4 II 3-5-0 8-2-0 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.01 6-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) 0.03 6-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 7 999 240 Weight: 44 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 4 = 141/Mechanical 8 = 393/0-2-2 (min. 0-1-8) 6 = 172/Mechanical Max Horz 8 = 105(LC 9) Max Uplift 4 = 90(LC 8) 8 = 127(LC 8) 6 = 31(LC 9) Max Grav 4 = 141(LC 1) 8 = 393(LC 1) 6 = 192(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-282/235, 2-8=-370/415 BOTCHORD 6-7=-265/230 WEBS 3-6=-268/310 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 4, 127 lb uplift at joint 8 and 31 lb uplift at joint 6. LOAD CASE(S) Standard p. ki-N enndl '.w to lllO. tAs Sk-3 FAiAE I'EgSA JYDID'D JSCN{Cfr,(gA dE[4MxYrle lrcitra p H. 4n rw.nl ud 'kI kTDst.mg-&":eMMtglryr.r 6f l.. P. Ia+SmrEefne AA fn' ^xkE qI'D Ir Alit-im wFin gNknn ir! ¢Ckk tdJ.A 1 Dsw Fykt p q7 EApa, tl n1 r tp tN mcgnxedntE rrcs Ityiv kg +At RLir k.la 4s agx;ieprh ItemlaA fiel¢Dt 11 ai >fl•I. ix k;p r,, kaiy nl0 aAaA.m T. plik e nt E srslaaria r4A.a—wit,—'1 go. u.lwu A¢ :pn,.$1".A Ire WWf ma un rt v'r rkg1 iVk m¢nem,Aat, ,ky li&Nis,W4. Wq,, kl n. Anthonyk .uatqrp.•t¢ma Y Tombo III, P.E. he i+:Hq¢spn mE (rrgrgr. ADM w ie WADC toga pttlm n(g zf atkklA(rpt lkin dM 1 Nff plA.kt11.' 1>&l eiae•e tmr rAepikF VIl eefnet:ke respas ines.1&m0Nl skpn,.au D,.ip"-n—.lrtss qa fi.M<I. rtkc. BOU8? rdnwlstafi IktCtMatg qna w.useHrq plk, tnlM. tmrn, Derp Ggan'sR l k la:lliy Dnipn, i:s:.rlrq Erpatn e!tr!NIIq. Al:yad-W+.rx. nenldkN slit. 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Cgpyrigpt1e164IRAgiibis=s Ar:EhDxy i. tum5q ill, P.E. R4alaeUOt)A Dl lglidq[gmEAr. iA qpY lArm,iSP(Ab;llkd Mi3hggt'h6•rfiRAPtfmtSilAn frpR 4-I R68I T(giSEi-AL:IDDRY T. T¢mgq ill: P.I. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0221726 WRCSUB5 J8C Half Hip 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:31 2018 Page 1 ID:?sOQvllzBGko2hFpRYib=Opep-ovH5ZSotwp W 1 cRtS RhB NVZaQdto_mfNnKbAzS_zuTTU 1-0-0 5-04 8-2-0 1-0-0 5-04 3-1-12 4x8 = 1. 5x4 11 3x4 = 3x4 = 5- 0-4 8-2-0 5- 0-4 3-1-12 Plate Offsets (X Y)— [3:0-5-0 0-2-0] [6:Edge 0-1-81 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.02 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.04 7-8 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 6 n/a We BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) 0.00 7 >999 240 Weight: 46 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 4 = 93/Mechanical 8 = 394/0-2-2 (min. 0-1-8) 6 = 219/Mechanical Max Horz 8 = 129(LC 9) Max Uplift 4 = 59(LC 8) 8 = 107(LC 8) 6 = 64(LC 12) Max Grav 4 = 93(LC 1) 8 = 394(LC 1) 6 = 219(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-254/143, 2-8=-353/399 BOT CHORD 7- 8=-283/125 WEBS 3- 6=-285/322 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) t This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 lb uplift at joint 4, 107 lb uplift at joint 8 and 64 lb uplift at joint 6. LOAD CASE(S) Standard Bnm; Flrx nmekle ret 1',teitt0: (p!i S,:-.Y^ i[C3111'LYSfi J%aN nS:JS'aMita,'r; S(PR iEQek kr hr I.dr tr po. 9n teEr lade 3t I, st Ce pGe sq;iP9';mant lanttrl l kl:, P'.Ieh. Siee!teix _ atl en ist safe) n t tl( itireaiwxxw dat: eidl ltt:<t m. +t:ce v,d:t as lrt.sot:[yai.,.n,th[at>nt;d ttaar'o,mr.w:ws«r edntNta.vttt<a:tr y r.,aa:nw a k.d:aft rt,tn;a tt ratoc tdr.«ea tnL ctnvp .apa:,,ar.ttwac ,msua Anthony T. Tombo III, P.E. adn tm' :s dx mt t. a' n 4 se laidnea as oxae Ahn tgxn in dwilrga +r,.ant tl rdue 11 ne lIX talifa lrl 'IMq<eH rtl1. Ila 4/ It'h maw odfitM dtl i.. itd.taq ksdr7. Mqe trMl'vam euk :te tin kaz Ptesiidadd a 80083 we towpwt xet a bta . as tsn :MIt h1 ¢ dmr tat dyed 0ti Ww"["—I W!an, nwm.nsO Pdhkf1 I. ttd Stu ,d tar rx d lnlidrcnnt retPnn6 rin etib.Resdik tra ipr, nss Mip:v tee and l s: uatdnmt<: xltis 4451 St. Lucie Blvd. nnxnt d9htixnen gaetPxswa xfi l} aau, r d ii fa,.D s.a Gya is R.(n dill gaslpe wltn,.r and eA tt Yulli P. I ryad.d ea, wen defiled am L Fort Pierce, FL 34946 Eapynihi SS 20144-IRnal Lotu4nih s-oay1. bink Ill: P.E. Ra,,adatliaa cl dis docameal, inany form,is pdadi§itad'xidbout:Aa rninen ¢ateiuianham A -I Raaiirots>s 4ethonyt.lnnia al: P.E. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUB5 M9 Monopitch 4 1 A0221727 Job Reference (optional) Al [toot I russes, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:32 2018 Page 1 ID:?sOQvilzBGko2h FpRYib=Opep-G6rTnopV h6ftDbSe_Pict m6dLG8gV3jxZFwW_RzuTTT 1-0-0 4-7-15 8-11-8 1-0-0 ' 4-7-15 1.5x4 II 4 7 3x4 = v 2x4 = 1.5x4 11 3x4 = 3x4 = 4-7-15 4-7-15 8-11-8 4-3-9 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.05 6-10 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.02 6-10 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 46 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 410/0-8-0 (min. 0-1-8) 5 = 352/0-3-8 (min. 0-1-8) Max Horz 2 = 174(LC 12) Max Uplift 2 = 198(LC 8) 5 = 206(LC 8) Max Grav 2 = 410(LC 1) 5 = 352(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-511 /721 BOT CHORD 2-6=-890/435, 5-6=-890/435 WEBS 3-5=-492/1006, 3-6=-377/199 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left exposed ; end vertical left exposed; porch left exposed;C-C for members and forces 8e MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 2 and 206 lb uplift at joint 5. LOAD CASE(S) Standard Nenieg Fleev HneeglM rerkw Ae'}-IIG+'fA!&S'k 7';. nEAf!!Il#Sd:J1a II7lS!15'GM'IU!r`,lr6'.itE ull:Pf Me. OerifPk Tpa:vxin; nErnl eder n"ati nt Cnige anrwg"Irv'jeMMe ld I.Iuk m.e;_b'^,nrt Ske!ldsere r,wts «knxrse vdH n@e rto, nl, wtzk,la,b, phk idl It> i us d<gC uk rdk.A it6 xEry p dry Eq—lked u oq r6;.grrrds nep-dnr prn,smw ereiea iy.poist* lw t4 inm d the iqk hn lWdd 1k TDR eli. se in H t. k5a npm-lemkg eiriers tims:m nta n.. 4.nr41Nae tk i ,h:lm A.#G fk Gsan' 4. qM rbkim G-Y ,.$,mkdefdtll @ei& Ito Msl' W ekw R'l. lde I ti eg ras fieN e'tl rrss; wdi Md Ise Anthony T. TOrnbo III, F.E. r al ng p rNIm k Im, In iiliftd - 80083 ke 6eilLq O•s Fm i(eei•e:M lh nl ssu MklNiP" dMe pefilne (11lsn a drnkilk-T SANgDvf,,sdia HSf gxlhhll t' 11KA .dc tar g>9 el pi6e t%liefimde espnsArlens eN d;aesdlN Las. s rr:",ess Wqe ;'.nernl lns: MznAuku, riles; rt«wlse arseep e:n eq.Ne s waa,a 1. n pemn bdt>a. tk 1.11 oel e Ggazx n a.r ne e,:u q o<:q,n_ wi n:,.p:km kpaaa e. egad ufq. ,ul;%ad'.a n,, ue rs .w: m t. 4451 St. Lurie Blvd. O"r:ghtZ2016 A -I R.-M this[&-Aathonp Lfom o'II; F.I. gegroduNx of this dolamlro1, inaay form,:&pohNiod'adhowhe written permissionhnn 4-I goof Tratszs- kelgony 1. tombs ill; P.E. Fort Pierce, FL 34946 Job Truss Truss Type ty Ply RYAN HOMES / SUMMERLANDWRCSUB5M9EGABLEri1 A0221728 Job Reference (optional) Al Root I russes, Fort Pierce, FL 34946, design([ilaltruss.com Run: 8.120 s Nov 12 2017 Pnnt: 8.120 s Nov 12 2017 MITek Industries, Inc. Wed Jan 17 12:04:32 2018 Page 1 ID:?sOQvllzBGko2hFpRYibzzzOpep-G6rTnopVh6ftDbSe_Picl m6i?GAFV6LxZFwW_RzuTTT 1- 0-0 8-11-8 1- 0-0 8-11-8 2x4 7- 0-0 7- 0-0 3x4 = 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 0.09 Vert(LL) 0.00 15 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 10-15 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.00 10-15 999 240 Weight: 46 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MfTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 7-0-0 except (jt=length) 12= 0-3-8. Ib) - Max Horz 2= 174(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 9, 10, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 8, 9, 10, 12, 2 FORCES. ( Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=-283/116 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI1TPl 1. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 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 will fit between the bottom chord and any other members. 8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint( s) 2, 8, 9, 10, 12, 2. LOAD CASE(S) Standard Eaa- flene x¢tatiM re.kfie A Y_Jr 1N>Yi:i;'SEL`-rC?-&1t3a;BY:#tD t:KefiS;@.7 9ff,EG4f%( hie. fech k£u;aws?ksai u wwk7m R'nrEeSp,ans;itHN M3!`.ffim, L:xe a lAtc rear rs ktme use. sle slstaa:..a .a gl eueaei psm hp.. Htm ae t4Ei xeeta [ zF e.l;astni iae taakasr}tGC rea see: :eel eery pgKnce,rws-:;ir kf rksgrstk>@ ei eroadxr iA tr tnL utf q. efn s, + dc' sm:! AnthonyT Tornbo hi, F.E. ai t iaa, uapez ra: a 3 .w xzaa aga a yea;a a,a a mat,&&. a ade ;eka n1 lagpwdn 1 cr; N dR . r n+qa i a +tim sx ,:r s a x 8 083 0xtoa; a q Mtah x D swan raaeYa tma4pdhu£id akytapxxSdn aasM 4n ;ar da NaI Fi ab , m:drankrcq ,u1n!eatne:rn ta,aH a, a; D,a a n:,Mw naa a 4451 SL _;tce Blvd. far is!rodfie(aevl mad yecw re:ro}t+eF Ja7o-znhed.`ielnz ku;nFls kD#elmter`rest e,a taz 4xhe adw§a"rix;. ;Da;i4,. dhaea iae[a litL Fort Pierce, FL 34946 tOPY[ igI!f $.' iD16 A l iNtll lf9SSE£ -ARl 0V IA0.6111, ti iapi4dwoon 0 ibis dowment, ifi Elif (3-mis prnl rk,d.1hul the viven p miiil t+U10 A-11.0I(3i£r$' AAtbQxv 1.14&EP IIt, i'.t. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0221729 WRCSUB5 MG7A Jack -Closed Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:33 2018 Page 1 ID:?sOQvl IzBGko2hFpRYib=Opep-klPr_8g8SQnkrkOrY6D ra_fpLgQfEQ14nvf4WtzuTTS 3-9-14 7-0-0 3-9-14 + 3-2-2 1.5x4 II oxo — 3x6 11 - 4x4 = 3-9-14 3-9-14 7-0-0 3-2-2 Plate Offsets (X,Y)— 1:0-3-0,0-2-11], [2:0-1-4,0-1-81, [4:0-1-12,0-2-0], [5:0-4-8,0-1-8] 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 0.37 Vert(LL) 0.04 5-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.07 5-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.04 5-7 999 240 Weight: 38 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 1503/0-3-8 (min. 0-1-8) 4 = 1541/Mechanical Max Horz 1 = 138(LC 8) Max Uplift 1 = 446(LC 8) 4 = 516(LC 8) Max Grav 1 = 1503(LC 1) 4 = 1541(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2333/677 BOT CHORD 1-8=-718/2151, 8-9=-718/2151, 5-9=-718/2151, 5-10=-718/2151, 4-10=-718/2151 WEBS 2-5=-488/ 1737. 2-4=-2414 /806 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=446, 4=516. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 832 lb down and 266 lb up at 1-5-12, and 832 lb down and 266 lb up at 3-5-12, and 832 lb down and 266 lb up at 5-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert:8=-832(F) 9=-832(F) 10=-832(F) ri'a ner r»ah:gknlie'9[R-r TtNv,SLY$-thB:s[:?44 iMOW MT, R,Wgr,.A.UOM:sixg-M, Ma, 4x fiw to tui'wtd±sm eds ias E:;tp n. ieg lG[; wld!'4NS I"&[R:t,-W.—Ssrt4ft"u. Gstin eenabe s#ela;DtiGC. id> M.eF;tuttx pMe ,ts:krsn tr ha tprakrtl;f. i Rip r{mn reexNy:xi ae ron. wM l6E sN.rytw•httrhs.l..rnrr.rm>alPrktxk mNHw-girAs eNlet sS[yGN nt.iryi.:le ksrpr n,ealian!, 6rosieq ata`srs shi:ae ..nt',ChOfyT TOmbo1::. F.E. rcdmni Mmrwumt .pries n!W M , w5w d regd k dswxt 7e'pw.urx 1 Mif #6'. w+l d sate ffk. f. sp'a d tltl aaN 1# 3 xfiy m®:drP: hlweaawal 'ar ikk he iu .xa'#ed 80083 ewoq r r rom, neuade P5atrwr x m rsm saw ea Sefi 6xaxm tUr MPah ms e rdweuwh r i s m aus#.pomvns ast s ors. s ,i,m* [,-na rmau ma's a..mxss 4,51 Sr „ar€e Blvd. ti:.a.is.wa t,wrxgh s.e, Bern, ,oat, xt m ss Qp is rs dx rws;,p xsky>< « Trass sk, a ta.w,r. ,.nod x os rda.t a in€ Fort G?erce; FL 34941 Capydght : SHidA-1 Raoi l;tsser Artihstr (.tamEe lh,Fi, itpsodea en atahisdunmeat, is oay Gsm: is pmh utd wilhex7 the wdntaparmissronhomA-i ttai ircsses Aelhtty 1.Inman Ot F1 Job Truss Truss Type Qry Ply RYAN HOMES / SUMMERLAND A0221730 WRCSUB5 VM3 Valley 1 1 Job Reference o tional At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:34 2018 Page 1 1 D:?sOQvilzBGko2hFpRYibzzzOpep-DUyEBUgm D kvbTub 16gk47BC234t5z 1 tEOZPd2JzuTTR 3-0-0 3-0-0 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix-P Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 90/2-11-6 (min.0-1-8) 2 = 67/2-11-6 (min. 0-1-8) 3 = 2212-11-6 (min.0-1-8) Max Horz 1 = 46(LC 12) Max Uplift 1 = 22(LC 12) 2 = 53(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Eicp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard O'air rinse;4ttxrcdIt-6,*41 V_J 1taS'v'>;M-r,EcnATI aOnf;k?SY:i:ltANI.IrS:5X9d:3Gifg(`0em-tetfi ksmt.txd!isme re6 uhsxGzs'usN+"9e.+zwhy,t6E;afd•,`,ene»t.:an»IH,ti-kfesm Sled Nhrt.a Imo..: 1:str dn;le?GC, xh tl:1ee %P>QYs h k+s mSe tOPmx nad k t ip:agl+re ,.` i lra+r t sepexT(GC ar san a,;ar a mode 'aW ry mo •rsryrsS+Ms'a•nrt skgdme -,kl rnry he iu t46 6 x!. IryI M 9 n paa., lxk: g eeef s tdim Anthor:y T. Tm bo t;:, F.E. vd rte/h t im rA84x r> :prvxk.xlk m'-m umx #gtda arkmv}k rye<une nxarM a ml d'-..iiq;Hs>nd Hl ixr{pedadd 1,8 cr ieN ed +g. w1e. Ilbur mdl orq.l F:dc. sax lb;nd b7f!, le lad, pr mi (xhax SY tee, sdaQ islk t"Sa h+tr *zes m4 trds mn dar rudrgtrmwasdfd+r fdaxaa l(SF r 3E sui &• Kai Sl.e dvenxl rnrd tailn iP hm #msree,zat., eu #+irsdne F. ss;euxe: Iran Pe.a rsgaea ee;ms xauhcMx:edess 4451 St :sme Blvd, aimnsalrnree.sr.u±r9 xpM$whu:reggeGgenzmulul."bet ss bcup fk,desiAl 3e 4Hs ae.a,aax,ar. ss.,skm.sta ct x.:Nxt.,WM.3 i§rmsma'm IH-L i Fort pierce, EL 34945 lopttigb(Li P616 A-1 Raof it;<sses-AmAtey t.tore6e 11', P.E, bjeadar eedthit dete.e., to eq lam; is prabibited*A.1 thewdttupermisuaebom d-t Raai lrxcsas-As hay1.taa:5a111, P.E. Job Truss Truss Type QtY Ply RYAN HOMES / SUMMERLAND WRCSUB5 VM5 Valley 1 1 A0221731 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 12:04:35 2018 Page 1 I D:?sOQvl lzBGko2h Fp RYibzzzOpep-hgWcPq rO_11 S42ADgXFJfPk8tUAOiU7N FDBAbmzuTTQ v0 0 3 2x4 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 16 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 164/4-11-6 (min.0-1-8) 3 = 164/4-11-6 (min.0-1-8) Max Horz 1 = 83(LC 12) Max Uplift 1 = 41(LC 12) 3 = 75(LC 12) Max Grav 1 = 164(LC 1) 3 = 164(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 1, 3. LOAD CASE(S) Standard W'Fna{-Nnurs,P:#.o.ka de'4'E::F'itgSx>;5 3'"-E!N 6.!!iu<SiPC;I't7is:i11_tl.':8 ir'iS:s%3,+i.AGM:Mt'M9_ixfikiM?:sadrM ukntt,'nrCe;a.m.mpilPF; vN de S Umliessa lir.r;,rsluene StrClefee ne. f?.:uueite skeeae'C4,tth 11IrtTla (1Cf k.$L'ffNlH Mt itEil NtpU f It 5't yi M C .parigivf '1t tprop(7RC P#SYb: to "rtigk MiA1[' %KIlapetN 6le.tldSvi(1'%ht rkt St9.FNt 4Njl:11 S ropt.hd?tlP r}p W„gr. ii i .k i4i tt as P3rMP,.IAIItp RNd'tiS 3 ht:1; ntii0fy Eat'.r F.E. as +t r wlAatw stx pr etms _-....rx. e.lxro-mca mra ye« i t x e1t,# aesYh:d ar:xe,<ni 1 ar a nFF . d ,.:H ur m.e es ax iu r ex w«„ i,+ Bombr'ibfl 3xr : 9egnftxeatt3r aatmHeraW p tsecl dns #dfs- mnxsM kexxmar rr.r {Gxidb ed SAS t*r iA±settx Mp ehilu:'1 aaroes:kx se.pesr€ztn=roe iiiesdta F. sAzpxx trsse @,;n [e}xm st,ws paw aann.rolnss aanxiuinpeih e'ta'BJ ssetl Weeawriki r+¢f pees annA. ?ei n7esrp&,mwrbNa #rxarp.e;,me,a F ns.nha mvt eatiy, ,. rq+q'ae!'s en e.le'ul ulrbl. 6451er ...1FL 3494 tepYrigi: l iCi 401b A -I teal tresxs-Antkasyt. Lambe lL',P.% tapradaaeoa 0 this daromaat. Sp any tare; 4pmkibila ithw th,.Brea pmmissiaa ham A-1 Kni irassas AMbeayt.tamka lll,PL Fart Pierce, FL u94t+ JANUARY 17, 2017 I'm A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTL01 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC I Attach Corner Jack's Attach End Jack's C w/ (2) 16d Toe Nails @ TC & w/ (4) 16d Toe Nails @ T 3) 16d Toe Nails @ BIC BC (Typ) 0 r` 3ch Corner Jack's 2) 16d Toe Nails TC & BC (Typ) ta>iq 0knsse0v. ceS e pe €d teC €s:4F5 f€#kG1`tik T',WSt 5 D"1;u.KSkP^M 'Y'(l3a Sty 4.'" r ma SaNlnaNtamvi m€rc0iwt as bai &fys&eng nre i sxt rrt 0sbr 4,p; t mxgM.,lAzs« sx+a.+ee iNSinsE Kwa r?riuswua S7.x0Rndfn Re'LOsie es llf.,.uhsgee-.Sle.>!CxpvnrlASi.n.rystd sn<seaup3nc.gaa xmu,isai n3e3+lu kwmd9esb7;xss tyzsdmYrP4±RGI Tb eup sans,4d jua.€ec.. smxer- Anthony T. To'bo i11,,P.E. reps€ ss'ae.s.U'yn0e spzbnr:--a€u . ra€,r€s.raaua,m n,as,ena ateuk x€ame€gaaw€n.i s,.ap. +xt"E.l€« ase:xs.sm0 rt,swm,.mi.eautWq ne r..a;€nd - _ 83u8? e WraeBrspa M'axbRp .Drgiuw•er odiknxrirteO Wael,u A'.k kkagtnxmrs€xxa T.t nHKeAt"mi 3.€rrsAu npdnrdaakna Rla &yes pr?om"it'nrs NOaesAx wsC:xpw,M"s R.+gr cxAm ud kn: ianezaa .r:s oa Rer AFL 3 946a•--:._; rat?ier.e,.F_ 3a446 appi,5r 6d 20fd!€-l:f0allrvsus-Acttaard. T0440.1. Rep sirf-01 This daumvJe ay term, 4p o Ahd.b606,,!no pOr.n,.r fi. kd icm Tutus, 4aigT 1"Al 111, 11 ' FEBRUARY 17, 2017 ALTERNATE GABLE END BRACING DETAIL STDTL03 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD HORIZONTAL BRACE SEE SECTION A -A) 2XG DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH C TRUSSSES @ F_ 24' O.C. 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - lOd COMMONS. BLOCKING A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1'-3'MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. ESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MINJ. PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - IOd COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WINO SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. FOR WINO SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE I ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. UKAL TRUSS I / STRUCTURAL AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING GABLE TRUSS / MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYEO STUBS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS GGYBACK JULY 17, 2017 I STANDARDCONN CITION DETAIL TRUSS, I STDTL04 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: Imo', ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE of CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772-409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. drvv.'Y.t.•mxaprH..W3IMCI .[tilH'lna,091,Rc&"OT",(i IUG_i <53J _'Skfs;^az. iM dS.l:1:{tM Kar crt 3:d iY,uk.l,ix:: axe -"es cdfeo-rma;to-zw b.3.?tr: ro+"„-at SAat't. =en_snr (.e'atIat, uk. M' a as ,ln e, &sdw da Fn3kt .*an ds +mi rebH aiu:4a cd&afi-faro± tdzsM t R;W?n kvi kAq:o-sok [Y 13 attx!" ia+ H Bari i rcrYR eg xa, r :li az ,ti^a et i vd. S L83 did U'q. mdr.,c . ski mvF.'cnav i da*u rec x,saiprt tr-saxa f. »ad xt MWW:P-ve ci i>i ." 44515' Lune Of di x_ aaa4h rar_1q y,p¢z magxegrc, aed :F 4vr i:sap `•4-I;>rf Axbx'hy t, pe, 6,x i,ixa.ar aafdtq to $..ds a_axa. h4ux'r; Fort A cite, FL: 34945 i (€ pyfith 7g?d'f2 ir i;r Rsrs Aatr sni. is Eu li1 P.L'iE 3isris stko-fuota-rmes},¢c•F'a.€3gm}n6 ei.ko¢Etar rit3anp¢razss:¢n ka ktt't¢ssr,4a,Llambelb P.0 _ JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED 1 STDTL05 A-1 ROOF TRUSSES 1—ra.11.m— FOF SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6" O.C. DETAIL A ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4- X 4.5") WOOD SCREWS INTO EACH BASE TRUSS. GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3' X 0.131" = 10d 2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL'A". 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C. E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. kR j?Its hS spl?K<xr3t`-tip.€i1.,,J,R.,.3'a.A.lA: i3Y.,S..Oi AT ,Ss;'JM = .,[l:ii E[£7"a'x Udk:tti§t neP ix e z:mGnt ansi (NsyE en2j Gt£su C_'.t tss 3as r,.;._`r.'.t d5, haw#wR:l fxs kY, IBB a' k i:nsa m [l b b .rtt[1Y U[ka. its leant g ,c, ,n €q _. ,P.s a,u* ( dfre uu x xx .smta la ea.h,p =m aw*xs k« sm, .r RE t»¢esp rx» vkd,ig ,Yms.am.>•;k i'`h0ey' T. Tomba:fl,. P.E. m6.0%, trrts+Na 6zt -.?e rsys a drk t. uk L+sxv n+n<^ss e7 rtx f=,*a,max urtan Srt R; «+::w scarAx.eh xu rr a zed 5±r3 ma¢.a u;eafp r3 ,prw ra g t sy t exifaz m+ s5e Fet iuss.md 8©t S3 ke :gi za (r+ee 3 ma^s_ e. €.Yr.Nre4s oipulen d'of "z 1Fxi irk ae ekereat pwr&y-4--' 4-- vanu,ck,x i(u s ges€a,+r,H mrr.m w es_a.,,.A^e s iaiet.epu,arr«s.sa fa tee @a•+r ktf e a, re es id tim;fi€ l5i woe 8lir?, FuIt kk w- te, L 3494fi apn:@6a 161kkk9 r(UmsFes katAcati, inane lE3,p.t; ieprn3sat os c(dawsent_ia Er^rfor; 7s atik i d;vi wai tie vFiakn ptraisf n area R-I Yu f 3aassrs rtArn I izwEa ltl,pf: _ I . JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL I STDTL06 GENERAL SPECIFICATIONS: 1. NAIL SIZE =3'X0.131'=10d 2. WOOD SCREW = 3" WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL A" 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. FORT PIERCE. FL 34946 TRUSS, OR GIRDER 772-409-1010 TRUSS SECURE W/C VALL YTM (TYPICAL) j IIBASE TRUSSES NO SHEATHING) N.T.S. GABLE END, COMMON TRUSS, OR GIRDER P [ 12 VALLEY TRUSS TRUSS TYPICAL) SEE DETAIL "A" BELOW (TYP.) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3112 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/TWO USP MAX SPACING = 24' O.C. (BASE AND VALLEY) WS3 (1/4- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. Keel Fe9xks;cxsltrx. k E e{{11YjS T, a ..T ,ii#, iik. t.dSIXl.i,(?6dlES`.T; hle t;kE!"#¢ toe. M: txla*.'.3s: M, n';, alas I}gR,&8ns(; :J ci C: set9ert:: i; A:YS i pG. #PC 16'$t 2&la X` 9 C WFp £ 1p 4 .- tk ccaii Whpn4Mk aat#fsaak + ems -i{w q! Nt"*i-6 tqk F. &pY— W,.9 sari I tic aaepu .aat ax rc c lu a ae F E f wet l w emu; k l Y (and 0 #t d,3AtA'W iffi. ,SI#f Oka It89tfk'4:C R!f Na $P£a A&piaf.£M'=i' fim ( N6x. .A[P #t {dG.O pie ¢9C*A' ! RI h f.P,i&QYF G'. UtixlH t.als'!# x sxrcegxr•=pxM^a. w!e :hl ,s.d.s r:eGA°JI °aBfK e i:n 4. ixm.tta*=Sa<IA+}:e;$kts. xeG, kti3x:H s fpgyrigtl , lgS5A3', tstEtrsin Aai9•t Af U3,P.E; bpAtemoftEis ewsna i"dagfmm,.6.1eaptimi' ,hamA 11wpow h4-1,10@ tin finny T<,.:Tonlbo 1,'; C E. SJ(ia3 44 1 St Lucie 0 %d I JULY 17, 2017 I TRUSSED HIGH WIND VELOCITY) AFL- I STDTL07 I A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 7-( WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UND DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2'- 10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON-BEVELEDu I IMAXIMUM6/12 PITCH NON -BEVELED BOTTOM CHORD BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) vmq;u.Mrd+ r.tt ':ilt1(ff7s.f¢p;S..:Kt1.,Ci'„d?SY;t{Yri(S€Fti a Kitr 4;:amcri u#.rl:a+;mi4+;st::r.+}r.S3+e;1_t;du 3.at,+i lrsie t}€.. 4 Mnae;gY'}ee.ii,-4E4 c5xwK sfr.e ae ix (ptm-r W ro+}xltt sm5 eain 5:?It:Rk d tsxls+s EN 7 {. e_spmh. .R!=xM ;'GCrc}r±sa';mxi ma ade qa4 xaa x±eafi esps:l 3 ;dis rN t„a t w:s epxx! ne ;: afrTN' ixt wvyc laa,, t: 3cg e,wiixa rdiea. An ilorp T Tombc i'I uF aksxs'rosssra ix`Angx:e ntm,alnrmth Crm Ra mr m jai yrmvCs knes}sss`} ,a kx ter; rir I bo :esth itt kUu{:e o€`YI iu, c+G>r t i me . NerxP.er „mw: easa€se:ap xs9l as mdhe rc:at ae'4a ,p. migA Rr083 it3Yaps¢5taY{NKq¢,al,Rsr t?k 'a` eSr mtF!iz4 d taA}ggC.3+it*asia;v/r61 t 3+^l Ft3k#WY'xksdYe(3E mens.,lAlahrdz a+#md-,X:t zC9At}.sCr.b,...®.S[Rs_eFnti+xu'rr,S Atm.4R'.x'u.l rss srl4 srczt+cFur gee o:n re acts *d-?ke }smsk:p, :, A tkr uwgDe. e,><1.a,: b-P.m.aprasdmP ,t~7 ate sice#4r so- a, eca eNa[si.= 4'S1 F3, t e 4,94 3ZEce, L 5!£ aaRM i6€Ek-€RaKl su#ses-Arta c2liTnl3t.R. ReaeAazteaa§frkisAs#rmtxt.#nsnT'arm, ispi @hA.edr;nsut arriarnperanisnhemAdtesikgsut Asshnspi.iembeltl.P.f. . ... FEBRUARY 17, 2017 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, 6' O.C. VERT STUD SECTION B-B A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0" O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. STDTL08 VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' O.C. 2) lOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS 12 PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. A Q VARIES TO COMMON TRUSS TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS A 4) Ed NAILS MINIMUM, ROOF 3X4= PLYWOODSHEATHINGTO SHEATHINGBSTDCK DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX.— NOTE: THE1. MINIMUM GRADE OF #2 MATERIAL IN TOP AND BOTTOM2. HAND IOd CONNECTION BETWEEN BOTTOM CHORD F GABLE END TRUSS WALL TO 12' MAX. AILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. TRUSSES @ 24' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT SPACED 4B' O.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. TO BLOCKING WITH (5) - 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 10d NAILS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED k:710. 10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. SEE SECTION A -A) 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. ENO WALL MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE IAGONAL BRACE 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP #3 [ STUD 12" O.C. 3-8-10 5-6-11 6-6-11 11-1.13 2X4 SP #3 / STUD 16' O.C. 3-3-10 4-9-12 6-6-11 9.10-15 2X4 SP #31 STUD 24' O.C. 2-8-6 3-11-3 5-4-12 B-1-2 2X4 SP #2 12' O.C. 3-10-15 5-6-11 6-6-11 11-8-14 2X4 SP #2 16' O.C. 3-6-11 4-9-12 6.6-11 10-H 2X4 SP #2 24' O.C. 3-14 3-11-3 6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS G' D.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE .1.60 CONNECTION OF BRACING IS BASED ON MWFRS. T-BRACE / I -BRACE DETAIL FEBRUARY 17, 2017 WITH 2X BRACE ONLY STDTL09 NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL- T-BRACE / I -BRACE MUST COVER 907 OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE; FL 34946 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T—BRACE / I —BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING k A k k A BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 1-BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 1-BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS SECTION DETAILS NAILS WEB FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2XG STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THEAdWTOPCHORDORDIRECTLYABOVETHEBOTTOMCHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATE BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE. FL34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - IOd SCAB WITH (3) - lOd TO TOP CHORD NAILS (0.131' X 3') NAILS (0131' X 3'). r ATTACH TO VERTICAL WEB LS10d 0131' X3 NIBLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL ATTACH TO VERTICAL WEB WITH (3) - 10d SCAB WITH (3) - 10d NAILS ( 0.131' X 3') NAILS (0.131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK ( TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH ( 2) #12 X 3' WOOD SCREWS 0216' OIA1 INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINE WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 A. e A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 LATERAL TOE -NAIL DETAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SIP OF HIP SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 c 0 J 135 93.5 85.6 74.2 72.6 63.4 ri 162 108.8 99.6 86.4 84.5 73.8 128 74.2 67.9 58.9 57.6 50.3 0Z0J 131 75.9 69.5 60.3 59.0 51.1 in 148 81.4 74.5 64.6 63.2 52.5 N M VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 35') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 845 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00° ANGLE MAY VARY FROM 30' TO 60' STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE ENO DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4). 3 NAILS - NEAR SIDE NEAR SIDE NEAR SIDE 45.00° SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00° FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L7 131 59 46 32 30 20Z O J 135 60 48 33 30 20 Ln 162 72 58 39 37 25 J 3E O 128 54 42 28 27 19 z Z 131 55 43 29 28 19 LLI 148 62 48 34 31 21J J V Q Z 120 51 39 27 26 17 O Z 128 49 38 26 25 17 O 131 51 39 27 26 17 J O 148 57 44 31 28 20 M NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WINO OOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WINO DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (OOL FOR WINO) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL rx USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S. E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 I.0x4 TYP 2x2 NAILER ATTACHMENT I STDTLI3 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-101 29'-0" Mean Height, Exp. B, C or D. TYPICAL ALTERNATE BRAC April 11, 2016 I FO EXTERIOR FLAT G R EIR TRUSSIL I STDTLI4 4) 12d TRUSS 24" O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES 4) 12d MAX 3011(2'-6") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 @adn§ tkmrMrn n me it A t3Jf tlpS f`if. "§' i5,11L7;3 fa 's Mlxlt "f3'[Cii,i `1 .6.elCh M frx(84.pp +MtN§aln M'I NfiNaf Ba xp iPt addi 9am,i lxN. a.11. iiM 9wkpflr ,lbns to :ie,NrinWF»h- aBMrosa f&+t za urwi ba pet§'DMw,ihi flni Ertl: Eea wie.,w<a^'`-fian,, Yr rx.gK-ieq«sabae,wiva6s ,u e e pangeYara:AfMarfezma rw;: skrM.x/:.4Ca,.d,.1x.: ?p inFg.vs Yws7ea^7,•'uwe ,»wi 4't.h^m: T. TcmDtt 'iI, P.E. t a«a,aak x. +t z s.afr a.c.w'«sa.a..a x.s§a pw ga.:mnraa, m:§»si:.e a. walw+a v,r of Et ar o.a of Qaun a: €.ne m.cy +rz aa ,.fy ai.ar as ,zp,s:d,a.:. s80093 de §aie o:•azaw u«a<aw-smzr.s r, nata rrtm. f.a>n. .saM saa e„ Mss,Hei ae ssfi:f::a,.waua-a .sn sum.+ n»»zsta s,a..»:aa. :.z, zrv.in+: s*,am.w,=n>w.a«a.«.Fez,- aa5i. St IA16CWvd. rAre-ieeda+al.f,aars a^fa.e.agi.dsM+f+•f+f. €br'.mf kcy.;unfe RC of wap gs ar Im:S.ma. Epa_s a.q a:5aq.wam k.rw :ef afaw.tn!• Fw Pi-3 ,.FL 349:6msa ti'gliipAf J7Dl§At ki.Milea s-Ms'+apq Lisr6a,;tl,i.E.:Repsedec imlddSs dxomms:n oAr iwm,.spinAfFnii.+Mnur sArgrmaapnwtss:ha'm Ai Roail rssas txfEul l.imaba ltifj.f. I J FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES C s A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SIP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48' 3657 5485 3346 1 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (.131' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRE (L) IS CALCULATED AS FOLLOWS: L = (2) X - C 10d NAILS NEAR SIDE IOd NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE ENO DISTANCE, EDGE ISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12112 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, F) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' IA. X 3') SPACED 6' D.C. 2. THE ENO DISTANCE, EDGE ISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO 8E USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12112 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES A-1 ROOF TRUSSES A FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "BCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss'drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 12) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax www.AItruss.com S i"_"" STRUCTURAL MININFC'TORS' A Wok' Company Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% USP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 4) - lOd (Header) FL821.39, 2) - lOd (Joist) 11- 0510.01, RR 25779 L US24 670 765 825 490 4) - 10d (Header) 2) -10d (Joist) T2 JUS26 1881, 850 975 1060 1115 4) - 1Od (Header) FL821.42, 2) - lOd (Joist) 11- 0510.01, RR 25779 LU526 865 990 1070 1165 41-10d(Header) 2) -10d (Joist) T3 MSH422 1831, 2025 2025 2025 22) - lOd (Face -Face Max Nailing) FL822.36, 6) - lOd (Face -Top Max Nailing) 08- 6) - 10d (Joist - Face Max Nailing) 0303.06, 6) - 1Od (Joist - Top Max Nailing) RR 25836 4) - 10d (Top - Top Max Nailing) 13116-R THA422 2245 2245 2245 6) -16d (Carried Member -Face Moun[J 6) -10d (Carried Member - Top Flange) 22) - 16d (Face - Face Mount) 2) - 16d (Face - Top Flange) 4) - 15d (Top - Top Flange) THA1422 1835 1835 1835 2)-]0dx1-1/2 or2-lOdx1-1/1 (Carried Member) 20) -10d or (2) -10d (Face) 4) -10d (Top) T4 THD26 1781, 2485 2855 3060 2170 18) - 16d (Face) FL13285.35, 12) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 11) - lOd x I-1/2 (Carried Member) 20) -10d x 1-112 (Carried Member - Max Nailing) 20) -16d x 1-112 (Carrying Member) 20) -16d x 1-112 (Carrying Member - Max Nailing) S STRUCTURAL CONNECTORS` A Wak' Company Hangers Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 19) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS25-2 2785 3155 3405 1550 14) - 16d (Face) 6) -16d (Joist) HTU26-2 2940 3340 3600 2175 20) - 10d (Carried Member- Max Nailing) 20) - 16d (Carrying Member - Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 28) - 16d (Face) FL13285.35, 16) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 26) -10d x 1-112 (Carried Member - Max Nailing) 16) -16d (Carrying Member - Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU528-2 4210 4770 5140 2000 22) -16d (Face) 8) - 16d (Joist) HTU28-2 3820 4340 4680 3485 26) -10d (Carried Member- Max Nailing) 26) -16d (Carrying Member- Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS46 2790 3160 3410 1550 14) -16d (Face) 6) - 16d (Joist) USP STRUCTURAL r..0NINJH-TORS' A Wak' Company Hangers Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST USP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS48 4210 4770 5140 2000 22) - 16d (Face) 8) -16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 13116-R HGU526-1 4355 4875 5230 2155 20) - 16d (Face) 8) -16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 HGU526-3 4355 4875 5230 2155 20) -16d (Face) 8) -16d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 36) - 16d (Face) F L821.77, 10) - 16d (Joist) RR 25779 13116-R HGU526-2 7460 7450 7460 3235 36) -16d (face) 12) -16d (Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 36) - 16d (Face) FL821.75, 10) - 16d (Joist) 06- 0921.05, RR 25779 HGU528-3 7460 7460 7460 3235 36) -16d (Fate) 12) - 16d (Joist) US mopSTRUCTURALCONNECTORS' A MiTek"Cornpany Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners 4) - 10d (Header) 4) -10d (Header) Tl JUS24 LUS24 2) - 10d (Joist) 2) - 10d (Joist) 4) -10d (Header) 4) - 10d (Header) T2 JUS26 LUS26 4) - 10d (Joist) 4) - 10d (Joist) 22) - 10d (Face - Face Max Nailing) 6) -16d (Carried Member - Face Mount) 6) - 10d (Face - Top Max Nailing) 6) -16d (Carried Member - Top Flange) T3 MSH422 6) - 10d (Joist - Face Max Nailing) THA422 22) -16d (Face - Face Mount) 6) - 10d (Joist - Top Max Nailing) 2) -16d (Face - Top Flange) 4) - 10d (Top - Top Max Nailing) 4) -16d (Top - Top Flange) 11) -1Od x 1-112 (Carried Member) 18) - 16d (Face) 12) - lod x 1-1/2 (Joist) 20) - 10d x 1-112 (Carried Member - Max Nailing) T4 THD26 HTU26 20) -16d (Carrying Member) 20) -16d (Carrying Member -Max Nailing) 18) - 16d (Face) 14) - 16d (Face) T5 THD26-2 HHUS26-2 12) - 10d (Joist) 6) -16d (Joist) 28) - 16d (Face) 16) - 10d x 1-112 (Carried Member - Max Nailing) T6 THD28 HTU28 16) - 10d x 1-1/2 (Joist) 26) -16d x 1-112 (Carrying Member- Max Nailing) 28) - 16d (Face) 22) -16d (Face) T7 THD28-2 HHUS28-2 16) - 10d (Joist) 8) -16d (Joist) 18) - 16d (Face) 14) -16d (Face) T8 THD46 HHUS46 12) - 10d (Joist) 6) -16d (Joist) 28) -16d (Face) 22) -16d (Face) T9 THD48 HHUS48 16) - 10d (Joist) 8) -16d (Joist) 20) - 16d (Face) 20) -16d (Face) T10 THDH26-2 HGUS26-2 8) - 16d (Joist) 8) -16d (Joist) 20) - 16d (Face) 20) -16d (Face) T11 THDH26-3 HGUS26-3 8) - 16d (Joist) 8) -16d (Joist) 36) - 16d (Face) 36) -16d (Face) T12 THDH28-2 HGUS28-2 10) - 16d (Joist) 12) - 16d (Joist) 36) - 16d (Face) 36) -16d (Face) T13 THDH28-3 HGUS28-3 10) - 16d (Joist) 12) - 16d (Joist) USPPOSTRUCTURALCONNECTORS' A MiTek' Company 1 f a JUS24 JUS26 MSH422 s v£ TH D26 TH D26-2 TH D28 I i p art r THD28-2 THD46 THDH26-2 rn 211. JJ THDH26-3 THDH28-2 THDH28-3 REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe the issue or damage, and email to design@altruss.com. Engineering sheets correctly marked with the issue / damage are required. NOTE: Photos of the issue / damage can be included with the engineering sheet, but pictures by themselves are in most cases not very helpful. 