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Home My WebLink About3792 Crawley Down Lp- 17-1577; NEW SFHCOUNTY OF SEMINOLE / IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 DATE: June 18, 2018 44 3 BUILDING APPLICATION #: 18-10000545 BUILDING PERMIT NUMBER: 18-10000545 UNIT ADDRESS: CRAWLEY DOWN LOOP 3792 17-20.31.5VC-0000-0920 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: 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: 3792 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family SCHQOLS Housing 54.00 1.000 dwl unit 54.00 CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407.665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE n ` C 1q, 1 0 NJ THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 f?,p1-_3nA W,0-1 t SD r) NOTICE OF COMMENCEMENT Permit Number: 18-1577 Parcel ID Number. 17-20-31-5VC-0000-0920 GRANT PIALOY SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER SK 9155 Po 1811 Qfts) CLERK'S r 2018070144 RECORDED ! 6/19/2018 02 e 49 e 13 Pi1 RECUIti:ING FEES 41171.00 RECORDED BY hdevore 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 # 92 of Kensington Reserve 3792 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 Address: 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 Address: Amount of Bond: S. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe 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 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Aj Signalifte of owner or Lessee, or Owners or Lessee's Audwrized OMcer/Director/Partner/Maneger) state of Florida county of Orange The foregoing Instrument was acknowledged before me this by Dayna Whitson Name of person making statement who has produced Identification 0 type of Identification produced: g1AlC1f EIOM IUD W COMMA p !iM5012 SXPMES October 06, 2019 orr Dayna Whitson Assistant Secretary Print Name and Provide Signatorye Tide/Ofte) REQUEST FOR TUG & PREPOWER-AGREEMENT 4 ALL RESIDENTIAL PROPERTIES Date: Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Project Name: Kensington Reserve C Project Address: Z 1r.M 1 1 04 D 6L&Y) n-p Building Permit #:_I - , J - 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 Owne /Ten Signature of er/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Lattanzi - Ryan Homes Print Nam en. Co tra Signature of Gen. Contractor CBC1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature of El. Contractor EC0003096 El. Contractor License # CALLED INTO: o Progress Energy o Florida Power and Light on Rev. 02/10/15) 1l 11 \i l I.;•7 f 4- CITY OF SANFORD M1AR 19 2f BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 — 1 5 - -7 Documented Construction Value: S IPA-< 532 !220. `'0 Job Address: 3792 Crawley Down Loop Historic District: Yes NoEA Parcel ID: 17-20-31-5VC-0000-0920 Residential X Commercial Type of Work: NewEA 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 ArchitecVEngineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: Address: N/ A Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 3/22/2018 3/22/2018 Signature wn /Agent Date Signat ractor/Agent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name 3/22/2018 3/22/2018 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date o,, Vky PUB, MEAGAN LYNNE FOWLER 1'So vuet MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 ro * MY COMMISSION # GG 063253 P EXPIRES: January 17.2021 m M o. EXPIRES. January 17.2021 OF f- Bonded Thru Budget Notary Services '."IF pro? Bonded Thru Budget Notary SePACe5 Owner/Agent is x Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced 1D Type of ID Produced ID Type of lD BELOW IS FOR OFFICE USE ONLY Permits Required: Building® Electrical®' Mechanical fo Plumbing0 Gas Roof Construction Type: \1Pj Occupancy Use: R.I-. Flood Zone: x -yQE A•Igc,tEt p Total Sq Ft of Bldg: ;1 2j e7 Min. Occupancy Load: Ica # of Stories: Z New Construction: Electric - # of Amps, 0 Fire Sprinkler Permit: Yes No [9 # of Heads APPROVALS: ZONING: ? UTILITIES: COMMENTS: ENGINEERING:4-tr_ d-?"IS3 FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 4S.5 010 ;6-1e. m"r6nd -q t cap, Plumbing - # of Fixtures ZZi Fire Alarm Permit: Yes No [R WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application y CITY OF SANFORD MARL Pj 2 BUILDING & FIRE PREVENTION tA PERMIT APPLICATION Application No: I — 1 5 -7 -7 Documented Construction Value: S 95,658 Job Address: 3792 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0920 Residential R 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 Arch itect/Eng !nee r Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 3/22/2018 3/22/2018 Signature wn /Agent Date Signat ractor/Agent Date Tracy McDonald Print Owner/Agent's Name 3/22/2018 Signature of Notary -State of Florida Date o R! °e, MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17.2021 1E0F 10 Bonded ThN Budget Notary SeMoes Owner/Agent is x Personally Known to Me or Produced ID Type of ID Tracy McDonald Print Contractor/Agent's Name 3/22/2018 Signature of Notary -State of Florida Date ro rpr pue, MEAGAN LYNNE FOWLER MY COMMISSION K GG 063253 EXPIRES: January 17. 2021 E of r ,w Bonded Thm Budget Notary SeMoes 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: ENGINEERING: COMMENTS: UTILITIES:OA _3 WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 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 Residence Address: ELECTRICAL'P. ERMIT: - Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final 7„ !,B Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final HANIC AIT Z ` ' ;.7• . '`` = a n• ..S es• i 43 . Max Ins ection Descri tionrMechanicalRough Mechanical Final REVISED: June 2014 O City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Tracy McDonald Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com Property Address: 3792 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0920 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: FO-1 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) OFF C71A S ON Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1577 Reviewed by: Michael Cash, CFM Date: April 26, 2018 11 1 soki-I I Application for Paved Driveway, Sidewalk or 0 Walkway Including Right -of -Way Use & NF°R;D9 Landscaping in Right -of -Way www.sanfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the kao..e.nrEdow size and location of the existing right—of-way and use shall be provided or application could be delayed. Callt I. Ywdl4 1. Project Location/Address: 3792 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: X Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Dale Emergency Repairs 4. Brief Description of Work: Construction of New Single Family Home This application is submi d by: Properl)r Owner Signature: h Address: 4307 Vine #H-20 Orlando, FL 32811 Phone: (407) 692-9831 Print Name: Tracy McDonald Fax: Email: trmcdona@nvrinc.com Maintenance Responsibilities/Indemnification Date: 03/22/2018 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 Requestoes 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, indemnity, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, end 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 Signature: the above statement and by signing this application I agree to Its terns. Date: 03/22/2018 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. IPre -pour Inspection by: Date: I Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Special Permit Conditions: Date: rvovemoer ZU10 ROW Use Driveway pdf 3/23/2018 SCPA Parcel View: 17-20-31-5VC-0000-0920 Irpo+orrsoouwn Parcel Information Property Record Card Parcel: 17-20-31-5VC-0000-0920 Property Address: 3792 CRAWLEY DOWN LOOP SANFORD, FL 32773 Parcel 17-20-31-5VC-0000-0920 Owner BRISSON WEST PROJECT I LLC Property Address 3792 CRAWLEY DOWN LOOP SANFORD, FL 32773 Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Subdivision Name KENSINGTON RESERVE Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions Legal Description LOT 92 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Value Summary 2018 Working Values 2017 Certified Values Valuation Method I Cost/Market Cost/Market Number of Buildings 10 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 52,000 14,000 Land Value Ag Just/Market Value " 52,000 14,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 52,000 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 52,000 0 52,000 Schools 52,000 0 52,000 City Sanford 52,000 0 52.000 SJWM(Samt Johns Water Management) 52,000 0 52,000 County Bonds 52,000 0 1 $52,000 Sales Description Date Book Page Amount Qualified VaGlmp No Sales Find Comparable Saba Land Method Frontage Depth Units Units Price Land Value LOT 0.001 0.001 1 I $52,000.00 1 $52,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http://pareeldetail.scpafl.org/PareelDetaillnfo.aspx?PID=1720315VC00000920 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: E J?Z 1 156- 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 application for work located at: 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 day of Lj!E x—(-, 200 18 _,by Robert Lattanzi who is Is arson I own me or o who has produced as identification and who did (did not) take an oath. Notary Seal) o' jav vue, MEAGAN LYNNE FOWLER a y MY COMMISSION # GG 063253 r EXPIRES: January 17, 2021 e o, ,,°P Bonded TTru Budget Notary Se"'Ns Rev. 08.12) Signature PAC -A G AN N w''R Print or type name Notary Public - State of Commission No. My Commission Expires: SQ.FT. CALC.'S 1ST FLR. LIVNG IAA 6a F F. 7ND FLR LIVNG I3Sb Sa FT. TOTAL LIVNG 2,416 6a FT. ENTRY 3H SG. FT. GARAGE 4" 6a FT. LANAI 160 6a FT. TOTAL SJW Sa FT. C-0' alit 00 LOAD M OAI.L 0 OC/0690 AID ALALLFOOOLJ7A066A61C OV ermw MR 8 63DM CUM CALL ar,le mumcomn,101 2m to L.p.Omm 1 0 B FJ1' SW 5 24AN-306, 2 24 3M DR 36• w 4 30AW-311D 3 n 294H 36 63' 6 26AD-3U6 4 33 fL26-SH T6' 9,3' 5 nW..UW 5 a woo U. 66• 5 m3V-3330 b n 3-SN W 63' 4 2W-MM WIND DESIGN CRITERIA A BASIC ULND SPEED MPN (3 SECCHD OUST) LT.60 / VASP-116 MFW a D(n3WIAL MWAR2G COBFICENT.• J6 C. RISK CATEGOW-TYM II D. EW-061.111M CATEGORY C NM VALUES FOR C40Pj-CB0(T6 A CLACOM PRE801AG ARE BASED CH T1E WN DESKN SRO 6PEED. FMCR. 6711 ED. f20n) ALLOY6 THIM PFMft G6 TO BE MI.TIPLED BY 06 TO FEET T94E •' L OUL49LEE OR WOMMAL TESTED VALIE6 USED BY PRODUCT MANIFACNII&M NM L MUR TO ORM4L FBTALLAT011 CN ALL FRrff PDOW r-V FFM rig R641 K= 6LL I'6 W MYW 00 TW.A7ED W WftW A TOM TWAT® MWAT In' W= PM CABINET SECTION 64Pi. MST 109_4' AFF. WCPT T-0C>v II II RMWPWCTILimA n- TIP i CAL11 LID1H i I 0v6• m I W-4' 4'-0• T 9 II I maeH II II II MWWD I I O O IIa I O3 I 6 I C62R Y I pQnM 9 1 1 r aa I I•_ 6. 1 I 9 GREAT Booty I'•21/ 21 v 6'-0' 4'-2' 2'-10' b'L51/2' m, I 9 I • no aJ 42' N I D M WALL CAr 0 rMCM 4) S F 4x4 Imo. W R.. 4t C 0 m 4.(* i•. 10•-10' ra9 dmi 4.6' C V- 4- 2 -0. I•I wrlc 0 STUDY a T• t 46 V_rCIA, LH+ 9 rcm Mm AhOenv 2 CAR GARAGE 9 m I Po6 2 I 20'-VW0'- 2' r• ae m p f 6•- W CLfi goi — — — — — — L. E OF ao nAQi ABOnE Is• x ary Y jl'-4- 1'-4' 1 2'-B' FIRST FLOOR PLAN SCALE: 1/ 4 • T-0' ELEVATICN-A Design Grou Ina 1M1 M MDMALD MfAGAM BLVD. LONGWOOD. FL 32790 FOL 7. 7744076 FA1U07.774A079 AbdWv4..l,_ AA • 0000129 BIIIIIIIIII 9tnmrv. AG LOT,. KENSINGTON RESERVE LOT 92) YODEL: SUMMERLWD VERSION/ 01) PI%OJECT#: 2997.000 PAGE FIRST FLOOR PLAN DATE: 3/ 7/18 91CALL` 1/ 4'=1'-0" 81m'r 3 OF 9 OONO6R AND d CC80 LAIOe Mc WO OPMIIE CALL eOIU! DOE mrN o ImeKXYTAWLATOI I 6 3B 36' bl' S TAIf.-31Ri 2 5 36, b 5 2UW-310 2A Q 36, w 5 TSIN-Xv YEW 2B 6 wdm 36, 6r 5 2"W-3116 3 5 36' bl' S 2BbW-310 4 5 4004G TEW 4W 16' 5 21431.3540 B fi 36, bT 4 NM b Ei 36' 6r 4 W"-3W T Ei I 30wRW 36' br t ylµ WIND DESIGN CRITERIA A 0A61C Q8,V 6PEED MPII 13 6EiCC*V GOT) NLT.60 / VA50.116 P" D. WTEINAL FIM66URE COEFFICENT.. J& 4 IaW CATSGORT-M-E II D. E>Q-O&J : CATEGORY C NOTE. VALUED FOR CIOM-04MM • CLADDWG PRES&IiE ARE BASED ON THE WIL DEOW4 W M &PEED. PBCR 6TN ED. l20111 ALLOW! TI-ESE FWA&ARES TO BE M LTIPLED BY 06 TO MEET TFE At I C.LAZE OR P40MAL TEWED VALUES USED BY PRODUCT MANPALTURERD. L FMM TO ORIEYL IETALUTIOI LTL ALL IROUG PEI IM r-O FRM DE RM Ft" ILL IIE IfRATED 10 MA781 W T30R W A 113WE TEEMED W IAT 10= W I&d X 3- oT* ICTI MAU 16' Of- 2 ROSE : 6TAWR i ---- LEE661R:5&aam ------ n I I I I I I 31- 6' •-B' W-4• 3'-4' 3.- 2, 20,-8, O3°& 0.511 I 4 4CLT I & R- EII , I I M' & EAT onNER' s j e•. n as - e•e as C 9 LAV m LAY 1 ® 46N 0 Is. mtill, 102'-4' .9 3•.B• ec S lb BEDROOM 2 som I IL 6L---- W- s as 3'•4' 4'-2' 4'-0 1 14'-4' C BEDROOM 3 o rT3i' Js- a mj I ATM I o•-Bklo'• m' b _e recta OPIi ii ram, i IO iL y_ m I R- 13N 1.1 Y --OF __ B 3'- b 3'•B' b'•10 4l I,- 4•- 6' 6 0' iq R• 611 __ 1T 4- 0 OF BEDROOM 4 m'-e'* m Tg•p 2A I I BTUD I 1'• 0' B' 2'-10' LTe CF 6T BEDROOM 5 RAMEE.CW DBL 10'-2-W'-O' STUD W- 0 an uv 1 BATH 2 W-W CLa OF ET RD= BE M LIE 6'-0' W-4' b'-0' 4'.A• 4'-4 14 21'- 4' 30,_0. SECOND FLOOR PLAN SCALE. 1/ 4 . P-0' ELEVATION -A ARCHITECTS 5 Grous 1441 It RORALD REALM OLVD, LORCWDOD, FL 2277D M 407. 7744070 FA1U07.77M07I AA r 0003323 m E c i suxmrV. do LOT. KENSINGTON RESERVE LOT 92) IMODICT., SUMMERLANDVERSION/ OI) PROJ=lw: 2997.000 PALM SECOND FLOOR PLAN DATM 3/ 7/18 SCAXM 1/ 4-=I'-0" 4 OF 9 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot92KensingtonReserveSummerlandAGRW Builder Name: RYAN HOMES Street: 3792 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: 1 8 - 1 5 7 7 Owner: Jurisdiction: 1500 RThAE Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types(2529.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 996.67 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 268.67 ft' 4.. Number of Bedrooms 5 d. N/A R= ft' 10. Ceiling Types (1384.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1384.00 ft' 6. Conditioned floor area above grade (ft') 2476 b. N/A R= ft' Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(234.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 605.25 a. U-Factor: Dbl, U=0.35 186.75 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 48.00 W 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:115.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 38.0 HSPF 8.50 SHGC: Area Weighted Average Overhang Depth: 2.912 ft. Area Weighted Average SHGC: 0.290 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 ft' b. Conservation features b. Floor over Garage R=11.0 291.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.095 Total Proposed Modified Loads: 70.17 PASSTotalBaselineLoads: 70.31 1 hereby certify that the plans and speci cations covered by Review of the plans and tIIE STq. this calculation are in compliance witlehe Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. gun,. -:. ;:: >''.•. PREPARED BY: '"'T- Before construction is completed DATE: 3-12-1R Scott Pratt this building will be inspected for compliance with Section 553.908 I hereby certify that this building, signed, is in compliance Florida Statutes. with the Florida Energy Cod CDD,v OWNER/AGENT: BUILDING OFFICIAL: DATE: 3/12/2016 Lk DATE: 'e- 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 On 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 On for whole house. 3/12/2018 9:15 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot92KensingtonReserveSum Bedrooms: 5 User Conditioned Area: 2476 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: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 92 KENSINGTON RES 3792 CRAWLEY DOW Seminole SANFORD , FL, 32773 CLIMATE V 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 Blockl 2476 21541.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2476 21541.2 Yes 6 5 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 ft= 1090 ft= 11 0 0 1 0 0.38 0.62 ROOF V # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Composition shingles 1499 ft= 0 ft' Medium 0.85 N 0.9 No 0 22.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1384 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1384 ft2 0.11 Wood 3/12/2018 9:15 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below St Tp Wall Upe Spacep R-Value Et In El In Area R-Valueu 1 S Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0 2 S Exterior Concrete Block - Int Insul Main 4.1 36 6 8 8 316.3 ft' 0 0 0.6 0 3 W Exterior Frame - Wood Main 11 29 6 8 0 236.0 W 0 025 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 8 8 73.7 ft' 0 0 0.6 0 5 N Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft' 0 0.25 0.6 0 6 N Exterior Concrete Block - Int Insul Main 4.1 40 6 8 8 351.0 ft2 0 0 0.6 0 7 E Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft' 0 0.25 0.6 0 8 E Exterior Concrete Block - Int Insul Main 4.1 21 6 8 8 186.3 ft2 0 0 0.6 0 9 - Garage Frame - Wood Main 11 31 0 8 8 268.7 ft2 0 0.25 03 0 10 E Exterior Concrete Block - Int Insul Main 4.1 8 0 8 8 69.3 ft' 0 0 0.6 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 ft' 2 Wood Main None 25 2 8 6 8 17.8 W WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.35 0.29 N 45.0 ft' 0 ft 10 in 1 ft 2 in Drapes/blinds None 2 S 2 Vinyl Low-E Double Yes 0.35 0.29 N 16.2 ft2 0 ft 10 in 11 ft 6 in Drapes/blinds None 3 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft' 0 It 10 in 1 It 2 in Drapes/blinds None 4 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.0 ft' 0 It 10 in 1 ft 2 in Drapes/blinds None 5 N 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 0 ft 10 in 1 ft 2 in Drapes/blinds None 6 N 6 Vinyl Low-E Double Yes 0.35 0.29 N 16.2 ft2 0 ft 10 in 11 ft 6 in Drapes/blinds None 7 E 7 Vinyl Low-E Double Yes 0.35 0.29 N 5.0 ft2 0 ft 10 in 1 ft 2 in Drapes/blinds None 8 E 7 Vinyl Low-E Double Yes 0.35 0.29 N 15.0 ft' 0 ft 10 in 1 ft 2 in Drapes/blinds None 9 E 10 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft' 11 ft 0 in 0 ft 6 in Drapes/blinds None 10 E 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 0 ft 10 in 11 ft 6 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 459 ft' 459 ft° 58 ft 8.7 ft 3 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000332 2154.1 118.26 222.4 2981 6 3/12/2018 9:15 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ 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 1155 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 # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 605.25 Attic 121.05 Proposed On Main cfm 123.8 cfm 0.05 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin [[ ]] Heating [X] Jan [[ ]] Feb [ j Mar Jan [X] Feb Mar Apr [ Apr[]May[ May [Xj Jun f[X] Jul Jun ] Jul jX] Au Aug X] Se Sep Oct Oct Nov Nov HDecDec Ventin [[ ]] Jan [[ ]) Feb l[X]] Mar X) A r [ J Ma [ ]Jun [)Jull Au Se X) Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Healing (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/12/2018 9:15 AM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3792 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (n') 7. Windows" Description a. U-Factor: Dbl, U=0.35 SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 SHGC: SHGC=0.29 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 5 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 2476 b. N/A Area c. N/A 186.75 n° 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 48.00 n' 12. Cooling systems n= a. Central Unit 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=11.0 c. N/A R= n7 13. Heating systems a. Electric Heat Pump 2.912 n. 0.290 Area 14. Hot water systems 1090.00 n= a. Electric 291.00 n= b. Conservation features n= None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code comppanL465-tpres. Builder Signature: / Date: 3/12/2018 Address of New Home: 3792 Cr ey Down Loop City/FL Zip: 32773 Insulation Area R=11.0 1264.00 n= R=4.1 996.67 n= R=11.0 268.67 n= R= n' Insulation Area R=38.0 1384.00 n' R= n' R= n= R n= 6 605.25 kBtu/hr Efficiency 38.5 SEER:15.00 kBtu/hr Efficiency 38.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat 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. 