1. Do -not attempt to repair truss until contacting truss manufacturer for recommended repair. 2. If there are any special circumstances (sheeted, ductwork or similar obstructions, etc.) please make sure you note it on the drawing or email request. 3. We cannot provide sealed drawings for "field built" trusses. 4. See example markup details below. BREAK: Use a Ime to denote the MISSING I DAMAGED PLATE: i exact location of the breakCircle blissing or Damaged Plate I I 2 3 T1 4 5 5 7 8 9 11 12 13 f T1 0r'IN401111, 41N4W.AA" N ALTERNATE I REMISED BEARING LOCATION: 7 Draw in new location of bearing, and pro+ride dimension of it's location MISSING PIECE: Ifthere are multiple breaks, resulting in missing M TRUSS MODIFICATION: ? If truss is too long/short, provide detailed 1 sketch and provide dimensions as needed MISSING I DAMAGED PLATE: Circle Missing or Damaged Plate BREAK: Use aline to SPLIT I CRACK: Denote exact location of = denote exact location of break damage, and prv, de length if greater than 12" s DEFLECTION ( CROWN: Denote exact location of where the start and 1" out of plane stop of the Issue, as well as dimensions of where the Issue occurs. 10 0 0 30, 0,: HATCH LEGEND 8'- 0" / 8'- 8" A.F.F. INNNE 8'- 8" / 9' - 4" A.F.F. 14' - 4" / 15- 0" A.F.F. 18' -1 7/8" / 18' - 9 7/8" A.F.F. m 1i Oil 4 r- NOTE: Trusses are designed for SHINGLE material. Gravity c> S,Dooa) / upuT1 p - Notify truss manufacturer if material is other than shingle. Horizontal (> 350s) 30, 0' tl C71A CiA 4J3A f c CJ_A i A02.A r" A131 A04A Vro: two AUSrl N A05A AWIA AMA _ m A03i1 A06A 6fsA e. o, 8 A 3A Br 3A 2A to M,A y j1A CJ2A I i CJbA CIA 5F- S) 1— 11 UNLESS NOTED OTHERWISE) NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THEe= STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. a o - A "s ` 1-7 ^ REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. _ FOR BRACING & ERECTION DETAILS REFER s m a TO BCSI-03 AND/OR ENGINEER OF RECORD REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING JUS24 Hi THD46 C JUS26 C! ? MSH422 J THD26 K , MUS26 - - - THD28 <L 1 - - THD26-2 Mj -- - THD28-2 WWI HANGER BY BUILDER - - LOADING ROOF FLOOR WIND LOAD m _ 0.o LIVE LOAD 20 40 ASCE 7-10 e E e — oF DEAD LOAD- 10 10 150 MPH EXP C o LIVE LOAD 10- O CATEGORY It m _ ig - - mo a-e ece- 5 DEAD LOAD 10 5 ENCLOSED = m o a E " m E e c E TOTAL LOAD 40 55 1 BC-2017 i DURATION FACTOR 125 1.00 TPt - 2014 m tz m - - - - REV DATE BY REMARKS - REVISE BOTTOM RIBBON Of FLOOR TRUSSES TO 01 D2/23/2DT7 ECC 2X6 02 i01/03/2018 1T CODE UPDATE Er_ III E E It is understood that above - conditions have been reviewed I APPROVED - - are acceptable for the ®_ m - fabrication at trusses, APPROVED AS NOTED elevations,pitches, overhangs, U - fasclas,ceiling REVISE AND RESUBMIT eleva6ons/pitches, bearing REJECTED a E a e - - conditions & all detail pertaining to this truss placement plan. No back charges will be accepted without previous written DATE approval from an A-1 Roof = _- Trusses re resentative. REVIEWED BY e s PLAN DATE ARCH:--/--J---- STRUCT: CUSTOMER RYAN HOMES m= JOB NAME SUMMERtAND'B' - - _ _ OPTION(S) 8LDR00M5YL.YfR00Af a, COMMNTY - - _ d - LOT X `_ GARAGE -RIGHT' BLDG e = _ if JOB N - MASTER WRCSU85 ff DRAWN SCALE DATE 11/15/2017 - A4P NT,S. A-1 ` ROOF - e - - = TRUSSES - E A FLORIDA CORPORATION < g` _ - - Ph 772-409-1010 1 Fax 772-409-1015 RECORD COPY D City of Sanford Building and Fire Prevention Product Approval Specification Form vILDlNG, ANFORD Permit # # 1 8 - 6 3 6 RTN' Project Location Address S G(al e,- DGt,- As required by Florida Statute 553.842 and Florida AdmWstrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2/15000.4 Sliding Ply Gem 4780 SGD 14634.2 - R1 Sectional Wayne Dalton 9100 - #0600 / #0607 9174.11 8174.20 - R11 Roll Up Automatic Other 2. Windows Single Hung PI Gem 4712 4812 14039.1 14039.2 - R2 Horizontal Slider Casement Double Hung Fixed PI Gem 4701FL 705 14253 - R3 Awning Pass Through Projected Mullions PI Gem 4700 15264 - R1 Wind Breaker Dual Action Other June 2014 1 Category/ Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum I 12194 - R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R11 Underlayments InterWrap Inc. Rhino Roof Underlayment 151216 - R2 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 Millennium Metals Inc. MMI-213 Off Ridge Vent 16568.2 - R1 Other June 2014 Category/Subcategory Manufacturer Product Description 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 Lott's Concrete Products Lintel 17867 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Vicky Otero Please Print) June 2014 Caristruction Products 1. Product Name Grace Vycor@ Plus Self -Adhered Flashing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fax: (410) 431-7281 www.graceconstruction.com www,graceathome.com 3. Product Description BASIC USE Grace Vycor@ Plus Self -Adhered flashing is a self-sealing, fully adhered, composite flexible flashing designed to protect critical non -roof details from air, water and moisture infiltration. It provides an excellent positive seal around the outside and inside of doors and windows and can be used to seal joints, seams, holes and other undesirable openings in wall systems. COMPOSITION & MATERIALS Grace Vycor Plus Self -Adhered Flashing is a 25 mil (0,64 mm), cold applied, self -adhering - membrane consisting of a 3 mil (0,07 mm) high density, cross -laminated polyethylene film coated on one side with a 22 mil (0,56 mm) layer of rubberized asphalt adhesive. For ease of application, the rolls are interwound with a disposable siiicone coated release sheet. The flashing is a dark gray -black, Grace Vycor Plus Self -Adhered Flashing is now available with RIPCORDTMt, a cord embed- ded in the adhesive layer that allows split release on demand. RIPCORD makes the mem- brane installation faster and easier and enables proper integration with the other waterproofing elements of the wall system. Priming is generally not required for most substrates provided they are clean and dry. However, on concrete, masonry and DensGlass Gold@ apply Perm -A -Barrier@ WB Primer. If adhesion is found to be marginal, also prime wood composition and gypsum sheathing with Perm -A -Barrier WB Primer. The coverage rate for Perm-A-Barrler.WB Primer is 250 - 350 ff2/gal 6 - 8 m?/L). SEES Grace Vycor Ms Self -Adhered Flashing is available in 75 (22-9 m) rolls in widths of 4", 6", 9" and 12" (100, 150, 225 and 300 mm), The 4" 100 mm) width is packaged 18 rolls per car- ton; the 6" (150 mm) is packaged 12 rolls per carton; and the 9" and 12" (225 and 300 mm) are packaged 6 rolls per carton. LIMITATIONS Grace Vycor Plus Self -Adhered flashing must not be applied in areas where it will be per- manently exposed to sunlight, and must be covered within a reasonable amount of time not to exceed 30 days, Grace Vycor Plus should not be used in hot desert areas in the southwestern Unified States. The following sealants are chemically com- patible with the adhesive side of Grace Vycor Plus Self -Adhered Flashing if the specific formu- lation does not contain hydrocarbon solvents: silicone, acrylic, butyl, 1-part polyurethane and 2-part polyurethane. This flashing is incompcd- ble with creosote; joint sealants containing polysulfide polymer or hydrocarbon solvents, products manufactured from EPDM and flexi- ble PVC, and certain caulks, For more informa- tion, refer to Technical Letter 1, "Chemical Compatibility with Other Building Materials and Sealants," Grace Vycor Plus Self -Adhered Flashing is designed for NON -ROOF flashing applications. The membrane is slippery - do not use on the roof, DO NOT walk on the membrane. 4. Technical Data APPLICABLE STANDARDS ASTM International ASTM C836 Standard Specification for High Solids Content, Cold Liquid -Applied Eastomeric Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test' Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic 6astomers-Tension ASTM D570 Standard Test Method for Water Absorption of Plastics ASTM D903 Standard Test Method for Peel or Stripping Strength of Adhesive Bonds ASTM D1876 Standard Test Method for Peel Resistance of Adhesives (i Peel Test) ASTM D1970 Standard Specification for Self - Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dimensions FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICAL/CHEMICAL PROPERTIES See Table 1, 5. Installation STORAGE Protect materials from rain and physical dam- age. Pallets of Grace Vycor Plus Self -Adhered Flashing should not be double stacked on the jobsite. Provide cover on top and all sides, allow- ing for adequate ventilation. Store this product in its original, unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees C), under dry conditions and away from exposure to direct sunlight. Store all prod- ucts in a dry area away from high heat, flames or sparks. Store only as much material at point of use as is required for each day's work. ENVIRONMENTAL CONDITIONS Grace Vycor Plus Self -Adhered Flashing can- not .be applied to moist or damp surfaces. After precipitation, allow a minimum of 24 hours for drying before installing the flashing, Grace Vycor Plus Self -Adhered Flashing can be applied at air and surface temperature of 25 degrees F (4 degrees C) and above. APPLICATION METHODS Surface Preparation Substrate must be smooth, clean, dry and free of voids, spatted areas, loose substrate, loose nails, other sharp protrusions or other matter that will hinder the adhesion or regularity of the flashing installation. Clean loose dust or dirt from the surface wherever Grace Vycor Plus Self -Adhered Flashing is to be applied by wip- ing with a dean dry cloth or brush. If the flash- ing does not adhere properly to the substrate, apply Perm -A -Barrier WB Primer at a coverage rate of 250 - 350 ft2/got (6 - 8 m2/L). Allow primer to dry completely, approxi- mately 1 hour depending on weather condi- tions, before application of flashing. Excess primer will not improve the adhesion of the flashing. The primer is considered dry when the substrate returns to its original color, mini- mum 1 hour. If primed areas are not covered that day, reprime area if there is significant dust or dirt contamination. Flashing Application Install the membrane following the shingle principle: Apply the top membrane layer over the bottom layer so that the system sheds water. For ease of installation,. Grace Vycor Plus Self -Adhered Flashing has measure mark- ings at 61' and 12" 052 and 305 mm) intervals. Cut Vycor Plus into appropriate lengths, SPL40ATAa and MANUSPECe are registered trademada of Reed E vier Inc The ten port SPE-DATA format mnfoma to the editorial style 42, Reed Construction of The Construction SpacMccdicris hfitute wA h used wtlh lhe'" p-tfr tm the monutochuer i fesponsi6la for tedsdcal acmrocy. °2005 Reed Construction Data. M Rights fieserved Data,. Use RIPCORD to split the release paper and adhere half of the membrane, if necessary. Peel release paper from roll to expose rub- berized asphalt and position flashing to cen- ter over joint location before applying, Move along opening or joint, being careful to put flashing as evenly as possible over the open- ing and avoiding fishmouths along the edges. Roll flashing firmly into place to ensure contin- uous and intimate contact with the substrate. If wrinkles develop, carefully cut out affect- ed area and replace in the similar procedure outlined above, The repair piece also must be pressed into place as soon as possible to ensure continuous and intimate contact with the substrate. Grace Vycor Plus Self -Adhered Flashing must be continuously supported by the sub- strate and must not span or bridgb joints, gaps or voids in excess of 114" (6A mm). End laps that occur in subsequent lengths must maintain a minimum overlap of 3" (75 mm). PROTECTION Grace Vycor Plus Self -Adhered Hashing must be protected from damage from other trades or construction materials, SAFETY, STORAGE & HANDUNG Grace Vycor Plus Self -Adhered Hashing prod- ucts must be handled properly. The best infor- mation on safe handling, storage, personal protection, health and environmental consid- erations has been gathered. Material Safety Data Sheets (MSDS) are available from the manufacturer upon request. All users must acquaint themselves with this information. Carefully read detailed precaution statements on product labels and MSDS before use, 6. Availability & Cost AVAILABILITY A nationwide network of distributors carries Grace Vycor Plus Self -Adhered Hashing prod- ucts, Contact a Grace Construction Products representative for ordering and delivery information, COST Grace Vycor Plus Self -Adhered Flashing is competitively priced. For specific information, contact a Grace Construction Products repre- sentative, FLEXIBLE FLASHING 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPERTIES OF GRACE VYOOR PLUS SELF -ADHERED FLASHING Property & test Typical value Color Gray -Black Thickness, ASTM D3767, Method A ' 25 mil (OA4 mm) Low temperature flexfbifily, ASTM D1970 Unaffected at -45°F (43°C) Dongation, ultimate failure of rubberized asphalt, per ASTM D412 200% minimum Cracked cycling 100 cycles per ASTM U36 Unaffected at -25°F (-32°C) Lap adhesion at minimum application temperature, 60 pit (875 N/m) width ASTM D1876 Modified Adhesion to concrete of minimum application temperature, 60 pif (875 N/m) width ASTM D903 7. Warranty Grace Vycor Plus Self -Adhered Flashing is war- ranted at the lime of shipment to meet Grace's published specifications, 8. Maintenance Grace Vycor Plus Self -Adhered Hashing, when installed in accordance with manufacturer's recommendations, will not require maintenance. 9. Technical Services Full-time, technically trained Grace Construction Products representatives and technical person- nel, backed by research and development staff, provide support. 10. Filing Systems First SourcO Additional product information is available from the manufacturer. W. R. Grace & Co. -Cann. hopes the information here uill be helpful B is based upon data and knowledge considered to be true and accu- rate and is offered for the users' consideration, Investigation and ver- ficatiort but we do not warrant the results to be obtained, Please read of statements recommendations and suggestions in conj = lion with our conditions of sale, which apply to of goods suppled by us, No statement, recommendation or suggestion is intended for any use which would infringe any patent or copyright, W. R. Grace & Co. Conn. 62 Whittemore Avenue, Cambridge, MA 02140. In Canada Grace Canada Inc. 294 Clements Road West, Ajax, Ontario, Canodo LIS SU B'duthene, Perm -A -Bonier and Vycor are registered trademarks and RPOC)WD 4 a trademark of W. R. Grace & Co. -Conn Densgoss Gold is a registered trademark of GeoTgia-Poculc corporation. Copyright 23N W. P Grace & Co,Conn. TP-098E . Printed in the USA. 8/04 A5/U/3M SPEGDATAe and MANI!•sPEae are registered trademorls of Reed Dsevier Inc The ten port SPEGDATA format conforms to the editorial style Reed Construction of The construction SpedRcarions I Via and k used vnth ltse'v pemussion The morerfacMer it resporwble for techNcol ocauacy. °3T05 Reed Consintc6on Date AO Rights Reserved Data. 9 lashing Application Instructions for Windows WINDOW INSTALLATION METHOD A: BEFORE WEATHER -RESISTIVE BARRIER Based on the climatic conditions and the exposure of the window, there are a number of different flashing options. The method below is only one of the recommended options (see Detail VCRDET-102) which meets AAMA criteria. Refer to the subsequent details (VCBDET-100 to 106) for additional flashing options located on pages 27-33. Step One: Pre-cut the Grace Vycor Plus flashing using the measurement markings. The length of the flashing should extend beyond the sill equal to the width of the jamb flashing (see Table I, page 8). Step Two: Before installing flashing on sill and jambs, locate the RIPCORD. 13 Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dowsill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of win- dow sill upward. Roll firmly into place as necessary. Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive barrier. Splitthe release paper Install window as per manufacturer's recommendation. in half allowing for easy If sealant is used, ensure all excess sealant is removed from installation. nailing flange and surrounding area to provide a smooth con- tinuous substrate. (ASTM does not require a sealant on top of window flange when using self -adhered flashing.) E dashing Application Instructions for Windows WINDOW INSTALLATION: METHOD A BEFORE WEATHER -RESISTIVE BARRIER (continued) Step Four: Apply the pre-cut jamb flashing onto the nailing flange. Position above the head flange. Unroll flashing and expose adhesive by removing the release paper. Roll firmly into place as necessary. Repeat on the other side. Step Five: Install the pre-cut flashing over window head flange by removing release paper. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. Step Six: Install weather - resistive barrier as per manufacturers recommendations. Position weather - resistive barrier under sill flashing. Remove remaining half of the release paper from the sill flashing. Adhere to weather -resistive barrier to ensure a water shedding tie-in. 11 Flashing Application Instructions for Windows METHOD B: AFTER WEATHER -RESISTIVE BARRIER In this option (see Detail VCRDET-100) the weather -resistive barrier has already been installed before the window and flashing. i 1'yf Step One: Cut and remove weather - resistive barrier from rough opening of window sill. Secure, if necessary, to face of sill. Score and fold weather - resistive barrier above header. Temporarily secure to allow for flashing installation. Step Two: Pre-cut the Grace Vycor Plus flashing using the measurement markings. Use caution when cutting the membrane. 4 sk f-srt Step Three: Before installing sill flashing, locate the RIPCORD. Split the release paper in half allowing for easy installation. Ell Flashing Application lnstruitions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Four: Reroll the pre-cutflashing. Position inside of rough opening on the vertical jamb. Apply flashing to window sill by removing half of the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of windowsill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb flashings. Install window as per manufacturer's recommendation. If sealant is used, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. is Step Five: Applythe pre-cutflashing onto the nailing flange after window has been installed. Position jamb flashing above the head flange. Note: Do not remove the release paper on the other half of the flashing if future tie-in with top of vinyl sid- ing is required by others see Detail VCROET-107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Six: Install pre-cutflashing over the window head flange by removing release paper, exposing the adhe- sive. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. 7 Step Seven: 1 _ Remove temporary secum- ment of weather -resistive barrier above header. Fold over head flashing. Seal with weather -resistive barrier seam tape. Install siding and flashing below window as per siding manufacturer's or Vinyl Siding Institute recommendations. Step Eight: Flashing should be long enough to direct water over the nailing flange of the last course of siding see Detail VCRDET-107). Trim excess flashing that hangs below the nailing flange. Discard in appropriate manner. Note: These same steps can be used for other accessory openings i.e. under doors, electrical outlets). Flushing Application instructions for Doors DOOR INSTALLATION Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. 13 Step Two: Install the weather - resistive barrier as per manufacturer's recom- mendation. Cut outthe weather -resistive barrier from rough door opening. Remove also from inside bottom of sill. Step Three: Install corner patch under- neath the weather -resistive barrier as per Detail VGRDE%201. Repeat on other side. Note: Bowtie corner patch option is shown in photo. For door installation detail refer to page 35 (VCRDET 200). For deck installation detail refer to page 37 (Detail VCRDET- 300). For complete deck installation guidelines consult the deck section of this book. Flanged Window VCRDEr-100 Flashing Installation After Weather -Resistive Barrier FOLD UP WEATHER - MECHANICALLY FASTEN WEATHER- RESISTIVE BARRIER & AS NECESSARY RESISTIVE TEMPORARILY SECURE CORNERS THROUU GH BARRIER GRACE VYCOe PLUS EXTERIOR WEATHER- SHEATHING RESISTIVE I 3 BAFUUER SILL PLATE TAPE SEE VCRDET-106 O '' 3 . FOR OPTIONS) IS (ASSEA19tIDVANOON) E ; Q e GRACE VYCOR'V PLUS DO NOT FLASH OVER BOTTOM NAILING FLANGE Flanged Window VCRDET--101 Option 1- Low Exposure MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR® PLUS --\ GRACE VYCOR®PLUS DO NOT FLASH OVER — BOTTOM NAILING FLANGE EXTERIOR SHEATHING SILL PLATE SEE VCRDET-106 FOR OPTIONS) Head flashing tie-in instructions: 1. Cut, fold up and temporarily secure weather -resistive barrier above header to allow for flashing installation 2. Install Grace Vycor Plus head flashing under weather -resistive barrier 3. Fold weather -resistive barrier back over head flashing and seal with tape Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. HIPCORDO (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove weather -resistive barrier from top of window sill plate 4. Install Grace Vycor Plus in order shown by numbers 5. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 6. Detail also relevant for Grace VycorV40 Notes: 1. For the most current details, installation video and product information, see our web site at www.grqceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. If applicable, leave release paper on lower half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Flanged Window VCRDEr-102 Option 2 - AAMA Recommendation NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOe PLUS -1 C ' GRACE ; VYCOR® PLUS ' GRACE VYCOR® PLUS I DO NOT FLASH OVER BOTTOM NAILING FLANGE Flanged Window VCRDET-103 Option 3 - Severe Exposure Notes: EXTERIOR SHEATHING 1. For the most current details, installation video and product information, see our web site at wvvw.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR PLUS . GRACE VYCOR® PLUS DO NOT FLASH OVER J BOTTOM NAILING FLANGE EXTERIOR SHEATHING SILL PLATE SEE VCRDET-106 FOR OPTIONS) GRACE VYCORO PLUS 3. Install Grace Vycor Plus in order shown by numbers 4. If applicable, leave release paper on lower half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. If applicable, leave release paper on lower half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Half Round window VCRDEr-104 Option 1 - Low to Moderate Exposure Notes: 1 For the most current details installation video REFERTO TEGHNIGAL— LETTER „1 ON CHEMICAL COMPATIBILITY WITH NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE EXTERIOR SHEATHING SILLand product information, see our web site atSEEVCRDEEVCRDET-106 p GRACE VYCOR® PLUS — FOR OPTIONS) www.graceconstruction.com l 2. RIPCORD° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers z GRACE 4. Mechanically fasten as necessary VYCORO PLUS 5. If applicable, leave release paper on lower CORNER PATCH SEE VCRDEr-504 half of sill flashing until future tie in FOR OPTIONS) 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 Half Round Window VCRDET--1o5 Option 2 - Severe Exposure EXTERIOR SHEATHING REFER TO TECHNICAL — LETTER #1 ON CHEMICAL COMPATIBILITY WITH NAILING FLANGE GRACE VYCORO SILL PLATE sEE VCRDET-106 _ FOR OPTIONS) G 4 I DO NOT FLASH OVER BOTTOM NAILING FLANGE Notes: 1. For the most current details, installation video and product information, see our web site at www.gracecoristruction.com 2. RIPCORD(Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown E. by numbers R® PLUS 4. Mechanically fasten as necessary 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 Sill Plate OptlonS VCRDE(106 OPTION - A NOTE #2 J WALL SHEATHING 7z VINYL GRACE VYCORO PLUS WOODEN SIDING SILL PLATE SEE NOTE #2 OPTION - B CORNER PATCH OR COMPATIBLE SEALANT WOODEN FURRING STRIP SILL PLATE i WALL SHEATHING die -in with Vinyl Siding at Window Sill VCRDET-107 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove weather -resistive barrier from top of window sill plate 4_ Install sill flashing as shown at left 5. Install Grace Vycor Plus around remaining window unit per Grace Window Details VCRDET-100 to 105) 6. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 5. Option C: Install wooden furring strip on top of wooden siding prior to Grace Vycor Plus 6. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORDO (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resistive barrier to form RD® RELEASE ON DEMAND") water -shedding laps 4. Remove weather -resistive barrier from top of window sill plate SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus Sill SEE VCRDET-1o6 FOR OPTIONS) Flashing until future tie-in 6. Extend Grace Vycor Plus over nailing (flange of the last com- plete course of siding panel and trim Grace Vycor Plus to L SHEATHING protect from permanent exposure to UV 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details (VCRDET-100 to 105) NEATHER-RESISTIVE 3ARRIER (OPTIONAL) 8. Detail also relevant for Grace Vycor V40 9. Leave release paper on or other bond breaker between Grace Vycor Plus and vinyl Outside Corner VCRDET-5DD WEATHER -RESTS BARRIER (OPTIO GRACE VYCOR® PLUS wall -to -Wall Outside Corder VCRDET-501 GRACE VYCOR PLUS SIDING Notes: 1. For the most current details, installation video and product information, see our web site at www.g racecon stru ction _com IEATHING 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. Mechanically fasten as necessary 5. Install Grace Vycor Plus and weather -resistive barrierto form water -shedding laps GRACE VYCOR® PLUS 6. Detail also relevant for Grace VycorV40 ET-504 FOR OPTIONS) R S Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and corner post/boards 5. Install Grace Vycor Plus on outside corner for the height of the wall 6. Detail also relevant for Grace VycorV40 Inside Corner VCRDEr-502 RUBB ASPR RUBBERIZED ASPHALT ADHESIVE E R®PLUS 4;a ED RELEASE i R BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSEADHESNE AS SHOWN) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE UNDERLAYMENT Wall -to -Wall inside Corner VCRDET-503 VINYL SIDING VYCOR' SIDING WOOD SIDING Notes: 1. For the most current details, installation video and product information, see our web site atwww.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Use a square piece of membrane (3 inches x 3 inches minimum) for inside corner 4. Use RIPCORD (Split Release on Demand) for ease of installation and to minimize scoring release paper 5. Fold as shown by arrows 6. Angle of comer may vary, adjust folding of the membrane accordingly to fit tightly to corner . 7. Install Grace Vycor Plus and weather -resistive bar- rier to form water -shedding laps 8. Detail also relevantfor GraceVycorV40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and corner post/boards 5. Install Grace Vycor Plus on inside comer for the height of the wall 6. Detail also relevant for Grace VycorV40 Corner Detailing patch Options VCRDET--504 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruefion.com 2. RIPCORD' (Split Release on Demand) can be removed from Grace Vycor' Plus for ease of installation 3. Remove release paper at time of installation of corner patch 4. Nominal patch size is 3 inches x 3 inches 5. Detail also relevant for Grace Vycor V40 Option -A PATCH -A Option-B PATCH-B Option-C RELIEF CUT r/1I VI [-n INSTALLED AT CORNER 1 n1 V - INSTALLED AT CORNER PATCH-C INSTALLED AT CORNER i Foundation Sill Plate VCRDEf-505 Option 1 Notes: WEATHER -RESISTIVE BARRIER (OPTIONAL) 1. For the most current details, installation video and product information, see our web SIDING site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can EXTERIOR SHEATHING STUD WALL be removed from Grace Vycor Plus for ease of installation GRACE 2 1 SILL SEAL vvcoR®PLus 3. Install Grace Vycor Plus in order shown by GRACE VYCORO numbers PLUS 4. Install Grace Vycor Plus and weather-resls- FOUNDATION WALL tive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete d 6. Detail also relevant for Grace Vycor V40 Foundation Sill plate VCRDEi506 Option 2 N otes: WEATHER -RESISTIVE BARRIER (OPTIONAL) 1. For the most current details, installation video and product information, see our web site at SIDING www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be EXTERIOR STUD WALL removed from Grace Vycor Plus for ease of SHEATHING 2====2 installation SILL SEAL 3. Install Grace Vycor Plus in order shown by GRACEVYCORS numbers 6° i° Plus 4. Install Grace Vycor Plus and weather -resistive FOUNDATION barrier to form water -shedding lapsWALL a 5. If priming is necessary, use Perm -A -Barrier° r WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Georgia-Pacific DensAr rlu ° Technical Service Hotline 1.800.225.6119 or Interior Panels www.gpgypsum.com Manufacturer Georgia- Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensArmor Plus® Interior Panels are noncombustible (as defined and tested in accordance with ASTM El36 or CAN/ULC S114) interior panels that consist of a moisture - resistant gypsum core with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels are highly resistant to the growth of mold, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product' s strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third - party organization, UL Environment. In addition, DensArmor Plus Interior Panels are listed as GREENGUARD microbial resistant This listing means DensArmor Plus Panels, which feature fiberglass mats instead of paper facings used on the surface of traditional gypsum board products, resist mold growth. The microbial resistant test is based on ASTM D6329, a testing standard set by ASTM International, which develops testing guidelines and procedures for building materials, products, systems, and services. DensArmor Plus Panels also are listed in the Collaborative for High Performance Schools® ( CHPS®) High Performance Products Database for low emissions of VOCs. CHPS is a national non-profit organization that works with school districts and their design teams to improve the quality of education by using products that have met requirements to receive CHPS credits. Primary Uses DensArmor Plus Interior Panels are an interior wall or ceiling covering material for use in new construction or renovation work. They are designed for direct attachment witfi screws or nails to wood and metal framing or existing surfaces. They may be used as a covering material for flat or curved structures. DensArmor Plus Panels are manufactured with fiberglass mat surfaces. They have a tapered edge to receive joint treatment Use on interiors of exterior walls, where moisture intrusion is most likely. Use in pre -rock areas, where the windows, doors or roof have not been installed making moisture intrusion inevitable. DensArmor Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.* Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.com Submittal Job Name Approvals Contractor Date Limitations DensArmor Plus Interior Panels are a non-structural product and should not be used as a nailing base to support heavy wall -mounted objects. Intended for interior applications and soffits in protected areas, DensArmor Plus Panels must be kept dry during storage and handling. Do not use DensArmor Plus® fireguard° (per ASTM C1658) Panels where there is prolonged exposure to temperatures exceeding 1257 (52`Cl, e.g. adjacent to wood burning stoves, heating appliances, saunas or steam rooms. Technical Data Flame spread and smoke developed rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Noncombustible as described and tested in accordance with ASTM E136 or CAN/ ULC S114. 5/ 8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP. 1/ 2" and 5/8" DensArmor Plus® Fireguard C® panels are UL and ULC Classified Type DAPC. Decoration DensArmor Plus Interior Panels are designed to accept most types of paints, textures and wall covering materials. Because of the enhanced moisture- and mold - resistant properties of DensArmor Plus Panels, drying times for both joint compound and wall coverings may vary. Always follow paint or wall covering manufacturer' s installation instructions when applying either of these finishes. Georgia- Pacific Gypsum strongly recommends priming the surface of DensArmor Plus Panels with a quality, high solids primer/sealer before applying a final decorative material. Priming will equalize the suction variations between the joint compounds and the fiberglass surfaces. If glossy paints are used in such areas as kitchens or bathrooms, skim coat joint compound over the entire surface of DensArmor Plus Panels to reduce highlighting or joint photographing. This method is also recommended in areas with severe natural or artificial side lighting. Handling and Use —CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con- tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas.. Stack DensArmor Plus Interior Panels flat an a level surface. As individual sheets are removed for installation, they should be raised up on edge carefully and carried in a vertical position. Appropriate handling for gypsum board is also outlined in Gypsum Association Publications GA-216 and GA 801. Take care to avoid impact, undue flexing and subsequent damage to board edges, ends and corners. Material Safety Data Sheet (MSDS) is available at wvvw.buildgp.com/safetyinfo or call 1-404-652-5119. Applicable Standards Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177. continued — aEia- J, mFASPS0 c1 1"19_ir.aS k Georgia-Pacific DensArmor Plusp Interior Panels Sizes and Edges DensArmor Plus Thickness: 1/2" 02.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: B'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm),- Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered Physical Properties Technical Service Hotline 1.809.225.6119 or www.gpgypsum.co.m Installation DensArmor Plus® Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA-216 "Application and Finishing of Gypsum Board for Non -Fire -Rated Construction." For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Fire Resistance Design Manual GA-600, UL and ULC Fire Resistance Directories. Thickness, nominal 1/2" (12.7 mm) 1/64" (0.4 mm) 1/2" (12.7 mm) 1/64" IDA mm) 5/8" (15.9 mm) 1/64" (0.4 mm) 5/8" (15.9 mm) 1/64" (0.4 mm) Width, standard4 4' (1219 mm) 3/32" (2.4 mm) 4' (1219 mm) 3/32" (2.4 mm) 4' (1219 mm) 3/32" (2.4 mm) 4' (1219 mm) 3/32" (2.4 mm) Length, standard4 8' (2438 mm) to 12' (3658 mm) 1/4" (6.4 mm) B' (2438 mm) to 12' (3658 mm) 1/4" (6.4 mm) S' (2438 mm) to 12' (3658 mm) 1/4" (6.4 mm) 8' (2438 mm) to 12' (3658 mm) 1/4" (6.4 mm) Weight', nominal, lbs./sq. ft., (Kg/ml) 2.0 (9.8) 2.0 (9.B) 2.5 (12.2) 2.4 (12.1) Edges Tapered Tapered Tapered Tapered Permeance', Perms (ng/Pa • s • ml) 10 (570) 10 (570) 1 D (570) 10 (570) Linear expansion with moisture change, in/in %RH (mm/mm %RH) 6.25 x 10-1 6.25 x 101 6.25 x 10-' 6,25 x 101 Coefficient of thermal expansion, infin/°F (mm/mm/°C) 8.5 x 10-1(15.3 x 10-6) 8.5 x 10-6 (15.3 x 10-9 8.5 x 10-6 (15.3 x 10-6) 8.5 x 10-6 (15.3 x 10-6) Flexural strength, parallel, Ibf.'•4 (N) 2-BO (356) 2-80 (356) 2100 (444) z100 (444) Flexural strength, perpendicular, Ibf.' 41N) z100 (444) z100 (444) z140 (622) z140 (622) R Value? ftz• °F- hr/BTU (ml- K/W) 56 (D.099) 56 (0.099) 67 (0.118) 67 (0.118) Combustibility' Noncombustible Noncombustible Noncombustible Noncombustible Nail pull resistance, Ibf.1•4 (N) z80 (356) z80 (356) z90 (400) z90 (4DO) Hardness core, edges and ends, Ibf. (N) 2-15 (67) 2-15 (57) z15 (67) z15 (67) Water absorption (% of weight)'•^ 5 5 5 5 Surface water absorptions-' 1.6 grams 1.6 grams 1.6 grams 1.6 grams Surface burning characteristics per ASTM E84 or CAN/ULC S102): flame spread/smoke developed 0/0 0/0 0/0 0/0 Humidified deflection3.4 s;(6.4 mm) 22/8" 8" (6.4 mm) 51/8" (3 mm) s1/8" (3 mm) Bending radius' 6' (1829 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm) Represents approximate weight for design and shipping purposes 1 Tested in accordance with ASTM C51 B Tested in accordance with ASTM C473 4 Specified values perASTM C1658 and ASTM C1177 5 Double fasteners on ends as needed 5 As defined and tested in accordance with ASTM E136 or CAN/ULC S114. Tested in accordance with ASTM E95 (dry cup method) A&. Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U.S.A. West 1-SOD-824-7503 Midwest 1-800-976-4746 South Central: 1-890-231-6060 Southeast: 1-800-327-2344 Northeast: 1-890-947-4497 CANADA Canada Tall Free:1-800-397-6823 Quebec Toll Free:1-800-361-0486 TECHNICAL INFORMATION U.S.A. and Canada: 1-800-225-6119, wvvw.gpgypsum.com 02014 Georgia-Pacific Gypsum LLC. All rights reserved 1/14. GP -TM UL Item.532246 TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative for High Performance Schools Inc. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buiidgp.com/safetyinfo or call 1-800-225--6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. AL Georgia-Pacific DensGlass' Sheathing Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensGlass® Sheathing is a gypsum panel made of a treated, water-resistant core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements, DensGlass Sheathing is resistant to delamination and deterioration due to weather exposure —even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions! DensGlass Sheathing panels are also mold -resistant, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, rippling, buckling and sagging for a flat and even substrate and is noncombustible as defined and tested in accordance with ASTM E136 or CAN/ULC S114. Since DensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (always follow specific assembly installation instructions). Primary Uses Because of the superior performance of DensGlass Sheathing, it is specified for exterior walls, ceilings and soffits in a wide variety of applications. These include exterior insulation and finish systems (EIFS); cavity brick or stone veneer applications; cladding such as wood siding, vinyl siding, composition siding, wood shingles, shakes, conventional stucco systems, plywood siding panels; and interior finish systems that require a substrate panel with superior fire and moisture resistance. For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or mechanical application of expanded polystyrene or extruded polystyrene insulation, and is recommended in all climate zones. Manufacturers of water and air resistive barriers, which include attached flexible membranes, self -adhered membrane and liquid applied, have found DensGlass Sheathing to be a suitable substrate for their systems. DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both cold and warm climate zones. It resists sagging, even under exceptionally humid conditions. Panels are applied directly to structural framing. Surface and joints may be finished and painted, or surfaced with an exterior finish system. Limitations DensGlass Sheathing is resistant to normal weather conditions, but it is not intended for immersion in water. Cascading roof/floor water should be directed away from the sheathing until appropriate drainage is installed. Avoid any condition that will create moisture in the air and condensation on DensGlass Sheathing. The use of forced air heaters creates volumes of water vapor which, when not properly vented, can condense on building materials. The use of these heaters and any resulting damage is not the responsibility of Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com When DensGlass Sheathing panels are used in slanted wall applications, that portion of the wall must be temporarily protected from the elements. Do not allow water to pond or settle on sheathing. Also, exposed wall ends must be covered to prevent water from infiltrating the cavity. Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the performance of the cladding or exterior systems applied over DensGlass Sheathing. The suitability and compatibility of any system is the responsibility of the system manufacturer or design authority. Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or framing. DensGlass Sheathing is not intended for roof applications. For roof applications, consult our DensDeck® Roof Board brochure. DensGlass Sheathing is not intended for interior or exterior tile applications. For interior tile applications, consult our DensShield® Tile Backer brochure. DensGlass Sheathing should not be used in lieu of plywood where required. Do not apply DensGlass Sheathing below grade. For all installations, design details such as fasteners, sealants and control joints per system specifications must be properly installed. Openings and penetrations must be properly flashed and sealed. Failure to do so will void the warranty. Do not use DensGlass Sheathing as a base for nailing or mechanical fastening. Fasteners should be flush to the face of the board, not countersunk. Technical Data DensGlass Sheathing is noncombustible as described and tested in accordance with ASTM El36 or CAN/ULC 5114. DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. 5/8" (15.9 mm) DensGlass" Fireguard® Sheathing is UL and ULC classified Type DGG. DensGlass Sheathing is manufactured to meet ASTM C1177. Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Handling and Use —CAUTION This product contains fiberglass facings which*may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Product Data Thicknesses:)/2"(12.7 mm); 5/8" (15.9 mm) is Type X (ASTNI C1177) Width: 4' (1220 mm) standard, tolerance up to ± 1/8" (3.2 mm) Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard Edges: Square continued—)- Georgia-Pacific DeI ISG ® Technical Service Hotline 1.800.225.6119 or 1 Sheathing I www.gpgypsum.com ical Width, nominal 4' (1219 mm) ± 1/8" (3 mm) 4' (1219 mm) ± 1/8" (3 mm) Length, standard B' (2440 mm), 9' (2743 mm), 8' (2440 mm), 9' (2743 mm), 10' ( 3048 mm), ±- 1/4" (6 mm) 10' (3048 mm), ± 1/4" (6 mm) Weight, nominal, lbs./sq. ft (Kg/M2) 1.9(9) 2.5(12) Bendinq radiuss 6' (1B29 mm) B' (2438 mm) Racking strength', lbs./ft. (dry) (N/m), Ultimate —not design value >540 (7878) >654 (9544) Flexural strength'.', parallel, Ibf. (N), 4' weak direction Z80(356) z100 (445) Compressive strength min. 500 psi (3445 kPa) min. 500 psi (3445 kPa) Humidified deflection',' <2/8" (6 mm) <1/8" (3 mm) Permeance'. Perms (nq/Pa•s•mz) >23 (1300) >17 (970) R Value3, ft2.' Fehr/BTU (mz•K/W) .56 (0.099) .67 (0.118) r` n hi tihilitV7 Noncombustible Noncombustible Linear expansion with moisture change, in/in %RH (mm/mm %RH)3 6.25 x 10' 5.25 x 101 Surface burning characteristics per ASTM EB4 or CAN/ ULC S102: flame spread/smoke developed 0/0 0/0 Coefficient of thermal expansion, 8.5 x 1 V 8.5 x 10, in/ in/°F(mm/mm/°C) (15.3 x 10-91 (15.3 x IP)9 Tested in accordance with ASTM C473 5 Double fasteners on ends as needed 2 Tested in accordance with ASTM E96 (dry cup method) 6 Tested in accordance with ASTM E72 3 Tested in accordance with ASTM C518 (heat flow meter) 2 As defined and tested in accordance with ASTM E135 or CAN/ULC S114 4 Specified values perAS7M C1177 a As stated by Gypsum Association GA-235 9 Tested in accordance with ASTM E228-85 Georgia- Pacific Gypsum U. S.A. Georgia-Pacific Gypsum ULC Georgia- Pacific Gypsum II LC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U. S.A. West 1-809-824-7503 Midwest 1-8OD-876-4746 South Central: 1-800-231-6960 Southeast 1-800-327-2344 Northeast 1-BOD-947-4497 CANADA Canada Toll Free:1-800-387-6823 Quebec Toll Free: 1-800-351-0486 TECHNICAL INFORMATION U. S.A. and Canada:'-800-225-6119, www.gpgypsum.com TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum H C. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this Product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at vww.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our..website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.Com/safetyinfo or call 1-800-225-6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. @2014 Georgia-Pacific Gypsum LLC. All rights tesemed. 1/14. GP -TM LIL Item 532250. Florida Building Code Online Page 1 of 1 kF B s_Yness Pf©fessfonal £egu tran. Y R , — g Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 14634 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL. Approved for use outside HVHZ ALL Design Pressure ALL Search Results App icarlons FL# Type Manufacturer Validated By Status FL14634-R2 Revision Ply Gem Windows Locke Bowden Approved Category: Exterior Doors 334)'300-1800 History Subcategory: Sliding Exterior Door Assemblies pnr and/or the Commission if necessary. Approved by DBPR. Approvals oy uo' Contact Us :: 2601 Blair Stone Road Tallahassee FL 32392 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyrialit 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an mail addressdess which cae clickbe made available to the public. To determine if you are a licensee under Chapter Product Approval Accepts: Credft Card Safe CCL1Clt1 A(k,TK1C Se, 11/29/2017 Florida Building Code Online Page 1 of 2 10"!q equip Or* Product Approval USER: Public User Product Aooroval Menu > Product or Application Search > Application List > Application Detail Y' N< FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email . Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14634-R2 Revision 2014 Approved n Ply Gem Windows 433 N: Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Adam Blomberg ablomberg@plygemwindows.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 National Accreditation & Management Institute 12/31/2018 Locke Bowden Validation Checklist - Hardcopy Received FL14634 R2 COI COI PLY GEM SS 2015-02-19.odf Standard Year AAMA/NWWDA 101/I.S.2 1997 ASTM E 330 20D2 J Product Approval Method Method 1 Option D i r__._.. Cl_ :J_1 ..:i J:. . ,..,.i.,./r,. onn ri+i acnY7nAram=wCFVX0wtDasw... 11/29/2017 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised of Prod 04/22/2015 04/30/2015 OS/12/2015 06/23/2015 10/12/2017 FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-50 Other: Without sill riser Installation Instructions FL14634 R2 II PGW063 SS 2015-01-02.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL14634 R2 AE PER3054 SS 2015-01-02.Ddf Created by Independent Third Party: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Approved for use in HVHZ: No Installation Instructions FL14634 R2 II PGW063 SS 2015 01 02.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports FL14634 R2 AE PER3054 SS 2015-01-02.DdfOther: With sill riser Created by Independent Third Party: Yes 14634.3 Builder Series 4780 I Sliding Glass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: Non -reinforced. See installation detail for available sizes and configurations. 14634.4 1 Builder Series 4780 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Reinforced. See installation detail for available sizes and configurations. Installation Instructions FL14634 R2 II PGW064 SS 2015-01-02.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL14634 R2 AE PER3055 SS 2015-01-02.Ddf Created by Independent Third Party: Yes Sliding Glass Door Installation Instructions FL14634 R2 II PGW065 SS 2015-01-02.Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL14634 R2 AE PER3056 SS 2015-01-02.Ddf Created by Independent Third Party: Yes Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: 1122=® F ff.gia Credit• Safe KCUS11y'NlLilu ti rr _. _r_ _.]1 tee__ i..... /.... --- Ai-1 - --'?nnrnm—x,.frP\[Y0Wfr)n-ZW.. _ 1 1 /29/20 1 INSTALLATION NOTES 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±112 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACKTO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH 1X BUCKTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/41NCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 21/2INCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELLOF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY 'STRENGTH CONFORMANCE TO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. PLY GEM WINDOWS BUILDER SERIES 4780 ALUMINUM SLIDING GLASS DOOR (2-PANEL) GENERALNOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMAINWWDA 101/I.S.2 - 97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS.FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: ALUMINUM 6063-T6 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. B. DESIGNATIONS "X" AND "0' STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL CONTENTS SHEET DESCRIPTIONW-HORIZONTAL LLATION & GENERAL NOTES ATION A ANCHOR LAYOUT VERTICAL SECTIONS SECTIONS d GLAZING DETAIL Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.02 13:02:52-05'00' DE5I6N PRESSURE RATING SIZE SILL OPTION DESIGN PRESSURE MISSILE IMPACT RATING 96" X 96" W/o SILL 25/-50 PSF NOT RATED RISER 96" X 96" W/ SILL 50/450 PSF NOT RATED RISER PLYGEA WINDMN 431 N. MAIN ST., PO BOX 509. ROCKY MOUNT, VA 24151 PH: 540-484.6348 FX: 540.404-6683 o 0 z m LLl wz LB m w m v1 0 m ZN m 3m9 Qd mwo CO T o LL T Q ^? 7m Ul ,4 ¢ f- C) 0 U N Z DWG #; PGW063 SHEET: 1 OF 4 Pay GeM1VIIIUu1N5 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 040-484-6345 FX: 510-484-6663 13N m m UNIT MAX. WIDTH 96.00" 0 r Sm D.L.O. MAX y PANEL MAX wWIDTH41.66" WIDTH 45.5" z o B C 3 3 20,75" MAX. O.C. TYP I 6.00" MAX. FROM CORNERS TYP, I U) Z w , a < wm m m W p Za wo m uJ Cj mn. INSTALLATION ANCHOR 1w.. 6.00" MAX. FROM CORNERS TYP. T v ! m UUNIT M PANEL E,„ F MAX. Z O HE 4 4 HEIGHT 95.00" H Z 96 20.75" MAX. Ui O.C. TYP, l—I W O Z ELEVATION ANCHOR LAYOUT 1€ tn •.• y F- 3 v33 m m J u ao o Z u DWG #: PGW063 SHEET: 2 OF "4 IGHT D.L.O. AX. MAX. X" HEIGHT 4 4 00" 91.16" X. X. 1/4" ELCO TAPCON INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/MASONRY 6 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 7PERIXMWETE'lItCAULK BY OTHERSOBUCKO. A. DOOR BY OTHERS HEIGHT SEEGLAZING I DETAILI O. A. DOOR SEE GLAZING HEIGHTDETAIL PERIMETER CAULK BY OTHERS CONCRETE/ MASONRY BY OTHERS 1/ 4" ELCO TAPCON INSTALLATION ANCHOR 2 1/2" MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS 2 1/2" MIN. a EMBEDMENT Y 1/4" MAX. SHIM SPACE t 1 INTERIOR EXTERIOR g VERTICAL SECTION 3 HEAD - CONCRETE/MASONRY EXTERIOR INTERIOR 12 WOOD SCREW INSTALLATION ANCHOR Bd ROOFING NAIL INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN & 2X WOOD STUD BY OTHERS CAULKBEHIND FLASHING d OVER NAILS BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS / O. A. DOOR 1 HEIGHT EXTERIOR SEE GLAZING DETAIL 1 PERIMETER CAULK BY OTHERS 2 1/2" MIN. I,: •'" .• t., EMBEDMENT 2 1/2" MIN. EDGE DISTANCE A VERTICAL SECTION 3 SILL - CONCRETE/MASONRY 3/ 4" MIN. EDGE bISTANCE 2X WOOD FRAME BY OTHERS 1 1/2" MIN. 1. EMBEDMENT 1/ 4" MAX. SHIM SPACE 1 INTERIOR C VERTICAL SECTION 3 HEAD -2X WOOD FRAME P Icy: GEM WINDOWS 433 N. MAIN ST., PO SOX 559. ROCKY MOUNT, VA Z4161 PH: 540-464-6348 FX: 540.4B4-6683 n U n; myy 4 v k $ 3 n OOUl ++++ 4) O V7Jx W uj a an V = d ¢ V m w w a z Wpi PF. SG na a Wm d m LU { I a d Z 0 H z LJJ U) WawO z T F0mCO Z J H nZv1 == UZ 000DWG #: PGW063 SHEET: 3 OF 4 1 1/2" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 12 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE T-\\ 2X WOOD FRAME BY OTHERS Bd ROOFING NAIL INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN d 2X WOOD STUD BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FLASHING 6 OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1 DR a E HORIZONTAL SECTION 4, JAMB-2X WOOD FRAME p HORIZONTAL SECTION I, INTERLOCK 1/4" MAX. 4PL GEM rll' JIJ1JVd$ SHIMSPACEUY2 1/2" MIN. 33 N. MAIN ST.. PO BOX 559. EMBEDMENT ROCKY MOUNT, YA 24151 2 1/2" MIN. EDGE PH: 540-184-6318 FX: 540-451-6683 DISTANCE J. U) 0 u # o CONCRETE/ MASONRY w 'w^ a u :If BY OTHERS T, 1/4" ELCO TAPCON W o T LD m w 51HmINSTALLATION ANCHOR i a lii w ¢ &` W o Y dmCAULK BETWEEN IX WOOD BUCK 6 F' m CONCRETE/ MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS 1 L - PERIMETER CAULK BY OTHERS llll SEE GLAZING DETAIL 1 z WIDTH OR F HORIZONTAL SECTION u') 0 4, JAMB - MASONRY/CONCRETE W Ln pC 5/ B" O.A. INSULATED GLASS Z EXTERIORo INTERIOR -, 1;, •" I . 75" GLASS N I BITE NOTE: ¢ Z , 'z _ < Z GLAZING DETAILI GLASS THICKNESS AND TYPE oo a u 1n SHALL COMPLY WITH ASTM E 1300 DWG #: REQUIREMENT GLASS CHARTS. ^ ` . ,O 63 SHEET: 4 OF 4 Florida Building Code Online Page 1 of 1 Or Product Approval g' USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 9174 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL bearcn rcesumb FL# Type Manufacturer Validated By Status FL9174-R11 Revision Wayne -Dalton, a division of Overhead Door Corporation Category: Exterior Doors Kurt Dietrich PE 704) 564-6867 Approved History Subcategory: Sectional Exterior Door Assemblies nnr ....w,....i.e r•..m...iccnn if nnr>ccarv_ Approved by DBPR. Approvals by unl'K span oe reviewea cams wujlc -r Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone' 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: h ® Credit• Safe tit CllltS IF.TKIL'ti s- i f.. ., Flr.ririnhrlilriinct nrct/nr/nr ann Ist_agnx 11/29/2017 Florida Building Code Online Page 1 of 6 Y Iw rM r M-(. J f_t1.7-'Y'i1r3T i;4r t' •i'.{( V( , ; ! l I I• ` 6• . sM+]"es & Professional, f eg l ian 1 °y s—',-„ i . *; tR `.. toavxetn se u eaR vsat?rtps : aut ttsap t Florida r 4'... Product Approval USER: Public Userd rtS3+irr: Product Aooroval Menu > Product or Application Search > Application Lis[ > Application Detail FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments set to re -apply per applicants request 4/28/15-rb Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 475-6197 Mark__Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 gtaylor@wayne-dalton.COm Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed ]ohn E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE rl Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R11 COI Cert of Ind Scates 2011 s.odf Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Sections from the Code Year 2002 2005 i-_ , i_.- nrn /nr/nr ann ritl _atnx?Daram=wGEVXQwtDQUfl... 11 /30/2017 Florida Building Code Online Page 2 of 6 Product Approval Method Method 1 Option D Date Submitted 04/06/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Date Revised 08/11/2017 Sunimary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions F19174 R11 II 0228 318958 P7 odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes F1 9174 R11 II Track Suoolement Chart P10.odf Impact Resistant: Yes FL9174 Ril II WDJambSuDDlementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +26.90/-30.80 Created by Independent Third Party: YesOther: Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 Rll AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. '-9" Max heig. Max section height 21". Glazing able in top ate Limits of Use Installation Instructions FL9174 R11 II 0229 318959 P8.1)dfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSupplementP16 s.gdf Verified By: John E. Scates P.E. FLORIDA PE S1737DesignPressure: +1S.30/-17.00 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rll AE ASTM A 653.Ddf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation f& FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.3 5120 6100 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions FL9174 Rll II 0230 318960 P10.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.pdf Impact Resistant: Yes FL9174 R11 II WDJambSuDDlementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +25.90/-28.80 Created by Independent Third Party: YesOther: Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.4 5120 6100 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions FL9174 R11 II 0231 318996 PS.pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.pdf Impact Resistant: Yes A 9174 R11 II WDJambSupplementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.Ddf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 20145.pdf Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No installation Instructions FL9174 R11 II 0234 319022 P5.odf Approved for use outside HVHZ: Yes FL9174 RI I II Track Supplement Chart P10.pdf Impact Resistant: Yes FL9174 R11 II WD3ambSuoolementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +43.20/-49.60 Created by Independent Third Party: YesOther: Ajnener flnriHnhiiil(iino.nro/r)r/Dr aeo dtl.aspx?Daram=wGEVXQwtDqufI... 11/30/2017 Florida Building Code Online Page 3 of 6 Evaluation Reports F1 9174 Rll AE ASTM A 653 odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174.E 5120 6100 910O235 16' Max width.height 21". Glazing Max height. Max able ate section. ction Limits of Use Installation Instructions FI 9174 Rll II 0235 319023 P6.pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.pdf Chart P10.pdf Impact Resistant: Yes FL9174 Rll II Track Supplement FL9174 R11 II WDJambSupplementP16 s.pdfDesignPressure: +39.20/-43.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.1)df FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174.7 5120 910O 0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limas of Use Installation Instructions FL9174 R11 II 0232 318999 P5.od fApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 RSS II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 Rll II WD)ambSupplementPl6 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rll AE ASTM A 653.odf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE F109174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 1 Maxth. 8'-9" Max height. Max section height 21". Glazing atop or intermediate section. Limits of Use Installation Instructions FL9174 R11 II 0233 319000 PS.pdf ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoplement Chart P10.pdf Impact Resistant: No FL9174 R11 II WDJambSupplementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind- borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf replacementdoor. FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174. 9 5120/ 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions FL9174 Rll II 0236 319024 P6.odf ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11IIII Track 0 P1 Post. pdf ement PSO. pdf Impact Resistant: Yes Design Pressure: + 30.00/ 33.50 FL9174 R11 II WDJambSupplementPl6 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.1)df FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions FL9174 Rll II 0237 319025 P6.pdf Approved foruseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 RI I II 319040 P1 Post.odf impact Resistant: Yes FL9174 PI 1 II Track Supplement Chart P10.odf FL9174 R11 II WD3ambSupplementP16 s.odf Design Pressure: +39.20/-43.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: CreatedbyIndependentThirdParty; Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Re 9100 ri s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.11 rl__:4_ k..;l,a;n„ r%rrt/nr/nr nnn riti acnx7naram=wGEVXOwtDauf1... 11/30/2017 Florida Building Code Online Page 4 of 6 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max semon neiyu L. 0 a -9 0600 available in top or intermediate section. Limits of Use Installation Instructions F1 9174 R11 II 0600 319026 P4.pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.12df Impact Resistant: No FL9174 R11 II WDJamb5uoolementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports FL9174 R11 AE ASTM A 653.pdfstructureisdesignedaspartiallyenclosedordoorisaFL9174RllAEEvalRept9100 rI s.pdfreplacementdoor. FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing9174.12 0601 available in top or intermediate section. Limits of Use Installation Instructions F1 9174 R11 II 0601 319027 P4.pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.1)df Impact Resistant: Yes FL9174 Rll II WDJambSupplementPl6 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +41.00/-46.30 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 Rll AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf F19174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.ndf Created by Independent Third Party: Yes 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing9174.13 0602 available in top or intermediate section. Limits of Use Installation Instructions FL9174 R11 II 0602 319028 PS.pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.1)df Impact Resistant: No FL9174 R11 Il WD3ambSuoplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports R 9174 R11 AE ASTM A 653.DdfstructureisdesignedaspartiallyenclosedordoorisaFL9174R11AEEvalRept9100 rl s.pdfreplacementdoor. FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 5120/5140/6100/9100/9400/9600 16' Max width.Max height. Maxion height 24". Glazing 9174.14 0603 able o0r ate section. Limits of Use Installation Instructions FL9174 R11 II 0603 319029 P5.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 R11 II WDJambSuoplementPl6 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports FL9174 R11 AE ASTM A 653.pdfstructureisdesignedaspartiallyenclosedordoorisaFL9174R11AEEvalRent9100 rl s.Ddfreplacementdoor. FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 Max heig Maxsection height 24" Glazing Maxailable0604av' able n top ate n. Limits of Use Installation Instructions FL9174 Rll II 0604 319030 P5.pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II 319040 PS Post.odf Chart P10.pdf Impact Resistant: Yes Design Pressure: +39.20/-43.70 FL9174 Rll II Track Supplement FL9174 Rll II WDJambSuoplementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 RI I AE ASTM A 653.pdf FL9174 RI AE Eval Rept 9100 rl s.pdf FL9174 RI AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 height. Max 'on height 24". Glazing 0605 alai able in top o0r intermediateate section. ax Limits of Use installation Instructions FL9174 R11 II 0605 319031 P4.pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 R11 II WDJambSupolementPl6 s.pdf Verified By: John E Scates P.E. FLORIDA PE 51737DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes nnn riti acnY7naram=wGEVX0WtD0uf1... 11/30/2017 Florida Building Code Online Page 5 of 6 wind-borne debris region unless protected or unless Evaluation Reports FL9174 R11 AE ASTM A 653 odfstructureisdesignedaspartiallyenclosedordoorisaFL9174RllAEEvalRe9100 r1 s.odf replacement door. FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 9174.17 # 060 6 00/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Limits of Use Installation Instructions FL9174 Rll II 0606 319032 P6.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II 319040 P1 Post.Ddf Chart P10.Ddf Impact Resistant: No Design Pressure: +30.00/-33.50 FL9174 R11 II Track Suoolement FL9174 R11 II WD3ambSuDDlementPl6 s.Ddf Other: Doors with glazing shall not be used in the Verified By: John E Scates P.E. FLORIDA PE 51737 debris region unless protected or unless Created by Independent Third Party: Yeswind-borne structure is designed as partially enclosed or door is a Evaluation ReportsFL9174R11AEASTM A 653.odfreplacementdoor. FL9174 Rll AE Eval Rept 9100 rl s.Ddf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s Ddf Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions FL9174 R11 II 0609 319035 P5.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rl1 II Chart P10.Ddf Impact Resistant: Yes Track S D lemenPOSt.Ddf FL9174 Ril II Track Suoolement FL9174 RI I II WD3ambSuDDlementP16 s.odfDesignPressure: +39.20/ 43.70 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 RI I AE ASTM A 653.Ddf FL9174 R11 AE Eval Reot 2100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014 Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 Max height. Max ection height 21". Glazing availableable ndtop or9intermediate section. Limits of Use Installation Instructions FL9174 RI I II 0608 319034 P4 odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 IITrack Suoolement Chart P10.Ddf FL9174 R11 II WDJambSupDlementPl6 s.Ddf ImpactResistant: No Design Pressure: +18.50/-20.70 Verifed By: John E Scates P.E. FLORIDA PE 51737 other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind- borne debris region unless protected or unless Evaluation Reports FL9174 Ril AE ASTM A 653.pdf structureisdesignedaspartiallyenclosedordoorisaFL9174RllAEEvalReot9100rl s.Ddf replacementdoor. FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174. 20 5140/9400/96#0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions FL9174 R11 II 0607 319033 P5.pdf ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.Ddf Impact Resistant: No FL9174 R11 II WDJambSuDDlementPl6 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 DesignPressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind- borne debris region unless protected or unless Evaluation Reports FL9174 RlI AE ASTM A 653.1)df structureisdesignedaspartiallyenclosedordoorisaFL9174RllAEEvalReot9100rl s.pdf replacementdoor. FL9174 Rll AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2e01 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cor)vri^ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if theyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supplyapersonaladdress, please provide the Department with an email address sswcan a click be heree available to the public To determine if you are a licensee under Chapter 455, Product Approval Accepts: eCh 11 • 11_ _ _ tr j__ _ - -- r44-1 mcnv7naram=wrnFVXnWtDnufl... 1 1/30/2017 SEE U-BAR NOTE ON SHEET NOTES:_ 2 FOR U-BAR INSTALLATION 1. SHORT GLAZED PANEL OPTION - .090" MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER 13 GA HORIZ ANGLE DOOR WITH A MINIMUM OF (6) #Bxi" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN 13 CA FLAG ANGLE PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75" AND A MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT 16 GA MIN HORIZ A RESISTANT AND DOES NOT MEET THE REQUIREMENTS TRACK SHEET FOR WIND-BORNE DEBRIS REGIONS. 5/18x1-5/8" 2. LONG GLAZED PANEL OPTION - NOT AVAILABLE LAG SCREWS MIN 3SHOAS WITHTHISOPTIONCODE. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM 16 GA MIN VERT 20 GA END CAP OF6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF TRACK PANELS MINIMUM 7/16" TO MEET NEGATIVE PRESSURES. 5/ 16x1-5/B" LA rB 4. KEY LOCK, SUDE LOCKS, OR OPERATOR REQUIRED, SCREW AT EACH KETJAMBBRACKETSHEET 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE POLYURETHANE FOAM INSULATION CHEMICALLY 1/4-20x9/16" TRACK BONDED TO 30 GA MINIMUM FACER STEEL AND A BOLT AND 1/4-20 HEX POLYLAMINATE OR 32 GA STEEL BACKER. END CAP NUT AT EACH JB JAMB TO HAVE A MINIMUM 1.4" DEPTH. BRACKET LOCATION' C 6. THE DESIGN OF THE SUPPORTING STRUCTURAL SHEET ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR TYP STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION 15 GA STIFFENE SUPPLEMENTFORATTACHMENTTOSUPPORTINGJAMBBRACKETSSTRUCTURE. SEE SCHELDULE FOR 6. LOUVER OPTION - .040" MINIMUM LOUVERS IN QU ANITY, LOCATION, AND TYPE MOLDEDFRAMESSCREWEDTOGETHERWITHAMINIMUMOF WI) #Bx1" SCREWS INSTALLED IN THE BOTTOM SECON. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE KEY LOCK OR SLIDE LOCK DEBRIS REGIONS. LOUVERED SECTION REQUIRES BOTH ENDS (NOT REQUIRED OPERATOR STILE TO BE FACTORY INSTALLED AT THE WITH OPERATOR - SEE NOTE CENTERUNE OF THE DOOR. 4). SLIDE LOCK SHOWN FOR CLARITY NOIE;, ( 4) SECTION SOLID j DOOR SHOWN_ SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTE 1 SHEET ON THIS SHEET FOR GLAZING NOTE, (5) CENTER HINGES PER JOINT OPTIONS. REQUIRED ON DOOR WIDTHS GREATER THAN 1 12'- 0'. (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0". SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOOR HEIGHTUNIFORM LOAD EACH JAMB (PLF) WIDTH IB'- 0" ALL 207.2/-230.4 14'- O" ALL 181.3/-201.6 12'- 0' ALL 155.4 -172.8 10'- O" ALL 129.5 -144.0 JAMB BRACKET SCHEDULE O. OF JAMB OCATION OF C;;RLINE OF JAMB DOOR NO. OF BRACKETS TRACK BRACKETS MEASURED FROM BOTTOM HEIGHT SECTIONS EACH JAMB) TYPE OF TRACK (ALL DIMENSIONS t 2") 7'- 0' 4 6 QI JB , 1.5 QI , 25-1 2" JB , 34" (JB), 45-i 4' QI , 63" JB 7'- 0' 4 6 FAT JB), 10" (JB), 21-3/4" JB), 29-3/4" (JB), 42" (JB), 63-1/4" (JB) 8 QI JB , 13 (ql), 23(JB), 34" JB), 47-1/4" QI), 58" (JB), 57" ql), 75 (JB) 6'- 0' 5 8 FAT JB , 10 JB), 21-3 4" JB , 29-7 4" JB , 48 JB , 57-1 4" JB), 66" JB , 75-1 2' JB 1 - 0 HIGH UFT ROOF PITCH SEE NOTE BELOW Ja 8) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT. QI) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. ALL'DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS, STATIC PRESSURE RATINGS APPROVED SIZES SC aay t=® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0" sir TEST (PSF): +38.85/-43.20 MAX HEIGHT: 8'-9" DR altos IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CH JQiN E. SCATES, PE MODELS 5140/9400/9600 3121FNROAIEOR. CARROLLTON, rx 75oD7 DIVISION OF OVERHEAD ODOR CORP FL PE 51737 TX PE 55305/F2203 3395 ADDISON DRIVE PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0607 VERIFICATION OF MNDLOAD CONSTRUCTION DETAILS. 850 474-9890 REVISIONS ED SUPERIMPOSED PRESSURE LOADS ARIFIED NUMBER OF 4STENERS AN',CENT" INGES REQUIRED FOR ARROWER DOOR WIDTHS. RB 5/10/06 2 MODIFIED NOTE 8 TO TATE THAT LOUVERS RE NOT IMPACT ESISTANT. RT 6/6/07 3 MODIFIED JAMB RACKET SCHEDULE FOR AT OPTION. ADDED LHR RACK DETAIL SHEET 2. RT 4/17/08 4 ADDED TEXAS LICENSE IUMBER TO TITLE BLOCK. HANGED LOUVER NOTE. NCREASED MAX HEIGHT 0 8'-9". ADDED HIGH IFT AND ROOF PITCH TRACK NOTE. RT 4/29/09 5 UPDATED TITLE BLOCK 3RT 5/4/10 N. T.S. SIZE: A DATE NAME 3/ 8/06 GIRT ED 4/6/06 MRB SHEET 1 OF 'Z DRAWING PART NO. REV. 319033 P5 13 GA ADJUSTABLEL41C PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE FIXTURE ATTACHED WITH THE (9) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLHOLES EACH END FACING UPWARD IN BOTTOM OF U-AND ATTACH THRU END CAP AT WITH ( 2) 1/4-14x5EACH END WITH (2) 1/4-14x7/8"1CRIMPTITE SCREWS SELFDRILLINGCRIMPTITESCREWSIFORSTANDARDTRACKAND (3) 1/4- 14x7/8" SELF DRILLINGCRIMPTITE SCREWS FORLOW0• HEADROOM TRACK ( 2 OF WHICH ARE USED TO ATTACHED THE TOP BRACKET AS SHOWN). IOW HEADROOM TRACK DETAIL ADETAILA 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BASCRER PLACE U-BAR OVER INTEGRAL RIB WITH NTH CRIMPTITE S VIEVANG IN" SLIDE EA.CH END FACING)UPWA DU AND ATTACH NCHED STHRUENO USE HOLE TO ECR'MPRTENSURE PROPERALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS 15 GA HINGE ATTACHED / FXQ PE TION• U-BAR PLACED OVER TOP RIB ON THE BOTTOM SECTION SHALL ONLY WITH (4) 1/4-14z5/8' / NTH( ) BEATTACHED THRU END CAP AT EACH SCREWS (2 OF CRIMPWHICH ENDWITH (1) 1/4-14x7/8" SELF DRILLING ARE FACTORY CRIMPTITE SCREW LOCATED ON THE ATTACHED) 1 BOTTOM FLANGE OF THE U-BAR NOTE: DUE TO CLEARANCES REQUIRED TO 2" NYLON STORMGARD o INSTALL SCREWS AT THE ENDS OF THE U-BARS, ALL.U-BARS SHALL BE ROLLER WITH INSTALLED ON SECTIONS PRIOR TO 4-1 / 2" STEM DETAIL 0 INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. PLACE U- BAR OVER 18 GA HINGE ATTACHED ' INTEGRAL RIB AND ATTACH WITH (6) 1/4-2Ox5/8" WITH (2) 1/4-204/8" CRIMPTITE SCREWS ( 2 OF CRIMPTITE SCREWS THRU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE TOP LEAF, AND 1 OF OF U-BAR AND BOTTOM D I WHICH ISFIELDHINGELEAF AND 1 THRU THRU PRE - PUNCHED HOLE - WEB OF U-BAR AND IN U- BAR) INTEGRAL RIB OF SECTION) DETAIL C 12 GA BOTTOM BRACKET _ FACTORY ATTACHED WITH / o PLACE U-BAR OVER INTEGRAL RIB WITH 3) 1/ 4-14x5/8" NOTCH DOWN TO CLEAR BOTTOM CRIMPTITE SCREWS BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-140/8" SELF DRILLING CRIMPTITE SCREW AS SHOWN AND USE (1) 1/4-14x7/B" SELF DRILLING CRIMPTITE SCREW ACROSS THE BOTTOM OF THE BOTTOM U-BAR AT EACH PRE - PUNCHED HOLE AT EVERY DETAIL D HINGE LOCATION. USE (1) 1/4-2Ox5/8" CRIMPTITE SCREW AT ALL OTHER PRE -PUNCHED HOLE LOCATIONS. JOHN E. SCATES. PE 3121 FNROATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 66305/F2203 PROFESSIONAL ENGINEER' S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. 5) SECTION DOORS WITH (6) 3'. 18 GA, 60 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS 4) SECTION DOORS WITH (5) 3", 18 GA, BO KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN --_ 11BAR ATTACHMENT NOTES 1, ALL U- BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/ 4-14x5/8" CRIMPRTE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, ( 2) 1/4-140/8" SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP EXCEPT BOTH U- SARS ON DETAIL BAD D THISBOTTOM SH ET), (2)I/4- 4OSEE 5/8" CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION,. AND (1) 1/4- 140/8" CRIMPTITE SCREW APPROXIMATELY 8" FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'- 0", THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF ( 18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0", THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP.FIXTURE AND UNLESS NOTED OTHERASE ON THIS SPECIFICATION DRAWING, ALL PRE - PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-144/ 8" CRIMPTITE SCREWS. 3. 10 GA U- BARS SHALL BE STAMPED "46" APPROXIMATELY 8" FROM EACH END. REVISIONS I ADDED SUPERIM ESIGN PRESSURE ARIFIED NUMBER OF 1STENERS AND CENTER NGES REQUIRED FOR ARROWER DOOR WIDTHS. RB 5/10/06 2 MODIFIED NOTE 8 TO TATE THAT LOUVERS RE NOT IMPACT ESISTANT. RT 6/6/ 07 3 MODIFIED JAMB RACKET SCHEDULE FOR AT OPTION. ADDED LHR RACK DETAIL SHEET 2. RT 4/17/OB 4 ADDED TEXAS LICENSE UMBER TO TITLE BLOCK. HANGED LOUVER NOTE. NCREASED MAX HEIGHT FO W-9". ADDED HIGH JFT AND ROOF PITCH RACK NOTE. RT 4/ 29/09 5 UPDATED TITLE BLOCK SRT 5/4/10 STATIC PRESSURE RATINGS DESIGN ( PSF): +25.90/- 28.80 TEST (PSF): +38.85/- 43.20 IMPACT/CYCLIC RATED (YES/ NO): NO APPROVED SIZES MAX WIDTH: 16'-0" MAX HEIGHT: 8'-9" MAX SECTION HEIGHT: 21" SCALE: N.T.S. DATE DRAWN 3/8/ D6 CHECKED 1,/6/06 SIZE: A NAME GIRT MRB A® tip O Dalton MODELS 5140/ 9400/9600 WINDLOAD SPECIFICATION OPTION CODE 0607 SHEET 2 OF 2 DRAWING PART NO. 319033 REV. P5 IISION OF OVERHEAD DOOR CORF PENSACO A, FLORIDA 132514 O SPLICE PLATE LOCATION o SEE SCHEDULE M 14" MAX 12" MAX 12" MAX I CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE 12" MAXV____TRACK CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN E. SCATES, PE 3121 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56300/1`2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WHOLOAD CONSTRUCTION DETAILS. 13 GA MIN CONTINUOL WALL ANGI 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1 /4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE 0.28 13 GA MIN CONTINUOUS WALL ANGLE RACK 3) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART OOR WIDTH MAX PSF 9'-0" 46 0 PSF 52 0 PSF 16'-0 TRACK 46.0 PSF/-52.0 PSF REVISIONS P2 2 INCH TRACK -CLIPS -TEXAS WALL ANGLE 12 FOOT UPDATED Bpi 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTi S. CHANGED "TEXAS WALL ANGLE" TO "CONTINU DUS WALL ANGLE". "DEC) SUBSTRATE MOUNTNG DETAIL, CHANGED TO TITLN HD ANCHORS GRT 4/2/D7 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. CRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE & CLIP SCHEDULES. DLP 9/05/07 IRT 10/05/07 7 UPDATED CHARTS TO LIMINATE THE USE OF HE #8 CLIP (REPLACED NTH #9 ACROSS THE 30ARD). TP 10/24/07 18 UPDATED STEEL AOUNTING DETAIL v1RB 04/11/06 P9 EXPANDED 1-1/2" TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH. GIRT 12/11/08 P10 UPDATED TITLE BLOCK CRT 6/2/10 ATE DRAWN SHEET 1 OF 2 DRAWING PART NO. REV. 307494 P10 2 3/4" f1" EDGE DIST E60XX MIN. 1 8 2-24 1 /8 2- 24 MIN 3/16" THICK STEEL FOR MOUNTING x 1-5/8" WALL ANGLE AG SCREW OR QUIVALENT INTO AIN 2 x 6 N0.2 TRACK CLIP 3PF (G=0.42) OR - - - - - - 3ETTER AT EACH 1/4-2Ox9/16" TOLE OR -PAIR OF TRACK BOLT AND ROLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONALL WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL n CONCRETE MOUNTING DETAIL JOHN E. SCATES, PE 3121 FAIROATE DR. CARROLLTON, TX 75007 FL PE 01737 TX.PE 55309/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLDAD CONSTRUCTION DETAILS. WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY 2-1 2 THICK DOOR HEIGHT S FROM BOTTOM TO TOP SPLICCLIPPLATE # 7'-0" 7, 9, 9, 9, 9, 11 16 8'-0" 7, 9, 9, 9, 9, 11, 11 16 9'-O" 7, 9, 9, 9, 9, 11, 11, 11 18 10' - 0" 7, 9, 9, 9, 9, 11, 11, 11, 13 18 11--0,, 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12'-0" 7, 9, 9, 9, 91 11, 11, 11, 13, 13, 13 20 13'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14!-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2" THICK DOOR HEIGHT CLIP S FROM BOTTOM TO TOP SPLICE PLATE # 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6, 6, 7, 7, 9, 9 12 9'-01, 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12' - 0 " 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 13'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 14'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18 MODELS 6100 8300 8700 1-3/8' TO 1-5 18" THICK DOOR HEIGHT CLIP S FROM BOTTOM TO TOP SPLICE PLATE # 7'-0" 4, 4, 4, 4, 5, 6 8 8'-01, 4, 4, 4, 4, 5, 6, 6 8 4, 4, 4, 4, 5, 6, 6, 7 8 10'-O" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 14'-D" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 REVISIONS P2 2 INCH TRACK -CUPS -TEXAS WALL ANGLE 12 FOOT UPDATED 8PJ 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED "TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS CRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. CRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE & CLIP MODELS 9100 9400 9600 9700 9800 1 THICK DOOR HEIGHT CLIP S FROM BOTTOM TO TOP SPLICE PLATE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 Waigne® Dalton 3395 ADDISON DRIVE FLRIDA TRACK SUPPLEMENT CHART PEN( 850) A474o989032514 DLP 9/05/U7 P6 UPDATE MOUNTING DETAIL DRAWINGS. GRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE #B CLIP (REPLACED WITH #9 ACROSS THE BOARD). - DLP 10/24/07 PS UPDATED STEEL MOUNTING DETAIL MRB 04/11/OB P9 EXPANDED 1-1/2" TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH. CRT 12/11/08 P10 ADDED MODEL B700. UPDATED TITLE BLOCK CRT 6/2/10 DATE DRAWN SHEET 2 OF 2 DRAWING PART NO. I REV. 307494 P10 wv"' og ton A Division of Overhead Door Corporation 9II&V Is -111; - 'IM40,111P This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER 10TI' JAMB (LB/ED 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 7 6 800 9 7 6 No. 51737 0 STATE OF O.t;ssLOR OP(N jON' , \x 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. DIVIDED BY 2. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/2', AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD 1318.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB (LB/FT)NIE a 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a I n/a 800 n/a n/a n/a ISIcI// i eeNae-. No. 51737 p STATE OFSIONAL 1y 16111110` 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308IF2203 SCHEDULE3 318" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL. WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB (LB/FT)NI13 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 16 800 10 13 15 011I I I I1//// p`?ENSF s No.0737 •: STATE OF IQ i O •• FLOR QP d2 . ss10NA; 11111 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. , Approved Date: 2015.02.20 09:57:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE4 3/8" 0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/ NOTE 2500 PSI CONCRETE NOTE ' 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLED CMUNOTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A 800 16 17 N/A 001111111N je No. 517371 p STATE OF 'QZZ ij;sSroNA; 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16fl/2 = 2401b/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:01-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/1`2203 SCHEDULE5 3/8" 0 HILT[ KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/ NOTE4 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE 2000 PSI GROUT FILLEDCMUNOTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 1 17 8 No. 0737f STATE. OF 41 oa 2 o -O L0RJID a iIII 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16fV2 = 240lb/ft 5. CHART IS BASED ON T-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7, DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:58:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 ways® alton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 i N0. 51737 STATE OF A Digitally signed by John E. Scates, P.E. Date:2015.02.20 095853 -06-00' AIN E. SCAIM PE 121 FAR.SATE DR C— TCN, TYss3ol/JSOrtPEMTsrTsPE F2203 PVFIOFlGATICN 6 MMIlRLI1C C0611WGi10N DETARS 1 s' MAX FASTENERS PER SCHEDULES 1 7HRU 4 LIWMUM 2.4 1 S RUCTURAL GRADE WMBER FOR MAXIMUM ATTACHMENT TO SPAONG WOOD SUBSTRATE OR MINIMUM aS FOR ATTACHEMENT TD CONCRETE AND GROUT FlLIID LMU, iYP. LUNIMUM as /3 G HEADER LOCK SOUTHERN PINE BRACKET LUNG 4' 4' 2) 3/8" SIMPSON RTEN HD SCREW ANCHOR WITH A 1 1/4" WASHER AND A WMWM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4 PDESIGN WAD CAPACITY OF 200 L8S SEE DETAILS J. Z AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR HEIGHT DOOR WIDTH MINIMUM 2.6 13 ¢ HEADER LOCK SOUTHERN PINE BRACKET WMBER 4' SIMPSON IiTEN HD S _ ANCHIXi WITH A 1-1/4' WASHER AND A MINRIUN EMBEDMENT DEPTH OF 2- 3/4" AND A MINIMUM EDGE DISTANCE OF 4". MINIMUM 2000 PS o 1BQTLL' MAXIMUM DESIGN WAD CAPA[ 2TT OF 2400 L85 MINIMUM as 13 Q HEADER LOCI( SOUTHERN PINE BRACKET WNBER 4" 4' 1- 1/2" 4) 3/e' DIA. LAG SCREWS WITH 1-1/4" D.D. WASHERS LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1- 9/327 INTO THE MAIN SUPPDRT MEMBER DETAIL 3 PP TR R MAXIMUM DESIGN WAD CAPAGTY OF 2430 LBS DRAVM DRAWING PART NO. REV. JAMB CONNECTION SUPPLEMENT 324620 P16 Wayr® Dalton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 LOAD MAY EXCEED THE DtaiGN LDAD OF THE STRUCTURE DESIGN 2 3/4• OF SUPPORTING STRUCTURE SHALL MIN EDGE DIST BE THE SOLE RFSPONSIBIUTY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE a. 3/8' SIMPSON TM H0, 2-3/4' NYl EFAEIED. MN 6' CKET L JAMBBRAUfLOGTOII JAMB BRACKET 1/4-2Dx9/16- TRACK BOLT AND 1/4-1 HIX N TRACK DIRECT CONCRETE MOUNTING No.51737 y 0 , STATE OF j tff p. t••;LORV J% slow- Digitally signed by John E SEates, P.E Date: 2015.0220 095926-0600- J E SCAT6 PE 31Z FANGATE DR w—im TX TSRG9 EL PE 51731 U PE SMX ,T=I PRaESsoNAL D1MNEtRi SEAL PRONUD ONLY i1A vOeDunTx1 oP YE19MlAD coNSTwrnTN DETALLi NgNMG-D.42) OR BETTER WALL SNOWABIEFASTFOIERLOADMAYGNLOADO.° hIE STRUCTUREORTINGSTRUCTURESHALLBEFORTHESTYCflHEPROFESSIONALOFRECORDFORTHESTRUCTURE —, S/16' UC 5(StEW VAlli 1-9/3T' FIABED IN CENTER STUD (f 1/4) FOR EACH JAMB BRACKET LOCATION - JAMB BRACKET 1/4-20x9/i6' TRACK BOLT AND / 1/4-2D HEX NU RECT WOOD MOUNTING DETAILMAX4 _ _ FASTENER DRAWING PART NO. I REV. JAMB CONNECTION SUPPLEMENT 324620 1 P16 Page o Florida Building,od- Online Links Search Stats• _ _ x_ :C 13CIS Home Log In 1 Use, pegistration Florida roval T "ri Product App USER: Public User H orApolicannSearch > Application List Product ro,l Menu > Product a' Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL ProductModel, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine Search 15000 ALL ALL ALL ALL ALL ALL ALL iearch Results - A llcano"' Validated By Status Fl# Type Manufacturer Ryan J. King, P.E. Approved Fl 15000-R2 Revision Therma-TruCorporation o Doors (813) 767- 6555 Category: E Histol3l Subcategory: Swinging Exterior Door Assemblies a,.+tie mmission if necessary• by DBPR. Approvals 3 1 ContactUSglair Stone Road Tallahassee_PL 32399 • AS_ 7- g24Refund Statem nt The State of Florida is an AA,/ff0 employer. tit 7007- 2013 State of FloriPrivacy Sta ment :: Arrrscibfl Statem_e0Y • P Dose to apublic- records request, do not send hone orb traditional your L mall. If you have any questions, please contact 850.487.1395.'Pursuanttn Under Florida law, email addresses are Public records. If You do not want your e-mail address released. n rasp electronic mail tothisentity. Instead, contact the office by p Y dd Sermon 455. 275(1), Florida Statutes, effeddve ocbober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails pro 1 e icmay be used for off e the Departmentwitttbnemailaddress which cammunicatjon with the nbeadeavailablensee. However email loathe putt c To publices are etennfne ifYouaredalicenseeundersupplyapersonal address, P P Chapter 455, F.S., please dick her-. Product Approval Accepts: 0 ® 4t'LurLIf IFTIi. 1Cti Florida Building Code Online Page 1 of 3 Floridar m product Approvalb0USER: Pubic user h lm Product Ao_ orova1Menu > pmdua or Aoelica-W Search > ° lira ion Lis[ > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FI15000-R2 Revision 2014 Approved Therma-Tru Corporation 118Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@ rwbldg consulta nts.co m Vivian Wright rjckw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. pE-434D9 National Accreditation and Management Institute 12/31/2018 Ryan 7. King, P.E. Q Validation Checklist- Hardcopy Received FL15oo R2 COI Certificate Of Indeppndence.odf Year Standard 2005 AAMA/ WDMA/CSA101/IS.2/A440 1996 ASTM D1929 1999 ASTM D2843 2D03 ASTM D635 1998 ASTM E1300 2000 ASTM E84 1995 ASTM G26 1994 TAS 202 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15000 R2R2 Eaulv 1500D Eouiv of Standards.odf Page 2. of 3 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D OS/29/2015 Date Submitted /2015 06/286/28 Date Validated p/ 2015 Date Pending FBC Approval 08/ 5/ 2015 Date Approved Summa of Products FL # Model, Number or Name Description lass Door 15000.1 a. "Fiber -Classic" or "Smooth -Star" 6'8 " te(s)mOutswO ng paqu(Xe OX orgXO, OXO, XX, hp fXpSidou Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15000.1 for Design Pressure Ratings, any additionaluselimitations, installation instructions and product particulars. (This product approval requires the use of "? part number doors and sidelites, which have been stained or painted within fi months of installation.) 11 15000. 2 I b. "Fiber -Classic" or "Smooth -Star" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant No Design Pressure: N/A Other. See INST 15000.2 for Design Pressure Ratings, any additionaluselimitations, installation instructions and. product particulars. (This product approval requires the use of'7" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 150D0. 3 c. "Fiber -Classic" or "Smooth -Star" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other: See INST 15000.3 for Design Pressure Ratings, any additionaluselimitations, installation instructions and product particulars. [this product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) th- St" dF15000. 4 "ber-Classcor 'Smooth -Star" installation Instructions FL150D0 R2 II INST 15000.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports a_15 nn g2 AE EVAL i5000.1.odf Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: No Design Pressure: N/A other: SeeINST15000AforDesign Pressure Ratings, any additional uselimitations, installation instructions and product particulars. ( This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 6'8 " Non -Impact" Sidel te( s) - Inswing, (X,OX orFiberglass thout XO, OXO, XX, OXXO Configurations) installation Instructions FL1500_ 0_ R2 II INST15000.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15000 R2 AE EVAL 15000.2.odf Created by Independent Third Party: Yes 810 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing ( X, OX or XO, OXO, XX, OXXO Configurations) Installation Instructions F- 15000 R2 II INST 15000.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Fl 15000 R2 AE EVA 15000.3.odf Created by Independent Third Party: Yes Sidel te(s) - Inswing Opaque or Xwithout O, OXO, XX, OXXO Configurations) Installation Instructions FL 5000 R2 II rNST 15000 4.DSZ Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15000 R2 AE EVAL 15D00 4 odf Created by Independent Third Party: Yes 810 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) 15000. 5 e. "Fiber -Classic" or' SmoothStar" Florida Building Code Online imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/Aother: See INST 15000.5 for Design Pressure Ratings, anyadditionaluselimitations, installation instructions and product particulars. CThis product approval requires the useof "J" part number doors, which have been stained or painted within 6 months of installation.) — i50D0.6 f. "Fiber -Classic" or "Smooth -Star" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/Aother: See INST 15000.6 for Design Pressure Ratings, anyadditionaluselimitations, installation instructions and product particulars. (This product approval requires the useof "J" part number doors, which have been stained or painted within 6 months of installation.) Page 3 of 3 Installation Instructions FL15000 R2 II INST 15000.5' Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Ind ependent Third Party: Yes Evaluation Reports FL15o00 R2 g EVAL 15000.5.12dfCreatedbyIndependentThirdParty: Yes 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Installation Instructions F 15000 R2 II INST 15094.6:8dF Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15000 R2 AE EVAL 15000.6.Qdf Created by Independent Third Party: Yes aack Next Contact Us :: 2601 Blair.Stone Road Tallahassee R. 32399 Phone: 85 824 O employer. one State of Florida.:: ?P.;varvJ 5tatementtatementAcce<sibility Statement :: Refund Statement The State of Florida is an Ag/FF u do not send Under Florida law, email addresses are public records. If you do not want your a -mail address released iueseuonsresponse leease contact 850.487.1395. 'Pursuant to electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any q Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departmentrd Ifwith an email address if they have one. The emails se i ed m the used f oientfiw than email address which scan be made availableicensee. However ailto the public To determiarepublicne if Youareda licensee under supply a personal address, p P Chapter 455, F.S., please click here Product Approval Accepts: ecru wctr t 3nt riaucs 0 THERMA I U THERMA TRU DOORS 1 19 INOUSTRIAU DR., E..ERTON. OH 4351 7 FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING W/ & W/OUT SIDELITES FIBERGLASS DOOR NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and Is In compliance with the 5Ih Edition (2014) Florida BuildingCode (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. product anchors shall be as listed and spaced as shown on details. Anchor embedment to base malarial shall be beyond wall dressing or stucco. 3. When used In the "HVHT'thls product Is required to be protected with an Impact resistant covering that complies with Section 1626 of the FBC. 4. When used In areas outside of the "HVHZ" requiring wind bome debris protection this product Is required to be protected with an impact resistant covering that complies with Section 1607.1.2 oftheFBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2xbuckmasonryconstruction. 6. Site conditions that deviate from the details of this drawing require further engineering analysts byalicensedengineerorregisteredarchitect. 7. This product does not meet the water infiltration requirements for the "HVHZ". Inswing units shall be Installed only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45degrees. TABLE OF CONTENTS SHEETM DESCRIPTION I Typical elevations, design pressures & general notes 2 Door panel details (Smooth star) 3 Door panel details (Flberclassic) 4 Sldeiite panel detalls & glazing details 5 Vertical cross seclions 6 Horizontal cross sections 7 Horizontal cross sections 8 Buck Anchoring 7 Frame anchoring 10 Frame anchoring I Astragal detalls 12 Bill of materials & Components IOS.Stl'MAX.OVERALL FRAME WIDTH ORti = m S IN -ACTIVE ACTIVE s v PLO- L'lIL—If 37.59'MAX. OVERALL FRAME WIDTH s 0 o t ° j09(2 H7 SIN INSWIN NIT X SEE DETAIL "A"/ ESHEET65 DOUBLE W/SIQFIITES INswING UNIT MID 74.50"MAX. OVERALL FRAME WIDTH 6E.5W MAX. OVERALL WIDTH SEE DETAIL "A-/ SEE DETAIL 'Y/ 9 5SHEET65SHEET6 DOUBLE INSWXX ING N17 INGSLE W/SIDELITES INSWINGUNIT nvn E.,1GN4'R SSURE,t,!i T1N© WHERE WATER+INFILTRATION ISNSJ`(NEELiED) 1 r r 3T TYPE WITHOLrTtSyRFACE ppLT$ WRH SUR6ACE dJGT3 s _L SINGLE 67.0 •67.0 DOUBLE 47.0 47.0 60.0 60.0 SINGLE & DOUBLE WITH SIDELITES 47.0 47.0 60.0 60.0 j Uz O i OZ u El 02Z2411.2 i Ire N.T.S. 9 a. BY: JK m' c. By: LFS 3 WINO NO.: FL_ 15000.4 N ET OF 12 N 6 36A0" MAX. DOOR IN PANEL WIDTH 2 2 HORIZONTAL CROSS SECTION 2 DOOR PANEL 2 4.037" 23 0.336" 1.545" 4+ O I in N vi o' 1 LATCH STILE J (SMOOTH STAR) C1 TOP RAIL SMOOTH STAR) DOOR PANE Smooth Star C1 HINGE STILE J (SMOOTH STAR) t 1 BOTTOM RAIL SMOOTH STAR) Z*•0` Z' dJJ U m ydm a X Z Em Z.0 5 dZ NN INTERIOR 21 VERTICAL CROSS SECTION 2J DOOR PANEL T O z a M02 2¢ 12 i kLU N.T.S. 9 JK m' ft LFS 3 WING NO.: K FL-15000.4 n 0 ET ? OF 12 N 36.00" MAX. DOOR PANEL WIDTH 1 HORIZONTAL CROSSJ fb J DOOR PANEL SECTION 335" d•022" Q orilLArcHsnLE FIBER CLASSIC) 1.206" DOO. pgnr Fiber Classic 1a 1 HINGHINGH _ FIBER CLASSIC) 1TOP RAL FIBE CLASSIC) r1.45" . { 5 BOTTOM -RA IL FIBER CLASSIC) N II M GVERTICAL CROSS SECTIONDOORPANEL Z` i •••. O) a m Ua ry ' E. ti maa, n l E ti Z I/7'GLAS5 ffl-ffiffm- 25" STEEL INTERIOR INTERCEPT SPACER 40 41 SEE NOTE 1 INSUI AT D GlAaS W1 SMC LITE FRAME GLAZING DETAIL 13.9375' MAX. PANEL WIDTH 7.125"MAX. D.L.O. WIDTH D 1/2" MIN. 33 J2 GLASS THK. 40 I/Z'GLASS 1/2" MIN. 118"" BITE EXTERIOR GLASS THK. TEMPERED 40 118„ GLASS G1 TEMPERED GLASS AIR SPACE 1/81, AIR SPACE TEMPERED 25" STEEL WT 118•" GLASS RIOR INTERCEPT TEMPERED 40 SPACER GLASS 29 SEE NOTE 1 5 INSULATED !L A ct iu i L'VC_ LITE FRAME GLAZING DETAIL EXTERIOR C3 I •( 12=ci n I z gg` c nnqJOb o a a S r01 m° M6 a Sng got D j 9Z a b` SEE NOTE 1 U z1 HORIZONTAL CROSS SECTION 4 SIDELITE PANEL p 1 2.152" --j IA 42 i 1 PLASTIC LIP LITE FRAME EXTRUDED PVC 526" PLASTIC LIP LITE FRAME i EXTRUDED SMC VERTICAL CROSS SECTION 4 SIDELITE PANEL 11.531" 1— I O f 1.531" 1• Spacing for item #29 & #41 (tits frame screws) Is SIDELITE PAI rI1a Smooth Star 2 SIDELITE TOP &BOTTOM RAIL FINGER JOINTED PONDEROSA 36 SIDELITE BLANK SIDE STILE as follows; From the bottom up on sides; 8.5", with (7) more spaced at 9.875" o.c. there are (2) screws both top and bottom 2.125'" PINE, SG=0.43 FINGER JOINTED PONDEROSA PINE, corner. of in from each SG=D" 43 N I Iz rW- a 0 J z Zo° DATE:02 24/12 i SCALE: N.T.S. 9 DWG. er: JK m CHK. ay, LFS RAWING NO.: FL-15000.4 " 0 HEEf OF 12 N I A VERTICAL CROSS SECTION5 INT RIOR SEE NOTE 2 2 IN e SEE NOTE 1 K2"l VERTICAL CROSS SECTION5 Sit M U N m u a x= ea 5 O r a z 1 mdL 2 0 O U 30 , LQ ERIOR v m U SEE r` o 7TE 2 0l 46 a a VERTICAL CROSS J 5 SECTION Shown w ix sub —buck OPTIONAL SURFACE BOLTS ON ACTIVE PANELSEEDESIGNPRESSURECHART) W-M 1. The sidelite is direct set Into the Jamb with (12item #43 0 #8 x 2" pfh, wood screw. There are (4) at each vertical Jamb, from the top down at 4" from 48.5" & 66", There are (2) at the header attheoutsidecornersoftheframe. there aresill, 413a #8 x 2-1/2" pfh wood screw at thefromtheoutsidecorners. 