3/12/2018 9:16 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 Performance, Prescriptive and ERI Methods ADDRESS: 3792 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 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 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)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 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 leakagdNindows, 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. 3/12/2018 9:16 AM EnergyGaugeO 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: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 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. 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 (13°C) 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. 3/12/2018 9:16 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'/2 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 atilt 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 MAXIMUIV 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/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 3/12/2018 9:16 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 healing 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 - A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 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. Healers 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. 3/12/2018 9:16 AM EnergyGaugeO USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 4 of 5 R403.10.5 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 (Mandatoryte energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-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. 3/12/2018 9.16 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 COMPONENT CRITERIA Project Name: Lot92KensingtonReserveSummerlandAGRW Builder Name: RYAN HOMES Street: 3792 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Oriando 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 comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned 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 60ing and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover dates and walls or ceolinus. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 3/12/2018 9:16 AM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsofte Manual S Compliance Report Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 For: RYAN HOMES 3792 CRAWLEY DOWN LOOP, SAN FORD, FL 32773 Design Conditions Job: LotMensingtonReserv... Date: 06.03.15 By: BENTLEY Outdoor design DB: 92.4°F Sensible gain: 29423 Btuh Entering coil DB: 78.3°F Outdoor design WB: 76.30F Latent gain: 5605 Btuh Entering coil WB: 64.1OF Indoor design DB: 75.0°F Total gain: 35028 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Sensible capacity: 30504 Btuh 104%, of load Latent capacity: 7835 Btuh 140% of load Total capacity: 38339 Btuh 109% of load SHR: 80% Design Conditions Outdoor design DB: 41.9°F Heat loss: 26736 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 33809 Btuh 126% of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 7.2 kW 92% of load Temp. rise: 70 OF Meets all requirements of ACCA Manual S. wrlghttsofC• 2018-Mar-12 09.04:33 Right-Suile® Universal 2018 18 0.10 RSU23828 Page 1 ndAGRW\Lol92KensingtonReserveSummerlandAGRW.rup Cale - MJ8 House laces: W Component Constructions Job: Lot92Kensington Reserv... wrightsofte P 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 3792 CRAWLEY DOWN LOOP, SANFORD, FL32773 Location: Orlando Intl AP, FL, US Elevation: 105 ft Latitude: 280N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (°F) - Wind speed (mph) 15.0 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Cooling Moisture difference (gr/lb) 92 Infiltration: 17 ( M) Method 76 Construction quality 7. 5 Fireplaces Heating 70 28 30 1. 3 Simplified Average 0 Cooling 75 17 50 46. 6 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Cig HTM Gain fp Btuh/lV-*F tP-*F/Btuh BtuhAp BWh BWhM2 Bluh Walls 12C- Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 401 0.091 13.0 2.56 1025 2.32 929 fnsh, 2"x4" wood frm, 16" o.c. stud a 216 0.091 13.0 2.56 552 2.32 500 13A- 2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int Irish Partitions 12C- Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood Irm, 16" o.c. stud Windows 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=0.29); 0.83 ft overhang (5 ft window ht, 1.17 ft sep.); 6.67 It head ht 2A- 2om: 2 glazing, Or ouir, air gas, mil no brk frm mat, Or low-e innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 0. 83 ft overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht s 371 0.091 13.0 2.56 949 2.32 859 w 194 0,091 13.0 2.56 496 2.32 449 all 1182 0.091 13.0 2.56 3022 2.32 2737 n 336 0.201 0 5.65 1898 4.29 1442 e 184 0.201 0 5.65 1039 4.29 789 s 301 0.201 0 5.65 1701 4.29 1293 w 54 0.201 0 5.65 304 4.29 231 all 875 0.201 0 5.65 4942 4.29 3755 252 0.091 13.0 2.56 644 1.42 356 n e s w all n e s all 2A- 2om: 2 glazing, clr ouir, air gas, mil no brk frm mat, Or low-e innr, e 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 0.83 ft overhang (1.3 ft window ht, 1.17 It sep.); 6.67 ft head ht 2A- 2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, e 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (6.67 ft window ht, 1.17 It sep.); 6.67 it head ht 2A- 2om: 2 glazing, clr ouir, air gas, mil no brk frm mat, Or low-e innr, w 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 0.83 ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht 15 0.350 0 9.84 148 12.2 182 15 0.350 0 9.84 148 33.9 509 45 0.350 0 9.83 443 12.6 568 30 0,350 0 9.84 295 33.9 1018 105 0.350 0 9.83 1033 21.7 2278 16 0.350 0 9.83 161 10.4 170 33 0.350 0 9.83 321 28.9 945 16 0.350 0 9.83 161 11.9 194 65 0.350 0 9.83 643 20.0 1310 5 0.350 0 9.83 51 33.9 177 40 0.620 0 17.4 697 16.9 674 12 0.350 0 9.83 118 33.9 407 wrlghttsoft• 2018-Mar-12 09:04 33 Right - Suite® Universal 2018 18.0.10 RSU23828 Page 1 ndAGRW\ Lot92KensingtonReserveSummerlandAGRW.rup Calc - MJ8 House faces: W Doors 11J0: Door, mtl fbrgi type w 11 DO: Door, wd sc type n Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board ini insh Floors 20P-11c: Fir floor, frm fir, 6" thkns, carpet fir insh, r-11 cav ins, gar ovr 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir insh 20 0.600 6.3 16.9 339 18.3 367 18 0.390 0 11.0 196 11.9 212 1436 0.026 38.0 0.73 1049 1.40 2015 344 0.078 11.0 2.19 753 1.09 374 115 0.989 0 27.8 3196 0 0 wrightsoW 2018-Mar-12 09:04 33 Righl-Suite® Universal 2018 18.0.10 RSU23828 Page 2 ndAGRW\Lol92KensingtonReserveSummertandAGRW.rup Calc = MJ8 House faces: W Project Summary Job: LotMensington Reserv... wrightsofte y 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 3792 CRAWLEY DOWN LOOP, SAN FORD, FL 32773 Notes: OPTION BED 5 RVSD 3-20-2017 NMB L. S. 3-12-18 Design Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 17 OF Daily range M Relative humidity 50 % Moisture difference 47 gr/lb Heating Summary Structure 21081 Btuh Ducts 5654 Btuh Central vent (0 cfm) 0 Btuh gone) Humidification 0 Btuh Piping 0 Btuh Equipment load 26736 Btuh Infiltration Method Construction quality Fireplaces Area ( ft2 Volume ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 He Co 2476 247620904 20904 0. 41 0.21 143 73 Sensible Cooling Equipment Load Sizing Structure 19838 Btuh Ducts 9585 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Equipment sensible load 29423 Btuh Latent Cooling Equipment Load Sizing Structure 3509 Btuh Ducts 2096 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5605 Btuh Equipment Total Load (Sen+Lat) 35028 Btuh Req. total capacity at 0.82 SHR 3.0 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 AH R I ref 8242633 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 33 OF Backup: 8. 5 HSPF 38000 Btuh @ 470F 27 0 1283 cfm 0. 048 cfm/Btuh 0. 40 in H2O Input = 7 kW, Output = 24539 Btuh, 100 AFUE Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 12. 5 EER, 15 SEER 31570 Btuh 6930 Btuh 38500 Btuh 1283 cfm 0. 044 cfm/Btuh 0. 40 in H2O 0. 84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrl htsof!' 2018-Mar-12 09:04:33 y. Right - Suite® Universal 2018 18.0.10 RSU23828 Page 1 it-. C.A... ndAGRW\Lot92KensingionReserveSummerfandAGRW.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: Lot92KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name Entire House GREAT RM 2 Exposed wall 278.0 It 530 It 3 Room height 8.3 it 8.7 it heat/cool 4 Room dimensions 1.0 x 576.8 it 5 Room area 2517.3 f12 576.8 f12 Ty Construction number U-value BtuWft2-IF) Or HTM BtufVf12) Area (W) or perimeter (It) Load Btuh) Area (i12) or perimeter (11) Load Btuh) Heat Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 VL--! 12C-Osw 2A-2om 13A-2ocs 0.091 0.350 0.201 n n n 2.56 9.83 5.65 232 1216 4.29 416 15 352 401 0 336 1025 148 1898 929 182 1442 0 0 283 0 0 266 0 0 1505 0 0 1143LO 11 2A-tom 12C-Osw 0.350 0.091 n a 9.83 256 10.42 232 16 236 0 216 161 552 170 500 16 0 0 0 161 0 170 0Vj 2A-2om 2A-2om 13A-2ocs 0.350 0.350 0.201 a a a 9.83 9.83 5.65 33.95 33.95 4.29 5 15 257 0 0 184 51 148 1039 177 509 789 0 0 144 0 0 111 0 0 626 0 0 476 Ih-G 2A-2om 2A-2omd 0.350 0.620 a a 9.83 17.42 28.93 16.86 33 40 0 40 321 697 945 674 33 0 0 0 321 0 945 0 Vy C 12C-Osw 2A-2om 13A-2ocs 0910. 500.3 0.201 s s s 2.56 9.83 5.65 232 1262 4.29 416 45 318 371 30 301 949 443 1701 859 568 1293 0 0 0 0 0 0 0 0 0 0 0 0VL-G 2A-2om 0.350 0.091 s w 9.83 2.56 11.89 232 16 236 0 194 161 496 194 449 0 0 0 0 0 0 0 0V612C-Osw 2A-2om 2A-2om 13A-2ocs 0.350 0.350 0.201 w w w 9.83 9.83 5.65 33,95 33.95 4.29 12 30 74 0 0 54 118 295 304 407 1018 231 0 0 35 0 0 15 0 0 83 0 0 63Vy 1--D 11J0 12C-Osw 0.600 0.091 w 16.86 256 18.27 1.42 20 270 20 252 339 644 367 356 20 113 20 95 339 244 367 135R T-D 11DO 0.390 n 10.96 11.88 18 18 196 212 18 18 196 212 C 16B-38ad 0.026 0.73 1.40 1436 1436 1049 2015 6 6 4 8 F 20P-11c 0.078 2.19 1.09 344 344 753 374 0 0 0 0 F 22Acd 0.989 27.79 0.00 1093 115 3196 0 577 53 1473 0 6 c) AED excursion 0 20 Envelope loss/gain 16683 14663 4952 3500 12 a) Infiltration 4398 1395 880 279 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 5 1150 4 920 Appliances/other 2630 230 Subtotal (lines 6 to 13) 21081 19838 5832 4929 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21081 19838 5832 4929 15 Duct loads 27% 48% 5654 9585 279/, 489/6 1564 2382 Total room bad 26M 294M 7396 7311 Air required (cim) 1 1 1283 1283 1 355 319 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r- wrsgestoof't- •-- • ---- Right -Suite® Universal 2018 18.0.10 RSU23828 2018-Mar-12 09:04 33Page 1 ndAGRW\Lot92KensingionReserveSummeriandAGRW.nip 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: Lot921(ensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name NOOK/KITCHEN STUDY 2 Exposed wall 38.0 It 11.5 1t 3 Room height 8.7 It heat/cool 8.7 It heat/cool 4 5 Room dimensions Room area 13.0 x 25.0 it 325.0 It= 1.0 x 155.0 it 155.0 fir Ty Construction number U-value Btuh/WLIF) Or HTM Bluf IF) Area (11 or perimeter (11) Load Btuh) Area (112) or perimeter (It) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VY C 12C-Osw 2A-2om 13A•2ocs 0.091 0.350 0.201 n n n 2.56 9.83 5.65 2.32 1216 4.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vy L-• 2A-2om 0.350 n 9.83 10.42 0 0 0 0 0 0 0 0 Vy L- f^; 11 12C-Osw 0.091 a 256 232 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.83 33.95 0 0 0 0 0 0 0 0 2A•2om 13A-2ocs 0.350 0.201 a a 9.83 5.65 33.95 4.29 0 113 0 73 0 413 0 314 0 0 0 0 0 0 0 0 2A•2om 2A-2omd 0.350 0.620 a a 9.83 17.42 28.93 16.86 0 40 0 40 0 697 0 674 0 0 0 0 0 0 0 0 Vy G 12C-Osw 2A-2Dm 13A•2ocs 0.091 0.350 0.201 s s s 2.56 9.83 5.65 232 1262 4.29 0 0 217 0 0 217 0 0 1228 0 0 933 0 0 100 0 0 84 0 0 473 0 0 359t-G 2A-2om 0.350 s 9.83 11.89 0 0 0 0 16 0 161 194 1y 12C-Osw 0.091 w 2.56 2.32 0 0 0 0 0 0 0 0 2A-tom 2A-2om 13A-2ocs 0.350 0.350 0.201 w w w 9.83 9.83 5.65 33.95 33.95 4.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vy D 11,10 12C-Osw 0.600 0.091 w 16.86 256 18.27 1,42 0 0 0 0 0 0 0 0 0 157 0 157 0 400 0 222P LD 11DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 0 0 0 0 0 0 0 0 F 2OP-11c 0.078 2.19 1.09 0 0 0 0 0 0 0 0 F 22A-col 0.989 27.79 0.00 325 38 1056 0 155 12 320 0 6 c) AED excursion 166 5 Envelope loss/gain 3394 1755 1354 780 12 a) Infiltration 631 200 191 61 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 12M 0 Subtotal (lines 6 to 13) 4025 3155 1545 841 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4025 3155 1545 841 15 Duct bads 270/6 489/6 1080 1524 279/6 48"/a 414 406 Total room bad 5105 4679 1959 1247 Air required (cfm) 245 204 1 94 54 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr ttol'e- . A •-•-•• ••---•---- Right•Suile4D Universal 2018 18.0.10 RSU23828 2018-Mar-12 09:04:33 ndAGRW\Lol92KensingionReserveSummertandAGRW rup Calc . MJ8 House faces: W page 2 wrightsof , Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831.2665 Job: LotMensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name POWDER MASTER SUITE 2 Exposed wall 12.511 30.0 If 3 Room height 8.7 It heat/cool 8.0 If heat/cool 4 5 Room dimensions Room area 4.5 x 8.0 If 36.0 J12 16.5 x 13.5 it 222.8 It2 Ty Construction number U-value BluNft2-*F) Or HTM Btuh/ft2) Area (I12) or perimeter (ft) Load letuh) Area (1112) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy 12C-0sw 0.091 n 2'56 Z32 0 0 0 0 108 93 238 215 C 2A•20m 13A•2ocs 0.350 0.201 n n 9.83 5.65 12.16 4.29 0 70 0 70 0 393 0 299 15 0 0 0 148 0 182 0Vy 2A-2om 0.350 n 9.83 10.42 0 0 0 0 0 0 0 0G H-C 11 12C-0sw 0.091 a 2.56 Z32 0 0 0 0 132 117 299 271 2A-2om 0.350 a 9.83 33.95 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.83 33.95 0 0 0 0 15 0 148 509 13A-2ocs 0.2D1 a 5.65 4.29 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.83 28.93 0 0 0 0 0 0 0 0 2A-2omd 0.620 a 17.42 16.86 0 0 0 0 0 0 0 0 1y 12C-0sw 2A-2om 0.091 0.350 s s 2.56 9.83 Z32 12.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L-C Vy 1 G 13A-2ocs 0.201 s 5.65 4.29 0 0 0 0 0 0 0 0 2A-2om 0.350 s 9.83 11.89 0 0 0 0 0 0 0 0 V612C-0sw 0.091 w 2.56 Z32 0 0 0 0 0 0 0 0 2A-2om 2A-2om 13A-2ocs 0.350 0.350 0.201 w w w 9.83 9.83 5.65 33.95 33.95 4.29 0 0 39 0 0 39 0 0 221 0 0 168 0 0 0 0 0 0 0 0 0 0 0 0vLO11J0 12C-Osw 0.600 0.091 w 16.86 2.56 18.27 1.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P L-D 11D0 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 7 7 5 9 223 223 163 312 F 2DP-11c 0.078 2.19 1.09 0 0 0 0 0 0 0 0 F 22A-col 0.989 27.79 000 36 13 347 0 0 0 0 0 6 c) AED excursion 27 124 Envelope loss/gain 967 449 995 1367 12 a) Infiltration 208 66 458 145 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/olher 0 600 Subtotal (lines 6 to 13) 1174 515 1453 2342 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1174 515 1453 2342 15 Duct bads 27% QT. 3151 249 27% 4V/61 390 1132 Total room load 1489 764 1 1843 3474 Air required (cfm) 1 1 71 33 1 88 151 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L- tsoTt- 2018-Mar-12 09.04:33 Right-Suile® Universal 2018 18.0.10 RSU23828 Page 3 ndAGRW\Lol92KensingtonReserveSummedandAGRW.rup Calc - MJ8 House faces: W wrightsofr Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 Job: LollMensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC MASTER BATH 2 Exposed wall 5.0 it 10.5 it 3 Room height 8.0 it heat/cool 8.0 it heallcool 4 5 Room dimensions Room area 5.0 x 5.5 if 27.5 ft2 1.0 x 1D28 it 1028 ftz Ty Construction U-value Or HTM Area (1112) Load Area (1112) Load number BtuWflLIF) Btuh/fM or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W I 12C-0sw 2A-2om 13A-2ocs 0.091 0.350 0.201 n n n 2.56 9.83 5.65 232 1216 4.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fa v 11 LC 2A-ZDm 12C-Osw 0.350 0.091 n a 9.83 2.56 10.42 232 0 40 0 40 0 102 0 93 0 36 0 31 0 79 0 71v C6 2A-2om 2A-2Dm 0.350 0.350 0.201 a a a 9.83 9.83 5.65 3395 33.95 4.29 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 51 0 0 177 0 0V613A-2ocs 2A-2om 2A-2omd 0.350 0.620 a a 9.83 17.42 28.93 16.86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy C 12C-0sw 2A-20m 0.091 0.350 0.201 s s s 2.56 9.83 565 232 1262 4.29 0 0 0 0 0 0 0 0 0 0 0 0 48 0 0 48 0 0 123 0 0 111 0 0VLG13A-2ocs 2A-2om 12C-0sw 0.350 0.091 s w 9.83 2.56 11.89 232 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01y 2A-2om 2A-2om 13A-2Dcs 0.350 0.350 0.201 w w w 9.83 9.83 5.65 33.95 33.95 4.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vy 1--D 111,10 12C-0sw 0.60D 0.091 w 16.86 2.56 18.27 1.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0R D 11 DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 28 28 20 39 103 103 75 144 F 2OP-11c 0.078 2.19 1.09 0 0 0 0 0 0 0 0 F 22A-col 0.989 27.79 000 0 0 0 0 0 0 0 0 6 c) AED excursion 8 4 Envelope loss/gain 122 123 328 499 12 a) Infiltration 76 24 160 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 199 148 488 550 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 199 148 488 550 15 Duct loads 275/6 48% 53 71 270/6 481/6 131 266 Total room bad 252 219 619 815 Air required (cfm) I 1 12 10 30 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr gFetoore• 2018-Mar-12 09,04.33 Right -Suite® Universal 2018 18.0.10 RSU23828 Page 4Aftk ..ndAGRW\Lot92KensingionReserveSummerlandAGRW nip Calc . MJ8 House faces: W wrighttsoft• Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone, 407-831-2665 Job: Lot92KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER W.C. BED 2 2 Exposed wall 9.0 it 10.5 it 3 Room height 8.0 11 heat/cool 8.0 it heal/cool 4 5 Room dimensions Room area 3.5 x 5.5 it 19.3 ft2 13.0 x 10.5 it 136.5 f12 Ty Construction U-value Or HTM Area (ft2) Load Area (it2) Load number BtuhVft2-'F) Btuw112) or perimeter (it) Btuh) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat cod Gross N/P/S Heat Cod 6 Vy C 12C-Osw 2A-tom 0.091 0.350 0.201 n n n 2.56 983 5.65 232 1216 4.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L13A-2ocs 11 O 2A-2an 12C-Osw 0 350 0.091 n a 9.83 256 10.42 232 0 28 0 28 0 72 0 65 0 0 0 0 0 0 0 0 2A-2orn 2A-2om 13A-2ocs 0.350 0.350 0.201 a a a 9.83 9.83 5.65 33.95 33.95 4.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C C 2A-2om 2A-2omd 0.350 0.620 a a 9.83 17.42 28.93 16.86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy C 12C-Osw 2A-2om 13A-2ocs 0.091 0.350 0.201 s s s 2.56 9.83 5.65 232 1262 4.29 44 0 0 44 0 0 113 0 0 102 0 0 84 15 0 69 10 0 176 148 0 160 189 0Vy 2A-2om 12C-Osw 0.350 0.091 s w 9.83 2.56 11.89 232 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 2A-2om 2A-2om 13A-2ocs 0.350 0.350 0.201 w w w 9.83 9.83 5.65 33.95 33.95 4.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vy D 11,10 12C-Osw 0.600 0.091 w 16.86 2.56 18.27 1.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P 11 DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.73 1.40 19 19 14 27 137 137 100 191 F 20P-11c 0.078 2.19 1.09 0 0 0 0 0 0 0 0 F 22A-col 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 12 13 Envelope loss/gain 198 182 424 527 12 a) Infiltration 137 44 160 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 336 225 584 578 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 336 225 584 578 15 Duct loads 1 2796 485/6 90 109 270/6 48% 157 279 Total room load I 426 334 1 1 741 858 Air required (clm) 1 20 15 36 37 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w LeMsol't- 2018-Mar-12 09:04 33 C Right-SuilsO Universal 2018 18.0.10 RSU23828 Page 5 ndAGRW\Lol92KensinglonReserveSummeriandAGRW.rup Cale - MJ8 House faces: W wrightsoft• Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot92Kensington ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name BED 3 BED 4 2 Exposed wall 10.5 1t 14.0 it 3 Room height 8.0 it heat/cool 8.0 it heat/cool 4 5 Room dimensions Room area 130 x 10.6 it 137. 6 fie 10. 5 x 14.0 It 147. 