2. OPTIONAL SURFACE BOLTS ON ACTIVE PANELSEEDESIGNPRESSURECHART) v w o ¢ a z ti ITE. 02 24112 = AMLE, o a. er: JK m K. s,'. LFS ; WINO NO.; D: FL- 15000.4 " 0 ET 5 OF 12 N I , I— 1-1/4" MIN. INTERIOR J_ EMB. (TyP.) HORIZONTAL CROSS SECTION6 MI 1. The ldelite Is direct set Into the Jambwith (12) Item #43 a #8 x 2" p(h, woodscrew. There are (4) at each verticalJamb, from the top down at 13.5", 31", 48.5" & 66". There are (2) at the headerat4" from the outside corners of theframe. there are (2) #13 a #8 x 2-1/2" pfh, wood screw at the Bill. 4" from theoutsidecorners. DE OPTIONAL SURFACE BOLTS DETAIL ACTIVE PANELSEEDESIGNPRESSURECHART) i/\ HORIZONTAL CROSS SECTION z 0 12 d 1-1/4" MIN EMB. (T` eHORIZONTAL CROSS SECTION NO . I. The sidelite Is direct set Into the Jamb with (12) item 143 a #8 x 2" pfh. wood screw. There are (4) at each vertical Jamb, from the tap down at 13.5", 31 ", 48.5" & 66'. There are (2) at the header at4" from the outside corners of the frame, there are2) J13 a 18 x 2-112" pfh. wood screw at thesill, 4" from the outside corners. HORIZONTAL CROSS SECTION7 1-1/4"MIN. '\• * EMB. (TYP.) V J= to r Ti 11Il 0 %N fn>ncm UN .. a x Z Ea. im aye5 0 0 f A4 m aE LZ o a z z d o z Z U TE: 02 24 12 2 ALE: N. T. ° K m' c en LFS 3 WING No.: a:FL- 15000.4 ro 0 ET % OF 12 N A MASONRY OPENING 2X BUr:K- 4" 8" II38 II II TYP. HEAD I I & JAMBS II II II II MULLIONIISHOWN FOR II REFERENCE II II II II II 4" 4' 8" e"------IIIIIt-----------11------111111 II ii II I I II I I II II II I I II ASTRAGAL II II SHOWN FOR II REFERENCE II II I I II I I it II II MULLION--" SHOWN FOR II II REFERENCE II II I I II I I II I I II I I II II MASONRY OPENING CONCRETEANCHOR NOTES: 2X 1. Concrete anchorlocations of the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locatlons noted as "MAX. ON CENTER" must be adjusted tomaintainthemlri. edge distance to mortar joints, additional concrete anchorsmayberequiredtoensurethe "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: HoR,., ,ANN??MIW:AR:Ne: PE ......... S Z t M f5h1Ni :.: rd MAs4NRY TF1 ADJ QCEN}r,? ITW TAPCON® 1j4" 1-1/4" 2" 4 ELCO ULTRACON" 1/4„ 1-1/4" 1" 4" 4" 11 II II II II 3a it II TYP. HEAD II I & JAMBS I I II II I II II II SHOWNNFOR II II REFERENCE II II I II I I I MULLION) I I II SHOWN FOR II II REFERENCE II II II II II II II SINGLE DOOR W/SID_S BUCK ANCHORING MASONRY 2X 8 V- U N IN TYP. HEAD I JAMBS 1 ` ASTRAGAL II SHOWN FOR II REFERENCE II II II II II II II II II II II MASONF OPENII, 2X BUC SINGLE DOOR BUCKBUCK A NG, OWG. By., JJK CHN. BY: LFS• DRAWING NG.. FL-15000,4 HEET 8 OF 12 r MASONRY OPENING FRAME 2X BUCKS SEE/ _ DETAIL VIEW I ( 3 N'. o_c CLZti- z zO U N n° Z W/2X BUCK INSTALLATION oz mZ° W/1X BUCK e y v 9`dZNSTALLATIONamaa ILd TYP. HEAD & E o Z JAMBS 0 BUCK SEE TYP. DETAIL pq 5 z TYP. SILL 14 mo I I I 1 I : VIEW DOUR E DOOR WeJ IDFI11FS C„ 'X VIEW 'A" —'A" SINUE DOOR PJ/SIp IIT S 13 49 30 30 W/2X BUCK 13 O 31 31CONCRETEANCHORNOTES: 13 INSTALLATION 1. Concrete anchor locations at the corners maybe adjusted to maintain the min. 37 W/ 1 X BUCK 48 INSTALLATION edgedistancetomortarfolnts. 10Li ro2. Concrete anchor locations noted as'MAX. ON CENTER" must be adfusfed to 10 DETAI " " maintain the min. edge distance to mortarjoints, additional concrete anchors ASTRAGAL BOLT 9mayberequiredtoensurethe'MAX. ON CENTER"dimension are not exceeded. STRIKE PLATES HEAD a3. Concrete anchor table: 10 Y':`:'• ii:is:.:-.:'.iiiiii::::;..:;:;.,•::: :;:!. ...:?'.;•::::::..:.::•: H4?! t:•;:ANH.C51tr:it>s»siMC M:'ss;`a;;:: N IN>C111,kA;N:C:%; M:IM aGA'N': `:..:, L T9L— 13 ANC.: M 151L... ...::...... EC1Gka::.. 31. ITW .......... „f;TAPCON11 1/4" 1.1/4"4" 13TAPCON® 3/161-1/4" 3" EW INSTALLATION NOTES' 30 i. Maintainaminimum5/81edge distance, I"end distance, & I,, o.c. spacing of DLTA_ II "4" DETAIL"1_' woodscrews fo prevent the spllfffng of wood. SURFACE BOLT STRIKE. PLATE THRESHOLD III \ SEE DETAIL "2" 13 W/ 2X BUCK INSTALLATION g W/ 1X BUCK INSTALLATION 43 TYP. HEAD do n,P JAMBS a BUCK SEE DETAIL 111 "\ III TYP. SILL THESE (2) ANCHORS REQ'D ONLY WHEN DP > 47 PSF MASONRY OPENING FRAME 2X BUCK - SEE DETAIL 4" j u z W O i z n nArE: 02 24 12 i SCALP: N. T.S. 9 DWG. en JK m' CHK. an LFS 3 DRAWING Na FL-15000. 4 0 iHEET 9 of-12 .N N 1 I SEE DETAIL "2" 1J W/2X BUCKMASONRYINSTALLATION OPENING ly 1 J9 INSTALLATION TYP. HEAD & FRAME JAMBS Ci 2X BUCK SEE, 14 TYP. SILL DETAIL "1 " SE DETAIL "3" ..i VIEW rn DOUR E n m CONCRETEANCHOR NOTES' 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar Joints. a 2. Concrete anchor locations noted as "MAX ON CENTER" must be adjusted toa maintain the min. edge distance to mortorJoinh, additional concrete anchorsamayberequiredtoensurethe "MAX. ON CENTER" dimension are not exceeded. 3. Concrete dnchortabte: 0 ,l ii:FQ•:''i: r......;?,.:;:;;::.;c.;::;:;iyi;:!ii`:., :::::.:i:i:!i•::i!i: :M ..:: :...i: ' : .... AN.. ANHt3 CJ .6K:;:;:;:-::;;::::.-:.:::.;:;;::;,.;r.:MIH•;:•:;,ikA,N.t<;>:M.UVG1,,4ftAN;C iYP.Et;:t•; ;5;:i51i' MBSLIMN1 TDtNA$QtJR 1fQADiACbfJP;.`. ITW TAPCON® 1/4" 7-7/4" X. 4" z ITW TAPCON® 3/16 1-1/4" 3" WOOD SCREW INSTALLATION NOTES' 1. Maintain a minimum 5/0" edge distance, I" end distance, & I" wood spacing.ofwoodscrewstopreventthesplittingofwood. ii SEE DETAIL "4" t, r • q 6• s _ 1to I W/2X BUCK INSTALLATION JB W/1X BUCK MASONRY INSTALLATION OPENING TYP. HEAD do JAMBS FRAME - 2X BUCK SEEElSEE DETAIL 5., r14 TYP. SILL SINGLE DOOR W/ 2X BUCK W/ 1X BUCK INSTALLATIOt INSTALLATION 13 0 W/ 1X BUCK W/ 2X BUCK INSTALLATION INSTALLATION 13 10 DETA_ L "3" DFTAI " 5" W/ iX BUCK 50 INSTALLATION W/ 2X BUCK 13 INSTALLATION DETAIL " 4" 1 JTJ l w IN Id M z yi .ten-• li, m O, C`Y```` N n 5 z dm U N Z ZOo0u 9mS MafnM d o S C zid a 48 L0 30 30 13 031 48 DETAIL " 2„ ASTRAGAL & SURFACE BOLT o: STRIKEPLATES ® HEAD e j u zh 31 o a z U CAre: 02 24 12 i 30 E= 30 SCALE: N.T.S. ° DETAIL " 1" - CWG. Gr: JK m SURFACE BOLT STRIKE PLATE CHK. BY. LFS 3 THRESHOLD OMl51— -.: K FL- 15000.4 SHEET 10 OF 12 .N. Ou U U Z(; SEE NOTE 1 ci I IO F-- 24 ASTRAGAL DETAIL NOTE: 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND THE BOTTOM. i dj om e " 9 or•: a mda a a Si oATe 02 24/12 SGLE: N.T.S. owc. ar: JK cHK. ar: LFS FL-15000.4 ET i 1 OF 12 Ile, DESCRIPTION Material FIBER 1 CLASSIC (FC) PANEL SKIN 0.11" MIN. THK. FIBERGLASS BY THERMA-TRU with yield 0reng(h FyL* )=6,000 psi FIBERGLASS 1A SMOOTH STAR SS SASN h PANEL SKIN 0.07 MIN. THK. FIBERGLASSBYTHERMA-TRU with yield strength Fy(min.)=6,000 psi.. FIBERGLASS 2 FC TOP RAIL WOOD COMPOSITE J FC LATCH STILE WOOD COMPOSITE 4 FC HINGE STILE PONDEROSA PINE, SG=0.43 WOOD 5 FC BOTTOM RAIL WOOD COMPOSITE 6 POLYURETHANE FOAM 1.9lbs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 4 x 4" HINGE .097" THK. STEEL 1010 x 3 4 I.G. PFH WOOD SCREW STEEL IT MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACT301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE 12 IO x 2" LG. PFH WOOD SCREW STEEL 13 8 x 2 1 2 LG. PFH WOOD SCREW STEEL 14 1 4 x 2-1 4 ITW PFH CONCRETE SCREW STEEL 15 SIGELITE BOTTOM BOOT .090 EXTRUDED VINYL VINYL 16 2X BUCK SG >- 0.55 WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 KWIKSET PASSAGE LOCK - SIGNATURE SERIES Ig SELF ADJUSTING INSWING SADDLE THRES14OLD ALUM.1WOOD 20 HEADER PONOEROS4 PINE SG-0.43 I WOOD 21 STRIKE JAMB PONDEROS4 PINE SG=0.4J W000 22 HINGE JAMB PONDEROSA PINE, SG=0.4J WOOD 2J KWIKSET DEMBOLT - SIGNATURE SERIES 780 24 HURRICANE ASTRAGAL ALUMINUM 24A ASTRAGAL FLUSH BOLT STEEL 2413 ASTRAGAL FLUSN BOLT RETAINER ALUMINUM 16 IX BUCK SC >= 0.55 WOOD 27 10 x 1-1 2 LC. PANHEAD SHEET METAL SCREW STEEL 28 1 INSWING DOOR BOTTOM SWEEP VINYL 29 1 J6-18 x 1-J 4 PHILLIPS FLATHEAD SCREW FOR ITEM 33 STEEL 30 SURFACE BOLT STRIKE PLATE STEEL JI 10 x 2-1 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 32 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE 33 PLASITC UP LDE FRAME PVC PVC 34 PIASFIC UP UTE FRAME SMC SMC 35 BLANK JAMB PONDEROSA PINE SG=0.43 WOOD 36 SIDELITE SIDE STILE PONDEROS4 PINE SG-O.All WOOD 37 110 x 1-3 4" LG. PFH WOOD SCREW STEEL J8 1 4" x 1-3 4' PFH ELCO OR fTW CONCRETE SCREW STEEL J9 14" x 3-3 4"ITW PFH CONCRETE SCREW STEEL 40 SILICONE GAULK DOW795 SILICONE 41 6-10 x 1 12" PLASCREW FOR REM J4 STEEL 42 SIOELITE TOP do BOTTOM RAIL PONDEROSA PIN SC=0.43 WOOD 43 8 x 2" LG. PFH WOOD SCREW STEEL 44 3 8" x 3 8 QUARTER ROUND FINGER JOINTED PINE WOOD 45 1 L. x .040' DIA. BRAD TRIM NAIL STEEL 46 IVES SURFACE BOLT 454 .25 STEEL STEEL 47 1 4-Z0 SFX BOLT W 1 4-20 FEMALE END STEEL 48 3 16" x 3-1 4 ITW PFH CONCRETE SCREW STEEL 49 ASTRAGAL STRIKE PL1TE STEEL 50 1 4" x J-I 4" ITW PFH CONCRETE SCREW STEEL 54 55 TOP RAIL WOOD COMPOSITE 55 SS LATCH STILE WOOD COMPOSITE 56 SS HINGE SOLE PONDEROSA PINE SG-0.43 WOOD 57 SS BOTTOM RAIL WOOD COMPOSITE 8.000 I .750' f--- OO Oo 46 SURFACE BOLT (IVES 25" STEEL) 4563' 1.063" Fes- J 021 WOOD FRAMFINGER JOINTED PONDEROSA PINE, SG=0.43 6. 750" L _ r OSELF ADJUSTING SADDLE THRESHOLD 19 ALUMINUM/VINYLL .045" WALL ALUM, 080" THK. WALL VINYL TYP. A. i A. W Of i m S N z d m d o n UNZ. O O •l ^ ap l 0 9 m w 4 o a Na mda4 0 2. 675 vz c o° 2 a OURFACE BOLT STRIKE PLATE (125" STEEL) o o z 30 Vl J ar 2 m FA! 28 INSWING DOOR BOTTOM SWEEP VINYL . 080" MAX. WALL, 035" MIN. WALL OL 691" Fu Q Z T— DAM 02 24 12 SCALE: N.T.S. owc. Br: JK 15 INSWING SIDELITE CHK. BY: LFS BOTTOM 800 0. 09" EXTRUDED VINYL WALL oM FL— 15000.4 SHEET 12 OF 12 i Florida Building Code Online Page 1 of 1 F tR'•c yy 1 y 'i.rl^tit'w4'yT-d,. i?- r usrn es&Fna ofes rRegutaro Or Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL CategoryALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 14039 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Search Results Applications ype Manufacturer Validated ByStatus t: j evision Ply Gem Windows National Accreditation & Management Institute Approved Category: Windows 804) 684-5124 Subcategory: Single Hung Commission if necessary. APpmveo uy uorn. nPp v. -7 — ,..,...... -- - -- -- -- Contact Us :: 2601 Stair Stone Road Tallahassee FL 32392 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyriuht 2DO7-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if theyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an pta11 address ddFSwhich hscandick made available to the public To determine if you are a licensee under er here . Product Approval Accepts: I wmg1 rLh c! Safe securit>, m .i-mc s r r ._._ n____J_L..:I.J:..... ..r../.-.r/r.r 'ran IC+ 9cr1Y 11/29/2017 Florida Building Code Online Page 1 of 2 fit BCIS Home Login User Registration i Hot Topics i Submit Surcharge stats & Facts Publications ; FBC Staff BCIS Site Map Links Search Florida Product Approval USER: Public User tc •-r o!a+m Product Approval.Menu > Product or AODliation Search > Application List > Application Detail FL # FL14039-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Adam Blomberg ablomberg@plygemwindows.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 04/22/2015 04/22/2015 04/25/2015 10/12/2017 Year 2005 1..1 .,...,.-,.,r_nrn,tnnt 11 /79/7017 Florida Building Code Online Page 2 of 2 Summary of Products FL # Model, Number or Name Description 14039.1 4712/4812 Single Hung 4712FL/4712F/4812F Single Hung Limits of Use Certification Agency Certificate FL14039 R2 C CAC NI010366 01-R2.odfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes F1.14039 R2 C CAC NI010366 02 R2.1)df Impact Resistant: No FL14039 R2 C CAC NI010366 03-R3.Ddf Design Pressure: N/A FI-14039 R2 C CAC NI010366-R2.odf Other: See installation detail for sizes and ratings. FL14039 R2 C CAC NI010367.02-Rl.odf FL14039 R2 C CAC NI010367.03-R1.odf Quality Assurance Contract Expiration Date 08/31/2018 Installation Instructions FL14039 R2 II PGW029 SS.Ddf FL14039 R2 II PGW030 AT.odf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R2 AE PER3050 SS 2015-04-19.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an A VEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which n be made available to the public. To determine if you are a licensee underChapterhere . Product Approval Accepts: Credit• Safe SCCt11'ItN .%7tvrRICti rr - __. L..:I -1— ,._,. /. imr nmrn r4+I Mcr`kY7naram-wCTVX0wtDatG... 11 /29/2017 S 1— I" ® 0 PIZ.- INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED, 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO RE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±l/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE IN5TALLATION ANCHORTOTHE NEXT. 4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 1X BUCKTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116 INCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. I 5. ELANGEINSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1)910 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 6. FIN INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1)Its SELF-TAPP NG SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. S. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. B. MASONRY -STRENGTH CONFORMANCETO ASTM C-90, GRADE N,TYPE I (OR GREATER). C. STEEL - MINIMUM YIELD STRENGTH OF 33 K51. MINIMUM WALLTHICKNESS OF 33 MILS. (20 GUAGE) PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/1.5.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6, WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS, SEE SHEETS FOR GLAZING DETAILS. B. DESIGNATIONS "X" AND "O"STAND FOR THE FOLLOWING: X.. OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A GENERAL & INSTALLATION NOTES 2 ELEVATIONS & ANCHOR LAYOUTS 3 4712FL VERTICAL & HORIZONTAL SECTIONS 4 4712F VERTICAL& HORIZONTAL SECTIONS 6 4812F VERTICAL & HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHHEIGHT 4712FL 48" 83.93" 50/-70 NOT RATED 4712FL 531, 72" 50/-60 NOTRATED 4712F 53" 72" 50 / -60 NOT RATED 4712F 48" 83.93" 1 +50 / -60 NOT RATED 4812E 48" 84" 50 / -60 N OT RATED 4812E 1 48" 96" 30 / -30 NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.10 10:48:44-04'00' jPLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484-634B FX: 540-484-6683 L y PR Pie Z m Z -' IN— m ' c= vZ DWG #: FGWo29 SHEET: 1 OF 5 UNIT MAX. WIDTH 53.00" DID MAX. WIDTH 49.44" B F 3 4 3 .. 0., UNIT MAX. HEIGHT 72.00" 4 ,.X., A E 3 4 SASH MAX. WIDTH 51.25" ELEVATION D.L.O. MAX. HEIGHT 33.25" ASH MAX. HEIGHT 36.31" SEE ANCHOR SEE ANCHOR [I SCHEDULE SCHEDULE 'I ANCHOR LAYOUT D.L.O MAX. WIDTH 44.3 Kw, D 5 3 UNIT MAX. HEIGHT 96.00" SEE ANCHOR SCCHEDULHEbULE SEE ANCHOR SCHEbULE UNIT MAX. fIDTH 48.00" J 5 B F 3 q D.L.O. MAX. 0„ HEIGHT 45.56" SASH MAX. HEIGHT 35.88" SASH MAX. WIDTH 46.25" ELEVATION EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE INSTALLATION Q'TY PER SUBSTRATE EMBEDMENT DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN.) IN.) IN.) IN.) IN.) IN.) B SELF -TAPPING FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 4 3/16" ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 20 4 10 SELF -TAPPING FLANGE 1 STEEL STUD 3 THREADS N/A 20 20 1 4 PLY' GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCS,^/ MOUNT, VA Z4151 PH: 540-404.6348 FX: 540454-6653 u1 m VY T e o y J 1- Q p N v mu au= Q o K u w Z m m m Z C1 43 H NNc Ewa ". w n_ tii aMd wf- Q0 O j:'Prf . 0 W z __ uzcc;Q V V) D'WG #: PGW029 SHEET: 2 OF 5 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 4, IX WOOD BUCK BY OTHERS IX WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 1/4" MAX. SHIM SPACE 3 THREADS MIN. ENGAGEMENT 21/2" MIN, i1:•;•`:,:";' INTERIOR EDGE DISTANCE #10 SELF -TAPPING SCREW INSTALLATION ANCHORS 1 1/4" MIN. EMBEDMENT PERIMETER CAULK ( 1 1/4" MAX. O.A. BY OTHERS SHIM SPACE WINDOW HEIGHT t SEE GLAZING EXTERIOR DETAIL INTERIOR B-\ VERTICAL SECTION 3 HEAD -1X WOOD/CONCRETE/MASONRY 4712 FLANGE EXTERIOR INTERIOR SEE GLAZING DETAIL 1 t IO.A. WINbOW HEIGHT STRUCTURAL GRADE 1/4" MAX. 1SILICONE BY OTHERSI— SHIM SPACE EXTERIOR FINISH , c BY OTHERS 1X WOOD RUCK BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY d 1X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS A VERTICAL SECTION 3 SILL- IX WOOD/CONCRETE/MASONRY 4712 FLANGE METAL STUD FRAMING SEE GLAZING BY OTHERS DETAIL 1 SHEATHING -- BY OTHERS EXTERIOR EXTERIOR FINISH' . • BY OTHERS O.A. PERIMETER CAULK WINDOW BY OTHERS WIDTH HORIZONTAL SECTION 3 JAMB -STEEL STUD FRAME 4712 FLANGE 11/4" MIN. EMBEDMENT 1/4" MAX. CONCRETE/ MASONRY BY OTHERS SHIM SPACE CAULK BETWEEN CONCRETE/ MASONRY 6 1X WOOD BUCK BY OTHERS INTERIOR r"' 1X WOOD BUCK BY OTHERS 3/16" ITW TAPCON INSTALLATION ANCHOR 2 1/2" MIN. EDGE DISTANCE SEE GLAZING bETAIL 1 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH HORIZONTAL SECTION 3 JAMB -1X WOO D/CONCRETE/MASONRY 4712 FLANGE tl PayGoff 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 640A84-6683 o zoo g m J aLL- zp a< m L9 W ¢ z¢m G V h Z H H¢ a uo U. Z m o¢a U, . n°... w w 4]o m ily- o. F 0 o T of tll6` 3 m v1 m Z liw Q m Y N ZuO DWG#: PGW029 SHEET: 3 OF 5 1/4" MAX. 3 THREADS MIN. SHIM SPACE SHEATHING ENGAGEMENT 8 SELF -TAPPING SCREW BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH METAL STUD FRAMING i`,,;;:'::::--, SCREWBYOTHERSBYOTHERS8SELF -TAPPING INSTALLATION ANCHOR PERIMETER CAULK BY OTHERS'i'.% METAL STUb FRAMING BY OTHERS 1 1/4" MAX. I SHIM SPACE 3 THREADS MIN. WINDOW ENGAGEMENT HEIGHT / j SEE GLAZING— SHEATHING' DETAILS INTERIOR BY OTHERS EXTERIOR EXTERIOR FINISH •'••••..••••-•• • - BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW-- WIDTH F VERTICAL SECTION HORIZONTAL SECTION HEAD - 1X WOOD/CONCRETE/MASONRY STEELLEJAMB 4712 FIN STUD FRAME 4712 FIN SEE GLAZING DETAIL 1 — 4 EXTERIOR / 1 INTERIOR O.A. WINDOW 1/4" MAX. HEIGHT SHIM SPACE EXTERIOR PERIMETER CAULK BY OTHERS i METAL STUD FRAMING EXTERIOR FINISH BY OTHERS BY OTHERS SHEATHING #8 SELF -TAPPING SCREW BY OTHERS 3 THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT E . VERTICAL SECTION SILL- PRECASTCONCRETE 4712 FIN VERTICAL SECTION 4 MEETING RAIL off.D Pay GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 INTERIOR PH: 540-484-6348 FX: 510-484-6683 J m ot z#o SEE GLAZING DETAIL m N z2 o u L C 2 J AO< U O B N H V m < m dn- .wn z m Z w o J W U W J Z m Q a uj m EXTERIOR a INTERIOR U) O O 111 w 5."VlwcomU) m= J V) 3 uNZ 0 DWG #: PGWO29 SHEET: ^ . OF 5 1/4" MAX. SHIM SPACE 3 THREADS MIN. A , r j Pay QE y' SHEATHING ENGAGEMENT 8 SELF -TAPPING SCREW WINDOWS BY OTHERS INSTALLATION ANCHOR 8SELF-TAPPING SCREW 433N.MAIN ST.,PO , EXTERIOR FINISH METAL STUD FRAMING INSTALLATION ANCHOR ROCKY4151 MOUNT, VA 2 4151 BY OTHERS BY OTHERS INTERIOR METAL STUD FRAMING PH: 640 494-6348'F%: 540-484-6683 PERIMETER CAULK BY OTHERS m BY OTHERS SEE GLAZING zp NN v kv o 3THREADSMIN. DETAIL 1 N o O. A. MAX. ENGAGEMENT N N a WINDOW SHIM SPACE 5HEATHING—" o HEIGHT 3/ 4" O.A. INSULATED CLASS BY OTHERS N v z m w a a Z H iSEEGLAZING) a DETAIL 1 EXTERIOR w N w a d m w a EXTERIOR INTERIOR DOW 1199 / EXTERIOR FINISH N d rn pBY OTHERS M SILICONE p-q, PERIMETER CAULK WINDOW w BY OTHERS WIDTH VERTICAL SECTION HORIZONTAL SECTION a S HEAD -SX WOOD/CONCRETE/MASONRY S JAMB - STEEL STUD FRAME n 4812FIN4812FIN1/ 2" MIN. GLASS I 1/4" MAX. Z BITE L _ i SHIM SPACE SEE GLAZING O Z DETAILI 1 GLAZING DETAIL 1 8 SELF -TAPPING SCREW EXTERIOR I INTERIOR INSTALLATION ANCHOR L1J O. A. NOTE: METAL STUD FRAMING WINDOW 1/4" MAX. GLASS THICKNESS AND TYPE BY OTHERS HEIGHT SHIM SPACE SHALL COMPLY WITH ASTM E 300 GLASS CHART REQUIREMENTS O INTERIOR 3 THREADS MIN. Z J, ENGAGEMENTPERIMETER CAULK BY OTHERS 0 METAL STUD FRAMING 5HEATHING EXTERIORFINISHBYOTHERSBYOTHERSBYOTHERSIL H5 SHEATHING BY OTHERS 3 THREADS MIN. 8 SELF -TAPPING SCREW INSTALLATION ANCHOR EXTERIOR FINISH ENGAGEMENT SEE GLAZING BY OTHERS d'••.• .••' DETAIL 1 PERIMETER CAULK BY OTHERS o j. I lilt, ui EXTERIOR O.A. o Z u Z Z WINDOW o N WIDTH DWG #: I VERTICAL SECTION HORIZONTAL SECTION PGW029 5SILL- PRECAST CONCRETE S JAMB - STEELSTUDFRAME SHEET: 5 oFS 4812 FIN 4812 FIN INSTALLATION NOTES: 1. ONE(1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF tl/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) 418 WOOD SCREW, 106 COMMON NAIL OR 11 GAUGE ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 1312 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) k10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) AS TESTED GENERAL NOTES: 1. THE PRODUCT5HOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING ANDTRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION ISTHE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR TH E PROJECT OF INSTALLATION. 3. 2X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCKDESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. - 5. APPROVED IM PACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. 7. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING: X. OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A GENERAL A INSTALLATION NOTES 2 ELEVATIONS & ANCHOR LAYOUTS 3 4712FL VERTICAL & HORIZONTAL SECTIONS 4 4712F VERTICAL A HORIZONTAL SECTIONS 5 4812F VERTICAL& HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHHEIGHT 4712FL 48" 83.93" 50/-70 NOTRATED 4712FL 53" 72" 50/-60 ATRATED 4712F 53" 72" SO / -60 NOTRATED 4712F 48" 83.93" 50/-60 NOTRATED 4812F 48" 84" 50/-60 NOTRATED 4812E 1 48" 1 96" 30/-30 NOTRATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date:2015.04.10 10:47:11-04'00' 5, Pay GEMWINDOWS 433 N. MAIN ST.. PO BOX 559, ROCK' MOUNT, VA 24151 PH: 540AB4-6348 FX: 540-4B4-6683 m Z# SH m V) ZZ m Jd w. mow¢ V ZLEI i ¢ a H Z LU tea¢ a^ H F mwa wIx 1 m F- o: o Z H o r o H H U gyp++ w LU Lewaw u O T 1151116 lilMmInmZJ V) m- 2= jZ O in U V) PGW030 SHEET: 1 OF 5 UNIT MAX. WIDTH 53.00"— D.L.O MAX. WIDTH 49.44" 8 F 3 4 3 UNIT MAX. HEIGHT 72.00" H 4 „X„ A E 3 4 SASH MAX., WIDTH 51.25" ELEVATION UNIT MAX. WIDTH 48.00" D.L.O MAX. WIDTH 44.31" 7 5 3 4 Ka, D D.L.O. MAX. 5 3 HEIGHT 33.25' UNIT MAX. HEIGHT 96.00" SASH MAX. HEIGHT 36.31" 1 SEE ANCHOR SEE ANCHOR SCHEDULE 5CHEbULE ANCHOR LAYOUT SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE X" SASH MAX. WIDTH 46.25" ELEVATION D.L.O. MAX. HEIGHT 45.56" EDGE HEAD SILL JAMB O.C. CORNER INSTALLATION QTY PER EMBEDMENT ANCHOR TYPE SUBSTRATE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN.) IN.) IN.) IN.) IN.) IN.) 8 WOOD ANCHOR FIN 1 WOOD 1.5 0.75 12 12 9 4 SOD COMMON OR 11 FIN 1 WOOD 1.5 0.75 12 12 9 4 GAUGE ROOFING NAIL 10 WOOD ANCHOR FLANGE 1 WOOD 1.5 0.75 20 20 4 PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX. 540-484-6683 j m vyTzOd 0 J SASH MAX, m HEIGHT p ¢ u 14 wa Caw o a w n x a M Fw- a o j:•4rr ttt4• ilii-i m m p m * " _ 1ix o 1nav DWG#: PGW030 SHEET: 2 OF 5 10 WOOD SCREW INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS STRUCTURALGRADE O.A. SILICONE BY OTHERS WINDOW HEIGHT — EXTERIOR I O.A. WINDOW HEIGHT 1 3/4" MIN. EDGE DISTANCE I 11/2" MIN EMBEDMENT 1/4" MAX. SHIM SPACE 1 5EE GLAZING DETAILI INTERIOR 1/4" MAX. SHIM SPACE INTERIOR 1 1/2" MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY r BY OTHERS 2X WOOD BUCK a• BY OTHERS 10 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN, EDGE DISTANCE SEE GLAZING DETAIL 1 EXTERIOR FINISH EXTERIOR BY OTHERS STRUCTURAL GRADE O.A. SILICONE BY OTHERS WINDOW -- WIDTH g VERTICAL SECTION C HORIZONTAL SECTION 3 HEAD-2X WOOD BUCK JAMB-2X WOOD BUCK 4712 FLANGE 4712 FLANGE 1/4" MAX. 1 1/2" MIN. SHIM SPACE EMBEDMENT INTERIOR SEE GLAZING 2X WOOD BUCK BY OTHERS EXTERIOR DETAIL INTERIOR #10 WOOD SCREW ky'71 INSTALLATION ANCHOR V\ 5EE GLAZING I DETAILI STRUCTURAL GRADE - 5ILICONE BY OTHERS EXTERIOR FINISH - BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY h 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS A VERTICAL SECTION 3 SILL-2X WOOD BUCK 4712 FLANGE 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE pper SHEATHING—'L_ BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS STRUCTURAL GRADE SILICONE BY OTHERS O.A. WINDOW -- WIDTH HORIZONTAL SECTION 3 JAMB -2X WOOD FRAME 4712 FLANGE PLy GEM WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540- 64-6345 FX: 540 84-6683 C) rc Z o H .. S Z d m J a m z¢m a v11, z p 0 m J O+ w J K Z w u m w a g d w a LL yyd , ~ ova o 11 p111, 6Lw '"' CC 1n Cn 3 T= u'z 0 Q U V7 DWG #: PGwo3o SHEET. 3 OF 5 CAULK BETWEEN CONCRETE/ MASONRY & 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - ZX WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT f SEE GLAZING DETAIL EXTERIOR ' I O.A. WINDOW HEIGHT 1 1/2" MIN. EMBEDMENT IOD COMMON NAIL OR 11 GAUGE ROOFING NAIL INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR VERTICAL SECTION HEAD-2X WOOD BUCK 4712 FIN SEE GLAZING DETAIL EXTERIOR PERIMETER CAULK - BY OTHERS EXTERIOR FINISH - BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN - CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS v. 11/2" MIN. EMBEDMENT E VERTICAL SECTION I, SILL- 2X WOOD BUCK 4712 FIN INTERIOR 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE NTcT,lmrr 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 8 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE 1 1/2" MIN. \ / EMBEDMENT 5HEATHING--" BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW -- WIDTH G HORIZONTAL SECTION 4 JAMB-2XWOOD FRAME 471Z FIN rH--- VERTICAL SECTION I• MEETING RAIL INTERIOR SEE GLAZING DETAILS EXTERIOR PLy' GEMWINDOWS 433 N. MAIN 5T. PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 54OA84-6683 C M o Z#o0 O 2 a Zo Z) ¢ V m N 'tl m ¢ m m m V Z o Fi ¢ ois aZ V O< c ¢ v m w n a• Iw- 0 PRE o m U) m1z J V occi_ = U Z 0o a h DWG #: PGW030 SHEET: 4 OF FJ CAULK BETWEEN CONCRETE/ MA50NRY & 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT t I O.A. WINDOW HEIGHT 11/2" MIN. EMBEDMENT B WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS 10D COMMON NAIL OR 11 GAUGE ROOFING NAIL INSTALLATION ANCHOR 11/2' MIN. EMBEDMENT SHEATHING' BY OTHERS SEE GLAZING-' 3/4" O.A. INSULATED EXTERIOR FINISH DETAIL GLASS BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAILS EXTERIOR EXTERIOR INTERIORI PERIMETER CAULK - BY OTHERS O ADOW — SILICONE 1VERTICALSECTION 5 HEAD-2XWOOD BUCK 4812 FIN 1/2" MIN. GLASS BITE GLAZING DETAIL 1 NOTE: SEE GLAZING GLA55 THICKNESS ANb TYPE SHALL COMPLY DETAIL 1 WITH ASTM E 1300 GLA55 CHART REQUIREMENTS EXTERIOR (U INTERIOR WINDOW WIDTH L HORIZONTAL SECTION S JAMB -2X WOOD FRAME 4812 FIN 3/4" MIN. EDGE DISTANCE CAULK BETWEEN INTERIOR 1/4" MAX. CONCRETE/ MASONRY & 2X SHIM SPACE y WOOD BUCK BY OTHERS st;6IN5TALLbATIONCONCRETE/MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS 8 WOOSCREW ANCHOR 1/ 4" MAX. SHIM SPACE SEE GLAZING } DETAILI PERIMETER CAULK 3/4" MIN. EDGE BY OTHERS i DISTANCE EXTERIOR FINISH :'' ; t'• BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN 11/2" MIN. CONCRETE/ MASON RY&2XL EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/ MASONRY VERTICAL SECTION BY OTHERS S SILL-2XWQOD BUCK 4B12 FIN EXTERIOR WOOD SCREW O.A. 3TALLATION ANCHOR WINDOW WIDTH HORIZONTAL SECTION S JAMB -2X WOOD BUCK 4812 FIN 11/ 2" MIN. EMBEDMENT EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS PLy GEM WINDOWS433 N. MAIN ST„ PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6349 FX: 540-484-6683 H m r o Z#o Slb Z dm J m 71 a Jn-c= V w¢ a p] z G a IZ O L z H m J Off+ W 1 .Q z P w LU a omd a 0O H z H LU w Y n 171, I' m o5 ," ll pill` u W .ymU) CO J U) 3 Nz =_ uz a CD in Ili V) DWG #: PGW030 SHEET: 5 OF 5 Florida Building Code Online Page 1 of 1 fit-r#' 3- 's' . -"7 -3 U " s tY.4 1 J u:.t t N 7x--;? x •-"' '> ; r ` y '. ?,mod r` i y T,yr• sr s & Prof6ss[6naUl 6galat on s Cr 13 rra9oaq O Florida U. pM-c:iiErr,,. Product Approval r USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 14253 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL JearGn Kubulu FL# Pp- Type Manufacturer Validated By Status FL14253- R3 Affirmation Ply Gem Windows National Accreditation & Management Institute Approved Category: Windows 804) 684-5124 HistorySubcategory: Fixed Approved by DBPR. Approvals by DBPR shall be reviewed and rahfied by the POC an /or t Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.2750), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if theyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supplyapersonaladdress, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter455, F.S., please click here . Product Approval Accepts: M = ® tCfiecA E Credft Card = Safe c- uri nteilu sP'' rj= Florida Building Code Online Page 1 of 3 m a •i s F?;" ,-v ta.0 is ,a .•r ,ieHE,.. CI[C'D81'14 - 1xJ[SI NS',COh`,P/YCF4NP BCIS Home 'I Log In :; User Registration 'I Hot Topics Submit Surcharge Stats & Facts Publications F5C Staff BCIS Site Map i Product Approval USER: Public User proval Menu > Product or ARplication Search > Avolication Us > Application DetallProductAp tApplication Type Affirmation Code Version 2014 Application Status Approved Archived Comments Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Authorized Signature Adam Blomberg aboomberg@plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/NWWDA 101/I.S.2-97 1997 Equivalence of Product Standards Certified By E/J-I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes 0No UN/A FL14253 R3 COC SA14253 SS 2015-04-10.odf Product Approval Method Method 1 Option A Date Submitted 05/06/2015 Florida Building Code Online Page 2 of 3 Date Validated 05/06/2015 Date Pending FBC Approval Date Approved 05/16/201S Date Revised 10/12/2017 Summary of Products FL # Model, Number or Name Description 14253.1 . 4701FL Fixed Window Builder Series 4701FL Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL142S3 R3 C CAC NI008098-R4.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2018 Design Pressure: +50/-50 Installation Instructions Other: FL14253 R3 II PGW050-R1 SS.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL142S3 R3 AE PER2898 SS.odf Created by Independent Third Party: Yes 14253.2 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14253 R3 C CAC NI006190-R5.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2018 Design Pressure: +50/-50 Installation Instructions Other: FL14253 R3 II PGW047-R1 SS.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2899 SS.Ddf Created by Independent Third Party: Yes 14253.3 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14253 R3 C CAC NI006189-RS.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2018 Design Pressure: +45/-45 Installation Instructions Other: FL14253 R3 II PGW049-RI SS.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2900 SS.odf Created by Independent Third Party: Yes 14253.4 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use -in HVHZ: No FL14253 R3 C CAC NI006468-R5.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +40/-40 10/31/2018 Installation Instructions Other: FL14253 R3 II PGW048-RI SS.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2901 SS.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone, 650-482-1824 The State of Florida is an AA,/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibillty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: Mm = FOR ecfiecf E . INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE, NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OFt1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4, FOR INSTALLATION THROUGH 2X BUCK USE NIO WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. FOR INSTALLATION THROUGH 1X BUCK INTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116INCH ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/4INCH MINIMUM EMBEDMENT INTO CONCRETE/MASONRY SUBSTRATE. 6. FOR INSTALLATION INTO STEEL STUD SUBSTRATE, USE 010 SELF -TAPPING TYPE INSTALLATION ANCHORS TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT THROUGH STEEL STUD. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. STEEL -MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS. PLY GEM WINDOWS SERIES 4701 FL ALUMINUM FIXED WINDOW GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMA/N W W DA 101/I.S.2-97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CON DITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: ALUMINUM 6053-TS 7. GLASS MEETSTHE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. S. DESIGNATIONS "X" AND "0" STAND FORTHE FOLLOWING: X: OPERABLEPANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION & GENERAL NOTES 2 ELEVATION & ANCHOR LAYOUT 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS & GLAZING DETAILS 5 COMPONENTS & BILL OF MATERIALS DESIGN PRESSURE RATING 61-AZE TYPE DESIGN PRESSURE MISSLE IMPACT RATING 1 50/-50 PSF NOT RATED Digitally signed by Hermes F. Norero, P.E, Reason: I am approving this document Date: 2014.05.28 18:55:06-04'00' Pay GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH:540-484-6348 FX: 54OA84-6683 LL. m 7m Z& O _ NH H Z m mf` 'n Z 1b H:ym w H lL LL w Z MD Q qW Ln w m C m =na w d- d O LL. LO H mLL) ma ate. g SY vZ U U) bWG #: PGW050 SHEET: 1 OF 5 Ia PI P%I A- II iftI 3" MAX. FROM CORNER TYP 17" MA: O.C. Ty ANCHOR LAYOUT FLANGE Pay GGEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-464-6683 m mj N e MAX. z ORNER TYP. C) m a G O Z m LU Ca Z Q m v INSTALLATION 7-H a H o m ANCHOR w w¢ d W EJH W W U3 LU0' V N dd Wr a ZU ti T Z _ Z u Z DWG #; PGWO50 SHEET: .2 OF 5 2X WOOD FRAM 3/4" MIN. BY OTHERS EDGE DISTANCE SHEATHING #10 WOOD SCREW BY OTHERS INSTALLATION ANCHOR CAULK BETWEEN {{ FIN h SHEATHING jr'I 11/2" MIN. EXTERIOR FINISH ,,,•, ` EMBEDMENT PERIMETER CAULKMkSEE I 1/4" MAX. BY OTHERSSHIM SPACE A. WINDOW GLAZING HEIGHT AIL EXTERIOR INTERIOR g VERTICAL SECTION 3 HEAD -2X WOOD FRAME FLANGE INSTALLATION STEEL STUD - BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN h SHEATHING EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O. A. WINDOW HEIGHT EXTERIOR EXTERIOR 3 SEE GLAZING DETAIL INTERIOR 2 4 1 PERIMETER CAULK 6 1/4" MAX. BY OTHERS SHIM SPACE 4 1 1/4" MIN. EMBEDMENT EXTERIOR FINISH BY OTHERS ix Wool) BUCK BY OTHERS 3/16" ITW TAPCON BY OTHERS INSTALLATION ANCHOR CONCRETE/MASONRY 21/ 2" MIN. EbGE BY OTHERS DISTANCE CAULK BETWEEN CONCRETE/ MASONRY & VERTICAL SECTION WOOD BUCK BYOTHERSiX SILL- CONCRETE/MASONRY FLANGE INSTALLATION 10 SELF -TAPPING SCREW INSTALLATION ANCHOR 3 THREADS OF MIN. ENGAGEMNT 1/ 4" MAX. SHIM SPACE SEE GLAZING DETAIL INTERIOR C VERTICAL SECTION 3 HEAD -STEELSTUD FLANGE INSTALLATION n PLY GEM 1VINPOWS 433 N. MAIN 5T., PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484-634A FX: 540-04-6653 LLLLLL m n m Y, o Lr) ZZ r H O J K UUt m O m Z¢ m Hoz< cy... H Z w ui o H w Cy 6 H 0 min ma n o = u u Z U bWG #: PGW050 SHEET: - 3 OF 5 1 1/2" MIN. 1 1/4" MIN. v PLY G E MPLYEMBEDMENT1/4" MAX. EDGE DISTANCE MAX. SHIM SPACE SHIM SPACE CONCRETE/MASONRY BY OTHERS 433 N. MAIN ST., PO BOX 559, 2X WOOD BUCKA•: •Y•,` ,A' BY OTHERS ROCKY MOUNT, VA Z4151 2X WOOD FRAME BY OTHERS 6 r,;• CAULK BETWEEN PH: 540.434-6348 FX: 540-484; b683 6 CONCRETE/MASONRY &2X INTERIOR INTERIORSOWOODSCREW WOOD BUCK BY OTHERS INSTALLATION ANCHOR 4 4 3/16" ITW TAPCON L r5EE GLAZING D TAIL SEE GLAZING DETA L INSTALLATION ANCHOR vi zoo. J A H > o N 3/4" MIN. 2 1/2" MIN. Z EDGE DISTANCE'. EDGE DISTANCE vl o F Z O Z Z m w Zm Hm ^a CAULK BETWEEN 1 2 3 5 5 3 2 1 CAULK BETWEEN Lo w a Z FIN 4 SHEATHING FIN & 2X WOOD BUCK w H i m Ul o g EXTERIOR FINISH EXTERIOR FINISH Lu a'Q m a BY OTHERS BY OTHERS k' PERIMETER CAULK PERIMETER CAULK BY OTHERS EXTERIOR EXTERIOR BY OTHERS o mO.A. O.A. WINDOW WINDOW WIDTH WIDTH z HORIZONTAL SECTION E HORIZONTAL SECTION O Z 4, JAMB-2X WOOD FRAME 4 JAMB -1X BUCK/CONCRETE/MASONRY O FLANGE INSTALLATION FLANGE INSTALLATION v di LUo 3/4" O.A. INSULATED GLASS O Z I75INTERIOR \\ ? a bbbbEXTERIOR2 _ FL N "i 4 O 3 ' .50" GLASS is 1 BITE N NOTE: GLASS THICKNESS n'PE Lo GLAZING DETAIL 1 MAY VARY PER A5TM EAND130 o u Y z GLASS CHART DWG #; . REQUIREMENTS, n G W0 5O SHEET: 4.oF 5 BILL OF MATERIALS M NO. DESCRIPTION PART NO. MATERIAL MANUFACTURER 1 FRAME HEAD/SILL/JAMB 11080 ALUMINUM 6063-T5 PLY GEM WINDOWS 2 GLAZING BEAD 10601 ALUMINUM 6063-T5 PLY GEM WINbOWS 3 GLAZING BEAD INSERT V-166 VINYL PLY GEM WINDOWS 4 3/8" X 1/8" FOAM TAPE VINYL 5 3/4" O.A. INSULATED GLASS TEMP. GLASS 6 SHEAR CLIP 11587 ALUMINUM 6063-T5 I PLY GEM WINDOWS OSHEAR CLIP ALUMINUM 6063-T5 0.902 I-.— OFRAME HEAD/SILL/JAMB ALUMINUM 6063-T5 1.875 0.5 2.437-11 GLAZING BEAb ALUMINUM 6063-T5 8 0.982 PLY GEMVINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-4B4.6683 Y u Z v Z o D Z O u Zc oQSw O p m Z H m O H < U J p Z. H wHWJ u w m muio Lu Q a Z 0 H z U . H H Lu -w DC a A` ea U- F 8 a cy A/ ZE =u cQiZ 10 U N DWG #; PGW050 SHEET;. R QF-5 Florida Building Code Online Page 1 of 1 Bunn s gB;.Pr ssional egu ati Y Or* Product Approval USER: Public User Product Approval Menu > Product or Aooliation Search > Application List Search Criteria Refine Search Code Version 2014 FL# 15264 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL bearcn Icesuirs FL# Type w„o Manufacturer Validated By Status FL15264-Rl Revision Ply Gem Windows Category: Windows Locke Bowden 334) 300-1800 Approved History Subcategory: Mullions e nnr , i,., rna rnmmission if necessary. Approved by DBPR. Approvals by DCPK snau oe reviewcu a- Contact Us;: 2601 Blair Stone Road Tallahassee FL 32292 Phone• 850-487-1624 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emailaddress can be dick made available to the public. To determine if you are a licensee under Chapter455, Product Approval Accepts: a Cfedft Card Safe l' fl[GITY iika'Kic'S 1.++ / f1nri&;hi61cling.org/or/Dr app_lst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 Florida Product Approval USER: Public User Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15264-R1 Revision 2014 Approved 0 Ply Gem Windows 433 N, Main St. Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Adam Blomberg ablomberg@plygemwindows.com Windows Mullions Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Cam. Evaluation Report - Hardcopy Received Hermes F. Norero P.E. PE-73778 National Accreditation and Management Institute 12/31/2018 Locke Bowden Chu Validation Checklist - Hardcopy Received F1 15264 R1 COI COI PLY GEM S5 2015-02-1121 1710.5.3 Method 2 Option B r - __ . rrs/nr/ nr Ann dt1.asox?Daram=wGEVXQwtDgV3... 11/29/2017 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 02/19/2015 02/24/2015 03/01/2015 04/15/2015 10/12/2017 FL # Model, Number or Name Description 15264.1 Series 4700 Fin Aluminum Mullions Limits of Use Installation Instructions FL15264 R1 II PGW130ApprovedforuseinHVHZ: No for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. lorida P.73778e , p.E. FloridaP.E. Approved Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A other: This product does not require an impact protective Evaluation Reports FL15264 RI AE PER3064 SS 2015-01-02.12df system for wind borne debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes drawing PGW 130 for design pressure tables, installation details, and anchoring instructions. 15264.2 Series 4700 Flange Aluminum Mullions Limits of Use Installation Instructions FL15264 RI II PGW131 SS 2015-01-02.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A other: This product does not require an impact protective Evaluation Reports FL15264 RI AE PER3065 SS 2015-01-02.odf system for wind bome debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes drawing PGW131 for design pressure tables, installation details, and anchoring instructions. Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 state of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email addressswhich can be emade available to the public. To determine if you are a licensee under Chapter 455, ick Product Approval Accepts: W ® EChrc M Credit• Safe tiCCl11-lll 1LE1'ltlliti f*1 acnY7nAram=wGEVXOwtDaV3... 11 /29/2017 PLY GEM WINDOWS 4700 FIN MULLION NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC, SECTION 1710.S.3. 2. MULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 FIN ALUMINUM EXTRUDED MULL WITH ALUMINUM ANCHOR CLIP WHEN USED TO MULL WINDOWS WITH A HORIZONTALLY OR VERTICALLY CONTINUOUS MULLION. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS ZONE 3 OR LESS. INDIVIDUAL UNITS MUST BE IMPACT RATED. 4. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. 5, USE N10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 11/2" INTO WOOD FRAMING. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE AND ANCHOR NOTES). 6. USE 3/16" ITW TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 11/4" INTO CONCRETE/MASONRY SUBSTRATE. (SEE CHARTS & NOTES ON SHEETS 4 &5 FOR DESIGN PRESSURE AND ANCHOR NOTES). 7. 2X4 WOOD BUCKS TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. B. SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE. 9. THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE PLY GEM PRODUCTS. HORIZONTAL MULL SPAN 10. ALL WINDOWS USED WITH THIS MULUON SHALL BE QUALIFIED UNDER SEPARATE APPROVAL. 11. MULLION MATERIAL: 6063-T6 ALUMINUM. 12. CLIP MATERIAL: 6063-TG ALUMINUM 13. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF3000 PSI. 2 C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, MULL CLIP W/ GRADE N, TYPE 1(OR GREATER). ANCHORS, TYP TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A MULLION ASSEMBLY ELEVATIONS 6 NOTES 2 MULL VERTICAL & HORI. SECTION DETAILS AND ANCHORING 3 MULLION COMPONENT DETAILS 4 HORIZONTAL MULLION DE5IGN PRESSURE CHARTS 5 VERTICAL MULLION DESIGN PRESSURE CHARTS E 2 I TRANSOM HEIGHT 2 VER WINDOW MUL HEIGHT S I HORIZONTAL MULLION FOR SIDE -BY -SIDE WINDOWS W/ TRANSOM riPLVGEMYYIIVD0INS TRANSOM 2 HEIGHT 433 N. MAIN ST., PO BOX 559, I ROCKY MOUNT, VA 24151 WINDOW \I MULL CLIP W/ WIDTH jl. ANCHORS, UNIT B \a TYP HEIGHT 2 WINDOW HE11GHT ylHORIZONTAL I MULL SPAN HORIZONTAL MULLION FOR WINDOW WITH TRANSOM WINDOW AWIDTHI TICAL PAN Ilk B LION 2 LIP W/ E CCHORS, TYP WINDOW HEIGHT PH: 540-484-6348 FZ 540-484-6683 O m xZ V W Zha Q Z OSLL Q Q U o Z O o^ O m Q L1J dW 4mIlioa m a ITQo y•• • PRO N zz VERTICAL (TWIN) MULLION FOR Q o N 3 , _ U- V z SIDE -BY -SIDE WINDOWS DWG #: Digitally signed by Hermes F Norero, P.E. PG W 13 0 Reason: I am approving this document SHEET: Date: 2015.01.02 13:05:38 -05'00' 1 F SHEATHING HERS 3/4" MIN. ri P Ly GEMV4 EDGE DISTANCE INSTALLATION ANCHOR 2X WOOD FRAME BY OTHERS TWO (2) PER ANCHOR CLIP 433 N. MAIN ST., PO BOX 559, SEE NOTES 4 h 5 ON SHEET 1) 1 1/2" MIN. ROOKY MOUNT, VA 24157 EXTERIOR FINISH EMBEDMENT PH: 540-484-63M18 FX: 640-484-6683 BY OTHERS 11/2" MIN. mMULLIONFRAMEZm 11090 EMBEDMENT Z G u # v MULLION CLIP { 3/4" MIN. W 'Za' H o o p EDGE DISTANCE j m m P 11087-2 MULLION FRAME g Jis 11090 ZZ a a ¢ U MULLION CLIP 0 Z m m O.A. WINDOW #11087-2 m Z H m ^< HEIGHT EXTERIOR INTERIOR > w H o m 1 VERTICAL SECTION CIO A z HEAD-2X WOOD/CONCRETE/MASONRY -- INSTALLATION ANCHOR MULLANCHOR CLIP TWO (2) PER ANCHOR CLIP Fw- MULLION FRAME ( SEE NOTES 4 d 5 ON SHEET 1) 11090 SHEATHING p O,A. WINDOW I BY OTHERS m INTERIOR WIDTH EXTERIOR FINISH EXTERIOR BY OTHERS g VERTICAL SECTION D HORIZONTAL SECTION O Z 4700 FIN MULLION 2 JAMB - 2X WOOD FRAME H 02MULLANCHORCLIPHH V W l w p EXTERIOR INTERIOR O.A. WINDOW 1/4"-20 TEK SCREW HEIGHT (2 EACH SIDE) oZ MULLION CLIP MULLION FRAME # 11090 ``O , k d11087-2 11/4" MIN. EMBEDMENT MULLION -- ~ 11090 '' ` ,+' 4 ~ EXTERIOR INTERIOR T-CLIP ~a EXTERIOR FINISH r N ` BY OTHERS - #11091 T. INSTALLATION ANCHOR • ••• TWO (2) PER ANCHOR CLIP 1X WOOD FRAME WINDOW FRAME d SEE NOTES 4 & 5 ON SHEET 1) BY OTHERS (OPTIONAL) CONCRETE/MASONRY 24/2" MIN. N m Z m ZLZ BY OTHERS EDGE DISTANCE ¢ N v = _ 13 Z VERTICAL SECTION E VERTICAL SECTION Z SILL -CONCRETE MASONRY 2 T-MULLION PGVI/1.30MULLANCHORCLIP SHEET: 2 OF 5 HORIZONTAL MULLION VERTICAL MULLION #11090 11090 1/4"-20 TEK SCREW T-CLIP (2 EACH SIDE) 11091 0.210" DIA. 3/8 0.165' DIA. 3/8" 17/8" --I i-— I I 111/16" 11/16" 17/8" ]25/B" + + 1/4" —^IjI 3 1/4" 15/16 4" ANCHOR CLIP #11087-2 6063-T6 ALUMINUM T-CLIP #11091 6063-T6 ALUMINUM USED TO MULL VERTICAL MULLION TO HORIZONTAL MULLION 2 7/8" -- I 1 13/16" 1 5/16" T- 1 1 7/16" I..{ 3/8" 4700 FIN MULLION (#11090) 6063-T6 ALUMINUM lrj Pay a,M bViNooti'vs 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA Z4151 PH: 540-484-6348 FX.- 540-484-6683 O mV # v 5 H Q O y^ V J M E L W O2 0 knm¢ o m Z ¢ m Z p- Lij O Z¢ m m muip m Fw- a k LL. F N T Z Jm Z J N Z aC S4 1 ¢ F— p N g: b = M N Z 0 p U DWG #: PGW130 SHEET: 3 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS HORIZONTAL MULLION Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11090) Design pressures are limited eltherbymullion or anchor screw or anchor clip capacity. Window Transom F 18.0 1 21.0 1 24.0 1 27.0 1 30.0 33.0 36.0 39.0 1 42.0 1 46.0 1 48.0 53.0 24.0 12.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 30.0 15.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36.0 r 19.0 1 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 42.0 21.0 1 75.0 1 75.0 75.0 75.0 75.0 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 0 75.0 75.0 75.0 75.0 75.0 75.075.0 75.0 75.0 75.0 75.0 UE75.01 0 75.0 75.0 75.0 75.075.0 75.0 75.0 75.0 75.0 75.0 74.3 0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75. 0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.0 Maximum design pressure capacity chart (pst) Series 4700 Horizontal mullion, twin with transom (11090) Design pressures are limited either by mullion or anchor screw or anchor clip capacity. Win...1 36.0 4ZO 46.0 1 54.0 1 60.0 1 66.0 72.0 1 78.0 1 64.0 1 90.0 1 96.0 1 106.0 24.0 12.0 75.0 75.0 75.0 75.0 175.0 75.0 75.11 71.0 61.1 52.7 43.3 32.0 30.0 15.0 75.0 75.0 75.0 75.0 75.0 75.0 67.3 1 57.2 1 49.2 42.7 35.1 1 25.9 36.0 1 10.0 1 75.0 75.0 75.0 1 75.0 75.0 1 67.5 56.5 1 47.9 1 41.2 35.8 29.7 1 21.9 42.0 21.0 75.0 75.0 75.0 73.7 68.8 58.3 48.7 41.4 35.6 30.9 25.8 19.0 48.0 24.0 75.0 72.0 65.7 60.9 57.3 51.4 43.0 36.4 31.3 27.2 23.0 16.9 54.0 27.0 70.0 62.1 56.3 51.9 48.5 45.8 38.5 32.6 28.0 24.3 20.7 15.2 60.0 30.0 61.8 54.6 49.2 45.2 42.0 39.5 34.9 29.6 25.4 22.0 18.9 13.9 66.0 33.0 55.3 48.7 43.8 40.0 37.1 34.7 32.0 27.1 23.2 20.1 17.4 12.7 72.0 36.0 50.0 43.9 39.4 35.9 33.2 31.0 29.2 25.0 21.4 18.6 16.1 11.8 NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO (2) R10 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A I V2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MASONRY INSTALLATION USE TWO (2) 3116" ITW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4" MINIMUM EMBEDMENT INTO FRAMING, SEE SHEET FOR DETAILS. 4. CHARTS APPLY ONLY TO 47DO FIN MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN AN OVER-UNDER ORIENTATION WITH A HORIZONTALLY CONTINUOUS MULL 5, READ WINDOW HEIGHT AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 3064 FOR MORE MULLION SPECIFICATIONS. NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO (2) 910 WOOD SCREWS AT EACH ANCHOR CUP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO FRAMING. 5EE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MASONRY INSTALLATION USE TWO (2)3/16-ITW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4' MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FI N MULLION EXTRUD ED MULLIONS AS SPEOFI ED HERE WHEN USED TO MULL WINDOWS IN A SIDE -BY -SIDE ORIENTATION WITH CONTINUOUS TRANSOM AND HORIZONTALLY CONTINUOUS MULL S. READ WINDOW HEIGHT AND MULLSPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE P5F. 6. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE MOOR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 3064 FOR MORE MULLION SPECIFICATIONS. k\ kk Ea h PLY GENLYVINDOINS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA Z4151 PH: 540-484-6348 FX: 540-484-6683 m S ZOO Z D W V xQVLLFv Z W W LD m Q oZ m ZQm<^ Z H a w W1 j n G n Q C, m. a FH- tt 'a'I Y m Z m Z J U1 N. O 3I.D 2Ij UZN W130 4 of 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS VERTICAL MULLION Maximum design pressure capacity chart (psi) Series 4700 Vertical Mullion (Twin) (11090) Design pressures are limited either by mullion or anchor screws or anchor clip capacity 1 In7F 1A11r10, /inN in) 18.0 1 21.0 1 24.0 1 27.0 1 30.0 1 33.0 1 36.0 1 39.0 1 42.0 45.0 1 48.0 1 53.0 24.0 75.0 1 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 1 75.0 75.0 1 75.0 75.0 30.0 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 75.0 75.0 1 75.0 75.0 36.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 42.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 48.0 1 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 54.0 1 75.0 75.0 75.0 1 75.0 75.0 75.0 1 73.0 70.3 68.2 66.7 65.7 64.9 60.0 75.0 75.0 75.0 1 75.0 70.0 65.9 62.5 59.9 51.7 56.0 54.7 53.3 62.0 75.0 75.0 75.0 72.2 67.1 63.0 59.7 57.0 54.9 53.1 49.1 66.0 75.0 75.0 73.0 66.7 61.8 57.5 93 50.4 47.9 45.7 t 41.872.0 75.0 71.6 63.2 56.8 51.7 47.6 44.3 41.5 39.2 37. 33.6 84.0 60.6 52.2 46.0 41.2 37.4 34.3 31.8 29.7 27.9 26.4 25.1 23.3 NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FORTME MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO 12)010 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CUPS IN CONCRETE/MASONRY INSTALLATION USE TWO W 9/16" ITW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4' MINIMUM EMBEDMENT INTO FRAMING, SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FIN MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL SIDE -BY -SIDE WINDOWS WITH A VERTICALLY CONTINUOUS MULL. S. READ WINDOW WIDTH AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PST. 6. DESIGN PRESSUREVALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TOPER 3064 FOR MORE MULLION SPECIFICATIONS. k\ a A I \\\\ t L-\\\\\ 11 PayGoM 433 N. MAIN ST., PO BOX 559, R=Y MOUNT, VA E4151, PH: 540-484-6348 FX: 540-484-6683 W O N V V Z G Z a o Z) m Z =? I L OULL LL0VJVV11 o v m T_z..Qm H W 7 mHmaZ n.' Q V) Z O H z U H W V LU tY o N QN 3LO == UZ- O Q U U) DWG #: PGW130 SHEET: 5 OF 5 PLY GEM WINDOWS 4700 FLANGE MULLION NOTES; 1. THE PRODUCFSHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC, SECTION 1710.5.3. 2. MULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 FLANGE ALUMINUM EXTRUDED MULL WITH ALUMINUM ANCHOR CLIP WHEN USED TO MULL WINDOWS WITH A HORIZONTALLY OR VERTICALLY CONTINUOUS MULLION. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS ZONE 3 OR LESS. INDIVIDUAL UNITS MUST BE IMPACT RATED. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. S. USE N10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 11/2" INTO WOOD FRAMING. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE AND ANCHOR NOTES). 6. USE 3/16" ITW TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1114" INTO CONCRETE/MASONRY SUBSTRATE. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE AND ANCHOR NOTES). 7. ZX4 WOOD BUCKS TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. S. SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE. 9. THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE HORIZONTAL PLY GEM PRODUCTS. MULL SPAN 10. ALLWINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL. 11. MULLION MATERIAL: 6063-T6 ALUMINUM. 12. CLIP MATERIAL: 6063-T6 ALUMINUM 13. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 2 C. MASONRY -STRENGTH CONFORMANCE TOASTMC-90, MULL CLIPW/ GRADE N, TYPE 1(OR GREATER). ANCHORS, TYP TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A MULLION ASSEMBLY ELEVATIONS & NOTES 2 MULL VERTICAL & HORI. SECTION DETAILS AND ANCHORING 3 MULLION COMPONENT DETAILS 4 HORIZONTAL MULLION DESIGN PRESSURE CHARTS 5 VERTICAL MULLION DESIGN PRESSURE CHARTS L E 2 a TRANSOM HEIGHT 2 VER WINDOW MUL HEIGHT S I HORIZONTAL MULLION FOR SIDE - BY -SIDE WINDOWS W/ TRANSOM PLV GEM WINDOWS D TRANSOM 2 HEIGHT 433 N. MAIN UN , V BOX 559, I ROCKY MOUNT, VA 24151 WINDOW MULL CLIP W/ WIDTH ANCHORS, B \ TYP UNIT 2 HEIGHT WINDOW HEIGHT HORIZONTAL MULL SPAN HORIZONTAL MULLION FOR WINDOW WITH TRANSOM WINDOW A WIDTHTICAL B LION \\ im PANMULL CLIP W/ ANCHORS, TYP WINDOW HEIGHT VERTICAL ( TWIN) MULLION FOR SIDE - BY -SIDE WINDOWS Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.0213:06:22-05'00' PH: 540-494-6348 FX: 540-404-6663 WINDOW HEIGHT VERTICAL ( TWIN) MULLION FOR SIDE - BY -SIDE WINDOWS Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.0213:06:22-05'00' PH: 540-494-6348 FX: 540-404-6663 C) w m m r Z o O Nv^ o., z a z OrU S0 zo m TZw r 7 W p p L H a j d C0 u o T o. w o K po O IL N Ti. . oNIx 3L7 =SUZ O p U W DWG #: PGW131 SHEET: 1 OF F SHEATHING BY OTHERS INSTALLATION ANCHOR TWO (2) PER ANCHOR CLIP SEE NOTES 4 & 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS MULLION FRAME 11084 1 MULLION CLIP 11OB7-2 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS 11/2" MIN. EMBEDMENT I O.A. WINDOW HEIGHT EXTERIOR INTERIOR SECTIONE_VERTICAL HEAD -2XWOOD/CONCRETE/MASONRY MULL ANCHOR CLIP MULLION FRAME 11084 INTERIOR EXTERIOR g VERTICAL SECTION z 4700 FLANGE MULLION IEXTERIOR INTERIOR O.A. WINDOW HEIGHT _iL;F. MULLION CLIP 11087-2 11/4' MIN. EMBEDMENT MULLION EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR 1X WOOD FRAMETWO (2) PER ANCHOR CLIP BY OTHERS (OPTIONAL) SEE NOTES 4 & 5 ON SHEET 1) CONCRETE/MASONRY 2-1/2" MIN. BY OTHERS EDGE DISTANCE C VERTICAL SECTION 2 SILL- CONCRETE MASONRY MULL ANCHOR CLIP 11/2" MIN. I EMBEDMENT 3/4" MIN. MULLION FRAME EDGE DISTANCE 11084 MULLION CLIP 11087-2 INSTALLATIONANCHOR TWO (2) PER ANCHOR CLIP SEE NOTES 4 & 5 ON SHEET 1) SHEATHING O.A. WINDOW BY OTHERS WIDTH EXTERIOR FINISH BY OTHERS DHORIZONTAL SECTION JAMB -2X WOOD FRAME MULL ANCHOR CLIP 1/4"-20 TEK SCREW 2 EACH SIDE) MULLION FRAME 11084 EXTERIOR INTERIOR T-CLIP 11091 A WINDOW FRAME E VERTICAL SECTION Z T-MULLION PLy GEMWINDO\ S 433 N. MAIN ST., PO BOX 559, ROCKY MOVNT, VA 24151 PH: 540-484-6348 FX: 540-484.6683 Z oO m Z Z#o oom x Z x Qwo CC VpWU iL QQ ma 0 1IC-- Q p cc n z 14 Z m t m ui 0 m d IW- Kp Z DWG #: PGW131 5HEET: 2 of 5 PLyy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 HORIZONTAL MULLION PH: 540-484-6348 FX: 540.484-6683 VERTICAL MULLION #11084 11084 1/4"-20 TEK SCREW Z m T-CLIP (2 EACH SIDE) o V m Y a 11091 r H o N LU Z m 0.210" MA. 3/8 0.165" DIA. i a a w 1— I 1 11/16" Ul 11/16" 1 7/8" Z 5/81, ui a m d 3 1/4 1/4" I1 15/ 16" ¢ T ANCHOR CLIP #11087-2 `° 6063- T6 ALUMINUM T- CLIP #11Q91 Z 6063-T6 ALUMINUM USED TO MULL VERTICAL MULLION H Z TO HORIZONTAL MULLION H CY a r^ 2 7/8" 1 1 Z 1 3/16° 1 5/Ib" I-- 3/8" O 4700 FLANGE MULLION (#11084) r S LL y ~ ` ` 6063- T6 ALUMINUM mZ mZ LU QN 3 _.= U Z o a v U) DWG #: PGW131 SHEET: 3 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOUS HORIZONTAL MULLION Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11084) Design pressures are limited either b y mullion or anchor screw or anchor clip capacity. i Inif wlHih lint Windows ransom 18,0 21.0 24.0 1 27.0 1 30.0 33.0 36.0 39.0 42.0 1 45.0 1 48.0 1 53.0 24.0 12.tl 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.075.0 75.0 75.0 30.0 15.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36.0 18.0 75.11 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 42.0 21.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 76.0 1 75.0 75.0 48.0 r 24.0 1 75.0 1 75.0_1 75.0 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 1 75.0 75.0 54.0 r 27.0 1 75.0 1 75.0 1 75.0 75.IJ I 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 60.0 30.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.3 66.0 33,0 75.0 75.0 75.0 75.0 75.0 75.0 15.0 75.0 75.0 75.0 75.0 72.5 72.0 36.0 75.0 75.0 75.01 75.0 75.0 1 75.0 75.0 75.0 75.0 1 75.0 75.0 71.0 Maximum design pressure capacity chart (pst) Series 4700 Horizontal mullion, twin with transom (11084) Design pressures are limited eitherby mullion oranchorscrewor anchor clip capacity. Height (In) Unit width (in) n a n aA n I On n IOn n I inn n 24..0 12.0 75.0 75.01 to j 75.0 75.0 75.0 74.6 63.4 54.5 44.2 36.3 26.8 30.0 15.0 75.0 75.0 15. 75.0 75.0 71.7 60.1 51.0 43.9 35.9 29.4 21.7 0 75.0 75.0 75.0 73.2 60.2 50.4 42.8 36.8 30.4 24.9 18.3 0t48, 75.0 75.0 721 63.3 52.0 43.5 36.9 31.8 26.5 21.7 15.9 0 W17 72.0 65.7 60.9 55.9 45.9 38.4 32.5 28.0 23.5 19.24.164.0 62.1 66.3 51.9 48.5 41.1 34.4 29.1 25.0 21.2 11.3 12.7 60.0 30.0 81.8 54.8 49.2 45.2 42.0 L. L. 2 31.2 26.4 22. 19.3 15.8 11.6 66.0, 33.0 55.3 48.7 43.8 40.0 37.1 28.5 241 20.7 17.8 14.5 10.7 72.0 1 36.0 1 50.0 1 43.9 1 39.4 1, 35.9 1 33.2 1 31.0 26.4 22.3 19.' 16.5 13.5 9.9 NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USETVO (2) 010 W0OD5CREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1212" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL LIPS IN CONCRETE/MASONRY INSTALLATION USE TWO (2) 311V ITW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN AN OVER-UNDER ORIENTATION WITH A HORIZONTALLY CONTINUOUS MULL 6. READ WINDOW HEIGHT AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. S. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 306S FOR MORE MULLION SPECIFICATIONS. NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO 12) BID WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH To ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MASONRY INSTALLATION USE TW012)3/16"ITW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 13/4" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS, 4. CHARTS APPLY ONLY TO 4700 FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS INASIDE-BY-SIDE ORIENTATION WITH CONTINUOUS TRAN50M AND HORIZONTALLY CONTINUOUS MULL. S. READ WINDOW HEIGHT AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 5. D ESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 3065 FOR MORE MULLION SPECIFICATIONS. PlyWIND04VS GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX; 540-484-6683 Z Z m m H> g m IndZ F N OUW wwu Zw L9 mQ O Z"I a2LZnn• O N ¢ Z m t- a I% I A N T00 m Z J T N 3LD 2= vZ O Ito V V) DWG #1 PGW131 SHEET: 4 OF 5 DESIGN PRESSURE CHARTS FOR CONTINUOV5 VERTICAL MULLION Maximum design pressure capacity chart (psfl Series 4700 Vertical Mullion (Twin) (11084) Design pressures are limited either by mullion or anchor screws or anchor clip capacity I Ini+ 1AHr++h rinl in) 16.0 21.0 24.0 27.0 1 30,0 33.0 1 36.0 1 39,0 1 4Z,0 1 45.0 1 48.0 1 53.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 54.0 75.0 75.0 75.0 75.0 75.0 75.0 75.075.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 73.0 70.3 68.2 66.7 65.6 64.5 60.0 75.0 75.0 75.0 74.6 68.3 63.3 59.3 56.1 53.5 51.4 49.8 47.9 62.0 75.0 75.0 75.0 I 69.6 63.6 1 58.9 1 55.1 52.0 49.5 47.4 45.8 43.9 6610 75.0 75. A6717 60.9 55.6 51.3 47.9 45.1 42.7 40.8 39. 368,0 75.0 71.57.2 52.1 48.1 44.8 42.139.9 38.1 36.5 34.6 72.0 74.0 63.50.7 46.2 42.5 39.537.1 35,033.3.984.0 52.2 45.35.6 32.4 29.7 27.6 25.8 24.3 23.1 22.0 20.5 NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO (2) BID WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1112" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MASONRY INSTALLATION USE TWO (2) 3116" ITW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE Al 114- MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL SIDE -BY -SIDE WINDOWS WITH A VERTICALLY CONTINUOUS MULL 5. READ WINDOW WIDTH AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TOPER 3065 FOR MORE MULLION SPECIFICATIONS, 0 PLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-404-6348 FX: 540-484-6683 Z m qnq Z v SHZQO . rn v J_ z V LL m oh Z 0Z¢ d W U, H n Z ^ d m LLi< V W m a m W T7C) N Tro 3= z 0 O nQ)ZNi v DWG #: PGW131 SHEET: 5 OF 5 Florida Building Code Online Page 1 of 1 Or* Product Approval USER: Public User Product Approval Menu > Product orApplication Search > Application List Search Criteria Refine Search Code Version 2014 FL# 12194 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other T'- a;- ALL JEaI c. ' nou. co FL# f. Y.............. Type Manufacturer Validated By Status FL12194- RS Revision Aluminum Coils, Inc. Category: Panel Walls Locke Bowden 334) 300-1800 Approved History Subcategory: Soffits one'.._.. '_ r,.mmiccinn if necessa rv. Approved by DBPR. Approvals by DBPR shall be reviewed and Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AVEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if theyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address ddeswcana dick be here e available to the public. To determine if you are a licensee under Chapter 455, s Product Approval Accepts: eChccf. M Credit• Safe 7e6urit4 nttrtics: httnq-// www.floridabui[ dinq.org/pr/pr—app—Lst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 lolida i:. X? i. Product Approval USER; Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer n Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden 2 Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R5 COI ALC15001 2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.pdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code httnc //www-fLoridabui(dinR.org./pr/pr_app_dtL.aspx?param=wGEVXQwtDquk... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/14/2017 Date Validated 06/14/2017 Date Pending FBC Approval 06/19/2017 Date Approved 08/08/2017 Date Revised 09/06/2017 Summary of Products FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Installation Instructions FL12194 R5 II ALC15001 2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL. DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes other: See Evaluation Report for limits of use. Evaluation Reports FL12194 RS AE ALC15001 2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee Fl, 32329 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copy Qht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: W ® M Credit• Safe Sec&it N.1t E-ifuc_ httns- //www.floridabuildinR.orR/pr/pr_app_dtt.aspx?param=wGEVXQwtDquk... 11 /29/2017 sor'P:I I-- TECHNICAL SERVICES, LL,C Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August27, 2015 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc_com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Kl[ty Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX 003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. So .flits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 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. Feld 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 theproject requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. PRODUCT DESCRIPTIONS 3IV F-Channel Preformed no 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.0194nch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 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 PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in pin.ft for the `full vent configuration and 11.1 in2/lin.ft and for the `center vent configuration. See Appendix D for dimension drawings. IC Fat VENT 16' CEMER VENT 78 cn 10 PANEL 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 1-1=14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the `full vent configuration and 4.2 in211in.ft for the `center vent configuration. See Appendix D for dimension drawings. AL015001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall nofrfy 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 51' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. E NS No 74021 STATE OF 44/' 4ORt.:N C? CERTIFICATION OF INDEPENDENCE t. u.. 2015.08.27 07:05:00 04'00' 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) APPENDIXA —Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALQ15001 FL12194-R3 Page 3 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 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 1710.9.4. 2. Refer to LIMITATIONS 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 SP'F (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 be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details areas follows: a. 12" T4 Soffit-12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Locatlon c. 16" Q4 Soffit-16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001 FL12194-R3 Page 1 of 7 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, L.L.0 d. 16" Q4 Soffit — 8-inch o.c. Fastener Location 1- Fastener Fastener . Location 11'l ALUMINUM COILS, INC Soffits Approved. -Sstem Numbersand.Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-Inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel ZjJA Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width Psfl Substrate F- Channel Attachment Substrate Panel Attachment Fascia Cap Attechmerit Max, One ( 1) min. 3/8-Inch head die. nail, One (1) min. 3/8 x 3/8-Inch One (1) min. 1 3/4-inch long x 0. 072-Inch dia. x min. 3/16- 12F- 1 16- inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40. 0 24- Inch O.C. O.C. spaced 36-inch o.c. Max. Three ( 3) min. 3/4-inch x 114-inch One (1) min 3/4-inch x 1/4-Inch One (1.) min, l 314-1'nch long x 0. 072-inch dia. x min. 1/4-inch 48 12F 2 164nch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch O.C. head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap Inch o.c. One ( 1) min 314-inch x 114-inch One (1) min. 1 314-inch long x 12F- 3 Max. Masonry One ( 1) 14 ga. 5/8-Inch long T nali Wood crown staple spaced 8-inch o.c. 0. 072-inch dia, x min. 1/4-Inch 48 16- Inch spaced 8-Inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 Inch o.c. ALC15001 FL12194-R3 2 of 7 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 TECHNICAi. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-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 screw spaced 16-inch o.c. Wood 1/4-Inch crown staple 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2 pattern spaced 24- connecting soffit to J-channel spaced 8-Inch o.c.. inch o.c, inch o.c. Approved Systems for 16-inch overhang with. F-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 114-inch crown x One (1)'min, 1.75=inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-Inch long T nail Wood 1-inch leg staples spaced max. D Inch Hfinishing diameter finishing nail with min. 3/16- t53.3 12-Inch spaced max. 8-Inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-Inch o.c. One (1) 18 ga, 114-inch crown x One (1) min. 1.75-Inch x Max. Three (3) 18 ga.1/4-Inch crown x 1- 1-inch leg staples spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-Inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-Inch o.c. panel lap inch head spaced 12-Inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-Inch x 318-inch One (1) min. 1 3/4-Inch long x 0.072 inch dia. x ruin. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3116-inch head dia. trim nail 25 6 inch o.c. o c spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-Inch One (1) min. 1 3/4-Inch long 16F-4 Max' Wood crown staples in diamond pattern Wood One (1) min 3/4-Inch x 1/4-Inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-Inch o.c. crown staple spaced 8-inch o.c, inch head dia, trip nail 36.1 spaced 48-inch o.c. ALC15001 FL12194-R3 3of7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch.crown x One (1) min. 1.75-Inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-Inch long T nail Wood 1-inoh leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 43.3 16-Inch spaced 8-inch o.c. Inch o.c. and securing each inch head spaced panel lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-Inch crown x 1- 1inch leg staples spaced 4- 0..072-inch diameter 16F-6 16-inch Wood Inch leg staples in diamond pattern Wood Inch o.c. and scouring each finishing nail with min. 3/16- 43.3 spaced 16-Inch o.c. panel lap Inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate J-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment 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 31. 5 16J-1L16-in,h wood crown staples in diamond pattern wood crown staple spaced 8-Inch o.c. min. 1/4-inch head die. trip 31.4 spaced 24-Inch o.c.. nail spaced 48-Inch o.c. ALC15001 FL12194-R3 4of7 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 TECHi1lICAL SERVICES, LLC• ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall 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.114-Inch Nominal 1x2 crown x 1-Inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga114- One ( 1) min. 1.75-Inch x Max. Inch crown x 1-inch rafter with one each panel lap Inch crown x1-.inch 0. 072-inch diameter 24F- 1 12- Inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801-90 diamond pattern Inch Inchx7dringOne (1) min. 1.75-Inch i o.c. 3116- 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. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One ( 1) min. 1.5- No.2.SYP 12=Inch o.c. securing One (1) 18 ga. Inch 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 801 24F- 2 12- Inch Wood smooth shank rafter with one Wood leg staples 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. 3/ 16-inch head spaced 16- inch o.c. inch ring shank x 0.072-Inch diameter 12-inch o.c. nail 24-Inch o.c. finishing nail with min. 3116- inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No. 2 SYP 12-Inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-Inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-Inch 0. 072-inch diameter 801 24F- 3 12- inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- spacedfinishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x.2.25- One (1) min. 1.75-inch inch 3/ 1.6-inch head spaced 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. ALGI5001 IFL12194-R3 Page 5 of 7 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. r .. CREEK TECHNICAL SERVICES, LLG ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-Inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) 18 ga.1/4-inch miNominal 1x2 crown x 1-inch leg Three (3) 18 ga.1/4- NSYP staples spaced 12- inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown. x 1-inch anchored to rafter with one each panel lap inch crown x 1-Inch 0.072-inch diameter 24F- 4 16- inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing Hall with min. 601-60 diamond pattern Inch x 7d ring One ( 1) min. 1.75-inch incho.c, and securing 3/16-Inch head spaced spaced 16- Inch o.c. shanknail x 0.072-Inch diameter each panel lap 16-Inch o.c. 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 staples spaced One (1)-min. 1.5- No.2 SYP 12-in.ch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Inch x 11 ga. anchored to each panel lap Inch crown x 1-Inch 0.072-Inch diameter 24F-5 Max. Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nall with min. 801-60 16-inch roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-Inch inch o.c. and securing 3/16-Inch head spaced 16-inch o. c. inch ring shank x 0.072-inch diameter each panel lap 16-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 Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min: 1.75-inch x One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-6 Max. Masonry inch long' T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 16-Inch spaced 8-Inch o.c. 1) 7d x 2.25- One (1) min. 1.75-Inch inch o.c, and securing 3/16-inch head spaced inch ring. shank x 0.072-inch diameter each panel lap 16-Inch c.c. nail 24-Inch o.c. finishing nail with min. 3116-Inch head spaced 4-inch o. c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes' throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERvICEs, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel 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) min. 226-Inch x 7d One (1) I ga.1/4-inch Nominal 1x2 ring shank nail crown x 1-inch leg No.2 SYP anchored to Three (3) 18 ga.1/4-Inch crown straight -nailed through the.rafter Into the end staples acedPP 12-inch o.c. securing One (1) 18 ga.''/s- One (1) min. 1,75-inch 24J-1 Max. rafter with one x 1-inch leg of the batten or two (2) each panel lap Wood Inch Brown x 1-inch x 0.072-inch diameter finishing nail with min. t60 12-inch 1) min. 2.25- staples in diamond min. 2.25-Inch x 7d one (.t) min. 1.75=inchOne leg staples spaced 3/16-Inch, head spaced Inch x.7d ring pattern spaced. l6- ring shank nails toe- nailed on either side of x diameter 8-inch o.c, 12-inch o.c. shank nall inch o.c. the batten at each finishing nail with min. 24-Inch o.c; batten/rafter 3/16-Inch-head spaced intersection. Max. 4-Inch o.c. rafter spacing is 24-Inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 2.25-Inch x7d One (1) 18 ga.1/4-inch Nominal 1x2 shank nail crown x 1-inch leg No. ring SYP Three (3) 18 straight -nailed through staples acedpP 12- e ch securing One (1) 18 ga. 1/4- One 1 min. 1.75-inch anchorednch anchored to ga.114-inch crown the rafter Into the end each panel lappa inch crown x 1-inch x 0.072-Inch diameter 24J_2 Max. rafter with one x 1-inch leg of the batten or two (2) Wood le staples aced9PP finishing nail with min. d:53.3 16-inch. 1) min. 2.25- staples in diamond min. 2.25-Inch x 7d One (1) min. 1.75-inch 8-Inch o.c. and 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- x 0.072-Inch diameter securing each. panel 16-Inch o,c, shank hall Inch o.c, nailed on either side of the batten at each finishing nail with min, lap 24-inch o.c. batten/rafter 3116-Inch head spaced Intersection. Max. 4-Inch o.c. ratter spacing is 24-Inch o.c. ALC15001 FL12194-R3 7of7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC. of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to .the APPROVED SysTEMs section of this report for additional Installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Min. 31B" head di.a. nail with min. 1,411 engagement(fbr wood substrate) or min.. 0-097" dia. T-nail or stub nail with min, '5/0" engagement(for concrete or block substrate), spaced as noted above.. ASCIA .SLIP BOARD FASCIA TRIM 12F-1 & I I I II F CHANNEL — SOFFIT OVERHANG WIDTH VARIES) 12F-3 Wood, Concrete or Dlo6k'Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4" PAINTED S.S. 1 3./4" TRIM NAIL MIN. 5 NAILS PER 12" PIECE SOFFIT & FASCIA DETAIL ALCI5001 FL12194-R3 Page 1 of 12 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 ate not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 3/9* VErWXV1 SOFFIT STAPLE OPEN RAFTER / STAPLE: DIAMOND PATTERN r DETAILCROWNSTAPLES' USING A DIAMOND-"—s/W I STAPLES / PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4" X 1/4" CROWN FACIA BOARD 8" 1'-3/4" TRIM NAIL STAPLE ON CENTER PAINTED S.S. 1-3/4" TRIM NAIL CHANNEL CAN BE PAINTED S.S. 4B" FASCIA CAP INSTALLED WITH THE O.C. NAILING FLANGE UP OR3/4" . X 1 /4" DOWN CROWN STAPLE SOFFIT -max•. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001 FL12194-R3 Page 2 of 12 This evaluation report Is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICI~S, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3/5• XT— SOFFIT STAPLE GIST TAPLE: DIAMOND D ETAI L. L PATTERN FACIA BOARD %\ _j V KTWEM„ i STAPLES i 3/4" X 1/4" CROWN STAPLE "24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4" X 1/4' CROWNFACIA S" y— CHANNEL BOARD 1-3/4" TRIM NAIL STAPLE ON CENTER J7RIMNMAILPscrewedt.o soffitPAfKTEDoneli) :118 x S.S. 48»with FASCIA CAP 1/2" x 3/8" head 0•C- diameter 3/4" X 1/4" screw, 16" o.a. CROWN STAPLE SOFFIT —max. 12-inch span SF WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALCI5001 FL12194-R3 Page 3 of 12 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 produot attributes that are not spedifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1'}" TRIM NAIL FASCIA BOARD PAINTED 5,5. FASCIA CAP SOFFIT OPEN RAFTER 1'4' CROWN STAPLE FASCIA BOARD 14 BA 5/V MAIL 1617-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA UPI REFER TO SOFFIT L FASCIA I'" CHANNEL--,-" HANNEL DETAIL SOFFIT; MAk 16" SPAN MASONRY' SUBSTRATE ALC15001 FL.12194-R3 Page 4 of 12 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 m No. Installation Detail Min. 3./8'" head di.a. nail. with min. IM" engagement'('for wood substrate) of min, 0.097" dia. T-nail or, stub nail wjth min. 5/811• engagament(f.or cpnorete or block sctp'etr:ate) ; 'spaeed as. noted above.. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I I I \—„ „ F CHANNEL Wood, cone- t-or Block. W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. t—PAINTED S.S, 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC S offits Appendix B AL015001 FL12194-R3 Page 5 of 12 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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix B System No. Installation Detail 3/0'sNCT"WEENr„`, SOFFITSTAPLEOPEN RAFTER X - DIAMOND. PATTERN 3/ a" 1/4' D ETAI IL CROWN STAPLES 1 USINGADIAMONDa/ e•rvm+ STAPLES / PATTERN FACIA BOARD FASCIA CAP 16 F-4 FACIA BOARD 1 3/ 4• X 1/4" CROWNJS.S. 8" STAPLEON CENTER 1- 3/4" TRIM NAIL P CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLED WITH THE O.C. NAILING FLANGE UP .OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT —. max.. 16-inch span WOOD SUBSTRATE SOFFIT SOFFIT & FASCIA DETAIL ALCI5001 FL12194-R3 Page 6 of 12 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 1 I" TRIM NAIL 11 FASCIA BOARD PAINTED 5,S. FASCIA CAP SOFFIT 1"4" CROWN STAPLE OPEN RAFTER FASCIA BOARD r'X" CROWN SOFFIT & FASCIASTAPLES USDIO.A DIAMI DETAIL PATTERN: REFER TO 1617-2 & SOFFIT STAPLE r/ 16F-6 DIAMOND PATTERN DETAIL ToSO CAP; REFER \ TO SOFFIT L FASCIA / 3, DETAIL 8 F" CHANNEL I 3/B' SOFFIT; MAX. 16" SPAN WOOD \ / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALCI5001 FL12194-R3 Page 7 of 12 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 riot specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC N'o. I Installation Detail 3/4" X 1/4" CROWN STAPLE "24" ON CENTER USING •A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER 3/8s `, SOFFIT STAPLE GIST I i ' DIAMOND PATTERN D ETAI L FACIA BOARD 1` ' acnruH% j L sTMLEs FASCIA CAP X 1/4" CROWN FACIA BOARD J STAPLE "8" ON CENTER 1-3/4JS.S. 1-3/4" TRIM NAIL PAINTEPAINTEDS.S. 48" FASCIA CAP O.C. CROWN STAPLE SOFFrr—max. lb -inch span. SOFF SOFFIT & FASCIA D ETAI L ALCI5001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of. Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes' throughout the, duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B SysterTi No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S-S. 1-xF" CROWN' FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO _-I"xi" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL i }" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & N 24F-4 1-XI" CROWN STAPLE -- FASCIA CAP; REFER TO SOFFIT RFASCIA / \ DETAIL 6" Nfters illb SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters wlf:h one 7d Ring Shank Nall at / 1WOODSUBSTRATE tvtry Rafter SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 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.SERV10ES,_ LLC ALUMINUM COILS, INC Soffits Appendix B S'ystern No. Installation Detail 1 } TRIM NAIL FASCIA BOARD PAINTED S.S. 14" SMOOTH SHANK FASCIA' CAP ROOF NAILS SOFFIT CROWN STAPLE 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 1"x," CROWN STAPLE FASCIA CAP: REFER TO SOFFIT 1. FASCIA DETAIL Nominal 1"x2" SYP Batten Anchored to SOFFIT: MAX. 24" F-CHANNEL Rafters with one Id Ring Shank. Nail at every Rafter ' WOOD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 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 d'u.ration 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. Installatlon Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i" T-HAILS,-FASCIA CAP SOFFITI 1"x}" CROWN STAPLE 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24 F-3 & 24F-6 1"xf' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT d FASCIA DETAILNominal1'x2" SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24" Rafters with an* Td Ring Shank Nail at every Rafter MASONRY ALC15001 FL12194-R3 Page11 of12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits ' Appendix B System No. Installation Detail 1 1" TRIM NAIL FASCIA BOARD PAINTED S.S. I'xi:' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERNr REFER TO CANTILEVERED' 1-x4' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA I I." TRIM NAIL DETAILPAINTEDS.S. 24J-1 & I'x}" CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL / Nominal 1" x 2" SYP battens DB scabbed between rafters and SOFFIT; MAX. 24" I I 318' J-CHANNEL secured with one (1) 7d ring I ' shank hall st'ralgh"alled through the raflerinto the end W000 SUBSTRATE or the batten or two (2) 7d \ — ring shank nails toe -palled on either side of the battern at the "— batlenfrafterintersec0on / SOFFIT STAPLE DIAMOND PATTERN ALCI5001 FL12194-R3 Page 12 of 12 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 DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, il, CII, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design .wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-fe or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis.. 6. Wind directionality factor, Kd = 0.85 7. V„ it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever Is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes,throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n Wind.`P,ressures1.forSoffits ini,Ex osurWB - Building Zone Mea,n' Roof Height Basic Wlnd S eed' m h 1.20 . 130 140 150: 160: 170 180 190 200 20 16.9 19.8 22.9 26.3 30..0 33.8 37.9 42.2 46.8 25 16.9 19:8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50..8 50 19.5 22.9 26.5 30:5 34.7 39.1 419 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32..0 36.4 41.1 46.0 51.3 56.8 Negative 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 Loads) 25 20:8 24.4 28.3 32.5 37.0 41.7 46.8 52:1 57.8 30 20..8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 1 30.7 1 35.3 40.1 1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37 6 42..8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 1 -56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2. 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30..0 30 10.8 12.7 14.7 16.919.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5, 26.4 29.4 32.5 50 12.5 14.7 17.0 1 19.5 22.2 25.1 28.1 31..3 34.7 Enclosed. 60 13..1 15.4 17.8 2.0.5 1 23.3 26.3 29.5 32.9 36.4 Positive 20 10.8 12.7 14.7 16.9 19-2 21.7 24.3 27.1 30.0 Loads) 25 10,8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 30 10.8 12.7 14.7 16.9 19:2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18,.3 20.8 23.5 26..4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 1 15.4 , 17.8 20.5 1 23.3 1 26.3 29.5 32.9 36.4 ALC15001 FL12194-R3 2of4 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 addfessed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n Wind Pressures foG Soffits in Ex osurwC Bwldings5. Type Zone Mean;,Basic`Wlnd Roof Height ft S' eed m h 120`.- 130 _ 140 150 . 160 ., ' . 170 980. 190•; 200 20 2.1.7 2.5.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 20 26.7 31 A 36.4 41.8 47.5 53.7 60.2 67.0 74.3 Loads) 5 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45:5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62..0 69.5 77.5 85.8 50 32.4 38-0 44.1 50,6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 9.3.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 1 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 1 T 7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 1.6.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19:7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed. 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 Loads) 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 1 17.7 20.6 23.6 26.9 1 30..3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.0 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALCIS001 FL12194-R3 3 of 4 This evaluation report Is provided .for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify. CREEK Technical Services, LLC of any product changes .or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n Wind'Pressures for Soffits wEx osure'D: Building ` Type Zone Mean Roof Height ft Basic Wihd`.S eed m ti 1.20 ,. 130 : 1.40 150. 160 :. 17.0 180 190 . 200 20 26-0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 727,0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49..6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 Loads) 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 4014 46.9 53.0 61.3 69.2 77.5 86.4 95.7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 1 81.5 90.9 100.7 50 37.7 44.3 51..4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69,2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7, 38.9 43.3 • 48.0 30 1 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22A 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive 20 16..7 19:5 22.7 26.0 29.6 33:4 37.5 41.7 46.3 Loads), 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 4343 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22'A 25.6 29.4 33.4 37.8 42..3 47.2 52.2 50 19.6 23..0 26.7 30.6 34.8 1 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 1 40.5 1 45.4 1 50.6 561 ALC15001 FL12194-R3 Page 4 of 4 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 speolficaliy addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" —F 3/8" J-Channel ALC15001 3/4" --+— 1/8" HEM T 7 3/4" 3/8" FL12194-R3 ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D Page 1 of 4 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 thei 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. Fascia CREEK TECHNICAL SERVICES, LLC 3%4" 7/81, 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 2 of 4 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 spebifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 25 TYP. 0.125 TYP. 18." BtANK 3 / 8 PROFILE lF1-i" d 00000 cocoa N 000ao 000000 00000 vnor t o wrrt r rrtrtN (pn t snu v1 LOUVERS FORMED IN SAME OIRECiION AS RIDS) ALUMINUM COILS, INC Sofflts Appendix D ALC15001 FL12194-R3 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G2O-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 12" T4 Soffit 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 1/8" Al 1P11 nl 1 I'll 2.625 REF. 25 TYP. 0.125 TYP. ALUMINUM COILS, INC Soffits Appendix D N a0000 000000• 0000a - WOE I O WRR PATTERN (Fill I, SLN F1 LOUVERS FORMED IN SAME DIREO110N AS RIBS) END OF R1=PORT ALC15001 FL12194-R3 Page 4 of 4 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 thee duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other prod uot attributes that are not specifically addressbd herein. Florida Building Code Online Page 1 of 1 s'r3"€. vP, ©fes an fey ....a Or* Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL r"e.rr Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure 5444 ALL ALL ALL ALL ALL ALL ALL JCaMl. rlCJu— FL# YY""""" Tvoe Manufacturer Validated By Status FL5444-Ril Revision CertainTeed Corporation -Roofing Category: Roofing John W. Knezevich, PE 954) 772-6224 Approved History Subcategory: Asphalt Shingles Approved by DBPR. Approvals by DBPR shall be revieweo ano raoneu by u.e F— Contact Us :: 2601 Blair Stone Road Tallahassee FL 32392 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmalltothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee underyh Chapter 455, F.S., please dick here . Product Approval Accepts: 0 ® 99 Credft Card Safe K curltyD(El'RlC'ti httDS://WWW.ftoridabuilding.org/pr/pr_app_Lst.aspx 11 /29/2017 Florida Building Code Online Page 1 of 2 3 ii, P,cr"i+`t`C ssr n fisegulatan _ aa4. Florda r_ r VVVV o-"' Product Approval r USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444-R11 Revision 2014 Approved u CertainTeed Corporation -Roofing 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Mark Harper mark.d.harner@saint-gobain.com Mark D. Harner 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C] Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 03/09/2020 John W. Knezevich, PE l Validation Checklist - Hardcopy Received FL5444 R11 COI 2017 01 COI Nieminen.Ddf Standard Year ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2O08 1.. —, fl—r;rinki i;1rlina nra/nr/nr ann dtLasox?param=wGEVXQwtDgta... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/06/2017 Date Validated 06/08/2017 Date Pending FBC Approval 06/09/2017 Date Approved 08/08/2017 Date Revised 09/07/2017 ry of Products FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated -and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions FL5444 Rll II 2017 06 FINAL ER CERTAINTEED AsphaltApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Shingle FL5444-Rll.pdf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R11 AE 2017 06 FINAL ER CERTAINTEED Asphalt Shingle FL5444-Rll.pdf Created by Independent Third Party: Yes Badc Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32322 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email addresss whichichan be made here. available to the public. To determine if you are a licensee under Chapter 55, Product Approval Accepts: Credft Card Safe securItymEfRics httnc• / lwww_flnridabuildinpa.ore/ Dr/ pr_app_dtL.aspx?param=wGEVXQwtDgta... 11 /29/2017 S 'q, y1fl ITRINITYIERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-R11 FL5444-R10 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be .in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59156, Florida DC4ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E on 12/08/2016. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QTRINITY1 ERD ROOFING SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and 5th Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (T.ST 1740) ASTM D3161 04CA32986 12/03/2004 UL(TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL(TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL(TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D3161 4797380357 11/09%2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 2 of 12 rPTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20T"", XTT"" 25, XT°" 30 and XTT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 ArcadiaTM, Belmontr"', Carriage House Shangle°, Grand Manor Shangleo, LandmarkT , LandmarkT' IR, LandmarkT"" Pro, Landmark" Premium, LandmarkTM' TL, Landmark" Solaris and Landmark' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGateT"' is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shaker', Presidential Shake' IR, Presidential Shake TLI and Presidential SolarisT" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatterasT, Highland Slater' and Highland SlateTM' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 PatriotT"' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle RidgeT° , Shadow Ridge', Cedar Crest—, Cedar Crestr IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V n = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vwd =150 mph (V„It =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidentiol Solaris") exceeds the calculated uplift force (FT) at a maximum design wind speed Of Va,d = 150 mph (V„I, = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate ofAuthorizution #19503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 I TRINITY I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance. with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 CT2OT", XTT" 25, XTTm 30, XTr' 301R: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" 1" (25 mm) — Sealant 1 " (25 mm) t 5 51s" (145 mm} l 1 5,1Z.,forplanmod METRIC f1 1311 25 mm) e lant 1" (25 mm6 T Figure 113: Dsefournaflsfor eueryfrdl shingle. Use four nails and six spots of asphaltroofing cement* for every full shingle ( Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type H is suggested. Roofing Cement Apply 1" (25 mm) spots of asphalt roofing cement under each lab corner. Figure 11-4: Umfour nails and six spots ofaspbalt cenmI on steep slopes CAMON: Excessive use of roofing cement can cause shingles to blister. 6. 4.1 Hip & Ridge for CT20TTM XTr" 25 XTT" 30, XT'" 30 IR: Cut Shingles 25 mm)— —{ (+2" ( 50 mm) I- Remove I tf if 12" Cap Gap Cap .305 inm) Shingle Shingle Shingle 1 Figure 11-24: Lilt tabs, then trim back to make cap shingles fmglisb dimensions sbomn). g0,. r i2 (305mm)' FAO ae v s awe 651a sh \ark Figure 11-25.' Installation of-ps along the hips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastico NP1 " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Certificate of Authorization 0503 FBC NON-I4VHZ EVALUATION Evaluation Report 3532.09.05-1111 FL5444- RIO Revision 11:12/08/Z016 Page 4 of 12 6.5 IOW AND STANDARD SLOPE Use SIX nails for every full shingle located as shown below. NaM Line Nail Nail Line r (25 MM) 1' (25 mm) Figure 2: Use six nails for eueiYfull shingle. R1NITY I ERD STEEP SLOPE Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shown beloie Apply asphalt roofing cement 1"(25 tnm) from edge of shingle. Asphalt roofing cement meeting ASTM D 4586 Type H is suggested. 1' ( 25 MM) 1' (25 RIM) -- Figure 3: Use sLv nails and four spots of asphalt roofing cement on steep slopes. 6. 5.1 Hip & Ridge for Arcadiall: Cedar Crest", Cedar CrestT IR Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum Y.- inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NPI " adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line 3/ to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or Pi nrihpcivp hetween the shingle lavers. mrn) 1L Hand - sealing adhesive 4° n Dab of asphalt cement between 1„ shinglelayersEvaluation Report 3532.09.05-1111 Exterior Research and Design, LLC. FBC NON-HVHZ EVALUATION FL5444R1 Certificate ofAuthorization t19503 Revision 11:12/08/2016 Page 5 of 12 6.6 LBELMONTT": Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below- 0 B 5fB' AdMonal na]s S ragoi J ` RINITY 1 ERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement*" for every full Belmont shingle- Apply asphalt roofing cement 1" (25mm) from edge of shingle - See below -Asphalt roofing cement meeting ASTNI D4586 Type II is suggested_ 1 V2' (3a nvrj nrlea SIT (16 M) 1' (25 mm7 --- Rooting C-M911 6.6.1 Hip & Ridge for Belmonta": 6.6.1.1 Option 1: Refer to instructions herein for Cedar CrestTM, Cedar Crest— IR hip and ridge shingles. 6.6.1.2 Option 2: Shangee° Ridge 12' Remove This Tape Figure 17-18: Sbangle Ridge. 18' Exposure Remove tape from the right side 1 and fastena, SECOND Fasten the left side 8518 RIGHT FIRST / LEFT Figure 17-19.171stallation of Sbangle© Ridge shingles on bips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic" NP1 "' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLG Evaluation Report 3532.09.05-Rll Certficate ofAuthorization #9503 FBC NON-HVHZ EVALUATION Revision Revision il: 12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLEm AND GRAND MANOR SHANGLE®: LOW AND STANDARD SLOPE Use five nails for every full Shangle. 25 mm) (25 mm) 516" 8 518" 16 mm) (220 mm) Figure I7-4. U.re fiLenails forevery jdl Grand dlanor S gle, carriage llouse Shangle, or Centennial Slate. TRINITY I ERD STEEP SLOPE use seven nails and three spots of asphalt roofing cement for every full Grand Manor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage house Shangle and Centennial Slate. Apply asphalt roofing cement 1" (25 mm) from edge of shingle Figure 17-5). Asphalt roofing cement meeting ASMI D45861jpe II is suggested. 38 mm) orless 1 mm) 220 1" 11 25 mm)T Rooting Cement Figure 17-5. When instafling Grand Manor Shangles on steep slopes, use seeen nails and three spots ofasphall roof"ngcement. Hip & Ridge for Carriage House Shangle° and Grand Manor Shangle: Refer to instructions herein for ShangleO Ridge hip and ridge shingles LANDMARKT", LANDMARKTm IR, LANDMARK TM PRO, LANDMARKT"' PREMIUM, LANDMARKTm TL, LANDMARKT" SOLARIS, LANDMARKT"° SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 17, H305 min)(375 mm)—(305 mm)-{ I- 1" (25 mm) Releas Tape 1" (25mm)) 11/z" Naila/2 Area u nutruucn M NorthGate: 131/ 2" 13" 131/i" 343 mm) + ( 330 mm)— ---(343 min)-{ I+1" ( 25 mm) 1" (25 mm) —1 Figure13-4: usefoto-uail.t forerep full shingleWIDE NNL6VG 12" 14314' 12' AREA J.-w-- ( 305 mm) —-1- (375 mm) —-I — (305 mm) einaxwe 1' (25min) I J I.ewerner7Ire I i Naing areas for low and standard *PH (from 2:12 to 21:14 Nat het*unupperSkmztPrasasshavnabove. Evaluation Report 3532. 09.05-Rll Exterior Research and Design, U.C. Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION F Revision 11: 1Z/ 09/2R12/OS/2016 Page7of 12 Qf( TRINITYIERD STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full LANDMARK TL laminated shingle. See belon'. Asphalt roofing cement should meet ASTAi D4586 Type II. Apply I" spots of asphalt roofing cement unde 13112" 13' 131/2'L each corner and at about 12" to 13" in from each edge. (343 mm) (330 mm) (343 mm) METRI( DIMENSIONS I— 12"—143/4" •---12" I 1„ 305 mm) (375 mm) (305 ( 25 mm) _ _ (25 mm) ice,-;tr-;:Y': r >=a_Y--:::a_r Roofing Cement 1„(25mm) 1"(25mm)-•j I Release Tape Nail Area Figure 13 3: Use six nails andfour spots of For Sleep 1„_ I !-•- —111aspbaltroq/ingcementOn steep slopes. 25 mm) I'---- (25 mm. Roofing Cement NorthGate: STEEP 12" 14-3/4" 12" SLOPE: ,—( 305 mm)— -,— (375 m(305 mmH MAILING Nailin mits AREA ) .- 1'(25 mm) between etr 1"(25 mm)— l naf ines. i 01 Ro ng Cement Nailing areas for steep slopes {greater than 21:12) and " Storm -Nailing" Nail between lower 2 nal lines as shown above. 6. 8.1 Hip & Ridge for Landmark'", Landmark'' IR Landmark'"" Pro Landmark' Premium Landmark'' TL Landmark'' Solaris Landmark-`' Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge`' or NothGate Accessory 12, 97/ g° 305mm) ( 250mm) 415/ 16' 415116" t; 6" (125mm) (125mm) 150mm) ( 150mm) t Notch for Notch for Centering Centering 12, 131/ 4° 305mm) ( 337mm} Notches forAlignmerdto 5 Notches for Alignment to 7 718' the Top Edge of the Previous the Top Edge of the Previous 180mm) 5m(196mm) Cap fors°(125mm)Exposure Co English Dimension Metric Dimension Shadow Ridge'' Shadow Ridge - Evaluation Report 3532.09.05-1111 Exterior Research and Design, U.C. Z EVALUATION FL5444-R10 FBC NON-HVH CertfcateofAuthorization #9503 Revision 11: 12/09/2016 Page 8 of 12 6.8.1.2 6.8.1.3 9 27= 3— —(250 run) - 15i1 E {125 rtm) Ctrtrri.% Notcl, fs,ta• r 337tttm) AJignth m r_at;hestotop 7518' cdo of {9 M rt) p»tious Cwty: NorthGate Ridge QTRINITY I ERD 131/8" 333 mm 6 5/8" --6 5/8' 168 mm)I 168 mm) Centering Notch 337 mm) Align these i 7 5/8' notches to top (194 mm) edge of previous course. . NorthGate Accessory 12' 30551m) Laying Notch Figure 13 20: Use Tayingnotches to center shingtea on hips and ridges, and to locate & correct ezposure. For ASTM D3161, Class F performance use BASF "Sonolastic0 NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest, Cedar Crest' IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1111 Certificate afAuthorization f19503 FBC NON-HVHZ EVALUATION FLS444 1110 Revision 11: 1Z/08/2016 Page 9 of 12 1 TRIN ( 1 ERD 6.9 PRESIDENTIAL SHAKE—, PRESIDENTIAL SHAKET"' IR, PRESIDENTIAL SHAKE TUm, PRESIDENTIAL SOLARISTM: LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing i• 40' ----"i Guide Lines (1016mm) 5114' — 133mm) . 141/4' 11/ 2' 38 mm) (362 mm) NOTE: Apply nails on painted guideline. Figure 16-6 Fasieningh.. esidential and Presidential TZ Shake shingles on kotaand standardslopes. STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1' above tab cutouts maldng certain tabs of overlying shingle cover nails V diameter asphalt roofing cement Figure 16- 7, FastgwngFresidentid and FraWentia ML Shake shingles on steep slopes. 