0 112 Ty Construction U-value Or HTM Area (ft2) Load Area (W) Load number BtutVft2-*F) BtuNft2) or perimeter (11) Btuh) or perimeter (it) Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-0sw 0.091 n 2.56 Z32 0 0 0 0 0 0 0 0 C 2A-2om 0.350 n 9.83 1Z16 0 0 0 0 0 0 0 0 V L.G 13A- 2ocs 0.201 n 5,65 4.29 0 0 0 0 0 0 0 0 2A- 2Dm 0.350 n 9.83 10.42 0 0 0 0 0 0 0 0 Vjl 1112C-Osw 0.091 a 2.56 Z32 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 9.83 33.95 0 0 0 0 0 0 0 0 1-- G 2A- 2om 0.350 a 9.83 33.95 0 0 0 0 0 0 0 0 V613A- 2ocs 0.2D1 a 5.65 4.29 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 9.83 28.93 0 0 0 0 0 0 0 0 2A- 2omd 0.620 a 17.42 16.86 0 0 0 0 0 0 0 0 Vy Y-- G 12C- 0sw 0.091 s 2.56 Z32 84 69 176 160 112 97 248 225 2A- tom 0.350 s 9.83 12.62 15 10 148 189 15 10 148 189 V L.G 13A- 2xs 0.201 s 5.65 4.29 0 0 0 0 0 0 0 0 2A- 2om 0.350 s 9.83 11.89 0 0 0 0 0 0 0 0 Vy 12C-0sw 0.091 w 2.56 232 0 0 0 0 0 0 0 0 2A- 2Dm 0.350 w 9.83 33.95 0 0 0 0 0 0 0 0 I-- G 2A- 2om 0.350 w 9.83 33.95 0 0 0 0 0 0 0 0 1q/ D 13A- 2ocs 0.201 w 5.65 4.29 0 0 0 0 0 0 0 0 11J0 12C- Osw 0. 600 0. 091 w 16.86 2. 56 1827 1. 42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R11 DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 DC 16B-38ad 0.026 0.73 1.40 137 137 100 191 147 147 107 206 F 20P-11c 0.078 2.19 1.09 0 0 0 0 105 105 230 114 F 22Acd 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 13 24 Envelope loss/gain 424 527 733 711 12 a) Infiltration 160 51 214 68 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal Pines 6 to 13) 1584 578 947 779 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redisinbution 0 0 0 0 14 Subtotal 584 578 947 779 15 Duct loads 27'/6 48% 157 279 27"/6 480/6 254 376 Total room load 741 858 1201 1155 Air required (cfm) 36 37 58 50 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L ' - 2018-Mar-12 09:04.33 Right - Suite® Universal 2018 18.0.10 RSU23828 Page 6 ndAGRW\ Lot92KensingionReserveSummedandAGRW.rup Cale = 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: LotMensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room dame MASTER WIC 2 BATH 2 Exposed wall 7.0 It 0 It 3 Room height 8.0 11 heat/cool 0 It heat/cod 4 5 Room dimensions Room area 5.5 x 7.0 It 38.5 112 5.5 x 10.5 ft 57.8 ft2 Ty Construction U•value Or HTM Area (02) Load Area (fie) Load number BtuWft2-*F) Btul f12) or perimeter (11) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 VY C 12C-Osw 2A-2om 13A•2ocs 0.091 0.350 0.201 n n n 2.56 9.83 5.65 232 1216 4.29 56 0 0 56 0 0 143 0 0 130 0 0 0 0 0 0 0 0 0 0 0 0 0 0VL-6 11 2A•2om 12C-Osw 0.350 0.091 n a 9.83 256 10.42 232 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0V 2A•2om 2A-2om 13A-2ocs 0.350 0.350 0.201 a a a 9.83 9.83 5.65 33.95 33.95 4.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Imo-(( 2A•2Dm 2A-2Dmd 0.350 0.620 a a 9.83 17.42 28.93 16.86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1y C 12C-Osw 2A-2Dm 13A-2ocs 0 091 0.350 0.201 s s s 2.56 9.83 5.65 232 12.62 4.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vy I G 2A-2om 12C-Osw 0.350 0.091 s w 9.83 2.56 11.89 232 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vy 2A-2om 2A-2om 13A•2ocs 0.350 0.350 0.201 w w w 9.83 9.83 5.65 3395 33.95 4.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-((; Vy D 11J0 12C-Osw 0.600 0.091 w 16.86 2.56 18.27 1.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0R D 11 DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 073 1.40 39 39 28 54 58 58 42 81 F 20P-11c 0.078 2,19 1.09 0 0 0 0 0 0 0 0 F 22Acd 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 11 4 Envelope loss/gain 171 173 42 77 12 a) Infiltration 107 34 0 0 b) Room ventilation 0 0 01 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 278 207 42 77 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 278 207 42 77 15 Duct loads 27"/e 48% 75 10D 27% 489/0 11 37 Total room load 353 307 1 54 114 Air required (clm) 1 17 13 3 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Vd- wrr gFft- 2018•Mar-1209,04:33 AftA - Righl-Suite® Universal 2018 18.0.10 RSU23828 Page 7 ndAGRW\Lol92KensingionReserveSummeriandAGRW.rup Cale - MJ8 House faces: W wrightsofte Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831.2665 Job: Lot92KensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name LAUNDRY LOFT 2 Exposed wall 0 It 27.0 It 3 Room height 8.0 it heal/cool 8.0 It heat/cool 4 5 Room dimensions Room area 7.5 x 9.5 it 71.3 112 1.0 x 269.5 It 269.5 fl2 Ty Construction U-value Or HTM Area (It2) Load Area (It) Load number BtuWft2-*F) Btuh/ft2) or perimeter (fl) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VI--fi 12C-Osw 2A-2om 13A-2ocs 0.091 0.350 0.201 n n n 2.56 9.83 5.65 2.32 12.16 4.29 0 0 0 0 0 0 0 0 0 0 0 0 148 0 0 148 0 0 378 0 0 343 0 0LG 11 2A-2om 12C Osw 0.350 0.091 n a 9.83 2.56 10.42 Z32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V6 2A-2om 2A-2om ' 0.350 0.350 0.201 a a a 9.83 9.83 5.65 33.95 33.95 4.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TJS13A- 2ocs 2A-2om 2A-2omd 0.350 0.620 a a 9.83 17.42 28.93 16.86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy C 12C-Osw 2A-2om 13A-2ocs 0.091 0.350 0.201 s s s 2.56 9.83 5.65 Z32 12.62 4.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vy I-G 2A-2om 12C-Osw 0.350 0.091 s w 9.83 2.56 11.89 Z32 0 0 0 0 0 0 0 0 0 68 0 56 0 143 0 130Vy 2A-2Dm 2A-2orn r 13A-2ocs 0.350 0.350 0.201 w w w 9.83 9.83 5.65 33.95 33.95 4.29 0 0 0 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 118 0 0 407 0 0 Ih-G VLO 111,10 12C-Osw 0.600 0,091 w 16.86 2.56 18.27 1.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L-D 11DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 71 71 52 100 270 270 197 378 F 2OP-11c 0.078 Z19 1.09 0 0 0 0 47 47 102 51 F 22Acol 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 35 113 Envelope loss/gain 52 65 938 1421 12 a) Infiltration 0 0 412 131 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 52 665 1351 1552 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 52 665 1351 1552 15 Duct loads 279/6 48% 14 321 271/6 481/6 362 750 Total room load 66 986 1713 2301 Air required (clm) 3 43 82 100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr pFstmofr 2018-Mar•12 09:04.33 A -- • - Right -Suite® Universal 2018 18.0.10 RSU23828 Page 8 ndAGRW\Lot92KensingionReserveSummodandAGRW.rup Cale - MJ8 House faces: W wrightsofrr Right-M Worksheet Job: LotMensington ReserveSu... Entire House Date: 06.03.15 By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 1 Room name BATH 2 BED 5 2 Exposed wall 16.0 11 23.5 It 3 Room height 8.0 It heat/cool 8.0 It heat/cool 4 5 Room dimensions Room area 10. 5 x 5.5 1t 57. 8 Ile 10. 5 x 13.0 ft 136. 5 Ile Ty Construction U-value Or HTM Area (ft) Load Area (112) Load number B1uWft2-'F) Bluh/112) or perimeter (fl) Btuh) or perimeter (fi) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W C 12C- Osw 2A- 2om 13A- 2ocs 0. 091 0. 350 0. 201 n n n 2. 56 9. 83 5. 65 232 1216 4. 29 0 0 0 0 0 0 0 0 0 0 0 0 1D4 0 0 104 0 0 266 0 0 241 0 0 v r- O 2A-2om 0.350 n 9.83 10.42 0 0 0 0 0 0 0 0 Vy L_-((^ 11 12C-Osw 0.091 a 2.56 232 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 9.83 33.95 0 0 0 0 0 0 0 0 2A• 2om 13A• 2ocs 0. 350 0. 201 a a 9. 83 5. 65 33. 95 4. 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2Dm 2A- 2omd 0. 350 0. 620 a a 9. 83 17. 42 28. 93 16. 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy Y-- G 12C- Osw 2A- 2om 13A• 2ocs 0. 091 0. 350 0. 201 s s 5 2. 56 9. 83 5. 65 2. 32 1262 4. 29 44 0 0 44 0 0 113 0 0 102 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VyImo^ 2A-2om 0.350 s 9.83 11.89 0 0 0 0 0 0 0 0 Vy 12C-Osw 0.091 w 2.56 2.32 84 69 176 160 84 69 176 160 2A- 2om 2A- 2om 13A• 2ocs 0. 350 0. 350 0. 201 w w w 9. 83 9. 83 5. 65 33. 95 33. 95 4. 29 0 15 0 0 0 0 0 148 0 0 509 0 0 15 0 0 0 0 0 148 0 0 509 0 I{_-( C;; v D' 11.10 12C- Osw 0. 600 0. 091 w 16.86 Z56 18. 27 1. 42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 RD 11DO 0.390 n 10.96 11.88 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.73 1.40 58 58 42 81 137 137 100 191 F 2OP-11c 0.078 219 1.09 58 58 127 63 134 134 294 146 F 22A-col 0.989 27.79 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 181 163 Envelope losstgain 605 1096 984 1410 12 a) Infiltration 244 77 359 114 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1850 1173 1343 1524 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 850 1173 1343 1524 15 Duct loads 279/e 489/6 228 567 270/6 48'/6 360 736 Total room load 1077 1740 1703 2260 Air required (cfm) I 1 1 52 76 82 99 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. riM- wr gMtooTt• 2018-Mar-1209:04:33 Right- SuileO Universal 2018 18.0.10 RSU23828 Page 9 ndAGRW\ Lol92KensingionReserveSummeriandAGRW.rup Calc - MJ8 House faces: W Duct System Summary Job: LotMensingtonReserv... wrightsoft' 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 3792 CRAWLEY DOWN LOOP, SANFORD, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.270 in/100ft 1283 cfm Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.270 in/100ft 1283 cfm 126 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matt Actual Ln (ft) Fig.Egv Ln (it) Trunk BATH c 114 3 5 0.461 4.0 Ox 0 VIFx 3.8 70.0 BATH 2 C 1740 52 76 0.349 6.0 Ox 0 VIFx 27.5 70.0 BED 2 c 858 36 37 0.328 6.0 Ox 0 VIFx 18.8 85.0 st2 BED 3 c 858 36 37 0.414 6.0 Ox 0 VIFx 12.1 70.0 BED 4 h 1201 58 50 0.380 6.0 Ox 0 VIFx 19.5 70.0 BED 5 C 2260 82 99 0.389 6.0 Ox 0 VIFx 17.4 70.0 GREAT RM h 3698 177 159 0.280 8.0 Ox 0 VIFx 29.4 92.0 sti GREAT RM-A h 3698 177 159 0.291 8.0 Ox 0 VIFx 24.7 92.0 sti LAUNDRY c 986 3 43 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT c 2301 82 100 0.413 6.0 Ox 0 VIFx 12.4 70.0 MASTER BATH c 815 30 36 0.312 5.0 Ox 0 VIFx 23.9 85.0 st2 MASTER SUITE C 3474 88 151 0.319 8.0 Ox 0 VIFx 21.6 85.0 st2 MASTER W.C. h 426 20 15 0.296 4.0 Ox 0 VIFx 29.7 85.0 st2 MASTER WIC h 252 12 10 0.309 4.0 Ox 0 VIFx 25.0 85.0 st2 MASTER WIC 2 h 353 17 13 0.306 4.0 Ox 0 VIFx 26.1 85.0 st2 NOOKWITCHEN h 5105 245 204 0.270 8.0 Ox0 VIFx 33.8 92.0 st1 POWDER h 1489 71 33 0.283 5.0 Ox 0 VIFx 28.0 92.0 SO STUDY h 1959 94 54 0.277 6.0 Ox 0 VIFx 30.8 92.0 sti Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) Cfm) FR fpm) in) in) Material Trunk SO Peak AV 765 611 0.270 548 16.0 0 x 0 VinlFlx st2 Peak AVF 203 262 0.296 480 10.0 0 x 0 VinlFlx wrlghtsoft• 2018-Mar-12 09:04:34 A:., Right -Suite® Universal 2018 18 0 10 RSU23828 Page 1 ndAGRW\Lol92KensingtonReserveSummartandAGRW.rup Calc = MJ8 House faces: W 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 2018-Mar-12 09 04:34 wrlghtsoft- Ri hl-Suite® Universal 2018 18 0.10 RSU23828 Page 2 ndAGRW\Lol92KensinglonReserveSummodandAGRW.rup Calc a MJ8 House laces: W FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: D This checklist O 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, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1'. 1 - one page) O A completed Envelope Leakage Test Report (usually one page) O 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 v6.0 3/12/2018 9:15:23 AM Page 1 of 1 T-------- ----------- I 11 I NOTE TO BUILDERMUST PROVIDE 1 INCH UNDERCUT BELOW DOORS II I II I JINRESTRICTED I 0 HABITABLE RUIN&I Transfer ducts/gr0ls sized In mpllance with Florida Residential Building I ode-MI602.4 balanced return air. I I I EXCEPTIONS 1-3 II I mAi1 II ,,• I N m 94 d U U M O CC L d O 4- +' O\3 3 Z I as - - - - wa 3.5 TON W/8KW E240V IPH platform by bldr 1843 plen scale i1/8'=110' 2444 rad 14x8 lwcd 160 8' I I MIA 2wcd I 155 k00Y 1 I 1 10x6 Iwcd 45 j 0 10 rag BODY 0 BLSAL lZr1M wools v 3' bath duct N to roof cap N L w/fan Q = CO X(,\ Nutone 6 6RNB F- v --s O 11 ]04 w t II e & V 1 4' x4 11 x4 15 Q110 > L 14x8e x6 lwcd 165 lwcd C. 5- _ I 1 4s1 8' rag Z U a Q 3 C1 8x4 lwc 6'-4' 14' U (IN 1 10x6 s (4- w 1 as 16x r o 40 r4ros } p O 0) d O cc 4 5 cd 10, 20x6 rag Z m L ( 4- +' O O\ 3 P 3 Z 4 b > M 3 W LU oj b 1 oA6' F— .--I x IOx6 1 v- s rle'-0' 0 M c a. V us o - 1 20x6 rag x _ T Ai—_ - ' sr ell 20x6 ng Vc cox6 Iw41rID' d WLiW Y X`IN4FSt------L TOx6Iwcd L RoosmLjj3n D lox rl Q Z rDr.r 85 W Z lay D3' bat d l t Q z L0 W to _roof _cap __ W I-._, I J ueaiFP. AMM w/ fan Z 2: V) M -- Nutone 696RNB Q 2: Z o Z Z (U LIJ p LIJ Q 0 O* NYc:> Rating Z N m W > Z Z O J Q H m W F— Q Z) J O Z Q M er th CID ( L J 00 0 piF 4mp--s SyM tzn-mod °2, p7' Q7i c.S r lr 2C5 w r v Y wd RECORD COPY I' jw 04 A t y vTr' ow 3 /1 SUIL S4RFORO0 A' 9RTTAE I R - 1 577 RECORD COPY DESCRIPTION AS FURNISHED: Lot 92, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. SP 18- 157? PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. ZONING EDAT Ok to construct single family home LOT 30 with setbacks and impervious area PALM HAMMOCK ALLOTMENT shown on plan. PB 1, JOGS 104-105 LOT 93 N00019'09, W 40.00' 23.47' 33.47' LOT 92 16.0 3.51x3.5' o LANAI o 5.00' 7 PROPOSED RESIDENCE O 00 g MODEL, SUMMERLAND-A 2 CAR GARAGE RIGHT r u6 U) ENTRY 5.00' 8'7' h d 3, DRIVE Sumrnerlo nc- , C.zR 5.00' 5.00' W 5.00' 9 T 10' UTIL ESMT ' h P.C. 124.44' 19 5' CONC. WALK CURB 8.9.)NO0019'09 "W 40.00' CRA XLEY DO TVN LOOP 50' R/W (PRIVATE ROAD) LOT 91 PROPOSED - FISHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONT • V )GIOWId J. nJ IVll1YIJl1LV FROM — PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR a ZO' PROPOSED DRAINAGE FLOW OY O IMPERVIOUS COVERAGE a 2,230t SQUARE FEET OR 48.SX SIDE a 5' FOR 40' LOTS LOT GRADING TYPE A 5 05t QQ` OQ LOT CONTAINS 4,600f SQUARE FEET SIDE 7.5' FOR 60' LOTS LMNG AREA CONTAINS 1,548t SQUARE FEET SIDE a 10' FOR 75' LOTSPROPOSEDFINISHFLOORPERPLANSe31.3 CONE LANAI PORCH CONTAINS 670t SQUARE FEET SIDE STREET = 25' CRUSI.'NMLTYTR—SCOTT ASSOC., INC. — LAND SURVEYORS LEGEND - UGC1D - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P •PLAT DL •POINT ON LINE FIELD TYP. • TYPICAL NOTES: I.P. . WON PIPE PAL • POINT OF REVERSE CURVATURE WON ROD P.C.C. PAINT OF COMPOUND CURVATURE 1. THE UNDERSICNED DOES NEREBY CERTIFY TINT INS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH Or THE FLORIDA BOARO OF GL MDNUHENi RA0. • RAC PROFESSIONAL SURVEYORS AND MAPPERS W CHAPTER SJ-17 FLON04 ADMINISTRATIVE CODE PURSUMIT TO SECTION 472.027, FLORIDA STATUES 1/2'CONITC SETIA. . 1/2' IA /BAR A396 NA. •BON -RADIAL y UNLESS EMBOSSED WITH SVRVEYDRY SIGNATURE AND ORIGINAL RAISED SEAL ?HIS SURVEY MAP OR COPIES ARE NOT VAL10. REC. RECOVERED VI. • VITHESS OINi J. AIDS SURVEY WAS PREPARED FROM 7111E MFORAN710N FURNISHED 7O THE SURVEYOR. (HERE ANY BE OTHER RESTRICTIONS PD. B. • POINT DF REDURIUIG CALL. •CALCULATED OR CASEMENTS THAT AFFECT TWS PROPERTY. PAL PAINT OF COMH[iICCMDIi AM • PERNAMENT RErERCNCE HOKKNIT 4. NO LWDERGROUNO WPROVEMEIM HAVE BECK LOCATED UNLESS OTHERWISE SHOWN. W • C MYMAIL A, DIS FF. • FINISHED FLOOR ELEVATION WAR • NAIL t D12K BSL • BUILDING SETBACK LINE y.• THIS SURVEY S PREPARED FOR INC SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/ V RIGHT-OF-VAY Bri • BENCIDNRK 0. OWENSIONS SHOWN FOR THE LOG110H OF WPROWAIENTS MERTON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. CSNT. CASCKENT B.D. RASE REARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (8.8.) DRAIN. DRAINAGE 0. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1920. UNLESS OTHERWSE MORD. U71LCD. H CHAINLINK FFJICC 9. CERTIFICATE OF AUTHORIZATION No. 4:196. VD, C. VOOD rCHCE CID • CONCRETE RACK SOALE — 1• . 20 DRAWN BY: P. C. • POINT OF CURVATURE P. H. • PAINT OF TANGENCY DESC. DESCRIPTION CERTTFlED BY: DATE ORDER No. R . RADILCNGiN PLOT PLAN 02-27-2018 1106-18 ARC D • DELTA CID C.S.HORD KARD,G NORTH N THIS BUILDING/PROPERTY DOES NOT UE WITH IN I— Ir J— THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER nRA# X. CRUS EVER, R.LS. / 714 ZONE X• MAP / 12117C0090F (09-28-07) '14ME5 W. SCO R.LS / 4801 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 A4'RO'. F www.AlTruss.com C omTRUIES t:LORID CORPORATION; o TRUSS ENGINEERING J J BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE ;o rm COUNTY: SEMINOLE 0 b LOT/BLK/MODEL: LOT:92 / MODEL:SUMMERLAND / ELEV:A / GAR R -11 JOB* 71472 MASTERM WRCSUAL5 OPTIONS: LANAI::BDRM 5 / BATH 2 (ABB) Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 Mo A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES AFLORIDACORPORATION RE: Job WRCSUAL5 Site Information: ustomer Info: RYAN HOMES Project Name: A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 ot/Block: Model: SUMMERLAND "A" ddress: Subdivision: ity: County: VARIES State: FL flame Address and License # of Structural Engineer of Record, If there is one, for the building. flame: License #: kddress: ity: _ 3eneral Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special oading Conditions): esign Code: FBC2017rrPI2014 Design Program: MiTek 20/20 8.1 Nind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf rhis package includes -88 individual, dated Truss Design Drawings and 16 Additional Drawings. Nith my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet onforrns to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. Jo. Seal # Truss Name Date No. Seal # Truss Name Date No. I Seal # Truss Name Date I A0222187 A01 1/17/18 13 A0222199 CJ2 1/17/18 25 IA0222211 FL04 1/17/18 A0222188 A02 1117/18 14 A0222200 CJ2P 1/17/18 26 IA0222212 FL05G 1/17/18 1 A0222189 A03 1/17/18 15 A0222201 CJ3 1/17/18 27 A0222213 FL06GE 1/17/18 1 A0222190 A04 1/17/18 16 1 A0222202 CAP 1/17/18 28 A0222214 FL07 1/17/18 i A0222191 A05 1/17/18 17 IA0222203 CJ5 1/17/18 29 A0222215 FL08 1/17/18 A0222192 A06 1/17/18 18 IA0222204 D01 1/17/18 30 A0222216 FL09G 1/17/18 A0222193 A07 1/17/18 19 A0222205 FG1 1/17/18 31 1 A0222217 FL10 1/17/18 1 A0222194 B01 1/17/18 20 A0222206 FG2 1/17/18 32 A0222218 FL11GE 1/17/18 I A0222195 B02 1/17/18 21 A0222207 FG3 1/17/18 33 A0222219 HBA 1/17/18 10 A0222196 B03 1/17/18 22 A0222208 FL01 1/17/18 34 A0222220 HAP 1117/18 11 A0222197 j B04 j 1/17/18 23 A0222209 1 FL02 1/17/18 1135 A0222221 HJ7 1/17118 12 IA0222198 I CA1/17/18 24 A0222210 1 FL03 1/17/18 1136 IA0222222 I J3A 1/17118 he truss drawings) referenced have been prepared by MTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses, td. truss Design Engineer's Name: Anthony Tombo III Ay license renewal date for the state of Florida is February 28,2019. 40TE:The seal on these drawings Indicate acceptance of professional engineering responsibility solely for the truss components shown. he suitability and use of components for any particular building Is the responsibility of the wilding designer, perANSIrTPI-1 Sec. 2. he Truss Design Drawing(s)(TDDIsn referenced have been prepared based on the onstruction documents (also referred to at times as 'Structural Engineering Documents) rovided by the Building Designer Indicating the nature and character of the work. he design criteria therein have been transferred to Anthony Tombo III PE by JAI Roof russes 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 rojecrs deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of protessiona ngineering responsibility for the design of the single Truss depicted on the TDD .4h T. T luilding Designer Is responsible for and shall coordinate and review the TDDs for ompatibility, with their written engineering requirements. Please review all TDDs and all elated notes. SERIAL #: 3B BC A2 2100 00 00 00 4C.12 87 DF Page 1 of 2 A M #== A-1 ROOF TRUSSES A FLORIDA CORPORATION RE: Job WRCSUAL5 Jo. Seal # Truss Name Date 17 A0222223 J6P 1/17118 18 A0222224 J7 1/17/18 19 A0222225 L01 1/17/18 10 A0222226 L02 1/17/18 11 A0222227 L03 1/17/18 12 A0222228 M6 1/17/18 13 A0222229 M6E 1/17/18 14 A0222230 MG7 1/17/18 15 A0222231 VM3 1/17118 16 A0222232 VM5 1/17/18 17 STDL01 STD. DETAIL 1/17/18 18 STDL02 STD. DETAIL 1/17/18 19 STDL03 STD. DETAIL 1/17/18 i0 STDL04 STD. DETAIL 1/17/18 A STDL05 STD. DETAIL 1/17/18 i2 STDL06 STD. DETAIL 1/17/18 i3 STDL07 STD. DETAIL 1/17/18 A STDL08 STD. DETAIL 1/17/18 i5 STDL09 STD. DETAIL 1/17/18 i6 STDL10 STD. DETAIL 1/17/18 i7 STDL11 STD. DETAIL 1/17/18 i8 STDL12 STD. DETAIL 1/17/18 i9 STDL13 STD. DETAIL 1/17/18 M STDL14 I STD. DETAIL 1/17/18 it STDL15 STD. DETAIL 1/17/113 i2 STDL16 I STD. DETAIL 1/17/18 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. N Page 2 of 2 Job Truss Truss Type Oty Ply HOMES / SUMMERLAND A0222187 WRCSUALs A01 Hip Girder 1 1 IRYANJobReference (optional) 9n17 ul — --in— in, Wnd Jan 17 td•19•11 9n1R Pane At Root Trusses. Fort vieree, FL iquot), oesgn`Ta7 Wss vom nun. v..cv a .w- — cv .. . 