6.9. 1 Hip & Ridge for Presidential Shake'', Presidential Shake'"' IR Presidential Shake TLT" Presidential Solaris7': 6. 9. 1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4, long or longer, so they penetrate either 3/ 4' into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL Is 12' x 12"; Portland, ORproduces 9718' x 131/4' accessory. 6. 9. 1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPiT"11 adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9. 1.3 Option 2: Refer to instructions herein for Cedar CrestT" , Cedar Crest— IR hip and ridge shingles. 6.10 1 HATTERASTm: LOW, STANDARD AND STEEP SLOPE: Figure 153: Fastening Halleras Shingles on Lou, and Standard Slopes For lowand standard slopes, use fire nails for each full Hattem shingle ac sbown abwt 1" 1" 25mm)- mm) Figure 15- 1. £ aatenrrrg AllterarShingtes mr Steep Slopes For steep slopes, use rwe muls and eight spots of asphalt roofmg cement for earls hdl Muteras shingle as A= alimr- Apple I- 25mm) diameter spots of roofing cement (ASrAt D 458611pc a suMeested) under each tab comer. Press shingle Into place; do not expose cement. cAuTION: Too much roofing cement can cause shingles io hfister. Exterior Research and Design, I.L.C. Evaluation Report 3532. 09.05-1111 Certificate of Authorization # 9503 FBC NON-HVHZ EVALUATION FL 5444-R10 Revision 11: 17/ 08/2016 Page 10 of 12 1/0 ti.t TRINIi'Y ERA 6.10.1 Hip & Ridge for Hatteras`"": 6.10.1.1 Option 1: Accessory for Hatteras Figure 1544.• 18 tbree-Piece units separate to make 54 Hatteras Accessory shingles 6.10.1.2 Option 2: Cut Hatteras Shingles 9.11 230 min) I Faster 81, - 1 _ 18" (460 I--- 1s° (203mm)I 460I min) + CaCapCa Shingle Shingle Shingle Shingle I12 m Figure 15-20.' Cut Hatteras shingles to make cove' cap. Figure 15 21.• butallation of caps along hips and ri 4?es: 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T1" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 6.11.1 HIGHLAND SLATE—, HIGHLAND SLATErm IR: LONE AND STANDARD SLOPE: MmikDaderawirm sixneds(Munm% in.Wisdowcwtw Mold as shmmI Figure? 113: Use MEnads for euay IFsgbland slate shingle. STEEP SLOPE: Use FIVE nails and EIGHT spots of asphalt rooftng cement' for each full Highland Slate shingle. For Miami Dade, SIX nails are required. Apply 1' diameter spots of asphalt roofing cement under each tab corner Asphalt roofing cementmeeting ASTM D4586 Type If is suggested. 6E 0.deMqi- sm, mds(hronob ins6Ged overreder clod. she m} Figure 113A UseFlfB nails and eiglit spots ofaspbalt rrojingcenmnt under each tab corner. CAUTION; Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for Highland Slater" Highland Slater' IR: Refer to instructions herein for Cedar Crest', Cedar Crest' IR or Shangle Ridge' hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle located as shown below last i ; 1 ` (25 mm) l 1 1' (25 mn}+ 61 156 mm) Ti— t TRINITY I ERD STEEP SLOPE Use POUR nails and four spots of asphalt roofing cement for every full shingle as shown below. Asphalt roofing cement meeting,"00 D4586 Type U is suggested. Apply 1'(35 mm) spots of asphalt roofing cement as shown. CAUTION: Excessive use of roofing cement can cause shingles to blister. o-UB' I t nmQ I•__ JAonllep C[m[nIJ 1-) r im) 6.12.1 Hp & Ridge for PatriotT : Refer to instructions herein for Cedar Crest—, Cedar Crest— IR, Shadow RidgeT", NorthGate or Shangle RidgeT hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate of Authorization9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 12 of 12 Florida Building Code Online Page 1 of 1 111Bri' Pti Florida Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 FL# Application Type ALL Product Manufacturer Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure 15216 ALL ALL ALL ALL ALL ALL ALL bearcn rcesurus FL# r.NN Tvoe Manufacturer Validated By Status FL15216-R2 Revision InterWrap, Inc. John W. Knezevich, PE Approved Category: Roofing 954) 772-6224 History Subcategory: Underlayments u,,, onr Aga rh. r„mmiccinn if necessarv. Approved by DBPR. Approvals by DBPR shall be reviewed and 2tifed Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided maybe used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can beclick made available to the public. To determine if you are a licensee under here Product Approval Accepts: M Credit Card Safe 11 /29/2017 httns-/ lwww.ftoridabui[ding.org/pr/"pr_app_Lst.aspx Florida Building Code Online Page 1 of 2 s z Say BCIS Home f Log In User Registration ItHot Topics j Submit Surcharge Stats & Facts ; Publications ; FBC Staff BCIS Site Map i Links ! Search Florida Product Approval USER: Public User t_ Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15216-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2018 Validated By John W. Knezevich, PE C. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code F.15216 R2 COI 201S 01 COI Nieminen.odf 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 C• / /%AAAfw flrnririahiiilding.org/or/Dr app dtl.aspx?param=wGEVXQwtDgv3... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Date Revised 10/10/2017 Summary of Products FL # Model, Number or Name Description 15216.1 Rh,nn Roof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Installation Instructions FL15216 R2 II 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.Ddf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.odf Created by Independent Third Party: Yes Badc Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Departrnent with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please dick here . Product Approval Accepts: Credit Card Safe httns• / /www_flnridabuilding.org/er/Dr aDD dtl.aspx?param=wGEVXQwtDgv3... 11 /29/2017 r-10 TRINITYERD FVAI NATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinityi ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/27/2015. This does not serve as an electronically signed document Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityiERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITYJ ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3,T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TSf1509) Physical Properties 100539395COQ 006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS(TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate or Simulated SlateShinglesg RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, I.L.C. Evaluation Report 140510.02.12-R2 Certificate of Authorization ##9503 FL15216-112 Revision 2: 04/27/2015 Page 2 of 3 r, P_ TRINITY ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris priorto application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/orthe use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in orderto properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 OA requirements. 9. QUAUTYAssURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Evaluation Report 140510.02.12-R2 Exterior Research and Design, LLC. FL15216-R2 Certificate of Authorization #.f9503 Revision 2: 04/27/2015 Page 3 of 3 Florida Building Code Online Page 1 of 1 Fl,CNIOA C®AFiMCM OF Lv Ybs Cam. 3 F , _ _s a • f / `. `} l.s.Qt l i' • salon aI Re ulation . Business & Profe „ . g - - Florida Product ApprovalroUSER: Public User u:ch tiGr•. Product Approval Menu > Product or Aooliution Search > Application List Refine Search Search Criteria Code Version 2014 FL# 16568 ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description ALL ALL Approved for use in HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure ALL Other All Search Results FL# A Tvoe lications Manufacturer Validated By t us FL16568- Revision MILLENNIUM METALS INC. Steven M. Urich, PE Approved RI Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the 717) 317-8454 History Roofing System tee r•..mm,nt,,,, if ncre«arv. Approved by DBPK. APProvaE py uorn wott Contact Us :: 7601 Blair Stone Road Tallahassee 32 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement ;: Accessibility Statement :; Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmalltothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public To determine If you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: RE ON MAN EChici. Credit Card Safe ri_.-iJ_L...I.J:.... r.rrl/mr/mr ann ict acny 11/30/2017 Florida Building Code Online Page 1 of 2 Business Professronarl egulatron t_ 5 -=- BCIS Home Lg In Us,!, Registration H.tTopics Submit Surcharge Stabs & Facts Publications FBC Staff BCIS Sit' M-P 11 1-inks Search Florida Product Approval i; r 0USER: Public user C rsTYZai Product Approval Menu > Product or Application Search Aoolication List > Application Detail FL # FL16568-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904)358-8366 tonyac@mm!2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer SZ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code F1.16568 R1 COI CertOfIndeo.odf 1709.2 1 .1 r L._ 1_— .... — a4-i 11 /10/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 03/02/2015 03/02/201S 03/05/2015 04/15/2015 FL # Model, Number or Name Description 16568.1 MMI-2" Off Ridge Vent Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Limits of Use Approved for use in HVHZ: No Installation Instructions FL16568 R1 II 01 MMI-2 OffRidaeVent-ASTME330- Steel EVALREPORT.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: +N/A/-75 other: Refer to evaluation report for conditions and 31242 Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports Instructions as a supplemental guide. FL16568 RI AE 01 MMI-2 OffRidoeVent-ASTME330- Steel EVALREPORT.Ddf Created by Independent Third Party: Yes 16568.2 MMI-2B Off Ridge Vent Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Limits of Use Approved for use in HVHZ: No Installation Instructions F1 16568 R1 II 02 MMI-2B OffRidaeVent-TAS Approved for use outside HVHZ: Yes 100 EVALREPORT.odf Impact Resistant: N/A Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. Design Pressure: N/A Other: Refer to evaluation report for conditions and 31242 Created by Independent Third Party: Yes limitations of use. Refer to manufacturer's installation Evaluation Reports instructions as a supplemental guide. FI-16568 R1 AE 02 MMI-2B OffRidoeVent-TAS 100 EVALREPORT.Ddf Created by Independent Third Party: Yes Back Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-201a State of Florida :: Privacy Statement :: Accessibility , Statement :: RRefund Statement Under Florida law, email addresses are publicrecords. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please clirk here . . Product Approval Accepts: R Credk Card Safe 7n/7n.1-7 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation To prepare roof for installation it will be necessary to determine how many and what type of vents will be needed for the project. Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of 6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. ENIPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the body of the vent. Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be thick and should extend 2" onto the underlayment The lower portion of the vent should already have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the vent All nail areas should be covered with cement B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent Installation Chart Leneth Net Free Area (so in) Cut Out Size 4' 115 46" x 2-1/2" 6' 175 70" x 2-1/2" 8' 235 94" x 2-1/2" 10, 295 118" x 2-1/2" C. Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent. Care should be taken to see it is flush with front flange of vent Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" on center. The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the comers of the vent Nail must be ASTM F1667 compliant in accordance with Florida Building Code Section 15. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum Aluminum available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 gauge (.0179 min) ASTM A-755 Ptd Steel Commercial Steel Type B Ptd Aluminum (.025 min) ASTM B-209 Wundium is only mailable viai ddacbable baffle due to Florida ProduclApprovd Page 1 er nqCBUCKEngineI CBUCK, Inc. Certificate of Authorization #8064 Spe=1atty Structural Enc;InPerinq Evaluation Report MMI-213" Off Ridge Vent with Detachable Baffle Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.2 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: MMI-2B" Off Ridge Vent with Detachable Baffle Steel or Aluminum Wood Deck , Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 15-104-MMI-2B-ORV-ER_14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1-7 I- Boo No31242 0 STATE OF LORID S (D N AL` DlgitallySgneil by: JMCS L Buckner. Y.E. 2015.03.0210:57:51-05'00' CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Ds,,,.,o• rr.91.149i-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 16568.1 R1 Date: 2 / 26 / 15 C IJCK . ng1r r1nq Page'' age Report iVo . 2 of 7 ' MM-26-ORV-ER_14 Sppclalty Structural i`nQ1r*,er1nq Manufacturer: Millennium Metals, Inc. CBUCK, Inc. Certificate of Authorization #8064 Product Name: 11MMI-2B" off Ridge Vent with Detachable Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-213" Off Ridge Vent with Detachable Baffle Description: Steel or Aluminum off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater FL #: FL 16568.1 R1 Date: 2 / 26 / 15 BB Report, No.: 15-104-MM-26-ORV-E.R_14. c®®L UCK Engineer in Page 3 of 7 Sppcialfy =dnq. cBUCK, Inc. Certificate of Authorization #8064 Sf L ctu idl Engine Performance Standards: The following ode protocols odwu espnot addressed spedto cificallyftally in the codenstratee with the intent of the p TAS-100(A)-95 - Wind and Wind Driven Rain Resistance and/or Increased Windspeed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System installed at the Ridge Area. Code compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida, Product Approval Rule 61G20-3.001. Limitations and Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida BuildingCommissionisoutsidethescopeofthisevaluationandwillbethe responsibility of others. This product has been evaluated to a maximum height of 33 feet. This product shall not be installed on roof slopes less than 2 : 12. Refer to applicable building code for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code -and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Repo C:E3UC.K engineering Page rt No.: 4 of 7 MM-2B ORV-ER_14 5pe jaffiy Sf'rC.}Cj'Ufai Engineering CB UCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: "MMI-213" Off Ridge Vent with Detachable Baffle by Manufacturer):. Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Material Type2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-1-114 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Width: Height: Lengths: Fastener(s): Base Fastener: Purpose: Type: Size : Corrosion Resistance: Standard: 24" 4-1/2" 2',4',6',8'and10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 X 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report, ciCE3UCKEnimrle Page No : 5 of7-MM- 2B-ORV-ER_14 Speddlfiy CBUCK, Inc. Certificate of Authorization #8064 StfL 1C- al EngineQrin4 installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Slide baffle onto lower roof vent flange and secure with nails or screws spaced 4" o.c. Attach vent top and side flanges to deck with nails or screws spaced 4" o.c. and 1- 1/2" from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2B Off Ridge Vent with Detachable Baffle" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1.- TAS 100(A)-95 Test Architectural Testing, Inc-(FBC Organization #TST ID: 1527) Report #: D0249.01-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID:1824) Millennium Metals Licensee # 423 3. Certification of Independence Bylames L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 . Report No,: 6 f 7 MM-26-ORV-ER_14 engineering Page Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. 11MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck Profile Drawings 5-1/2" 12„ 4 112" T 3" 3" Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Vent Higher Slope Back) Typical. Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Detachable Baffle Two piece system that slides plywood Deck into lower flange of vent and secured with fasteners Lower Slope spaced 4" o.c. .(Front) Typical Side View (Not To Scale) FL#: FL 16568.1 R1 Date: 2 / 26 / 15 1 da0 .Page Report NO.: %50f 7 MM-26-ORV-ER_14 ' Specldlfiy Strucfiurdl Englneerin9 CBUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 1 11Z' O.C. I 4" o.c. 4" o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base Flange OR 10 min. Mod Screws Top Plan View (Not To Scale) Typical Fastening Pattern) f — \ ' Y \v Nominal Lengths ;- 4 Ft. P 6 Ft ors / /x •, 8 Ft. rl 0jFt Detachable Baffle Two piece system that slides into lower flange of vent and secured with fasteners spaced 4' o.c. Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) s M ETAL,c;, 1 i 11 G . 10200 Eastport Road Jacksonville, Fl 32218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation To prepare roof for installation it will be necessary to determine how many and what type of vents will be needed for the project. Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of 6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. EYIPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent This typically includes nails that are to be 3" within the body of the vent Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be thick and should extend 2" onto the underlayment The lower portion of the vent should already have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cementShinglesshouldbeinstalledonthebackandsideflangesoftheventAllnailareasshouldbecoveredwith cement B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-V2" from the roof to the top of the vent The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent Installation Chart Len h Net Free Area (sg inl Cut Out Size 4' 115 46" x 2-1/2" 6' 175 70" x 2-1/2" 81 235 ' 94" x 2-1/2" 10, 295 118" x 2-1/2" C. Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent. Care should be taken to see it is flush with front flange of vent Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" on center. The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the corners of the vent Nail must beASTMF1667 compliant in accordance with FloridaBuildingCode Section 15. Millennium Metals manufactires off ridge vents in the following gauges of steel & aluminum Aluminum available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter, 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel - 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 gauge (.0179 min ASTM A-755 Ptd Steel Commercial Steel Type B Ptd Aluminum (.025 min) ASTM B-209 ILM111mt is only mWiable vkh ddaabable baffle tltte to Florida Pro&tdAppronaL Page 1 Florida Building Code Online Page 1 of 1 A-'"4t:'• f -tvr S"rr v T-ra' ate. ) _ zr .u'Ai?'x f + BCIS-Home ; Log In User Registration i Hot Topics Submit Surcharge ; Stats & Facts Publications , FBC Staff ,F BCIS Site Map Links I Search tor J Product Approval r: USER: Public User r Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 17867 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Search Results Applications By StatusManufactureValidated fFTypeNew Lott's Concrete Products Thuy H Huynh 813) 645-0166 Approved Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Commission if necessary. Hppl uvcu uy vur n• YY ••- , __. .. - _ _ Contact Us :: 2601 Blair Stone Road,.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with anChapterail addressdrF5which can be click hereee available to the public To determine if you are a licensee under Product Approval Accepts: eCticc Ctedit = • Safe r ,. __ , .._.. CI 1.1.,r;lri;r,n nrn/nr/nr ann Isfi_aSDX 11/29/2017 Florida Building Code Online Page 1 of 2 L s ' 3. i`• {• "2 "}.Yt'}. 4 "'.T2 w.+_'e,-yt r dx+, yr -r. -. .._. 7^`L „Y, ''"-.'^y' F' - r .rr xd.• 1 j .Y ' 11 _ BCIS Home Log In User Registration Hot Topic ; Submit Surcharge Stats & Facts I Publications FBC Staff ; BCIS Site Map ; Links Search lontla Product Approval USER: Public User Product Approval Menu > Product or Application Search > Aoolication List > Application Detail FL # FL17867-RO Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Lott's Concrete Products Address/Phone/Email P.O. Box 77125 Winter Garden, FL 34777 407) 656-2112 precast98@aol.com Authorized Signature John Hoy jhoy@florida-engineer.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John Hoy the Evaluation Report Florida License PE-55312 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 11/O1/2023 Validated By Thuy H Huynh 2 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL17867 RO COI Letter of Independence pdf Standard Year ACI318 2011 ACI 530 2011 ASTM A416 2006 ASTM A615 2009 https://www.ftoridabui[ding.org/pr/pr_app_dtt.aspx?param=wGEVXQwtDgt2... 11 /29/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 07/03/2015 Date Validated 07/03/2015 Date Pending FBC Approval 07/09/2015 Date Approved 08/20/2015 Date Revised 10/14/2017 Summary of Products FL # Model, Number or Name Description 17867.1 Lintel 8" Precast / Prestressed Lintels Limits of Use Installation Instructions Approved for use in HVHZ: No FL17867 RO II Installation Instructions.odf Approved for use outside HVHZ: Yes Verified By: John Hoy PE 55312 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL17867 RO AE Bin Lintel Load Tables.odf FL17867 RO AE Letter of Evaluation.odf FL17867 RO AE Quality Control Manual.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Kh nnwsl Credit d Safe secur11C:116TRIC5 https://www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2... 11 /29/2017 July 2, 2015 LOTT'S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS Preparation 1. Remove any laitance, loose aggregate, and anything that could prevent mortar from bonding with the precast lintel. 2. Remove any loose material from the grout spaces that is deleterious to masonry grout. Erection 1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in bearing for unfilled lintels. 2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in length. All shoring is the responsibility of the general contractor. 3. Construct all concrete masonry above the precast lintel in accordance with ACI 530. Reinforcement Placement 1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the construction documents. 2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the lintel) as indicated on the construction documents. Provide minimum concrete coverage in accordance with ACI 315 and secure reinforcement to prevent movement during the grouting process. 3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the construction documents. Grout Placement 1. Place concrete masonry grout in accordance with ACI 530. Florida Engineering Solutions, Jnc. — CA No. 26300 —(Mail): PO Box 1238 (Physical): 1262u Uuney az. — ,)te _i uo San Antonio, FL 33576 — Ph: 352 / 588 — 5311 Fx: 352 1588 — 5411 Web: www.florida-engiheer.com CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 (-Aa C Documented Construction Value: $ Job Address: f v L+ Historic District: Yes No Parcel ID: Residential ^'Commercial Type of Work: New Addition Alteration Repair Demo Changeof Use Move Description of Work: Plumbing- New Residential Construction Plan Review Contact Person: Khrissy or Jamie Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: 'info_@,11a0i-orlando.com Property Owner Information Name( Phone: Street: Resident of property? : n C City, State Zip:, Contractor Information Name Advantage Plumbing; Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-CO57881 Arch itect/EngInee r Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: — Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 4 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as 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/Ageat Date Prim Owner/Agent's Name Signature ofNotery-State of Florida N :., Date OwnerlAgent is Personally Known to Me or Produced ID Type of ID r Signature of CwtractodAgent pan A. Thomas Smith Print Comraclor/Agent's Name aaa 1IIn8 rc o oterv-3tate of Flrnida r-f. NOTARY PUBLIC x ' STATE OF FLORIDA Corm9F GG136W9 Expires 8/21/2021 Contractor%Agent is X personally Known to Me or Produced ID Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type:__,__ _ Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes [] No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: _ _.. UTILITIES: WASTEWATER. ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: Jima 30, 2015 Permit Application CITY OF SANFORD BUILDING &= FIRE. I REiVENTION PERMIT APPLICATION s, t Application No: O&N Documented Construction Value: $ F`` Job Address:_; - __ ©Nor Historic Disrlct: Yes Parcel ID: Residentia Commercial Type of Work: Newo_Addition Alteration Repair Demo Chaage of Use 4 Above- rl Description of World Plan Review Contact Person: Phone: Name Street: City, State Zip: Name Street: 'Z:X City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Title: Email: Property Owner Information Phone: Resident of property? Contradfor Information Phone:,:. rJg 5 - 3oc l Fax:-..J State License No.: O Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2614) Florida Building Codc It Revised: Jun-c 30, 2015 -Yci,mitADbk—dGon' A 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 ithe 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 Ar,MA."VIT: I certify that all of the foregoing information is be done in compliance with all applicable -,laws regulati.ng,construction and Signature of Owner/Agent Date Si"'" ieofContrabtor%Arent Print Owner/Agent's Name Signature_ of Notary -State of Florida Date Signatureork ry-StatcorFlo,' CHERYL D AKERS c MY C MMISSION,#°FF_-99W EXPIRES June.05, 2"020 t407") 9"153 F1°riel tNollry o Ge:cam' Owner/Agent is Personally Known to Me. or Contractor/Agent's;Personalh Produced ID Type of ID Produced ID Type of ID _ BELOW IS FOR OFFICE USE ONLY work will to Me or Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application STATEWIDE ZDEL-AIR State Cert CAC032448 1-888-831-2665 HEATING - AIR CONDITIONING SAWGRASS OPT POOL BATH SHOWER 3.5 / 2.0 15.0 5 9,373.00 SAWGRASS OPT STUDY 3.5 / 2.0 15.0 4 9,332.00 SEAGATE VERSION IIL,_, 3.0 15.0 3 4;M.01) SEAGATE VERSION III OPT BATH 2 3.0 15.0 4 I¢ 5,139.00 SEAGATE VERSION III OPT BONUS 3.5 15.0 3 6,530.00 SEAGATE VERSION III OPT BONUS BATH 3.5 15.0 4 6,592.00 SEAGATE VERSION III OPT BONUS BDRM 3.5 15.0 4 6702.00 SEASIDE 4.0 15.0 4 5,779.00 SEASIDE OPT OFFICE 4.0 15.0 4 5,926.00 SEASIDE OPT POWDER 4.0 15.0 5 5 901.00 SUMIVIERLAND,. v ., 3a5 : 15r06 n4 am 5,74'7 O(1 SUMMERLAND OPT BATH 2 3.5 15.0 5 5,896.00 SUMMERLAND OPT BDRM 5 3.5 15.0 5 f>,0.1.9.00 NOTE: PRICING BASED ON NEW CODE. THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE. Pricing valid for (6) months JOB NAME: Standard Series - Revised Page 3 of 4 Equipment to be GOODMAN 15 SEER Heat Pump Pricing includes bath duct with standard bath fans, (1) dryer vent box, (1) dryer venting through roof, programmable thermostat (TH6320U1000DAG), and a 2nd year warranty. plans with asterisk also have 2-zone damper systems. Add Price for Breakered Heat Strips, Add $35.00 for each unit. Option Price to Add 7" Range Vent, Add $150.00 each. Add Price for Combustion Air for Gas Dryers, Add $90.00 per dryer. For any interior kitchen hood that has a fan greater than 400cfm - Please add $ 475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1000cfm - Please add $ 875.00 for a Broan MD8TU and MD65. For any interior kitchen hood that has a fan greater than 1500cfm - Special provisions must be made. Add $235.00 for increased range vent size if any makeup air is necessary. DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. Cust Initials 11 d; .;33.U001, El CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No • Documented Construction Value: S L Job Address r- 1 — Mli I Us L_J JVO " Parcel ID: ; Residential CommercialElTypeofWork: New Addition Alteration Repair Demo. Change of Use Move Description of Work:`' Plan Review Contact Person: Phone Name Street: City, State Zip:( Name Street: City, S Name: Street: City, St, Zip: Bonding Company: Address: Title: Fax: Email: Property Owner Information Phone: L.. LY Resident of property? i irmation Phone: y "! 1~I jr% ` I ' 1) Fax:l 7` State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current 1CC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 foregoingbedoneincompliance information is accurate and that all work willwithallapplicablelawsregulatingconstructionandzoning. Signature of owner/Agent Print Owner/Agent's Namc Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 1 -z--gJgnatureofContractor/Agent Date PnnContractor/Agent's Name o1L. rT .C1 3 j r 1lSignature of Notary -State of Florida Date 2et;;:. P&Bi PAMELA S TERNUS Commission Il GG'110622 Expires Au t),2021 C8Ii4actor Vf{q'onally Known to Me or Produced ID Type of ID BELOW N FOR OEF'ICE USE ONLY Permits Required: Building[] Electrical[_] Mechanical Plumbing[ GasEJ Roof ConstructionType: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories:_ New Construction: Electric - # of Amps pPlumbing - # of Fixtures Fire Sprinkler Permit: Yes [J No n # of Heads Fire Alarm Permit: Yes El No APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 85DESCRIPTION AS FURNISHED: Lot 85, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Kelly Rose Farrell and Mike Farrell; First International Title, Inc; Westcor Land Title Insurance Company; FBC Mortgage, LLC, ISAOA/ATIMA L6p LOT 86 LOT 76 LOT 77 o°s. ; N 00019,09" W °6 40.00' REC. 112" I.R. REC. 112" I.R. M1 NO I.D. # 4671 38.47' LOT 85 35.47' 3.O'x3'0' AC PAD 8.2' CONC. 5.00' 5.00' W W lj O O p a O O v' TWO STORY N RESIDENCE F.F.= 30.57' n 8.7' 5.00' COV'D. o CONC. 8.7' n5.00' 21.3' 5.00' BRICK 15.7' WALK BRICK 25.20 DR, 5.20' SET 1/2" I.R 4596 OFF 10' UTIL. ESMT 5' CONC. WALK B.B.) N 00°19'09" W 40, 00' LOT 84 P.C. OF OFF ti o LOT 82 182.92' JIr--- - - - - - ID REC. 112" I.R. NO I.D. CRA IrLEY -D0IrN LOOP 50' PRIVATE R/W PROPOSED = FINSHED SPOT GRADE ELEVATIONS FRONT = 25' PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' - r/ = PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 2,1 12t SQUARE FEET OR 44.0% SIDE = 5' FOR 40' LOTS LOT GRADING TYPE " A '" SIDE 7.5'ORLOT60' LOTS F Q° 5 LNINGONTAINSAREACONTAINS 1,548fE SQUARE FEET SIDE 10' FOFEET 75' LOTS PROPOSED FINISH FLOOR PER PLANS 30.7' Q CONC/LANAI/PORCH CONTAINS 564t SQUARE FEET SIDE STREET = 25' CRUSEiVH TYETR-SCOTT ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX 407 -658- 1436 P PLAT P.O,L. POINT ON LINE NOTES F = FIELD TYP. = TYPICAL IP. = IRON PIPE P.R.C. POINT OF REVERSE CURVATURE I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF I. R. IRON ROD P.L.C. PDINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYOORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C. M. = CONCRETE MONUMENT RAD. RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. SET I.R. = 1/2' I.R. •/#LB 4596 NR. NON -RADIAL 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS REC. - RECOVERED VP. WITNESS POINT P. O.B. = POINT OF BEGINNING CALL. CALCULATED PR K PERMANENT REFERENCE MONUMENT OR EASEMENTS THAT AFFECT THIS PROPERTY 4. NO UNDERGROUND IMPROVF.MEy1TSHAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. P.O.C. POINT OF COMMENCEMENT Q CENTERLINE FF. FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. N& D NAIL & DISK B.S.L. BUILDING SETBACK LINE 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/ W =RIGHT-OF-WAY B.M. =BENCHMARK D. B. BASE BEARING 7. BEARINGS, ARE B4SED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (8.8.) ESMT. EASEMENT 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF I929, UNLESS OTHERWISE NOTED. DRAIN, • DRAINAGE UTIL. = UTILITY CIL TE = CHAIN LINK FENCE 9. CERTIRCATE OF AUTHORIZATION No, 4596, W. FC. = WOOD FENCE SCALE I---- 1 • 2O DRAWN BY: MLT C/ B = CONCRETE BLOCK P, C POINT OF CURVATURE DATE ORDER No. P. T. = PONT OF TANGENCY CERTIFIED BY: DESC. DESCRIPTION P RADIUS PLOT PLAN 1 1-17-2017 5064- 17 L = ARC LENGTH FORMBOARD FOUNDATION/ELEVS. 04-05-18 2151- 18 D = DELTA E = CHORD C. . = CHORD BEARING NORTH FINAL/ ELEVS. 07-06-18 4080- 18 THIS BUILDING/PROPERTY DOES NOT UE WITHIN --- ---- - ---- -vv --- -- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' TO X. RUSENM JAM SCOTT LS` 4801 ZONE " X" MAP rY 12117CO09OF (09-28-07)