1..... — --.. _...-.....---- .__, _ ID:?sOOvllzBGko2hFpRYibzzzOpep-mSLgfvAX9xY?k 4Fh3o27nluwCKKbBSATUOZYNzuRF 1-0 7-" 12 4 9 17-7-7 23-0 0 30-" 1 1 7- 0 54-9 52-13 S4 8 7-0-0 1 L/ L• 7' „ .r. yr 4x10 = 2x4 II 3x8 = 5x10 MT20HS= 3x6 = 2x4 II 7-7 Dead Load DeB. = 5/16 Ir 400 = LOADING(psf) SPACING- 2-" CS'. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DI 1.25 TC 0.84 Vert(LL) 0.29 10-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.58 10-12 624 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.34 10-12 999 240 Weight: 164 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 20 SP No.3 WEDGE Left: 20 SP No.3, Right: 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 2494/0-3-8 (min. 0-2-1) 7 = 2494/0-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 8) Max Uplift 2 = 825(LC 4) 7 = 825(LC 5) Max Grav 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (tb) or less except when shown. TOPCHORD 2-3=-5140/1712, 3-20=-6367/2231, 20-21=-0367/2231, 4-21=-6367/2231, 4-22=-6367/2231, 22-23=-0367/2231, 23-24=-6367/2231, 5-24=-6367/2231, 5-25=-6390/2241, 25-26=-0390/2241, 6-26=-0390/2241, 6-7=-5135/1710 BOT CHORD 2-13=1489/4652, 13-27=-1485/4668, 27-28=1485/4668, 12-28=1485/4668, 12-29=2125/6390, 11-29=2125/6390, 11-30=-2125/6390, 10-30=2125/6390, 10-31 = 1490/4663, 31-32=-1490/4663, 9-32=1490/4663, 7-9=-1494/4648 WEBS 3-13=01504. 3-12=732/2061. WEBS 3-13=0/504, 3-12=732/2061, 4-12=-690/480, 5-10=-700/478, 6-10=746/2092, 6-9=0/494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-seoond gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; End., 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 bads. 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-" 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 825 lb uplift at joint 2 and 825 lb uplift at joint 7. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 238 lb up at 7-", 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 11-0-12 123 lb down and 143 lb up at 13-0-12, 123 lb down and 143 lb up at 15-0-0, 123 lb down and 143 Ib up at 16-11-4, 123 lb down and 143 lb up at 18-11-4, and 123 lb down and 143 lb up at 2D-114, and 240 lb down and 238 lb up at 23-" on top chord, and 365 lb down and 82 lb up at 7-", 88 lb down at 9-0-12, 88 Ib down at 11-0-12, 88 lb down at 13-0-12, 88 Ib down at 15-0-0, 88 Ib down at 16-11-4, 88 lb down at 18-114, and 88 lb down at 20-114, and 365 lb down and 82 lb up at 22-114 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, 3-6=-60, 6-8=-60, 14-17=20 Concentrated Loads (lb) Vert: 3=-193(F) 6=-193(F)11=70(F)13=365(F) 9=-365(F) 20=-123(F) 21=-123(F)22=-123(F) 23=123(1`) 24=123(F) 25=-123(F) 26=-123(F) 27=70(F) 28=-70(F) 29=70(F) 30=70(F) 31=-70(F) 32=70(F) r.y IW r.yxl,.n.r •al rotl 16194r911a•1 antx IOICt 1A01grsllSlW rmlr') s07allarpll'ra r1l e,r.,rsr nrm,. r,l„rgb+4pmlrr Irp 1 L,•.o. Pt rr•.•u,a sen a r+„r•.r asl. r lo.rt utdn.rrr,xrr.wrrlm•tors,.b•,epueuD.>r teP lr•d•Rmn n.n•worrrw„f.pno•+Mrreyrr,gsun,poi rmrr.renls.1k6'*a+nps,rrrnre,•r 9 MMonyT.TomboIll. D.E. I rwrbinnrgM nrnq VYr dtok.'b0—%.burgr. r bo" ko .6rartOrrG.r Y mob lr Mlrra6 rlml.b drr»rwwwrrr hwA•61pYdq Ong, •uY rrq Orrrm Y4! . 3 rwgr„ rrlr.ru,w,ra•rrorreenrrrunrrrllrsl..rsgrepalprarlrmrfurnadr arrromlrnrmrmunrlsnrrpnr•,Iwwerhr•run,e.ra...rin 445(St. (LdeBlvd. er. l•Yrlr Ir•apr••.gMdr.•,M,r Ibl nb,l),Igwa1014oMr4b4P•.•Innllm!'•r WrA U•p4xlr.,,a•lrrnlM. Fort Pierce, FL 34946 pplrto0} blAAdtwtlns+n•AuM.yI.Is 1.N,PJ. tee.l•dlbbMw4isallasispdiadaiMg6eaimep,•nsimbnA•)led lwssn•A"y1.Ink N.P1 Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND WRCSUAL5 A02 Hip 1 1 1 A0222188 A, 0-4T., r_ o:_ Job Reference (optional) sses, 1 ..,. 11 ar, VCJRJ11LYj0 1Iru55.Cgrr1 nun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 M7ek Industries, Inc. Wed Jan 17 14:36.32 2018r US II 4x6 = Dead Load Dell. - 3/6 Ir 3x4 = 4x6 = 3x4 = 54 WB= 3x4 = 3x6 II 2 e LOADING(psQ SPACING- 2-" CSI. DEFL in (toc) I/den Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.36 10-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.75 10-12 478 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.46 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.16 12-15 999 240 Weight: 133 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 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP N0.3 1-", Right 2x4 SP No.3 1-" BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in aoeordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = -74(LC 13) Max Uplift 2 =-357(LC 8) 8 =-357(LC 9) 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=-709/0, 3-4=2162/1409, 4-5=-1918/1412, 5.6=1918/1412, 6-7=-2162/1409, 7-8=709/0 BOT CHORD 2-12=1089/1904, 11-12=-1345/2186, 10-11=-1345/2186,8-10=-1092/1904 WEBS 4-12=94/494, 5-12=463/310, 5-10=463/310,6-10=-94/494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; End., 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-" 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 8. LOAD CASE(S) Standard r.rr• i{a r.yi,M r'1 mo IMlS14t1bid'l QrOl1 iroo r lomronniloxflmrluooutvrn'ra rahe+lr rrrr rrn r4x r,r wir rDa9rr w i.tr. o rl w.o>wsidna. er,i rN.r ra r m, rr rw rr 4rw rr r r r e. em ry 4 D.Udl IP Lr u+ r ltirW mlru+r Off I wgnO+•Mrr Yy+r.lnn4 s1 r 1Y 11.r Olt. rle ert4rrr r.n, rM Mthony T. TkMnta 111, V.E. Zt1 4 3 4a51 St. Lurie Blvd. Fort Pierce, FL 34946ppirNO}11{A•Itnl6rsrer•Ide.pl.lrl.ID,IJ. fepdrmwdOn/wmru,uorleanp.libml.id.a0eainnrn nrirhaA•Itwl6nrn•/dbgl.lrmM10./J. Job Truss Truss Type ty Ply HOMES / SUMMERLAND A0222189 WRCSUALS AO3 Hip 2 1IQ IRYANJobReference (optional) Al Root Trusses, Fort Pierce, FL 34946, oesgn(oBanruss.com kun: 0.72u 5 Ivov iz Lv e r runt: o. icv a ,vvv ,c cv i r m-cn o--- —, w—. 08V ID:?s0OvllzBGko2hFpRYibzzzOpep-jgTb4aBogYoLl EdpTrWCCNGe? 143E LTwolgcG Sxe 11 5x6 11 Dead Load Dell. = V161r 4x6 11 3x4 = 4X6 = 3x4 = 4x6 II LOADING(psf) SPACING- 20-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.5813-16 622 360 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.77 13-16 465 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.36 13-16 995 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.31-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purtins. BOTCHORD Rigid ceiling directly applied or 6-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 126010-3-8 (min.0-1-8) 9 = 126010-3-8 (min.0-1-8) Max Horz 2 = 89(LC 12) Max Uplift 2 = 339(LC 12) 9 = 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-1169/55, 34=-2186/1561, 4-5=-1968/1385,5.6=-1800/1341, 6-7=-196811385,7-8=-2186/1561, 8-9=-1169/55 BOT CHORD 2-13=-1261/1953,12-13=-961/1800, 11-12=-961/1800,9-11=-1266/1953 WEBS 4-13=-362/394,5-13-152/438, 6-11=-152/438.7-11=-362/394 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=5.0psf; 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-" tall by 2-" 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 339 lb uplift at joint 2 and 339 lb uplift at joint 9. LOAD CASE(S) Standard PLATES MT20 GRIP 244/190 Weight: 129 lb FT = 0% 9 D art• IYw r.+rytt.. r'u 10R IOAIS fwio'1 axW im6 r t0onorsmtmrmH"ItmeriltttYrr t•a 4p e r.trt.rw,rtst. rt.tt Myn.tiPal r ry t Lte. a ratesretbn. rn•..n. mr. r t•.. 7Nn Ot rYeteOrrwrMto•r,ai attwnay y.spt,flWtl*wlb W.wlrn ron.aq o/r Mf I. .nq.MYYYy/bvjrFwf4M.Yt/.IRI lY gav tiY.l s,.•aq Andwtry T. Tomtq 111, P.E. rnr don tw k-nbarrbbny.Y•tilt•{•t•,ro•1ta0•aMge•b elerw*•.er are/rO.rR•IMYd1.11••1 1Rt h,d rlbrRW.u/b6wt.E8lrbiraA•sYrMYq drYt•iryWry 8=3 Yttlg5f.11tl.Y.U•Mte.l•MIAdY'mnrrYn/O,r'tllln^eL1/W'1 11re Rt11•ISgt,de.ulYpel alM1ierftrnprrlr.ltlat/rlmf MY/•.Iwtt Mo'la•4w1ri0r.,a mI 44515t. Lucle Blvd. wnmlMhatrre•.I w•n•Mdt.M•d,M IV IwnM¢h/nbr01rhY4Mga.lmrSiml.e Wy uapnlenneYdriru. Fort Pierce, Fl. 34946 gpgEtO?il{Alheflmut•Ar•r•ll.lubr10,11. tepai111if•dlbif/remeu,ugel lN•itpdilindailWbeniDnPnoinirhaA•ItMlknwt•IdMa l.ba6•ID,/.1. Job Truss Truss Type aty Ply RYAN HOMES / SUMMERLAND WRCSUAL5 A04 Hip 2 1 A0222190 Job Reference o tlonal 'r c•..c. c ..-. v, vcay•o •a•uaa.wm -Vn. 0.14V a "Vv is cV i r 1rm6 0. 14V s NOV I [V I / Mr reK InCUSU1eS, mc. Wed Jan I r 14:;1b:34 2016' Page ID:?s00vlizBGko2hFpRYibzzzOpep-B I IzHwCORswabRogNBMIIOwNmPHNoglc9ScD8izuRI r1-0-0 6.5-13 13-0 0 17-0-0 23.63 30-0 0 31-0 0 Y-0 0 6-5-13 6.6-3 4-0-0 6-6-3 6.5 13 4x6 11 4x6 11 Dead Load De11. = 3116 Ir 9 D 4x6 II 3x4 = 4x6 = 30 = 4x6 II LOADING (psf) SPACING- 2-" CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Verl(LL) 0.45 11-20 799 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.60 11-13 596 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.31 13 999 240 Weight: 133 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No-2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-", Right 2x4 SP No.3 1-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. MiTek recommends that Stabilizers and requi 771crossbracingbeinstalledduringtrusserectio accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 = 126010-3-8 (min.0-1-8) Max Horz 2 = 104(LC 16) Max Uplift 2 = 358(LC 12) 9 = 358(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/170,3-4=-2249/1650, 4-5=-1926/1395, 5-6=-1532/1289, 6-7=-1926/1395, 7-8=-2249/1649, 8-9=-1078/170 BOT CHORD 2-13=1359/2017, 13-22=-845/1532, 12-22=-845/1532,12-23=-845/1532, 11-23=845/1532, 9-11=-1365/2017 WEBS 4-13=-465/531, 5-13=223/498, 7-11=-465/531, 6-11=222/498 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; End., 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 8 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 nonoDncurrent 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-" 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 358 lb uplift at joint 2 and 358 lb uplift at joint 9. LOAD CASE(S) Standard a+r• ir N rynr. r'L i ror! laiasl'tala'1 oow 1N0 r tomoremro4ltmrlr7,anetwrra r.ri ry r rnrri. W Uni r,•er pxfrr rq L udra a ro..a>tie er..n rn.r ari r n1,w ew rn drw rrr rnr arr„r+r.M.>rtR Mrw wmnr.u..t.nrrr+n.+•.na s+4rrryrrv ilm 4 rmM..rau o rynwpnrrrnrrn.sM II . r. dblourgNri bM•rl siftom,rAdS NnmAq rk1kpYr.brr•ddrdr B(rrr/r114uYrlal4 dtrUrwrY.lrintt d8r1 Oq *,vY rYq ddrr dlryt IhOIIF T. 8=Tom3 lll. V.E. wagry om- urnoa.riarrrunrrw,druuglwrfdyr,.e.pegrr4ririn rnd ee.,iri+eo -*n ml+enr..q.munran rin„rr.,l.,,rory.nrl,rrrn,4 3 r 4451St. Lucie Blvd. nluMrlrrr lyd•rt n Mdr MYabd M1imfMy6rwn101rrY4Mp •InnSrO!¢/NIYr Ugeernro IidY1M Fort DIMCt, FL 34946 rypir110101 /•1 MI ImKI • ArMry l.lr M N, IJ. Itpdreind Ibislremru, is rry lee irpolilihl.i0w10e nmM laainiabw A-)Gd 6nwt-ANMg 1.IwM0, /I. Job Truss Truss Type Oly Ply RYAN HOMES / SUMMERLAND A0222191 WRCSUAL,; A05 CommonI 5 1IIt, Job Reference (optional) Al Rooi I cusses, FOn YIeroe, FL A4two, oeslgriLwaitruss.corn mu". o. rcv s tvvv is cv r r rrnn. p. ,cu a 111— .c cv„ ,.o,c.. o.vva...-1 •••.,. •• w „o., .w...., .., . oy.. ID:?s0OvllzBGko2hFpRYibzzzOpep-fDaLVGD2C92RObNOwut_HdTbepdVX18mO6Mmg9zuRE 1-0 8-0.0 15-0-0 22-0 1 30 0 0 1 8-0.0 7-0-1 7-0-0 7-11-15 s.00 12 416 _ 30 = 4x6 = 3x4 = 4x6 II 4x6 II Dead Load Dell. = 114 Ir k LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.43 12-14 841 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.6812-14 533 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.62 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.18 12-14 999 240 Weight: 137 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-O, Right 20 SP No.3 1-0-0 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purtins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during thus erection, in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 10 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 118(LC 12) Max Uplift 2 = 374(LC 12) 10 = 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-944/109. 3-4=2207/1601, 4-5=-1996/1528, 5-6=-1909/1552, 6-7=- 1909/1552, 7-8=- 1996/1528, 8-9=-2207/1601, 9-10=-944/109 BOTCHORD 2-14=-1295/1966, 14-23=-737/1363, 13-23=-737/1363, 13-24 =737/1363, 12-24=-737/1363,10-12=-1299/1966 WEBS 6-12=471n01, 8-12=-425/553, 6-14=471/701, 4-14=-425/554 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=5.0psf; 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) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 fist 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-" wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 2 and 374 lb uplift at joint 10. LOAD CASE(S) Standard b-r~ hno.sln b'LI W IIn9Sl'YIM am IRS a latlrolst1sm41vrtrlmxmaswr ba bear lio9/Y M M Yn MAC tYlrr b Itl,M b1Nb Or qry tlrMndbb Nl ltrhntby bpsD.Yd+11Tr=1bWwltl rWt ro4 l t++tl"Plillp.11+M Mtlgllr 7. Tomtw III-D.E. dw46t1nubg1iYlbbrrtrNtlr46 Ar,b Owit ereMtp•MMYIwy=.YrarW/r f.rYr dMlYrolrtlN er pd4Y111dwhY.u/b4Rf.=ft%kr,IdA=olrtMbgOrwtinP=-Id 80083 bltlgYyr.d4YY. 0 on W dab Loom pem no F"I"ab w4um"IftUna. xiilbbrb Inns' wtmdb pd pbo. ROOMb.g 4451 St. Lucie BNd. Ane Wrhrlttlr pN4=IMdpb+Mnl lNlmtbYp h/wnWIbOY M¢n=lmtf/m!p=a4,WY{tlgWdntnoldlYlM1l. Fort Pierce, FL 34946 p( ppi{170J01{ItMllntw•IA gI1 MI0,r1.4pdr dllnMroL'srryhlahpddiMo6Mdemm rnrasuw6nA•IGdbafet•bdg1.1 10./.[. Job Truss Truss Type aty Ply RYAN HOMES / SUMMERLAND WRCSUAL5 A06 Hip 1 1 A0222192 Job Reference (optional) e' r y•a •vva.w„• nu,,. o. ,cv a nvv ,c cv t r rnnc o.icv s rvov 1c ZVl i mop ex 1rlousmes, inc. Weo Jan 17 14:36:36 2018 ID.?sOQvllzBGko2hFoRYibz2zOneo-7PAiirFn2TAI dvr:I lrnnnr)nn17AmWnvedm,Slrr 7x/0 MT20HSG 3x6 = 40 4x6 = Dead Load Dell. = 3/B or 1. 1Z 3x8 MTZOHS I I 3x4 - 5X6 WB= 3x4 = 3x6 II 1_-- 9-" 21-" 30-" 9-M 12.0.0 l onrl Plate Offsets KY)— 12:0-4-3.Edael,14:0-4-12,Edael,15:0-3-0.Edael,110:0-4-3.Edgel LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.37 12-14 985 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.76 12-14 471 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WS 0.47 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.15 12-21 999 240 Weight: 138 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 "Except" T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 20 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1.6-0, Right 2x4 SP No.3 1.6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-0-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 10 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 86(LC 13) Max Uplift 2 = 336(LC 12) 10 = 413(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-093/0, 34=2211/1469, 4-0=-1853/1498, 6-7=-1939/1471, 7-8=-1919/1427, 8-9=-2163/1425, 9-10=709/0 BOT CHORD 2-14=-1155/1961, 13-14r1362/2179, 12-13=1362/2179, 10-12=1107/1905 WEBS 4-14=-03/488, 7-14=471/262, 7-12=318/312, 8-12=-95/493 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.0pst: 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 8 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 24)-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 336 lb uplift at joint 2 and 413 lb uplift at joint 10. 9) Graphical purtin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. LOAD CASE(S) Standard ham•IYe,rujlt,Ntir Yt IOW 1115%1NIIrl GM Ito r(1111 1{mmor"Ir1&MUMWIm toh 6so Pwt wo d w.MImt My"(114rrto" I.Lb§ 1114o9rbYnk Yntd.et Olt.rIII.. alNnne, Irm,rMmrrMmlYmrbtlmfeyu*eD.Yr Rl wldl+..!al,*m.b..cotorrrr,rLra ny.drub/yoapbmtpw.rleq..rouotlymvy.wrrintrl,.rrt Anthony T.Tombo111.D.E. 1wld.ldln%ub.7 Ibbw4mioohlom.YOw,i I gwpbwft •.bl,arO0Y0./,Wlimi&wdyaYrIN. 0,gn14r 1110.14 Wu dY trPMO t•Iboibirefoop, 4 380083 rI4Y1\fyWWOM ,. UlMfdtdbM Ri.II, PLOW NO Fil nob Woo beplow upow Pe4ld/r If in woull w,dxdblyd*bl a1/,>•tM,ml•dOit.IkatdYM1mtM dnblddhrlr.I M.b mYIAdPMbuhtd 11,ImtA vp,iwtbn l xrbmt l.ilO,.,.Yn 4451 St. Lucie Blvd. A W6p,xM lbblYlAtq..IntSpll w4glWq dgoldbwwatlwl.IM. Fort Pierce, FL 34946 h1+gb0701AA• Ilyd6ntrt•Aopgl.la.M11,r1. bpoldweltheMweu,untl.rit tlbudadwlbeniln/m.inia6mA•IWhismn•Ad w11.1mMI0,1`1 Job Truss Truss Type RYAN HOMES / SUMMERLAND A0222193 WRCSUAL5 A07 Roof Special Girder 1QtY1 PIY 1 I. Job Reference (optional) Al Root Trusses, Fort Pierce, FL S4'J4b, design(galRUSS.comt Run; O.l 4u5 NOV r[LVgf r not. 0. 04V a,vvv ,G CV„ mn ew . ...,e., .v- ••ev .rW., 4x4 = Dead load Dell. = 5116 it 5x6 = 4x8 = 6x6 = 3x8 = 6x6 = WO = 10410 18-6-4 23-" 30-" to E n 7-10d 4 5-12 7 Plate Offsets (X Y) - p•0-5-00-2-01 19:0.0-0 0.0-101 111.0-3-0 0-441 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) t/deft Ud PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.31 11-12 >999 360 MT20 244/190 TCDL ' 10. 0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.60 11-12 >597 240 BCLL 0. 0 Rep Stress Ina NO WB 0,85 Horz(CT) 0.12 9 n/a n/a BCDL 10. 0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.34 11-12 >999 240 Weight: 172 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 *Except* T4: 2x4 SP M 30 BOT CHORD 2x6 SP No.2 *Except' 82: 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 6-1-5 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/ size) 2 = 1833/ 0-3-8 (min. 0-2-3) 9 = 2704/ 0-3-8 (min. 0-2-4) Max Horz 2 = 86( LC 9) Max Uplift 2 = 489( LC 8) 9 = 841( LC 9) Max Grav 2 = 1833( LC 1) 9 = 2704( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 3609/980, 3-4=3292/933, 4-5=- 3275/921, 5-6=5853/1818, 6-7=- 5853/1818, 7-8=-5580/1741, 8-9=- 5628/1777 BOT CHORD 2-14=- 879/3248, 13-14=-1419/5216, 12-13= 141915216, 12-21=1494/5196, 11-21=- 1494/5196, 9-11=1553/5083 WEBS 3- 14=- 334/293,4-14=-589/2220, 5-14= 2957/1021, 5-12=409/924, Cnntinuad nn nane 2 WEBS 3- 14= 334/293, 4-14=-589/2220, 5-14= 2957/1021, 5-12=409/924, 6-12=- 282/189, 7-12=318/809, 7-11= 270/1190, 8-11=-139/255 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=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 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-" 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 489 lb uplift at joint 2 and $41 lb uplift at joint 9. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10. 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36 hasthave been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. 9) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 238 lb up at 23-" on top chord, and 1354 lb down and 452 lb up at 21-4-12, and 365 lb down and 82 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, toads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase= 1.25 Uniform Loads ( pit) Vert: 1- 4=-62, 4-5=-62, 5-7=-63, 7-10=-62, 15-18=- 21 Concentrated Loads ( lb) Vert: 7= 1 93(B) 11 =365(B) 21=-1354(B) 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1. 25, Plate Increase=1.25 Uniform Loads ( pit) Vert: 1. 4=52, 4-5=-52, 5-7=52, 7-10=52, 15-18= 21 Concentrated Loads ( lb) Vert: 7= 164(B) 11=324(B) 21=-1179(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1. 25, Plate Increase=1.25 Uniform Loads ( pit) Vert: 1- 4=21, 4-5=-21, 5-7=21, 7-10=21, 15-18= 41 Concentrated Loads ( lb) Vert: 7= 93(B)11=-334(B) 21=948(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase= 1.60, Plate Increase=1.60 Uniform Loads ( plf) Vert: 1- 2=47, 2-4=24, 4-5=25, 5-7=20, 7-9=25, 9-10= 15, 15-18=-11 Horz: 1- 2=-58, 2-4=35, 4-5=36, 7-9=36, 9-10=26 Concentrated Loads ( lb) Vert: 7= 159(B) 11=58(B) 21=442(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase= 1.60, Plate Increase=1.60 Uniform Loads ( pit) Vert: 1- 2=15, 24=25, 4-5=24, 5-7=37, 7-9=24, 9-10= 47, 15-18=-11 Horz: 1- 2=-26, 24=-36, 4-5=35, 7-9=35, 9-10=58 Concentrated Loads ( lb) Vert: 7= 138(B)11=58(B) 21=442(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase= 1.60, Plate Increase=1.60 Uniform Loads ( plf) Vert: 1- 2=4, 2-4=-6, 4-5=-5, 5-7=-10, 7-9=-5, 9-10=5, 15-18= 21 Horz: 1- 2=-25, 24=15, 4-5=16, 7-9=16, 9-10=26 Concentrated Loads ( lb) bir•IN Y. j1I M.r'1110W Ip1yS lerj QIIW Ito $ IDmllglf IISWY(1111hIdNAl6Arrra Ir/r 4fj r rr r 1 n M Imf I ya•A(ILL9rr liq 14s0.11Ib a11N Idn Ymi.wr O.1 r ».) rlN e rlr rrt,rrb»wsr Ir tnnryt sDr.MhP+lrur»r.n.oM.orrxarrtyw.,wrrreyrrvpn.r,pw r»M..rnN.Irre mop tirr,rrr,.rrt Anthwy T. Tombo III, P.E. r ur. nlnur }Mrier rrOn.ro trt•Wq.r FY4rYp..r Orra.r i rr YdlY4oe wI M Id 8M3 brYgYy r6 r ur dgoM»rr rFWrnrraWY(b4rLglrOQd IYO/111nrSitnidsdr l rtn 41i(inr eo>ern+rrsnrrlonr,+.,Inrryl.rl ne ee s,rro 4451 5t. Lucie Blvd. Gnl YMhrlrpl sl4 Y.Kti AdpMNrr TIP IMP boh w o Nl bW"bd;W. NoSrs. l4 s r.RIrYq. Fort Pierce, FL 34946 b(gpitbOtP161• Ibdlmtrt•A Ig1.IrMN,1.1. tepdroboddnl Iml,umbraitpdiliM.iO a6eaionpr.uiwiYwA•Ilwl6Mxt•bt1M 1.ImM10,f.1. Job Truss Truss Type Qty Pb RYAN HOMES / SUMMERLAND WRCSUAL5 A07 Roof Special Girder 1 1 A0222193 4 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, desgneallruss.com LOAD CASE(S) Standard Concentrated Loads (lb) Vert 7=231(8) 11=82(8) 21=452(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=-5, 4-5=-6, 5-7=7, 7-9=-6. 9-10=4, 15-18=21 Horz: 1-2=-26, 2-4=-16, 4-5=15, 7-9=15, 9-10=25 Concentrated Loads (lb) Vert: 7=210(B)11=82(B) 21=452(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2-4=37, 4-5=20, 5-7=20, 7-9=20, 9-10=10, 15-18=-11 Horz: 1-2=-38, 24=48, 4-5=31, 7-9=31, 9-10=21 Concentrated Loads (lb) Vert: 7=165(B)11=58(B)21=442(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=10, 2-4=20, 4-5=37, 5-7=37, 7-9=37, 9-10=27, 15-18=-11 Horz: 1-2=-21, 2-4=31, 4-5=48, 7-9=48, 9-10=38 Concentrated Loads (lb) Vert: 7=122(B)11=58(B) 21=442(B) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=27, 2-4=37, 4-5=20, 5-7=20, 7-9=20, 9-10=10, 15-18=41 Horz: 1-2=-38, 2-4=-48, 4-5=31, 7-9=31, 9-10=21 Concentrated Loads (lb) Vert: 7=165(B)11=58(B) 21=442(B) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pin Vert: 1-2=10, 2-4=20, 4-5=37, 5-7=37, 7-9=37, 9-10=27,15-18=-11 Horz: 1-2=-21, 2-4=31, 4-5=48, 7-9=48, 9-10=38 Concentrated Loads (lb) Vert: 7= 1 22(B) 11 =58(B) 21=442(8) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=7, 4-5=10, 5-7=10, 7-9=10, 9-10=-0, 15-18=-21 Horz: 1-2=-38, 2-4=-28, 4-5=11, 7-9=11, 9-10=21 Concentrated Loads (lb) Vert: 7=238(B)11=82(8) 21=452(B) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-0, 2-4=10, 4-5=7, 5-7=7, 7-9=7, 9-10=17, 15-18=21 Horz: 1-2=21, 2-4=11, 4-5=28, 7-9=28, 9-10=38 Concentrated Loads (lb) Vert: 7=195(B)11=82(8) 21=452(B) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-4=21, 4-5=-21, 5-7=-21, 7-10=-21, 15-18=21 Concentrated Loads (lb) Vert: 7=76(B)11=-202(B) 21=-654(8) 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-33, 24=41, 4-5=-40, 5-7=-44, 7-9=-40, 9-10=33, 15-18=-21 Horz: 1-2=-19, 2-4=11, 4-5=12, 7-9=12, 9-10=19 Concentrated Loads (lb) Vert 7=170(8) 11=42(B) 21=180(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Run: 3.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 14:36:37 2018 Page ID:?sDCMIzBGko2hFpRYibzzzOpep-bciSvyElknl9SvXP2JvSN2YtNcJn?L42rpr111 zuRE Standard Uniform Loads (pif) Vert: 1-2=-33, 2-4=-40, 4-5=41, 5-7=31, 7-9=-41, 9-10=-33, 15-18=-21 Horz: 1-2=49, 2-4=42, 4-5=11, 7-9=11, 9-10=19 Concentrated Loads (lb) Vert: 7=154(8) 11=42(B) 21=180(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=-23, 24=-31, 4-5=-44, 5-7=-44, 7-9=-44, 9-10=37, 15-18=21 Horz: 1-2=-29, 24=-21, 4-5=8, 7-9=8, 9-10=15 Concentrated Loads (lb) Vert: 7=175(8) 11=42(B) 21=180(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pIf) Vert: 1-2=-37, 24=-44, 4-5=31, 5-7=31, 7-9=31, 9-10=23, 15-18=21 Horz: 1-2=45, 2-4=-8, 4-5=21, 7-9=21, 9-10=29 Concentrated Loads (lb) Vert: 7=143(B)11=42(B) 21=180(B) 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-62, 4-5=-22, 5-7=23, 7-10=22, 15-18=21 Concentrated Loads (lb) Vert: 7=-290(B)11=365(B) 21=-1354(B) 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 141=22, 4-5=-62, 5-7=-63, 7-10=62, 15-18=-21 Concentrated Loads (lb) Vert: 7=193(1211) 11=365(B) 21=-1354(B) 21) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-52, 4-5=-22, 5-7=-22, 7-10=22, 15-18=21 Concentrated Loads (lb) Vert: 7=236(B) 11=-324(B) 21=-1179(B) 22) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 14=22, 4-5=-52, 5-7=-52, 7-10=-52, 15-18=21 Concentrated Loads (lb) Vert: 7=164(B) 11=324(B) 21=-1179(B) 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=47, 24=24, 4-5=25, 5-7=20, 7-9=25, 9-10=15, 15-18=41 Horz: 1-2=-58, 2-4=-35, 4-5=36, 7-9=36, 9-10=26 Concentrated Loads (lb) Vert: 7=-148(B) 11=224(B) 21=-584(B) 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=15, 24=25, 4-5=24, 5-7=37, 7-9=24, 9-10=47,15-18=-11 Horz: 1-2=-26, 24=-36, 4-5=35, 7-9=35, 9-10=58 Concentrated Loads (lb) Vert: 7=460(B) 11=-224(B) 21=-584(B) 25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Leff: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 24=-6, 4-5=-5, 5-7=-10, 7-9=-5, 9-10=5, 15-18=-21 Horz: 1-2=45, 2-4=45, 4-5=16, 7-9=16, 9-10=26 Concentrated Loads (lb) Vert: 7=76(B) 11=-200(B) 21=574(B) Standard 26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=5, 2-4=-5, 4-5=-6, 5-7=7, 7-9=-6, 9-10=4, 15-18=21 Horz: 1-2=-26, 2-4=16, 4-5=15, 7-9=15, 9-10=25 Concentrated Loads (lb) Vert: 7=438(B)11=-200(B) 21=574(B) 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pn Vert: 1-2=27, 2-4=37, 4-5=20, 5-7=20, 7-9=20, 9-10=10, 15-18=41 Horz: 1-2=-38, 2-4= 48, 4-5=31, 7-9=31, 9-10=21 Concentrated Loads (lb) Vert: 7=142(8) 11=-224(B) 21=-584(B) 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=10, 2-4=20, 4-5=37, 5-7=37, 7-9=37, 9-10=27,15-18=-11 Horz: 1-2=-21, 2-4=31, 4-5=48, 7-9=48, 9-10=38 Concentrated Loads (lb) Vert: 7= 166(8) 11 =-224(B) 21=-584(B) 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=27, 2-4=37, 4-5=20, 5-7=20, 7-9=20, 9-10=10,15-18=41 Horz: 1-2=-38, 2-4=-48, 4-5=31, 7-9=31, 9-10=21 Concentrated Loads (lb) Vert: 7=142(B) 11=-224(B) 21=-584(B) 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=10, 2-4=20, 4-5=37, 5-7=37, 7-9=37, 9-10=27,15-18=-11 Horz: 1-2=-21, 2-4= 31, 4-5=48, 7-9=48, 9-10=38 Concentrated Loads (lb) Vert: 7=466(B) 11=-224(B) 21=-584(B) 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=17, 2-4=7, 4-5=10, 5-7=10, 7-9=-10, 9-10=-0, 15-18=-21 Horz: 1-2=-38, 2-4=-28, 4-5=11, 7-9=11, 9-10=21 Concentrated Loads (lb) Vert: 7=-69(B) 11=-200(B) 21=574(B) 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-O, 2-4=10, 4-5=7, 5-7=7, 7-9=7, 9-1007,15-18=21 Horz: 1-2=-21, 2-4=11, 4-5=28, 7-9=28, 9-10=38 Concentrated Loads (lb) Vert: 7=94(B) 11=-200(B) 21=574(121) 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (pit) Vert: 1-2=33, 2-4=-41, 4-5=-40, 5-7=-44, 7-9=40, 9-10=33, 15-18=-21 Horz: 1-2=-19, 2-4=-11, 4-5=12, 7-9=12, 9-10=19 Concentrated Loads (lb) Vert: 7=-115(B) 11=281(B) 21=-908(B) 34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) t ontinued on page J ttwlr• rrm r..pq ANY. r•r t matnntsf4tlel OrIW tmn r WrOlg1{I1SIOrt fntulmwuwtrr to HW Yp p'rrtrn/m.Mt.nMup lu.yprgrr ta.l t.tr, art rd...11Ntdn. K,ta.'w or. r tt•..0 1N drM.YrM rYti.Y,dl urlm Yup h*spy,lPa l wr)bur..11NA.....M.p Y rl.YtmpfY Yrlry/Yv Un Y/u1.YArr..r llN. bleep nv l,rrt,u.rrt Anthony T. Tombo III, P.E. r../Ml.ubq Y.vngnHry 4hw,b0.w i ercAgr.vYll y..ru/l/rtl.YQrMNM1Y uYrIM. O d YDr.IW.u rintr..d811 r Or7ti.dY rYgtldMYngi.Yry 08M3 ktaRkywalbom. 4451 Jude Blvd. iOnM,YM11 f.MAr.Yngk lt.M Uubll 1b.6.tbYpFMwM01bIilqp4w..I.0/0.lAr.der Mimi U.rrwnnnldlbIM Fort Pierce, FL 34946 gpgtlONI/A•Illllhlstss•WMg1.ImMN,/J. teplb0illdr6islwe.lu,ilnftw.,hptli6ikd+i6Mtkainnpaeitw 6»A•llwllnfKs•A rl.Ire6 l0,rJ. Job Truss Truss Type Ply RYAN HOMES / SUMMERLAND A0222193 WRCSUAL§ A07 Roof Special Girder jOtY1 1 Job Reference (optional) Al KOOT irusses,ronfierce,rL jgtKo,oestgn(aaitu55.o nt MUM 0.i4wb .v. ,«u,,,,,r•o.w.,•,.• •. ,.. ID:?sOQWIzBGko2hFpRYbzzzOpep•bci5vyE Iknl9SvXP2JvSN2Y W cJn?tA2rpr111 zuRE LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=33, 2-4=-40, 4-5=-41, 5-7=-31, 7-9=-41, 9-10=33, 15-18=-21 Horz: 1-2=-19, 2-4=12, 4-5=11, 7-9=11, 9-10=19 Concentrated Loads (lb) Vert: 7=125(B) 11=281(B) 21=-908(8) 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=23, 24=-31, 4-5=-44, 5-7=-44, 7-9=-44, 9-10=37, 15-18=-21 Horz: 1-2=-29, 2-4=21, 4-5=8, 7-9=8, 9-10=15 Concentrated Loads (lb) Vert: 7=111(B) 11=-281(B) 21=-908(B) 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=37, 24=-44, 4-5=31, 5-7=31, 7-9=-31, 9-10=23, 15-18=-21 Horz: 1-2=-15, 24=-8, 4-5=21, 7-9=21, 9-10=29 Concentrated Loads (lb) Vert: 7=129(B) 11=-281(B) 21=-908(B) uty rYn Y jlf,.Y.M1 i F9[f fOiy!(911a' Q4r11 fm4 r (4C11grSImW4rrr411rN4RaNIR ra r 4 W p.nn.r r m.wrmtr,*rrwrPralrr f. ssra,rt rArw 9rrona. IinM.l ml r rM,M rf ri t4rr.wrsfu r ar r e.nrybp p,.1/ErJ!•+)6ur wlr rW.I.a/rr if l w Amr WyAnthem T. Tombo 111, D.E. rwdin sur.rrbrbrWonjolist arr0't dt ly rswift ry.Yr.bt*%In.rp•80BB3 rmy y.ri. sw.. own rr rmrrranrNrnrsrrrrbR rtgr a priprrerbtnrwrm" lop.rrrn atmnr 4451 St. UK* Blvd. art Wrflrftrw rq gMAr rtr dd no IMONP 6Mw HIM rrrgMpw. Im%Wmfge egrYn amptim'.1madwbat Fort Pierce, FL 34946 trypyNOlIIIA•Itwilnnes•AArry11mMIU, IJ. tepodeoir rad'nlwrsnr.'srrylwr•odd'dihd.ibreMmints pa hsin6roA-ltmlhosts- WIw11.IwMm,/J. Job Truss Truss Type ob Ply RYAN HOMES / SUMMERLAND WRCSUAL5 B01 Hip Girder 1 1 A0222194 Job Reference (optional) nu,,. o. ,cu s nvv ,c cu, r rnrn: o. l[u 5 mov i[ zuj i mi i ex mousmes, Inc. wea Jan 7 / 14:36:38 Zola. Page ID:?s0OvllzBGko2hFpRrbzzzOpep-3oGU71FwV4O0436bcl OhvG5690i7kTGC44aRHTzuRI 1-0-0, 74).0 _ 10-0-0 214-0 22 1-0.0 7-0-0 1 O 3 8 0 I 7-0-0 1:- 0 1/81r Us 11 1.Sx4 11 5x8 = , 1.Sx4 II 64 11 7.0-0 + 10-8-0 + 14-0 214-0 7-M %A n gas 7 —1 Plate Offsets (X,Y)— 12:0-2-11,0-0-121,14:0-14,0-2-81,16:0-1-4,0-2-81,18:0-2-11,0-0-121 111:0-4-0 0-3-01 LOADING (psf) SPACING- 24)-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.14 11-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.28 11-12 921 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.16 10-11 999 240 Weight: 100 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-", Right 2x4 SP No.3 1-" BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-6 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 = 1761/0-3-8 (min.0.1-8) 8 = 176110-3-8 (min.0-1-8) Max Horz 2 = 59(LC 9) Max Uplift 2 = 582(LC 8) 8 = 582(LC 9) Max Grav 2 = 1761(LC 1) 8 = 1761(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1215/236, 34=3341/1086, 4-21=-3490/1203,5-21=-3490/1203, 5-22=-3490/1203, 6-22=-3490/1203, 6-7=-3341/1086, 7-8=1215/236 BOT CHORD 2-12=-946/2997, 12-23=-945/3014, 11-23=-945/3014, 11-24=-904/3014, 10-24=904/3014, 8-10=-906/2997 WEBS 4-12=0/503, 4-11=-267f735, 5-11=-575/384, 6-11=2677735, 6-10=0/503 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.Opst; h=25ft; Cat. II; Exp C; End., 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 582 lb uplift at joint 2 and 582 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 238 lb up at 7-M, 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 1041-0, and 123 lb down and 143 lb up at 12-3-4, and 240 lb down and 238 lb up at 14-4-0 on top chord, and 365 lb down and 82 lb up at 7-", 88 lb down at 9-0-12, 88 lb down at 10-8-0, and 88 lb down at 12-34, and 365 lb down and 82 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the 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, 4-0=-60, 6-9=-60, 13-17=20 Concentrated Loads (lb) Vert: 4=193(8) 6=-193(8) 12=365(B)11=-70(8) 5=-123(B)10=-365(8)21=-123(B)22=-123(B) 23=70(B) 24=70(13) a,y nar.yp,s W& I M INSIBriurl, gnu 11G6uomaflsnsm rnikrllmlfa>Dgfrrr. l„A wp p.n„r rrn.r,t„n,*e.ryp rr Irr1 t.l,a,o rt rm SNr14,. Y,d w„ mi r gf.M s4,la•,,1Y„r/Mwrrr abb Nl b,b, r,T1 PW.11 l lbul wlAnp„,mP.rrpref ITn,n9,RrrYyrrr,lm,lgol r111r1.i 1M11 AMl4wN1 4rrla lea "so"" Anthony T. Tombo III, D.E. I . r.urMu.ur.11,rrler„ ,allrra.,ro..r,m.cr9do1b ubibu .-bu erru.rarrel. llubNO . r,rrrnr w.rrl, eddMbe rer,,wm edlo" rrr aryrI 8W3rmrlry.rlru,.u r,rr.rmrrpumrprr„rrlr mr.Itrogropolllydrlllnrwin,de.olrp drd 0M&wb„q,.mmnranrran,r,y..Imrapbp.rin,errs,,rma- 4451 St. LkK1e 8Md. do 4"61r(rwi,pr1 be")?down "W WMANP6/rsslfrr0r14bop" w nS/asl4r rgW/A. dsplrsa,u 6rr 1111 Fort Pierce, FL 34946 Gry+i{MO?01{blled lat,n•AcMryl.IrhIII, rJ. kpd.aiwdlEn/werq,'seel Iva i,pdilnd.iMme goen.pa i,ubraA•Ifwlhu,e,•{glalt.IMMIll. r.1. Job Thus Truss Type Ply RYAN HOMES / SUMMERLAND A0222195 WRCSUALS B02 Hip 10tyI Job Reference (optional) Al Roof Trusses, Fon Pierce, FL 34`Wb, cieslgn(g)allNss.com rcun: o. i4v 5 mov rc cv r i —4. o. rcv s rvvv rc cv - - mr rcn --- --u-w, •.— •• • • •.. • uyo ID:?s0ovl IzBGko2hFpRYbzzzOpep•X_gsKeGYGOZIiDhn9kywSTdMNO39Tz2UJK j)wzuRI 1-0-0 6 5 9-0-0 12 0 1S3 11 21-4-0 22-" 1-0 0 6 5 2-11-11 34-0 2-11-11 6-0-5 1 0-0 4x4 = 4x4 = Dead Load Dell. - 1/8 Ir 3x6 11 3x4 = 3x4 = 3x4 = US II LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Udelf Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.12 11-20 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.26 /1-20 978 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.10 13-16 999 240 Weight: 97 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-", Right 20 SP No.3 1-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-58 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Auide. REACTIONS. (lb/size) 2 = 913/0-3-8 (min.0-1-8) 9 = 913/0-3-8 (min.0-1-8) Max Horz 2 = 74(LC 13) Max Uplift 2 = 260(LC 12) 9 = 260(LC 13) Max Grav 2 = 913(LC 1) 9 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-838/87, 3-4=-1444/1057, 4-5=-1220/916, 5.6=1095/885, 6-7=-1220/916, 7-8=1444/1057, 8-9=-838/87 BOT CHORD 2-13=-819/1282, 12-13=-569/1095, 11-12=-569/1095,9-1 1 =-824/1282 WEBS 4-13=-310/347, 513=-171/305, 6-11=171/305, 7-11=310/347 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=5.0psf: h=25ft; Cat. II; Exp C; End., 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 8 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 nonconcurrenl 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-" wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 2 and 260 lb uplift at joint 9. LOAD CASE(S) Standard aq• ne, e..rpror. r'1a I4U sOlII4 fftilul ONII iWei IOmlghllQW jlnBIrOl0e1lirrrr ti aperyr.rrrrrrr,.rrl.,rw+rDQlrr rr 1 nee.t rsnyeidn n. er,re..e• md. r ntirt b1Wn•or IMt JeM.IYMro.brdl Inlet My bpsD•.sr••tbpr.)buW wroArs•n.../.n1•A••gr.r•bMY WYgplrnsgadnrlA M•.r nu• Ely av+p•ti b44 n,.rYr Anthony T. Tombo III: D.E. rnr4MlnuY-.IrY bMrrq.JlQ bO r,rO t e.aMq..MIrY4Mq.YrarL/rQ.YQrMYdIrY7oYr1R1.4wr-4/Yipr.bll•u/binq,W ldq dr*,u0drr q tlrMrrryeYgl y ia083 r"bWrYs4r nrnr-..rroar .r drnpr-bnrmwy uwww* rr.e.(nDlrs Ir In-duu—d.rr terra oHrsnbrr mer, soon 4 r nm wa., unrrq e.0bM e.a.*0 44515t. Lucie Blvd. isms. k%W4 Ifoodpol4.rn.41! W P M"W ro1mSMg6*w n Q racyb,ge. 10-Or"M.. 4IR bft ugorr.nooesrxnu Fat Dlerce, FL 34946 edin lMroru,'sarlwo, nptlilibd.iM.t61wines rn.inioh.ol•IM16nus•Way 1hoo&In, r.l. Job Truss Truss Type Qb Ply RYAN HOMES / SUMMERLAND WRCSUAL5 B03 Common 2 1 A0222196, Job Reference (optional! w, -u*, VR rw-1 , rL , *-o, ues-yntWa llruss.cvm rcun: a.jcu s Nov a [u1 r rnnv a.1zu s Nov 1L Lu1! Mr1ek Industries, Inc. Wed Jan 17 14:36:40 2019 Page ID:?sOOvIIzBGko2hFpRYibzzzOpep-?AOEYzHB1 ihjJMGzjST9_hAXLgKkCOW VXN3XMMwR 1r 6.5.7 1047 14-10-8 I 21-4-0 , 1-0-0 6-5-7 42-8 4-2-9 6-5-8 40 = Dead Load Dell = 3/16 it 3x6 11 Sx8 = US 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.215 TC 0.41 Vert(LL) 0.17 10-17 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.35 10-17 726 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.06 10 999 240 Weight: 96 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 20 SP No-2 WEBS 20 SP No.3 SLIDER Left 20 SP No.3 1-6-0, Right 20 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 913/0-3-8 (min. 0-1-8) 8 = 913/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 12) Max Uplift 2 = 274(LC 12) 8 = 274(LC 13) Max Grav 2 = 913(LC 1) 8 = 913(LC 1) FORCES. (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/55, 3-4=-1433/1075, 4-5=-1127/850, 5-0=-1127/850, 6-7=-1433/1075, 7-8=-923/55 BOT CHORD 2-10=-832/1271,8-10=-837/1271 WEBS 5-10=-394/604, 6- 1 O=370/444, 4-10=-370/444 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) 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-" 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 274 lb uplift at joint 2 and 274 lb uplift at joint 8. LOAD CASE(S) Standard Ylry•rYw Yl lr,wrr'LI W loffli91101 ouw I=a(Dm"Moril Ml Ya lap rlyr..,rl rnr.m.rllwlryr"PlIft rru r 1.1so r1t0.00e mom unsI rrl.r», rw rrnrrr.rrr»rrrdl u muryl*sp,,tl egte..)bar w»nere,mM.o rrparyr.ry onuerr y/r,yr yw r»r1..d u.,a•.p.,1.r,rr,,rup r..r n1 ur.rrr rrmlwegeso..,ro..rrm.m(.p..rrrtwr..rr wn rm.r•rrrsrw r Inl.ry d rigrRwNeru.u r.yonprmrrr.ry srr w A^thonyT. 80083III, D.E. rwgry.. 1l nd a.rn/a.r».rr pmlrprrn/r wy lsprfey l•e•(mlr rrilr III rtwnir.rrp.r*r rH atilr O.man.run dr IM b*W. INS pgly r lwlr.rr.,rn, ilLude Blvd. w..I. rt rpHr.r•.r..wAprl r,rll Ile I "bowa(mrrrrraq. Nls*wh e rot ur.Fort l. ageuwn/o arrlal. rt St. Pierce, FL , FL34946 Gry+ gM0111{AdtNllntrt•{Arryl ImE.IA,rJ, Itp.lmiwdd'nMr eu,'Irylow ilpd'd'ad.iAwThe Willem r ininla Altwlflows •Iulalt.Iwb.III. rl. Job Truss Truss Type Ply RYAN HOMES / SUMMERLAND A0222197 WRCSUALS B04 Common JQty3 1 Job Reference (optional) 11I..A 1.... 171A•9G•A1 7fl1 Donn ATlcoor 1rUSseS,von Yler e,rL J'nf40,Ue5+911tWdIuua5will nu,,.v.,cva ..... ,scar„ vllz...ko2,.,...,. . z_.,.. ....._.. JHp Wr .--- _ -„- ID:?s0OvIIzBGko2hFpRYibzzzOpep-UNydJHpo?paxWrAH9_OXuihFEmYxrdemt p5uozuRE 1-0-0 6-5-7 1041-0 14-10 21-4-0 1 0 0 6-5-7 4-2-6 4-2-9 6-5-8 40 = Dead Load Deft. - 118 Ir 3x6 II Sx8 = US 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.14 9-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) 0.31 9-12 824 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.06 9-12 999 240 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 20 SP No.31-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-" oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 887/Mechanical 2 = 953/0-3-8 (min. 0-1-8) Max Horz 2 = 95(LC 12) Max Uplift 8 = 227(LC 13) 2 = 255(LC 12) Max Grav 8 = 887(LC 1) 2 = 953(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-914/34, 3-4=-1496/1054, 4-5=-1178/834,5.6=-1178/834, 6-7=-1500/1057, 7-8=-950/82 BOT CHORD 2-9=-844/1327, 8-9=-848/1332 WEBS 5-9=-387/629, 6-9=-388/444, 4-9=-382/439 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.Opst•, h=25ft; Cat. II; Exp C; End., 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 8 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 bad nonconcurent 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-" wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift at joint 8 and 255 lb uplift at joint 2. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-62, 5-8=-03, 10-14=-21 13 PLATES GRIP MT20 244/190 Weight: 94 lb FT = 0% a.l•Ir+la.yin..r-Iltamnn(latalaalumarmamletelollRrtu'lmonacu rr ahryw.m+r+rlw+r,un+wyrn..r;nrirruwl Ir+,rtlrmsr w.la. rrna..l w•ral.rr Ir u+ji•++NrlrrrlM.•.dl urronr+yye4+.7 lgeaulr.d wr++m.ayro+rranrr.wstil+ rrrr rr+ylu.obm rmrt,+m+ bb* Lb+n++"r And"T. Tombo ill, P.E. I rl.+tlul.rq W nruy i/ros.r0.+d m1 d rNrrll+..raitl r(,rYrrYd iiYloirllN lh WMrr lrr g ldlWOf& I'M- 1""ftf1 L6Mft rhq"it r l++pMJw+ a SM bb"Nr.rtr.rown ur rindr•Imnrrrrn4rwslt.ydWsyrr.pmglrarbmrltunr drr.+rro.nuidw1w 4 +1+rrnrrl.+wwnu Wompbr raor+o+.r. 4451St. LucieBlvd. As u Wl7rfre 7 T pMdpr\rIN b6.0 RJl+l Isbr A fYIMYp,•6+I.s!y e/•lrry tlgYi\I.uo.11N OL1 Fort Dlelce, FL 34946 t.11i1bOf11/1dlwlLnw• Ib61g1.loMW,IJ.Ie'Yr..dfiolwnrd.furl•.i+.l lik/rAwlOe.rienp•I+v 6r11trhnxs•Iu1gl.Irr.N./J. Job Thus Truss Type aty Ply RYAN HOMES / SUMMERLAND WRCSUAL5 CA Comer Jack 10 1 A0222198 Job Reference (optional) It, i rtooi , russes, Fort Pierce, FL 34946, oesign@ai ss.com Run: 8.1z0 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek ID:9sOQVIIzBGko2hFpRYibzzzOpep-y2\ 1-" 0-11-11 Inc. Wed Jan 17 14:36.42 2018 1.50 = all-11 al 1-11 LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -MR 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 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 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 Auide. REACTIONS. (lb/size) 3 = 10/Mechanical 4 = 5/Mechanical 5 = 150/0-3-8 (min, 0-1-8) Max Horz 5 = 37(LC 9) Max Uplift 3 = 10(LC 1) 4 IS 5(LC 1) 5 = 88(LC 8) Max Grav 3 = 12(LC 8) 4 = 11(LC 3) 5 = 150(LC 1) FORCES. (Ib) 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; End., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at joint 3, 5 Ib uplift at joint 4 and 88 lb uplift at joint 5. LOAD CASE(S) Standard a.t•n..u..o-I-twii=isivsl' unemu inxaatummunmownwor w. v.*6* 1 alowman am last %Wb01"wiru.Aare,rtra.wbamomWrr..ru.t.rm.a mrs,we- p.,dsr-rrr®.rnY b-bmbFbprfu Ipd Jhp4ftad-!ti,*r,q.ogr.-/F" ri+...nP+MRrrlry/r.rlm 4rM.r111J/.nIM bAym/tiry rn.YM dr,Mur. rw nrny.d$Rdbb-,ro-.'-m.mt.p.rrwrnp.,rrarddrn.rprrmrr ur.riM1ibp-ddrerrwrr.udrmu.arlrr o-bwrrrgeswrnPe+tgd AnthorMT.Tomtalll,D.E. 1W083 btdlgYyrrh- r0urnsomobuaduFrannopmu,d 1.6"tadifty palp artiinlrwra.dde.rpa .dpr.o ira,rny-mr,.rm-dru.nr-dps.w-wcpbp-rin,..me,-wu d--l.li-Ihdrr W -Y-MdpdnM-d bl-„b,lpbw-.nr0lrbY b,¢-.- unsr"hp.e Italia"udom.rr.,--mrbtn+. Fort Pierce, Blvd. Fort rt place, R 34946m.11b 0 t01I1- I Irrl6nus Adlar I.IoM lo, rl. 4pr1-oin dmis/-wd, it pl lr,o is pdmded vimwr6e -mn re,-isli-e has /•1 brl hnx+• /dlul I.Iran a.fJ. Job Truss Truss Type RYAN HOMES / SUMMERLAND A0222199 WRCSUALS CJ2 Comer Jack 1OtY4 JPty 1 Job Reference (optional) At Root Trusses, Fort Pierce, FL 34946, designgaitruss.com t•tun: n.izu s Nov iz zui i vnnr mizu s Nov iz zui i ear r eK rnoustnes, inc. wed jan i i iv:,w:a,r zulo rage ID:?s0OvIIzBGko2hFpRYibzzzOpep-013NA?J3Kc31Aq_YOa0scJo7b1 bNPosxELICyhzuRE 1-0-0 1-511 20 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Wind(LL) 0.00 7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 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) 3 = 25/Mechanical 2 = 139/0-8-0 (min. 0-1-8) 4 = 13/Mechanical Max Horz 2 = 47(LC 8) Max Uplift 3 = 14(LC 12) 2 = 101(LC 8) Max Grav 3 = 25(LC 1) 2 = 139(LC 1) 4 = 21(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuI1=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 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 nonconcurrenl 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 14 lb uplift at joint 3 and 101 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 6 lb FT = 0% ay.ndr.yry.wrurootsmf»r lamurmartomuonanP+fIKI+luuoKtivurr.rhwn rr r.r.r.tnrwr Patrr It,eartU. Uwwwmr+rr....md rtr.1 brM.s0nrrr1..w ro.r.arn U.a yyePi.yro lpw rW nlNTrr.wM n+r 8ff l p.airy WRrrM Ir lmtyW r1Ywr.bellAManrgE 4rywirn..wr AntharyT.Tombo111,P.E. ny.rry+48=3 rt.rrt riau.uwnwwrrrorrporrr"Web"%Uq.+teyrreofflQrerewrsrual bydpraat6rrny.mer,ramrru.nK*.,twrw y.rt,rrrr.,ww4451A!(sprigMV St. lode Bh d. 6Wbrrlri+prqbe gAar.rtwM atm,r tom.timtre rKaq...r u+rmh..+wrw ugeawr.,o.ersr.mt Fort Dlerce, FL 34906 204 bI bd Imsm • Ar6rp I.Ink ill, PJ. trplrmu d11if IKe tl c ur l.a ir tl 1@/vi0ur0e aalw pr. tur ha bI bd Lnxf • ArMp 1.IroM ID, PJ. Job Truss Truss Type City Ply RYAN HOMES / SUMMERLAND WRCSUALS 1CJ2P Comer Jack 4 A022220Q Job Reference (optional) ' a-.o+v, vcay,Laye •ova-..w... nun. o. rcv s ,vvv rc cv, r rnnu m i[v s mov iz evi r ml I eK InOUSUIe3, In6. We0 Jan 17 14:36:44 201U Page ID:9sOQvllzBGko2hFpRrbzzzOpep-uydlNLKh5wB90 ZlyHX59XKIWRwc8F64S71N7zuRE 1 1 0 0 1-5.11 1-0 0 1-5-11 2x4 = LOADING(psf) SPACING- 2-M CS1. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 7 999 240 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Wind(LL) 0.00 7 999 240 Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 1-5-11 oc pudins. 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 = 25/Mechanical 4 = 13/Mechanical 2 = 139/0-3-0 (min. 0-1-8) Max Horz 2 = 43(LC 8) Max Uplift 3 = 15(LC 9) 4 = 13(LC 9) 2 = 109(LC 8) Max Grav 3 = 25(LC 1) 4 = 21(LC 3) 2 = 139(LC 1) FORCES. (Ib) 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=S.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch 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 nonconcurfent 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-" 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 15 lb uplift at joint 3, 13 lb uplift at joint 4 and 109 lb uplift at joint 2. LOAD CASE(S) Standard asy Ies r.4ry,l,ll. r•I roR IIIl11St'Stlllrl imW III141IDaIgKOSIdI fumluDona[an'r. Intl p srrnrrinr Inn I,genrpslrrb t t,o.art Wnofle li,na ern a..r rsr n r Illy INt•blllin d/MnrbrICO.M,N 4,e,rten,h'slu,lpoilllgw)rut wINAx,x,.m/a,rrlrrn,wl.,n,InWI/brA y4rnipen,UW rIMM..r III 1. oroxr a,wrrtiY,Ign,Yn,uu1MthoAn nyT. 7p1I1tfO III, P.E. rw+InlnurgYY 4rnq.ram+rOn..rO,C.minow b YNIAY1w..ru90+re1.1a 111rrYdbliqu4 WIN. rW-rrrlrrwW•u rr 4µd8l1rl* Qnp. bMft rYgOdil%I •aYryr 8=3rlriglqrld,Yr.U.11ldr.rlArr Yolr ibr,rrFW 4l^If 11W P I+/+rMIllrfxl.r,Orndbpwdpdm.0/1Arur,nlnmiblrW,+rt„IM,IN,Inul,uPtq..rn.,tena/..,1„ 4451 St. trrcle Blvd. a..roAa,lhltr.l l,l.r.n,wl.rl..,ber nitm,s+ylgwhatreu r,x.Innti,u.M..+rly uo,emrn,n.wlrinl. Fort Pierce, FL 34946OftlIAA•Itlol6/ssn• I.IoMItl,/J. gP7b A lerdldllrll'nine.eu,ism lr.,upliliM.i6w1fit nuln/eronil.hsA•Itwlllnfn•Au1NrI.Ink ID,IJ. Job Truss Truss Type aty Ply RYAN HOMES / SUMMERLAND A0222201 WRCSUALS CJ3I Comer JackI 10I 1Ir; Job Reference (optional) Al Root Trusses, Fort Pierce, FL 3484b, aesignUaltnlss.com nun: 6.72u s rvov rc cur r rnnr. o, rcu s rvuv •c cu • r wo, cw ow -i. •••u. WP. yo ID:Ts0C)WlzBGko2hFpRYbzzzOpep-MBB7bhUsEJ0a88xW?3KhktRBrFWGMEhfnl l ZzuREi 7-0-0 2-11-t1 1-0-0 2-11-11 ' 1.50 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Verl(LL) 0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.11 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-11-11 oC puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 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) 3 = 69/Mechanical 4 = 28/Mechanical 5 = 194/0-3-8 (min.0-1-8) Max Horz 5 = 69(LC 12) Max Uplift 3 = 57(LC 12) 5 = 72(LC 8) Max Grav 3 = 69(LC 1) 4 = 51(LC 3) 5 = 194(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-5=-166/258 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.0psf; 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 bad 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-" tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 3 and 72 lb uplift at joint 5. LOAD CASE(S) Standard rrYr•iYnrr•yh.w`•imu rositsflamuilnartpmrorsniia(n•1lrmma>olurrra rrrr,rp.nrrnrrn.wlnswvp w4Pnl.rr low I bdrRrtld•..sb•rdn 1M1d••r*W.4r ra,,* blAnU MANddir.dbrlA.b"dl hrlmMyNpsP,>rwdfApwlrud..7mnr+•wr•rrrenn.i.mr.urrrrryrru pimrgaer.rwrr.mr. mry•rr wim.r "$-P- ,ur+h Anthony T. Tomtw III, V.E. I wdrr4wboylOw".rrrq.Vq rOn•.rO imo/q.•rNyAy.radY rtl.ri.Ib YdM11.t..1A1.44nd riN.IwWw rlrk.YEgl.r4d}.ulrr.ilrgdr riryw d I8M3 rodlq% W.IWur own ww. bro.rrr r., nrdrdrb"Eupwrfsgrrepairrsrhursmr n11 1.dra Iniomb, m o,rundrrm,r•,*.,r.rrwyx.ri.nare•e,r,u 4451 St. Lucie Blvd. d.•hr Wlhrfwrw.l4.Ynrrkdprsidrd Ilriwslnlp bpwhldlrUdAgbdpa.•Imshd•lg.sdgldYg. dupb A•ur•rmard Yinl FOR pierce, Ft. 34946 d(gpilM070IAA• Ih•llmus•AobM1.lode III, rJ. hp•g[fwdbir4.mM,uwlf•aispebib*dviAmOeniowp nhn wbmA.)lWhnwr•AulayI lomMm,K Job Truss Truss Type Oty PN RYAN HOMES / SUMMERLAND WRCSUAL5 CAP Comer Jack 4 1 A0222202 Job Reference (optional) Al Kool I ruses, ron rrerce, ru Jnavo, oesrgn(Vauruss.com Kun: o.idu s rvov rs zur r rnm: e.1zu s r4ov iz 2u1 r MI1 ex Inauslne5, InC. We0 Jan r7 1436:45 2018 Page ID:?sOOvllzBGko2hFpRYibzzzOpep-M8B7bhUsEJ0088xW73KhktRXrD56MEhln11 ZzuRE W3-5-11 3-5.11 2x4 = a3.8 3-2-3 LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP N0.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 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) 3 = 83/Mechanical 4 = 44/Mechanical 2 = 205/0-3-0 (min. 0-1-8) Max Horz 2 = 71(LC 8) Max Uplift 3 = 54(LC 8) 4 = 36(LC 8) 2 = 145(LC 8) Max Grav 3 = 83(LC 1) 4 = 60(LC 3) 2 = 205(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.Opst; BCDL=S.OpsF h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces 8 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-" 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 54 lb uplift at joint 3, 36 lb uplift at joint 4 and 145 lb uplift at joint 2. LOAD CASE(S) Standard srr•Nei r.yr.r.r'rrronI"WrtilayamulmormomKntwvryMr nr.%*610r..rrrr.eht.,rryr.wDmlrru.rrnd.unr osrorrr..rrrr..erar.r. 1N Orrhrn 4/r rlrrR4 rrl Irr Yn7rylr uPi.11rArltTr 1rrr.glNr r.n.m/.olrMitt I..x rp.WYrrrry r l rlpel.rltarr.i Al rYr¢nu ra.til i1 r.1 e.Pd"* 4ntharyT. 80083 ll,D.E. r.urr,I.ur.rrr4srny.ry+so..,rOritmuMr.rMirMuM.Yr O/YO.rFrr drll aYrlM.rprd4rlfaryWw rlrµd4rlWrti*yrrrgdrrrngrYry4 8Ludermys,e.rtrv. urnrr rlarrranrr+brdr r r+Rrr e PWrO+bIRWIN& esdrr.rpra mr rny.mer,runnt ur y.,I.,rropS.rlM,srere,wn 4451 St. Lurie Blvd. Anlr riMp(rrx r MgkaM rbd Ib6mMy bMw 6101rM1 brY.Imrlrm l*xs/ Wy OgoOrinrn tlrlrlFl Fort Pierce, FL 34946 gpirlo0}DI{A•IUdlmrn•MMgl.l tll,rJ. kpdrn d11ohlKmeu,urrylasisrobwMriolow61 wistornwuirlrwA•I1WIonur•AWnrl.hob W,rJ. Job Truss Truss Type Qty Pb RYAN HOMES / SUMMERLAND A0222203 WRCSUALS, CJ5 Comer Jack 10 Job Reference (optional) Al Root Trusses, Fort Pierce, FL J4946, Oeslgn((Aal lruSS.COm Run: 6A20 s Nov Ic cvi r rnnr. o. rcu s muv ,c cv i, moo wn; ti iau,w, ,,,v. .. y ID:?SDQWIzBGko2hFpRYibzzzOpep-gKNo1 LxdXRtt Hj74iaZEyQY4FZYc9bNwJWsZOzuR 1-0-0 4-11-11 LOADING (ps" SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.02 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MR Wind(LL) 0.03 4-5 999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-11-11 oc purtins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 3 = 127/Mechanicel 4 = 55/Mechanical 5 = 268/0-3-8 (min.0-1-8) Max Horz 3 = 109(LC 12) Max Uplift 3 = 48(LC 12) 5 = 130(LC 12) Max Grav 3 = 127(LC 1) 4 = 89(LC 3) 5 = 268(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-242/456 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; End., 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 13 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 ps1 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-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3 and 130 lb uplift at joint 5. LOAD CASE(S) Standard na s.,yq,e.b'u IpG 161 1911 Wlw 11114tte01DKl iW4(114r11 WIItldrA1l'Ya Irl b,yr p.irrr nr.n rob IwrbupbrryDQlrr t+w I bes. r1. rdnw9wrd...n bb, 4w. sod. r Ir..1 b1N O,r4„YMwlbr W.b,W Ur1n,Mybp'sP,Urd4714N1butl.wlNAwb.agrnlrina+,M PUMrrY/rvplw,pslrrrorr.•r ll,r trregnvrtn.rrluere.reM Mth" T. Tombo 111, P E. rwdMlnurgblYlbrngnNgdrAw,rO.w'tram,lq+.r Ibrr,gw.brartddrp(.relrrb/MY,pabrUl 44nddrlMrwWw/rinu,rdgl.lgo,.edr.rlw tldbb, d S 800B3ta. l rtdlybWX.0- r WOW ,dw.rNrrpebriilpiY,dr~gpp rldlla m pMpamNINrlxl—dieolbpodr ells,rnq.m9tnrlbfdrM,b,y.,lwbgbtwrin„rwibO,wMp 4451 St. Lude Blvd. Onbb6,11rrlwr wl YrwgAdwMbd brlw, b* how" ml bbtyblow.• ImOnt0po dy WEq Ooodwi me"61111 Fort Pierce, FL 34946 Rpipb02016A•I(wdlnrrn•Ad6egl.lwdw10,01.trpWKtWd6hdMeombuwrlwohpddrmiltoOemien pvwittiwhwA•)bdhnrn•ALANg1.11i/N,rJ. Job Truss Truss Type city Ply RYAN HOMES / SUMMERLAND WRCSUALS D01 Hip Girder 1 1 AO222204 A7 Roef Truceoc FnSt PiorSb FI 'UOdR r., Job Reference (optional) r o - ------ • •-••• ••• •-- •. ••.•• • ..... . ro,a. v. rcv a rrvr r< Gv r r mr r an rrwu5lne5, inc. vveo Jan it 14:36:48 21118 10:?sOQvllzBGko2hFpRYibzzzOpep-mAFD)NC89hbHbtWB7cl JMVsE24J4s6gNd?y81-15 13.2-1 IRS 7, .. Dead Load Dell. = 7116 Ir 3x4 = a.. axn — 5x10 MT20H5= 1.Sx4 II 3x4 = Sx6 = LOADING(psf) SPACING- 2-" CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.41 1D-12 630 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.83 10.12 307 240 MT20HS 187/143BCLL0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.54 10-12 476 240 Weight: 93 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 2-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-3 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1075/0-8-0 (min.0-1-8) 7 = 107610-8-0 (min.0-1-8) Max Horz 2 = 28(LC 5) Max Uplift 2 = 459(LC 4) 7 = 459(LC 5) Max Grant 2 = 1075(LC 1) 7 = 1076(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-2818/1098, 3-20=-4964/1965, 20-21=-4964/1965,4-21=-4964/1965, 4-22=-4964/1965, 22-23=-4964/1965, 23-24=4964/1965, 5-24=-4964/1965, 5-25=4970/1970, 25-26=4970/1970, 6-26=4970/1970, 6-7=-2820/1098 BOT CHORD 2-13=-1006/2656, 13-27=-1006/2680, 27-28=-1006/2680, 12-28=1006/2680, 12-29=1925/4970, 29-30=1925/4970, 11-30=1925/4970, 10-11=-1925/4970, 10-31=1009/2681, 31-32=-1009/2681, 9-32=-1009/2681, 7-9=-1009/2658 WEBS 3-12=931/2346, 4-12=-330/214, 5-10=-331/214, 6-10=935/2351 WEBS 3-12=-931/2346, 4-12=-330/214, 5-10=331/214, 6-10=-935/2351 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=S.Opsf; h=25ft; Cat. II; Exp C; End., 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-" 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 459 lb uplift at joint 2 and 459 lb uplift at joint 7. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 111 lb up at 3-", 40 lb down and 47 lb up at 5-0-12, 40 lb down and 47 lb up at 7-0-12, 40 lb down and 47 lb up at 9-0-12, 40 lb down and 47 lb up at 11-0-12, 40 Ib down and 47 Ib up at 12-34, 401b down and 47 lb up at 14-3-4, and 40 lb down and 47 lb up at 16-34, and 96 lb down and 111 lb up at 184-0 on top chord, and 45 lb down and 37 lb up at 3-", 18 lb down and 14 lb up at 5.0-12, 18 lb down and 14 lb up at 7-0-12, 18 lb down and 14 lb up at 9-0-12, 18 lb down and 14 lb up at 11-0-12, 18 lb down and 14 lb up at 12-34, 18 lb down and 14 lb up at 14-3-4, and 18 lb down and 14 lb up at 16-3-4, and 45 lb down and 37 lb up at 18-3-4 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, 3-6=-00, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=23(B) 6=-23(B) 11=18(B)13=-43(B) 9=-43(B) 20=-10(B) 21=-10(13) 22=-10(8) 23=10(13) 24=-10(8)25=-10(B)26=-10(B)27=-18(8) 28=-18(B) 29=-18(8) 30=-18(B) 31=-18(B) 32=18(B) uryIlrwrwpry,Snr rIDCiiplySl9ilalOm111114rIOoierllllSDYf1Rlr)WrNQgRrat p4ypNrrntlW rInSlnpYSrYipalrr iIIrer,IlIdr o2eddmM Wi r,rSSSN rin,y 1S1o.rorirSSrMwar MRl Yrel In HwSry6 upn,lpSSR1 16W Sw iMAw h rCrv/r'Mvr pugSnp,Ngrr qprSSqS6wSqei r DSSir, DShI r/>#w rirS4r,r e,rM I rrurri,wrr.rlrarrhrny."Rdiae,ro.rr.e.aaigow6w4ky•rrurarrn.rarrrdwyurrui or rrtnrorwrueri.ur r,eyo,r mrr r arMr, 4 tharyT. TomDo111,D.E. rmil9bw rledlY,.now Sped br mini r purnr r"Srr h104 beprirg rne.pmobsiAh iiir SKIN nre rrp p pru ULlYatrrnppip Srednpr6wS r,yr,hn, rey lSpwrl hb wMn 080083 rr. rMrlrri Mgrq Yrrr,l,dprSrprM tlrlwnDrS¢6/brplYAY4bSgo.ImSS,pnfgwsp MSYq egrSbSlSnSnatlaSl IIH 4451 St. Lucie Blvd. Fort Pierce, FL 34946 gPNbO1p1{4ltwllr iw•Apdarl.IaMm,/J. ttp l ow dd'nlereeY,iruflwe,itps{ilad isriApameppa dttir hpol•Ilydlntxt•IuNpf1.1 kW,P.1. Job Truss Truss Type Oy Ply RYAN HOMES / SUMMERLAND WRCSUALS FG1 FLAT GIRDER 1 1 2 A0222205 Job Reference (optional) AVRoof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Wed Jan 17 14:36:48 2018 Dead Load Dell. = 9116 Ir 4x8 = 4xt1 = 7x10 MTZOMS= 4x4 = ZX4 II 4x4 = 4x4 = 4x6 = 4x8 = LOADING(psf) SPACING- 1-0-0 CSI. DEFL in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) 0.28 14 903 360 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) 0.83 14 301 240 BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.10 10 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.27 14 931 240 LUMBER - TOP CHORD 2x4 SP M 30 SOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP M 31 'Except' W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 18 = 3265/0.7-4 (min.0-1-8) 10 = 3265/0-74 (min.0-1-8) Max Horz 18 = 29(LC 6) Max Uplift 18 = 17(LC 4) 10 = 72(LC 5) Max Grav 18 = 3290(LC 2) 10 = 3290(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=705/165, 1-19=-575/0, 2-19=57510, 2-20=-6933/0, 3-20=-6933/0, 3-21=12355/0, 4-21=12355/0, 4-22=-15328/0, 5-22=15328M, 5-23=-15282/0, 6-23=15282/0, 6-24=12152/0, 7-24=12152/0, 7-25=-0941/0, 8-25=-6941/0, 8-26=574/0, 9-26=-574/0,9-10=-703/220 BOTCHORD 17-18=0/6933,16-17=0/12167, 15-16=0/15328, 14-15=0/16947, 13-14=0/16947, 12-13=0/15213, 11-12=0/12152, 10-11=0/6941 WEBS 8- 1 0=-6761/0, 2-18=-0751/0, 8-11=0/1693, 2-17=0/1698, 7-11=5553/0, 3-17=5577/0, 7-12=0/1252, 3-16=0H239, 6-12=-3287/0, 4-16=3192/0, 6-13=0/454, 4-15=0/424, 5-13=1774/0, 5-15=1725/0, WEBS 8-10=-6761/0, 2-18=-0751/0, 8-11=0/1693,2-17=0/1698, 7-11=-5553/0, 3-17=5577/0, 7-12=0/1252, 3-16=0/1239, 6-12=3287/0, 4-16=3192/0, 6-13=0/454, 4-15=0/424, 5-13=-1774/0,5-15=-1725/0, 5-14=0/270 NOTES- 1) 2-ply truss to be connected together with 10d 0.131•x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 20 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.0psf: 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) 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-" wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 18 and 72 lb uplift at joint 10. 10) 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. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 235 lb FT = 0% 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 390 lb down and 211 lb up at 0-2-12, 65 lb down and 19 lb up at 1-0-0, 134 lb down and 63 lb up at 3-", 208 lb down and 124 lb up at 5-0-0, 282 lb down and 84 lb up at 7-", 282 lb down and 84 lb up at 9-0-0, 282 lb down and 84 lb up at 10-7-4, 282 lb down and 84 lb up at 12-2-8, 282 lb down and 84 lb up at 14-2-8, 208 lb down and 124 lb up at 16-2-8, 134 lb down and 63 lb up at 18-2-8, and 65 lb down and 19 lb up at 20-2-8, and 390 lb down and 265 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 + Root Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (pit) Vert: 1-9=-155, 10-18=15 Concentrated Loads (lb) Vert 1=390 9=-390 8=134 2=134 5=-282 19=-05 20=208 21=282 22=282 23=282 24=282 25-208 26=-05 2) Dead + 0.75 Root Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9=-177, 10-18=15 Concentrated Loads (lb) Vert: 1=324 9=-324 8=116 2=-116 5=-246 19=-56 20=181 21=246 22=246 23=-246 24=246 25=181 26=-56 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-9=165, 10-18=15 Concentrated Loads (lb) Vert: 1=127 9=-127 8=-03 2=-63 5=14019=-27 20=-101 21=-140 22=140 23=140 24=140 25=-101 26=-27 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 (pit) Vert: 1-9=118, 10-18=15 Confined on page 2 nv,c. v-,o-&.j IYn, ryry nd. r'u 106I nfl181Gm11 im,{ r 10O1011f6Wei111YI1m0611U4rrra r.q e,Y ew+r r.r.eoa., r,ya..tiPgrr cry i n.rr rl lr.o%WW. µYnd..r,lr. b M' * mu .,orirnrrw.drrrorr,dr Its e.,ry6leW,1'eftbpwlftrrno! alWnM*W0brr Antl%cM T. Tombo III, P.E. rmrrri. ur.ytrgilb"yrAyrror .60. ',reperryr 80083 r Wgm. r40.r ar„rarr iorrruu,r rnrrerorvy.rsrgrspaprrsrMnrrwo r.wrp.r ro our.,r„y.mr,rm.rri.,,r,y.,ue,rrpt p,.ri.,,e.aa..,rm 4451 St. Lucie Blvd. 4n0.6ir11rr5WW" 140Y."1?dpr,r.nr Fort pierce, FL 34946 tppi1H01/1{ A•Ilullm,n•ArMgl.larlll,IJ. kp.1.mr.dbiflMreN,unlM ifptldaedriA,rYOeninr.le+.itfipbr.A•IGdba,n•4oMryt.lrrMlB,/J. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND WRCSUAL5 FG1 FLAT GIRDER 2 A0222205 Job Reference o tional "• Al Kow I russes, I -On Pierce, FL J4'J4b, destgngaltruss.odm KUn: tl.1ZU S NOV 12 2011 Pnnt: 9.1Z0 S NOV 12 2017 MITek Industries, Inc. Wed Jan 17 14:36:48 20181 Page ID:?sOQvllzBGko2hFpRYibzzzOpep-mjtFDjNC89hbHbtWB7c1JMVn726B4?6gNd?yeuzuRI LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=80 9=121 8=42 2=42 5=4819=13 20=83 21=48 22=48 23=48 24=48 25=83 26=13 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: 1-9=118, 10-18=15 Horz: 1-18=-6 Concentrated Loads (lb) Vert: 1=80 9=121 8=42 2=42 5=48 19=13 20=83 21=48 22=48 23=48 24=48 25=83 26=13 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: 1-9=118. 10-18=-15 Horz: 1-18=18 Concentrated Loads (lb) Vert: 1=80 9=121 8=42 2=42 5=48 19=13 20=83 21=48 22=48 23=48 24=48 25=83 26=13 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: 1-9=118, 10-18=-15 Horz: 1-18=-3 Concentrated Loads (lb) Vert: 1=80 9=121 8=42 2=42 5=48 19=13 20=83 21=48 22=48 23=48 24=48 25=83 26=13 t w•Ilmr r jltiMnr'LI IOQ t@ly3(1BIR1 11I Ie41 fLl01DISrf10 j011rlltWiYa ia4 >M dn/rf btstl MT nr1II JdYIi I.Iw Rrl ld o9 tlldnti Yf W 07d r IA. lrinrr ddM wtl r M Y idl 4 Ent y6pspi,lrraRl h W w1Nn/ndrr.mlrrulYl rl gnVNMrr y/Yt NnrOsrn Y r. Igo. MIIIp1yT.TOTbOtII.D.E. d.u/Mlnur Ml bbiryNbl AAw.Ve.ri ON gS.MMt,MIr.6rurW/btl.rI(n1Ybd ryuYdpN.bWWd%IAdRkVmda1MLwNgbft61Petl deIrgddi.bp 14 3(lt rt4q M4wolumm. enMffrtld IDdb/din rrl fiYrfebrd6l TdWlw ImAldddMllld1111w,dndbpdrin lldhnMiryndlYM SINsr/bhnt MtM,bnrMy hrn rrl lntrlddd,a,Fn 4451 St. LucieBlvd. Isdldgrlwn nl.dgkdNnnbnMdlbinnMy6*wnrNrrYr6 gw Im Sloalre/WyUalgbdanna6hd llu. Fort Pierce, FL 34946 gpiFEeOJ011A•Ilrllmsn•AEI.IiIg/J.lep uadndrem4uurbr npd'diW 6ra0erninnFaruuirMeA•Ipdbnxr•Au1MrI.IMMN,fJ. Job Truss Thus Type oty Ply RYAN HOMES / SUMMERLAND WRCSUALS FG2 FLOOR Z A0222206 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, designgallnlss.com Kum mizu s rvov iz zul r rnrn: a.izu s rvov ix cu+i mi era inou5ure5, enc. vveo can of w:oo.na cv ro raga ID:7s0Qv11zBGko2hFpRYibzzzOpep-FvReR20gvSpSvlSilr7Gsa237SPUpL W pcHI WALzuRI 1-52 3-7-3 S9 12 7-3-13 10-1-3 12-7-8 1-52 2.2-1 2-2-9 1 '1 2-9.7 2b 5 1.50 II 1.50 II 302 = 1.Sx4 II 1 US = 1.5x4 II 3x6 = ri1`®Ain PER 2x4 II 20 11 1-52 3-7-3 5912 7-3-13 10-1-3 12-7-8 t _t 9_9_9 I 1 fi 1 2-9-7 2-6-5 4x4 II Plate Offsets (X Y)- 14:0-4-8 0-1$I I10:0-3-00-4-01 f12:0-3-8 0-1$] 113:0-3-0,0-4-41. 14:0-1-12.0-1-01 LOADING( psf) SPACING- 2-" CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) 0.05 9-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) 0.07 9-10 999 240 BCLL 0.0 Rep Stress Ina NO WB 0.76 Horz(CT) 0.01 8 n/a n/a BCDL 5.0 Code FBC2017rrP12014 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, W5: 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. REACTIONS. ( lb/size) 14 = 179710-3-8 (min. 0-1-8) 8 = 2294/0-3-8 (min. 0-1-8) 11 = 5898/0-3-8 (min. 0-3-8) Max Grav 14 = 1812(LC 3) 8 = 2307(LC 4) 11 = 5898(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 14=-1523/0, 1-2=-2031/0, 2-3=-2031/0, 3- 4=-2031/0, 4-5=-3146/0, 5-6=-3146/0, 6- 7=-3146/0, 7-8=-1311/0 BOT CHORD 12- 13=0/2031, 12-15=-948/0, 11- 15=-948/0, 10-11=948/0, 10- 16=0/3146, 9-16=0/3146, 9-17=0/644, 8- 17=0/644 WEBS 1- 13=0/2277, 4-12=0/3181, 4-11=-4005/0, 4- 10=014770, 5-10=-422/0, 6-9=0/282, 7- 9=0/2703 NOTES- 1) 2-ply truss to be connected together with 10d 0. 131'xY) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 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 3-10d 0. 131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Use USP THD46 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-3-12 from the left end to 10-11-8 to conned truss(es) FL08 (1 ply 2x4 SP) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 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: 13=-1442(B) 12=1442(B) 10=1442(13) 15=- 1442(B) 16=-1442(B) 17=1442(B) rbr• rim+r.jlrr.b.r'Llm6rssisf ia'1amulpnDtIIQrIDrinlmaf'IrlYQ4llfllRrar.prlppMnr,.1..r.WlmsMgarryPgrrrsqtlrm.o,rtm..r9r•n/.rtirr56.4.s•r.6WO rtdn. rrrm,rrnrrrlm•r,ar rIY.rlow rpso'loomurlpr lr.1.wlN"PrWr.m/.o/rby "PROoti"mI *+M Anthony T. Tombo III, P.E. dr •Moll bi" Mybb WAsilrrlrOrm.60r000'rrObopprdlr nNrgw ru/rinLL•d8rrft Mow bum" vibm rYwrnyr.Wrl .80083 rwyry.rlru ur.ar• rmerrraorrrlurnlrr.srl.o.rfeyr..e.paglrerKlnruuwrabr.INro mr enrnq.mar,.ran/rb.ury.,l.rrrrlrx^.rlm,dra.o,.m 4451 5t. Luce Blvd. wnrt4.rktlrr.r.r rrr.pr ar•r+n.mr blm+r,yty.•rolrrr nv..lnnfro.t.l wq uyrd.nnabrl.ou Fort Pierce, FL 34946 r(.ryritM0711{A•Itrdlm+ es• AEI.I MN,/1. Irprbeiod"dutm L'oallraispdiliulW16M6toweprrrissiolo •A-111Whelm-A gl.lrohl9.I'l. Job Truss Truss Type oty f'ly RYAN HOMES / SUMMERLAND WRCSUAL5 FG3 Flat Girder 2 A0222207 Job Reference (optional) A i moos r russes, ron rrerce, rL JOJ40, oesrgnla a1uuss.com Kum a.izu s Nov 1Z Zu1 r rnnl: tlJZU S Nov 1Z ZUl r MI I eK InOUSIneS, Inc. We0 Jan 17 14:36:50 2018 Page ID:9sOQvllzBGko2hFpRYibzzzOpep-j6 OeOOSgmxJWvluJYeVOnaFzsuBYwXzrxU3inzuRE F 2-3-8 4-3-4 I 5 9 12 + 7-9.8 10-1-0 2-3.8 1-11-12 1-0 8 1-11-12 2-3-8 JX5 = 3x9 = US = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) 0.01 7-8 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) 0.02 7-8 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.01 8 999 240 LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 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 10-" oc bracing. REACTIONS. (lb/size) 10 = 1041/0-74 (min. 0-1-8) 7 = 1558/0-3-8 (min. 0-1-8) 9 = 2760/0-3-8 (min. 0-1-10) Max Horz 10 = 39(LC 6) Max Uplift 10 = 297(LC 4) 7 = 213(LC 5) 9 = 292(LC 5) Max Grav 10 = 1041(LC 1) 7 = 1558(LC 1) 9 = 2760(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forties 250 (Ib) or less except when shown. TOP CHORD 1-10=904/285, 2-12=113/950, 3-12=-113/950, 3-13=113/950, 4-13=113/950, 4-14=-523/158, 5-14=-523/158, 5-15=325/47, 6-15-325/47, 6-7=-833/138 BOTCHORD 9-10=-79/674, 8-9=158/523, 7-8=-295/1806 WEBS 3-9=-1116/152, 4-9=1724/139, 4-8=-82/593, 2-10=580/79, 2-9=-1444/210, 5-8=1420/273, 5-7=-1626/280 Continued on page 2 NOTES- 1) 2-ply truss to be connected together with 10d 0.131'x3-) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.0psf: h=25ft; Cat. II; Exp C; End., 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-M 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 297 lb uplift at joint 10, 213 lb uplift at joint 7 and 292 lb uplift at joint 9. 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verity 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) 390 lb down and 211 lb up at 0-2-12, 65 lb down and 19 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 124 lb up at 5-0-0, and 282 lb down and 84 lb up at 7-0-0, and 1442 lb down and 431 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 PLATES GRIP MT20 244/190 Weight: 113 Ib FT = O% Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (pit) Vert: 1-3=420, 3-6=-170, 7-10=20 Concentrated Loads (lb) Vert: 1=39011=-65 12=134 13=-208 14=282 15=1442 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-3=-409, 3-6=190, 7-10=-20 Concentrated Loads (lb) Vert: 1=324 11=-56 12=-116 13=-181 14=246 15=-1261 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-3=-295, 3-6=170, 7-10=-20 Concentrated Loads (lb) Vert: 1=127 11=27 12= 63 13=-101 14=140 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=-440, 3-6=125, 7-10=-20 Horz: 1-10=31 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 13=83 14=48 15=189 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: 1-3=-367, 3-6=125, 7-10=-20 Horz: 1-10=-8 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 13=83 14 =48 15=189 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: 1-3=419, 3-6=-125, 7-10=-20 Horz: 1-10=24 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 13=83 14=48 15=189 ra.ftlo'...&&.IWI m(mmin emu Me& ummm"ormin Im"aww Ift11069P..,.r....r.,1.I+....rneldMl I.bs0.r11dnn1Ms1/n.aYrrt.M.0a1.YI01,rr bIN.Ofpin.Yb..1rrlNl-If nY In 6nYyf. .0.111 Rr..1b W.stlMn'wrl awgian/rI PWVImPWgY YM 01ftwohmts 1.r 111w..&Mt. Nitro nw/1,YI r.lO.l,frltll Anthony T. Tombo 111. P.E. nliMln.fi.Iblbrbrnw.VYlfloe hw.bO-nt-En•A.qr-rNbrby-,YrurY/rrJ.r IrYYdI-Ibr.fb 1N1 rip.d.1rAl.InbY.-flrtnft-6Egldgd4.NufWr.o O.lYrntpeWl.1 80083 rtlmbnr.W own fr.-.ree.rrpmn.lp Mdoe1001L.p WirM.NWIM110e ll1III.IUIr..d- bpWp m IN16knr. wn 4451 St. Lecle 5W. Anh. Wllrfkfn.l•.I.. MdifMYgAM noInfM¢4/fn hOft W%bdw.. I.ISVM .p 11.1 WNW doggb.rf--.n.Nrlwlll. FOR Pierce, FL 34946 tgpir100nu 1tullf- lln•I1.1a11/m,r1. t[rl-11m1-dOhI.I./ILuafbr i.pdilue4..iAnebeni0t-pl.illipin./•II dlnl.el•Wlaf1.II.MN./l. Job Truss Truss Type ty t'b HOMES / SUMMERLAND A0222207 WRCSUAL5 FG3 Flat Girder 1IQ 2 IRYANJobReference tionalo f 9ffg7 —T..L Iwduc — — Wed Ln 17 1d•9A•Sn 7n1A Pan. Al Root Trusses, Fort Pierce, rL avaao, CeSeqn(gp uubb corn I z o2 F z z -- ----- -- ID:?s00vIIzBGko2hFpRYibzzzOpep Oe00SgmxJWvluJYeVOnaFzsuBYwXzncU3inzuRE LOAD CASE(S) Standard 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=367, 3-6=125, 7-10=-20 Horz: 1-10=-5 Concentrated Loads (lb) Vert: 1=80 11=1312=42 13=83 14=4815=189 n.»r.ry.r.rrimormnuf>l1w eu u mauomrorsotrarr lrmoamurrr.r,ae* r01.0 6bbM9wphIUddW. 0W m.bn11wYmkwbpsP..ird*bpwldmom wm8•tinwoom/rp umdwpWwj nntlmnyT.Tombo111,P.E. r.u rinuY.}MYrbvnPNilidb0.bO.'tOicAq..YMY Mr.YYu f O Y.rirwYd ll a rUl b pd 61Mr.W.v/rbRt 6d 1.Oq tl*.OY rYgddiYYmreYgd 4 BM83 rmgM4warmu. no" rrrwmaw rrs.rp "ditw4Uq"Wi,r m"MilpoMijruedw1w.I lmprprn one+rl rm 4451 St. Lucie Blvd. CnmYhNh l n•r Y gAdrMYd M hlnnbYp 60abr01b6rytngr..lm iN.ltsdorm" 8Mp* rrnneObdwinr Fort Plerce, FL 34946 GmirinOtD16A•Irwlbnus•1Wa1I IaMm, r.f. tepdriodlloNasu,unrM irpoldiMriAruMvime rn.itip 6aA•ItwlLn+n•Wlrrl.ld IO.r.t. Job ss Truss Type Oty RYAN HOMES / SUMMERLAND WRCSUALS FFLO1 Floor 6 jPiY 1 A022220a Job Reference(optional)` s ses, o tarea, 34846, des jnwa , 0-1-8 H 2-" 3x8 = 30 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mrrek Industries, Inc. Wed Jan 17 14:36:51 2018 Page ID:?s00vllzBGko2hFpRYibzzzOpep-BIYOrkP4R43A83c5sF9kx?7LRG60HE463bEdEDzuRE 3x6 FP= 3x4 = 3x8 = Gir Dead Load Defl. = 3116 it 34 = 3x8 = 3x8 MT20HS FP-- 3x3 = 3x3 = 3x8 = US = 1.5x4 SP= 21-2-8 21-2-8 Plate Offsets (X,Y)— 11:Edge,0-0-121,113:0-2-8,Edgel 119:0-1-8 0-0-121 121:0-1-8 0-0-121 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.43 14-15 585 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) 0.59 14-15 427 240 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 FBC2017fTP12014 Matrix-S Weight: 104 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except' T2: 2x4 SP No.2(flal) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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 (lb) or less except when shown. TOP CHORD 2-3=-3715/0, 3-4=-3715/0, 4-5=-4902/0, 5-0=-4902/0, 6-7=4902/0, 7-8=-4902/0, 8-9=-3713/0, 9-10=-3713/0 BOT CHORD 17-18=0/2162, 16.17=0/4610, 15-16=0/4610, 14-15=0/4902, 13-14=0/4613,12-13=0/2163 WEBS 10-12=2391/0, 2-18=2391/0, 10-13=0/1714, 2-17=0/1 717,9-13=252/0, 3-17=255/0, 8-13=995/0, 4-17=-990/0, 8-14=106/727,4-15=-1081733, 5-15=-315/10, 6-14=311/10 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 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard aw• ti.. x..pt,Mn b'N IOCi taSyStWia'1QxW ime 1 kDC100rSnf100 jlalrj rlll'ba r.r1 r1 r.rrtrnlrn rbt imt It.r b.yPOT)rb rM 14ba.rl rbe.9rM.ra DiDtti.e. ritle b tA, y rtlNn•brlpt tl/M.rbbID7.Y.d1 /trYetMy 4.xD.yrerJbtr..roc.r„r,.m.erb r«,r no.,w rrrr,.pmea.r.bnrr.r. w+.>rre4e,rt,rtitrr,,rusru Mdit1 .tW rlbepNlgrbDvw,bDn.•1 bcllq..b Y b1..YYurW/btl.bYri d Y 11 rIM11.4 pdrblrr Wnrrblrµrti,yWrYgdrllbm^IYItr Aaft T.T(rllbpttl,D.E. rbugbyrrkr. c own r.0 bODrbremrrrbrtrbDo" bw rftWm.XQp0rrMtnrWtw.rerbPerrrMi""WMwm»trw,rbtm,btI.,k.ttbwhp.rINS dre,eim $ 80083 fnbrr rb.i..re r4e.mgtiat.atmt r rbrenagbir.troibaybtge..lm,ste.4ru+ewy amp"w.tmeWd.9M. 4451 St Lude Blvd. Fort Pierce, FL 34946. ytilbOt010ft•Itullr.tKt•Ardrgt.lul.N,11. tep.lrin.111it4er.W,i..rylasis tliDihl.i0.+brrib.yeoniu.ho.0•IGdbrtxr•WInr1.ImNIA,IJ. Job Truss Truss Type QtY RYAN HOMES / SUMMERLAND A0222209 WRCSUAL5 FL02 Floor II jPIY Job Reference (optional) All Roof Trusses, Fort Pierce, FL 34946, clesrgrigaltruss.com 0.1-8 H 2-" Kun: mizu s Nov a 20 r I-nnt[ a. izu s rvov rC Lu r r MI, ck ,nuubwwb, mu. vv" Jail . r ...w.a. cv.v U. ID:9sOOvllzBGko2hFpRYibzzzOpep-BIYOrkP4R43A83c5sF9kx77KvG4WHE963bEdEDzuRE 2-5-0 I ' alo-8m-8 Dead toad DeB. is 1/8 Ir 0 0 Y 22,F7 0 3x6 = US = U3 = 3x8 MT20HS FP-- 3x8 = 3x6 = 40 = 21.2-8 19.11-8 20r" 14.11A 1-1-8 Plate Offsets KY)- 11•Edge 0-0-12] 12:0-2-12 Edge] 14:0-1-8 Edgel 112:Edge,0-1-8). I14:0-2-8,EdgeI,120:0-1-8,0-0-12], 122:0-1-8,0-0-12],123:0-1-8,0-0-121 LOADING(psf) SPACING- 24)-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.48 14-16 490 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(CT) 0.57 14-16 413 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.08 13 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 106 lb FT = O%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flal) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS. (lb/size) 13 = 2335/0-3-8 (min.0-1-8) 19 = 1027/0-74 (min.0-1-8) Max Grav 13 = 2335(LC 1) 19 = 1052(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 12-22=-1066/0,22-23=-1066/0, 11-23=1066/0, 2-3=-3302/0, 3-4=-3302/0, 4-5=-4104/0, 5-0=-4104/0, 6-7=-3067/0, 7-8=-3067/0, 8-9=-3067/0, 9-10=0/917 BOT CHORD 18-19=0/1963,17-18=0/4104, 16-17=0/4104,15-16=0/3894, 14-15=0/3894, 13-14=0/1578, 12-13=-917/0 WEBS 10-13=12M% 2-19=2171/0, 2-18=0/1480,3-18=301/43,4-18=-1130/0, 9-13=2353/0, 9-14=0/1706, 7-14=261/0, 6-14=-976/0, 5-16=-296/0, 10-12=0/1388, 6-16=-107n12 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 1.50 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-M 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: 12-19=10, 1-11=-100 Concentrated Loads (lb) Vert: 11=-1070 4s,ylYa1 N„pl,.b4,'1IOlrtt4ffif9tllr tat1Y IILOrItOr01SOfW rlrllrll,' tlWl1'In 1.*** lrndulsnth IMINylnwPmlrr IORI 4sMUIho9v.lini.x Ymr.lr Osl.rI.M itllr,no,wlfYM.dYMI0.Y M1 1,16m MIo 6pepi,fPO lp.lbur.wlr rum..o/.ulr'rl..., Yr4y/ru Imfyel.rlY I. rnlRl &WKI gr0millb .wM Anthony T. Tombo III, P.E. Inr/bMuYr.rYlybfa,lq.,i,larD, ,4re,'t,B,aM.rYlYllrry..atrura/rQ.YM.IMW III.YdIRl.algp.I,lYIr.1aW,.4binq.d,I YAyanl,auY..IYgIY trngrYry4 8=3 P1YItF.p r4r..l. tl.InvY YIDdIY enrr flt•MlYlla^1841rs10dMIRv1$1Ua,mdYreip m Ul Y1inft, I 44515t. tulle Blvd. 4..,.re.Ip.trin.I.r.pl,ul.r,adM Ott= bvpbpb.. 0 bblim46Yt, b.1s4wIin•r•1iniL uap"Wirsnalarrnu. Fort Pierce, FL 34946 O11IA1•Itrdlr.lvs•Id11 I l alfl,rl. .I.Oir.dlhis/lnetd,u IpM14 libned.,6w16eni4a oilia.6aA•Italbnxs-Ig1a IIrmMM,/.[. kgl,i/M h 4P n/ P Pp 1 Job Truss Thus Type Qb Ply RYAN HOMES / SUMMERLAND WRCSUAL5 FL03 Floor 5 1 A0222210 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design®attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Wed Jan 17 14:36:52 2018"Page ID:7sDQ,AlzBGko2hFpRYibzzzOpep-fU6m34QiCNBOmCAHQzhzUCgVSrriORGIFzAnfzuRl 0.1-8 H1 2-" I 2-0-12 12-" 3x6 = 30 = 3x4 = 3x6 FP= 3x8 = 11-4 '_ -8 Dead Load Defl. = 118 Ir 3x3 II 3x3 = 3x3 = Me I I I I II_ ,,l - -- - -- 3x4 = 3x8 = 3x3 = 3x8 = 3x6 FP= 3x8 = 3x8 = LOADING(psf) SPACING- 2-00 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DI 1.00 TC 0.79 Vert(LL) 0.38 19-20 631 360 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT) 0.51 19-20 462 240 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.07 17 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T2: 20 SP M 30(flat) BOT CHORD 20 SP No.2(flat) *Except* Bt: 20 SP M 30(flat) WEBS 20 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 6-0-0 oc bracing. REACTIONS. (lb/size) 23 = 1007/0-7-4 (min.0-1-8) 14 = 36/0-3-8 (min. 0-1-8) 17 = 1749/0-3-8 (min.0-1-8) Max Uplift 14 = 163(LC 3) Max Grav 23 = 1015(LC 10) 14 = 208(LC 4) 17 = 1749(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (tb) or less except when shown. TOP CHORD 2-3=-3153/0, 3.4=-3153/0, 4-5=-3842/0, 5-6=-3842/0, 6-7=-2642/0, 7-8=2642/0, 8-9=-2642/0. 9-10=0/1297, 10-11=0/1295, 11-12=137/426 BOT CHORD 22-23=0/1886, 21-22=0/3842, 20-21=0/3842. 19-20=0/3547, 18-19=0H080, 17-18=0/1080, 16-17=•426/137, 15-16=-426/137, 14-15=-426/137 WEBS 2-23=-2086/0, 2-22=0/ 1401, 3-22=-294/16, 4-22=963/0, 9-17=-2434/0, 9-19=0/1759, 8-19=-253/0,6-19= 1027/0, 12-14=174/564, 11-17=-1163/0, 6-20=-2/694 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 14. 5) 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. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 128 lb FT = 096F, 096E O..yll,nbr'u 100IOS4SI91IIr1 WOu IMt(DOlA0rS111W0 fY11fI W WUrWRra MII e+4 r.rrrrnd Cl.blml rlyr..pprrlrr Idq L1rdI o.rt rwo9.emna. rI .wu rer. r (a.,+r i1N rO,r11.IIYM.Mrr IIO.M.Y III1nl bWb^N.1rnq(*..bud . glNAnals MW rndrrltwl N rtq.AYrrrM*/r./rlm/p101.ripr(..r llll. Le¢nn.(I.Frr(.re.+++r( Anthony T. Tombo III, D.E. r. u Yllnur.(I,IrrnrlryWlq rAn..rO.h e.cMq..MIr1Y(Mq...rurtl rtl.r OfrrYdMlYro r1R1 rOfnr rlAr.(W.ulrinu,.yl 1.Oq Onp,lsObrlgddYrirylWM 980Wj iO.Iyna rtdrrk. r.r(r.r nrlaarrnrrrrenrru.Irr y.rsrgr.opagprerhmryuma.rr*nrrra vI(ranrno.mu,runeru.nslr.,rnrry y..r(nlfera.e..wc 4451 St. Lucte Bhd. d Ifrhr(rmW.lgwbft"MdrrrlwlW PAIm kiipbP. MVb INNW4... ImIS/s.f+w loaf No" dq.drn.Io.Nr1IM Fort Pierce, FL 34946 trhlnnototel• IfrdlNlln•A.MgL1rE.t0.rt. err.naiNamtlar ao..Itp.11pa ine..IIr.,...Il.nw•it«I1NI>n•ut.yl.l.e.m.r.t. Job Truss Truss Type Ply RYAN HOMES / SUMMERLAND A0222211 WRCSUAL5, FL04 Floor jQty1 1 Job Reference (optional) Al Roof Trusses, Foil Pierce, FL 34946. design®altruss.com 0.1-8 H , 21r0 1.50 II 1.Sx4 = 30 = Run: 8.120 s Nov Q 20 / Print: 8.120 s Nov 12 2017 Mr Pak Inuustnes, irw. —,x, Jan , r , WZiJ cv .v ray' ID:1sOQvllzBGko2hFpRYbzzzOpep-7hg8GQRKzhJtNMIT_gCCOQCfL3rd1DCPXvip6zuRE 2-1-8 141-0 OM 1.50 II 1.50 II 3x3 = 1.5x4 11 3x4 = 1.5x4 = MIA 3x4 = US = 1.50 11 a — 13-5-0 13-5-0 Plate Offsets (X Y)— 11•Edae 0-0-12) I9:0-1-8 Edoe1 113.0-1-8 0-0-121 115.0-1-8 0-0-121 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.17 10-11 911 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) 0.22 10-11 717 240 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 67 lb FT = 0%F, 096E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 8 = 714/0-3-8 (min. 0-1-8) 12 = 721/0-7-4 (min.0-1-8) Max Grav 8 = 714(LC 1) 12 = 721(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1914/0, 3-4=-1914/0, 4-5=-1854/0, 5-0=-1854/0 BOT CHORD 11-12=0/1270,10-11=0/1854,9-10=0/1854, 8-9=0/1294 WEBS 2-12=1404/0, 2-1 l=0l713, 3-11=275/2, 4-11=266/260, 6-8= 1418/0, 6-9=0l763, 5-9=-297/0 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 3-1 Od (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 rrt•nm.e..lA•••r'u ra Isl>g flatal ttmx IIIIpI tomtlDblbWefuraa'IIm UI't.a u,y p I..rrtr rr,.entnt hy prlrrlr.r t be.s, et rrofrrtdn.,. Yn eu ar. r a>.w wI e4.rIrI14rr.wrrlp.r al Inlet,rpy.uD.fr oy6.trod.wtrnrnm.onsoertrt„r.*.nn.sMrrnyrrvplM yr.rmy..rat rr ewMn rrrrrt,drM Anthpth, T. Tomta 111, D.E. r v4Onlnur.t Y br r Jg rO r,rOw:IbOup..r MrMY..rurD r M.rirr WMlYraM1r1M11 r A rip.laW.ulrlmA d l.Cq riry,uY.rigtlrMri Yry .9 80083 rMegMvprrlru UlwnrgYMlrrrrmtrrMrflr RWYrlo./Lg11 m.000lMddhlllrSgl n,drpe pra DN tlnY ry.mBrfrtln r UmMflr,t t hcrl r6ntMarrs.Win 4451 St. Lude Blvd. IO..wIblh11r14•s1 hdMnkrd M16n Myf +M•IrtYtA¢ir..Im11N.1 4 IL OupU/nloetlalYlll! Fort Pierce, FL 34946 Ippirll O 7DIt• A•I bl Irrsln •Ialp I.IoEc f0, fJ. lepcfrma dsa IrroM,'s of 1.0 it plliliM.idwttk vimn p1.islinbN A•1 Grlhnxl-IIelrf I.IIoM10./J. Job Truss Truss Type City Ply RYAN HOMES / SUMMERLAND WRCSUAL5 IFL05G FLOOR GIRDER 1 1 A022221Z Job Reference (optional) '• Al Row 1 russes, ron F9erce, FL jav4o, ceslgnigal Wss com Kun: a.7ZV s Nov lZ Zul r vnnt: a.IzU s Nov 1Z ZU1I MITek Industries, Inc. Wed Jan 17 14:36:53 2019 Page ID:?sOQAlzBGko2hFpRYbzzzOpep•7hg8GORKzhJtNMIT_gCCOOCoV3vdESPXvp6zuRE 0.1-8 3x4 = 10 3x4 = 3x4 = LOADING(psf) SPACING- 1-4-0 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/rP12014 LUMBER - TOP CHORD 20 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 20 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purims, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 1176/0-7-4 (min. 0-1-8) 5 = 1172/Mechanical Max Grav 8 = 1176(LC 1) 5 = 1172(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1170/0 BOT CHORD 7-8=0/1170, 6-7=0/1170, 5-0=0/1170 WEBS 2-8=-1636/0, 3-5=-1636/0 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-" 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) 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: 5-8=7, 1-4=67 Concentrated Loads (lb) CSI. TC 0.19 BC 0.40 WB 0.38 Matrix-S Standard Vert: 2= 1036 3=-1028 DEFL. in (loc) I/deft Ud PLATES Vert(L-) -0.01 6-7 >999 360 MT20 Vert(CT) -0.02 6-7 >999 240 Horz(CT) 0.01 5 n/a n/a GRIP 244/190 Weight: 21 lb FT = 0%F, 0%E w'N rw eiM Mn am MalAvakw.y llia0/ i•rY/41Ysin•dl U UwrAd hlr r.lrril trr.U 7 4o..r/b Y.i y e 49•idilrrMa/b bel•W.ris,..ON. 6 4rowl.aYiralr -dgq Anth" T. Tomtw 111, D.E. ra06M.•q Wen M4Y OrA YPs.rOdr Wtl.•UIiYrYd.,r•iA b f.rUrrYdFfll oirlRl.6 d rlir•IWn,/YMuW r.O F Yip.uA rYq,YlYrnfn a 8 3 rwrrr,*.rtr YM,v.rYr Rirr nrrrin rl 6...1b lr•61kIIjri1 YlylllrWro iwulrp dpdw ON NO* nyaYenrYn/rMiA r.M k*bp .r Uwe Wan.iu Lott. Blvd A..hr tlalhr4rre7r 7•• Mal•M Ir M14r RYA [*u.rxrbWlM*.,.64 frs.lyw+wwra uyYtdbnn•01N.m. Foortrt Place, R 34946 atMl' 7b O f11A A•I trrl bnw • A.Dwr I.1..A. a, /J. 41r.6ma d6n hrgeO,'s wyI.a is DrAiAilrl.dOrpM mirth In.iuuir.6N A•1 t.rl6.ues • AirdaJ 1. took III,/J. Job Truss Truss Type Ply RYAN HOMES / SUMMERLAND A0222213 WRCSUAL5 FL06GE Floor Supported Gable 10ty1 1 I Job Reference (optional) Al KooT r russes, ron nerve, r c rryno, oesrgn(a a r rruss.cwn nu,,. o. , <v ..v. , < <.. , . 1.,,.,. .. 1, , 1—. ............ • • . _.. __ .— . , ID:?s00vllzBGko2hFpRYibzzzOpep-btEXUmRzk?Rk?WKgYOjRZdl?1 TL9Um5ZIZSHrYzuRE O-A-8 OA-8 LOADING (psf) SPACING- 2-" 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 No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(ftat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-" oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 64)-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-" oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 CSI. DEFL. in (toe) I/defl Ud TC 0.08 Vert(LL) We 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 Weight: 111 Ib FT = 0%F, 0%E O rYr Ib R ym Y'1r R4r 116Y1r0LL1'liWW AUSrIWRAq (610Y(Yg1)WOrIOfiE Tr MIYY 1 M ro INfobibmkO bgPRlrr&Am I. InkKrt Mlw%" re KL Ymdnra Or.rM..I? wr.r1rir,4rr.rrrrR.rr rrrr nM.a••or.1.0rao••lrado wlawme•avnatlo .+ + • M MtlaVY T. Tombo 111, P.E. r. re runrrgwenrny.rM rrO...rO.d,.rwgoo rrarm.,aft=Mdr46limb h rrry itnW.bqPr4OrtarwWftdbWm.a4rr sw02610rra1arrrny.rrrr 38=3 rr+yr rtr.u,Wrrrmrrrranrerrwtrrr,t,y.tsrrepapWuramrwr,d.srr nr. tRl,r r,rrr,r`nn,r*..im,r yt wrmurrv...au 4451 A. Lucie Blvd. d.1 Mrlkrde,49r 7•^ha M,W Ir bwr,,yr br i rYIA*.6a,Srs lyroOR W tlArrdi n rn/fd ON. Fort Piece, FL 34946 4rfppgb0}OIOIIt rlfi f,n-ralrgl.l MW,/J. teprMmddith rY,uorbai,r rlite4 ill aor dm pni+rir6w11Wb sxs•btMgl.IsMm,J. Job Truss Truss Type OtY Pb RYAN HOMES / SUMMERLAND WRCSUAL5 FL07 Floor 7 A0222214 Job Reference (optional) Al Roof Trusses, Foil Pierce, FL 34946, design@allruss.com 0-1-8 H 1 2-" 4x8 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Wed Jan 17 14:36:55 2018 Page ID:?sOQvllzBGko2hFpRrbzzzOpep•33ovh6SbVlabdgvs55Eg5riOttVrD4Li DCgO zuRE R:4, 2-" R:4 30 = 34 = 3x3 = 4-8 Dead Load Dell. = 114 it 30 = 34 FP= 4x6 = a to In, 13 US = 4x8 = 3x8 MT20HS FP-- US = 3x6 = 4x8 = 3x6 = 3x8 WB= 24-7-0 24-7-0 0 25 d Iv Plate Offsets (X,Y)— 11:Edge,0-0-121.115:0-2-8,Edgel,123:0-1-8,0-0-121,125:0-1-8,0.0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) 0.7017-18 417 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) 0.9617-18 303 240 MT20HS 187/143 BCLL 0.0 Rep Stress Inv YES WB 0.61 Horz(CT) 0.13 14 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 125 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(ftat)'Except* W2: 2x4 SP No.2(flat) OTHERS 2x4 SP No.3(ftat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 22 = 1335/0-7-4 (min.0-1-8) 14 = 1329/0-3-8 (min. 0-1-8) Max Grav 22 = 1335(LC 1) 14 = 1329(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4511/0, 3-4=-0511/0, 4-5=-6556/0, 5-6=-6556/0, 6-7=-0653/0, 7-8=-0567/0, 8-9=-0567/0, 9-10=-0567/0, 10-11=4551/0,11-12=-4551/0 BOTCHORD 21-22=0/2565, 20-21=0/5823, 19-20=0/5823, 18-19=0/6653, 17-18=0/6653, 16-17=0/6653, 15-16=0/5848,14-15=0/2618 WEBS 2-22=-2835/0, 2-21=0/2152, 4-21=-145110, 12-14=2876/0, 12-15=0/2137, 10-15= 1434/0, 10-16=0/878, 8-16=317/157, 4-19=0/889, 5-19=-313/160,6-19=776/422, 6-18=-252/254, 7-16=762/435, 7-17=-258/248 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) 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 1..4.nu.bm01A.b11tonn9Srula lamuttnextnurontamnr@Itr11•IOrUawrra1 gewp.wnrnr.m.eeb,.hWb"P@1.ibu.trl.d.IL11IftwomwoMtWnr.Arom.b1N,1* 1,I,,,,.O,j..J/M..IbbO.M.Y U.be.t9eP•.%/dltP•IbW..IN1*IYOI.W../r Ibf.11T A D•MYrM/bv N1.YjO1.61AM.,1111.bMyninP.4Y Y1.1....xrM Anthony T. Tombo 111, P.E. Iw/Ml.ubgMYrbbwiNlq bb.,bo.Jt.b.A.^.bbagku ..bb„x,IbO I .b.ibbdMYgt*idMl. bgpWolk1).lwYn..4b6m.6W,brs.,*.u O.MbgMb drnp.Yg4 I SM3 2. 9d1q np,.itNh&.Uon WedYb ID.t b Fmt.r prdw 4b bo"t.^dwii, w.m. pilo ,ilr ln.Ilxl w„f.olr awln rionLIY>..M,.p.mlUndl.n4blm/M,Ip,Iw1Myl,,.I1.0 .,YO.s,r. 4451 St. lode r.. trWMhrtr'n*de...,r,MdMnM,M a.tw.M¢ly..nlPlbhlblM¢s..Im.Sirslp.4.rMwMy U•rrr.rn,wetlM I1H. ZtFort Pierce, FL 34943494 6ryPiltt O fP1/411.1 b.xn • A.rlpr I.ImM @, /.t. 4pboil. dqk I.Iiow, is ley trs it pd',1'ned.,6.I M1e wine ye.i.v.bwt•I I/d burs- WMy 1. Ink IP,rJ. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND A0222215 WRCSUAL5 FL08 FLOOR 6 1 Job Reference (optional) Root 1ru55e5, run rrerce, ra. .,.7ro, uesryn u a uvaa.wn, 0-1-8 H . 2-" U3 II 1.50 = Sx10 = Sx6 = nun. v.,wa nv. .c w.. r....,. v..w ..... ............... ................. ...... ......-.... .. .......... ...ate ID:7sOOvllzBGko2hFpRYibzzzOpep-XFMHvSTDGciSEgU2fplve2glJHrLyXUrOV).,RzuRE 1-0—I , 2-24 1 1." I 34 FP= Us FP= 5x6 = SOO = Dead Load Dell. = 114 it 24 23 22 21 20 19 18 17 15 15 Sx8 = Sx10 = 3x8 MT20HS FP-- 3x8 MT20HS FP-- Sx10 = Us = 1.50 SP= 1.50 SP= 5x6 = Us = 7- LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) 0.64 19.20 496 360 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) 0.88 19.20 360 240 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.11 15 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(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 puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 104).0 oc bracing. REACTIONS. (lb/size) 24 = 1452/0-7-4 (min.0-1-8) 15 = 1452/Mechanical Max Grav 24 = 1452(LC 1) 15 = 1452(LC 1) FORCES. (lb) Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5472/0, 3-4=5496/0, 4-5=-8340/0, 5-6=-8340/0, 6-7=-8340/0, 7-8=-8713/0, 8-9=-8340/0, 9-10=-8340/0, 10-11=-8340/0,11-12=-5496/0, 12-13=5472/0 BOT CHORD 23-24=0/3109, 22-23=0/7253, 21-22=0/8713, 20-21=0/8713, 19-20=0/8713, 18-19=0/8713, 17-18=0/8713,16-17=0/7253, 15-16=0/3109 WEBS 13-15=3375/0, 2-24=3375/0, 13-16=0/2581, 2-23=0/2581, 12-16=-265/0, 3-23=265/0, 11-16=1897/0, 4-23=-1897/0, 11-17=0/1181.4-22=0/1181, 10-17=-304/76,5-22=304/76, 8-17=-1056/305,7-22=-1056/305 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. 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-" 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: 221 lb FT = 0%F, 0%E hri rr..s.yn+.M'irl00r ll6xfj18L7j tiBil not iGpMW= MfD unP19K%'r*..Mr6* 4ddo"wlnlrn**" Mir4r1d"1.tmkkP1lbmlwisive a4isidis 10001ba6M 4340.Or ll.nldienes rm.rrr UrinrMu IrrOr.lpoMl=1rd.gDr rxd onv a+r rYr rYyrq.drrrrb4rr*I.oe+O1.rIMr;,r•OH are4 nrY4rrnold" Anthony T. Tombo 111, P.E. d.r4OhL.urgMY brnyra.+rC..r0.1+r.mlrvr.rar.rr,.r o+rq.rrrre.rrtlH. lr rrrlsr wwW+ruu..w.1riScrY rlrgOiYri Jil+ 3 80083 rrri y.rtrre urArr.tirMrr.amrr+W 4rwMr.o.+teer.rfmpr+rtihMrf«rn anarrll-+pro nuNWY..ru 4451 St. Lucie Blvd 4b.nrwhrrrr4 r+^+9ha rre.o yl hrmre4yr„y.,. b.fra.I r.+.r rs uy.ehiro.re sr.ou. Fort Ple+ce, R 34946 am re„u4ludu.rrr•w. It.r.m,rl.ra m..lanai..m,is nylon, isjoe r4.aonrvim.trrenor.Is»l-ltnhnws•wl.rl.Who9LrJ. Job Truss Truss Type oty Ply RYAN HOMES / SUMMERLAND WRCSUAL5 FL09G FLOOR 1 1 A0222216 Al Reo1 Truscn_c Fnrl Pi-Fi 7dOdR ae ..r.7 lr.. Job Reference (optional) •' - 0 0 0.1-8 HE 3x3 II o -- -- -• •• • •- < < • • • • ••,,. v. •cv a •.ary 14 cv l r mr r eK rnousuies, inc. vveo Jan 1 r 14:36:56 2013 Page ID:?sOQvllzBGko2hFpRYibzzzOpep.XFMHvSTDGciSEgU2fplve2gGXHsSyTGrOtyOwRzuRE r 1-" I 2— 4x6 11 3x6 FP= US = 3x8 FP= 1 1- MSH422 Dead Load Dell. = 114 it US = Sx10 = 302 MT20HS FP- US MT20HS FP-- Sx10 = SX8 = Sx8 = ISO SP= Sx8 = LOADING(psf) SPACING- 1.4-0 CS1. DEFL. in (loc) 1/defl Ud PLATES GRIPTCLL40.0 Plate Grip DOL 1.00 TC 0,40 Vert(L-) 0.64 17-19 490 360 MT20 244/190TCDL10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) 0.89 17-19 355 240 MT20HS 187/143BCLL0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.10 15 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 222 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 24 = 1244/0-7.4 (min. 0-1-8) 15 = 1815/0-3-8 (min.0-1-8) Max Grav 24 = 1244(LC 1) 15 = 1815(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-4929/0, 3-4=-4945/0, 4-5=-8085/0, 5.6=-8085/0, 6-7=-8085/0, 7-8=-9189/0, 8-9=-9721/0, 9-10=-9721/0, 10- 11 =972110, 11-12=-7546/0, 12-13=7525/0 BOT CHORD 23-24=0/2720, 22-23=0/6769, 21-22=0/9189, 20-21=0/9189, 19-20=0/9189, 18-19=0/9189, 17-18=0/9189,16-17=0/9342, 15-16=0/4136 WEBS 13-15=-4474/0, 2-24=-2953/0, 13-16=0/3713, 2-23=0/2413, 11-16=2240/0, 4-23=1969/0, 11-17=0/411, 4-22=0/1 428,10-17=340/0, 8-17=0/1167, 7-22=1747/0, 7-20=0/393, 8-19=294/0 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. 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 3-110d 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. 7) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 20-3-4 from the left end to connect truss(es) FLOSG (1 ply 20 SP) to front face of top chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 15-24=7, 1-14=-07 Concentrated Loads (lb) Vert: 11=-1127(F) r.q• rm bygn•r.r 11 xp 1w2irminvow [no, VW* r.p wp rnr r/r-d-w-MimshVP%"0lgrrirLii race. ri rr M20krr n. Ynrrl.0W rIA,4 eL1 o dorrrwrrlp.r dl urbnrryhpspr,U rirlr.r wl Ttinr..oporrpl rr q•ry.dMYrYyrr LnrlgW.r11.1.r•1R1 OrLynr.p.tirrrorre,nUM Antl6ny T. Tornbc III, D.E. wrriinur.irrearny.ryrso.w,ro..,re.a,ige.ri•wry..rr rrrrnrcr miq.rrti i o.epnrrrmr.irr..rrinurairego.*.um..rr,arrrre.4rryrmynyrriru. urnra rmrrpomrpWrnrraiiiyrq.iygrr.m.piywerhinrwro adrprrrru oual.,r rarerrun a 180083 Anti Yrrprfr ri•.1. Mg1 di.M t.Lrl M1lmrrngfywnr0lrhY brrw.. imffrrolrr./rYr. Y.Mdrennetlr.IFl. iy.•innrrpirl.rin.6r,e•.,.4. 4451 St. Lurie Blvd. Fort Pierce, FL 34946rry+gbOAl/A•IbrlLnw•ArMg1.IwIrN,/1. frpdrmnddbbcmed,boltarifprlibikdri a0tmmn/erntio 6uA•Ir d6rtwf•Adlrryl.lroNlO,/f. Job Thus Truss Type Ply RYAN HOMES / SUMMERLAND A0222217 WRCSUAL5- FL10 Floor 10ty2 1 Job Reference (optional) Al Roof Trusses, Forl Pierce, FL 34946, design@altruss.com 0.1-8 HI 1.5x4 II 1.5x4 - 3x8 = 1.5x4 11 Run: 8 120 s Nov 12 20V Print: 8.1LV 5 Nov 12 2011 meek Inuusules, -G. VYGV JOn „ 1-0 JI cv,o —btu ID:9sDCMIzBGko2hFpRYibzzzOpep-0Swl6nUrl wgJs_3FDWGBAGNKzg7chyU9SXhxStzuRE Dead Load Dell = 31 Sir 30 = US FP= 1.50 II 3x4 = 1.5x4 It 3x6 = 3x6 II US = s 6 7 8 9 10 11 12 99q 3x6 = 3xe = 3x6 = 1.50 II axe = US MT20HS FP-- 4xB = 11-s o i 20.1-0 20-5ro 11- M 8-" t» Plate Offsets (X Y) - 11 •Edae 0-012] 7:0-1-8 Edael 19.0-2-8 Edae1 112.0-1-2 Edge] 116:0-1-8 Edae] 119:0-3-8 Edael 121.0-1-8 0-0-121 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40. 0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.50 17-18 474 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.00 BC 0.98 Vert(CT) 0.68 17-18 349 240 MT20HS 187/143 BCLL 0. 0 Rep Stress Ina YES WB 0.76 Horz(CT) 0.03 12 n/a n/a BCDL 5. 0 Code FBC2017lrP12014 Matrix-S Weight: 101 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat)'Except* T2: 20 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) 'Except' B2: 20 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, 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. (Ib) 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, 5-0= 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, 11-14= 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. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-" 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 r.+ p• el.pl.o.r a mtrroa9sNue lamuiaerumimscep rmlrlrmonurmrra 1en,rn•Ir1r .rr,.eri elr.rrl.yPllirr rrrr.rlelo.rlr+.o9lsie.l.. erlla..ror.r nA,rt rNn.olrwlvrerrMrverlar rlre.nr rb.W.xlerr4MlsweRnrpl.elemn+rr+le.+.evw+l rrwy+r,.plm/pnr.rro.y..rinri.>ywyell..l rrgrrn,rrrr AnthonyT. Tombo III, D.E. rn.+Hulot. 7lryarlly.l r+so.r,ro.d/re.rge.rwenq...roae+rat.rarrrrrrp.rrnFi.orals+ru{r wlu+rrllo.dlyrysprmrr.porrreq.y+ 780083 w rgrlWrrrulurn, rsewiorrpann+rrmrt.pww*moss"Xiilnm+hunrlwwl+elrrpe+*raouft"It..mar/rwl+rl.ek4m,1.loyrpmM!Im,dere,rle 4451St. Lucie Blvd. rr.mris 4. trreprperoepwar.r/1m4 NImMybow Isi trarpMye.•InnkmlW+1R sugetrrnoeea+rnu. Fort Pierce, FL 34946 pbpedelieedtAsdecmAisalsmsptldned.idraieomnpnisuwhwA•Ibdllssm- Whist, 1.look M,FJ. Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND WRCSUAL5 FL11GE Floor Supported Gable 1 1 A0222218 Job Reference (optional) ' mow, ....aaw. vn •c• . r. , ca,yn ay. a n•uaa.4N• •• -- o. • u D •vvv •L Gv I r —1111. O. ICv S Ivvv I c cu I r Mr I eR rnousrnes, Inc. vve o ,ran it ia:30:an zuin rage p,y ID:7s00vllzBGko2hFpRYibzzzOpep-UeT1J7VToDyAU7eRnEnNlTwhv4i40a38gBRU JzuRE M- W LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 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 18 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(8at) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-04) oc puriins, 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, 25, 24, 23, 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-" oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-" 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 PLATES GRIP MT20 244/190 Weight: 89 lb FT = 0%F, 0%E ti+Ir Irwra ymY. r •al ro0r IraYlrtaltryaaw mwr msmom mrollro•.tnwonerm+rra rrI rll r..Onrl.r..I• s,mnnu I lrr r.rr.rlrrRrl. rreoosYI.NII,. tlllb.m rr.r tm,y wr sllrlrrrlrrrm.rrU.aurdrr.Gatruhe I.lrur. I.crrorrr+nrr.Ml+tinl w4rr rr.ylmoaw.rrm.r.,roudr4lcrdl,+rrr.nrM AnUWWT.Tombo111.P.E. rMrebmarntrr nr•nr.uyrtro...rodl.rmi*r.rye,Ne.rwretre6rnrrrelw arrnu.trwprrr r.rw..rrt.lr rrrra..urrrlae,wrr,.r.old e 3b%d1"b Wrtr.. U enul.Yrrpdr wrrY nlrYalGq If4ylrrw(16grYIY11 I11rWIn inulY rlrro IFIMnrny.iA,rYxrbi•I hyr.L,I,MJr1.r4wtlrinn.VIu 51 St. Luck Blvd. we.mr.Ikrtra dre.ntibar.r+rr.r h6nlMgfysbrT•arrwr.,.b•nSrs.ter•IrRnrr uIMII.-r..I.Iatlir.I1N. Fat Place. R 34946 tMli o„urtuatln,.,•t.1..wm.ra. trp M r4ekw.m,a.a.r,r.faroa.rm.rl,+,.e.11R 1•r,n-ww.tLlw.m,J. Job Truss Truss Type Oty RYAN HOMES / SUMMERLAND A0222219 WRCSUALS HJ3A Diagonal Hip Girder 1PIY2I 1 1c Job Reference (optional) u.emcn none o..-.. Al Root Trusses, Fort Pierce, FL JON4b, oesign(glaywss.com MUM O. V[V 5 ••wv is cv i Or runt. v. ,cv a —V •c w •. •••.. w ••...va,.•w. o- ID:Ts0OWIzBGko2hFpRYibzzzOpep-yql OXTVSZX415HDdKxJcGhSggU0i91 plvrA2XmzuRE 1 S p - 4-2-3 r 1_H 4-2-3 30 = LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) 0.03 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) 0.02 4-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purtins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 3 = 99/Mechanical 2 = 266/0-10-15 (min.0-1-8) 4 = 54/Mechanical Max Horz 2 = 71(LC 19) Max Uplift 3 = 60(LC 8) 2 = 160(LC 4) 4 = 3(LC 8) Max Grav 3 = 99(LC 1) 2 = 266(LC 1) 4 = 73(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. II; Exp C; End., 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 20.0psf on the bottom chord in all areas where a rectangle 3-" tall by 2-" 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 60 lb uplift at joint 3, 160 lb uplift at joint 2 and 3 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 20 lb down and 20 lb up at 2-1-0, and 20 lb down and 20 lb up at 2-1-0 on top chord, and 7 lb down and 6 lb up at 2-1-0, and 7 lb down and 6 lb up at 2-1-0 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: 1-3=-00, 4-5=-20 Concentrated Loads (lb) Vert: 9=-5(F=-2, B=2) PLATES GRIP MT20 244/190 Weight: 15 Ib FT = 0% u.r•rb A.•Y.r •u roo kssns fvunt w xu4 u®uorsknraruMrmeaawn'ra n,p s r,r.. Nrmshs rn.ypAgr4 ks r Lhaarl rd.4r sd.r a wrr.M YM.4 m.rr sw rrsdsr dr4m r,ar r.mr•yrp.p,.tror n b r wrr.n m.oab r.p..mr.urrb4 ya4 n.ubw 4mrr..rorl.4rap wrru rti rrs,.rrr Anthony T. Tomtw 111, D.E. I r.rar rnurnw b4 rgNt4ab4.,bo..lmiwy..4 wybup..rubsabn.rY r4 drlr,urrnu.4w da4ur 1W.u/btno,.u6rrrsaq.re rrrgarr4i.y.rrga 18W83 4myh,rrreu nrrrrr4iorr rprr+abr ry.rwrrspa4rrerernrsruo mbrp.apravri b+4n ms+ruoa4u.nwps.rwwop5on.ru,sa re.wu 44515t.Lucie Blvd. srnb Wrirrrrt.a+1 Yn grdrrMM,d 4lmrha>.h•M10)bM1 Mq r..lmfSro l wsa IW.{ U pdrsnso Y IYIFI Fort Pierce, FL 34946 ppglr0ttl{Altrdlmsn•A rgl.laMlt,rJ. teprlrmr dthis l"onto•'surhn isprlilirlVA06tmines rn inialn A•ltwlbruits. Adlrrl.hsMlO.rJ. Job Truss Truss Type city Ply RYAN HOMES / SUMMERLAND WRCSUALS HJ6P Diagonal Hip Girder 2 1 A0222220 e, D—f T...--e- r,.w 0:-- A. Job Reference (optional) .ft y• .u,,. o. 14v a ,.w •c cur f rnn1; o. i2iJ 5 NOV 7Z ZVl f MI I eK mousines, Inc. Wed Jan 17 14:31:00 2019 Page ID:?s00vllzBGko2hFpRr bzzzOpep-O 1 bokpWjKrCujRopuegrou?gUuEwuU3R8Vwb3CzuRE 7-8-9 1'-`+-0 7-8-9 Load DeRT116 it U4= 0 4-4' 7-4-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.32 4-9 286 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.31 4-9 298 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(CT) 0.02 3 n/a Ma BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during buss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (Ib/size) 3 = 196/Mechanical 4 = 109/Mechanical 2 = 437/0-4-4 (min.0-1-8) Max Horz 2 = 100(LC 4) Max Uplift 3 = 128(LC 4) 4 = 91(LC 5) 2 = 310(LC 4) Max Grav 3 = 196(LC 1) 4 = 141(LC 3) 2 = 437(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=S.Opsf; BCDL=5.OpsF, h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; porch 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-" 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 128 lb uplift at joint 3,91 lb uplift at joint 4 and 310 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)18 lb down and 18 lb up at 2-1-0, 18 lb down and 18 lb up at 2-1-0, and 44 lb down and 59 lb up at 4-10-15, and 44 lb down and 59 lb up at 4-10-15 on top chord, and 3 lb down and 20 lb up at 2-1-0, 3 lb down and 20 lb up at 2-1-0, and 23 lb down and 55 lb up at 4-10-15, and 23 lb down and 55 lb up at 4-10-15 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: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 11=-8(F=-4, 8=4)12=-5(F=2, 8=2) 13=32(F=-16, B=-16) ha h„yq,,,Y. b•111Dd iB143191111'1 oY111 KCp t IOIdIg11dSW jAKI"IINQgyWRra h01 hYD q rtr n.lnbrb In1I hs*hrr,Pmlrr 1 bbS.Il Id-,o9eYLrf,a h111I--r qW r I,y h1N„>fu,IYn JrMr-Irrlv-YnY Ur nfhy bpsDf.fl JhP,rjr W Rir,nr,-,gl-o/rl„rvr,,,,slop,s,HyrrYy/rl,nfflOi hlArr,-r llLl bhq,nnyr4rhq,-Ire, n,rYr MNom T. Tombo 111, D.E. fr-,rryrwrlh,uYgr,lrinhn4-w4 rCn-,rhr,tr rhlhrhq-,er, Mod r d.r lr sib hoihlrhl-row. rA.-I rmrgWwlbiny-d4g1e0q O,*,eOY-r gdrhr„ye,Yp4rha" buffo 8M3rhoY, Oro uM-r 1prr ,e-r r /iYn r hlY7hgiee141/ lrmr(IO rMd,f h IKrS11I o,anolr p,rr,ro. oN lanrnpeAdM rM-,r me h ,y., Iqr hgh'r. r l,ns ber-,rm4451anwMrMslrseh h et.lgeYr,tiMA1-MrI,Mlhlm+MybpwnWlr-ImsSrr-Ip,a Y,M.ugrtl„Ir-sosNr-IM1I. St. rypirb O 1011 /•I twl Insws • Wbrq I.InhI N, /J. Iepdail-d 644utew, is fry IN& ispebihhl -idols de wipes yeeissinhn I.11W hnws-IeMry 1. TWO 18, P.I. Fort Pierce, FL1e34906 Job Truss Truss Type Oty Ply RYAN HOMES / SUMMERLAND A0222221 WRCSUA4 HJ7 Diagonal Hip Girder 5 1 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 3494b, oesign((Baiuuss.com Kun: a.lcu s Nov lc 20 / runt; o. rcu 5 nvv Pc cv, r m„ wK ;,ww*ul, v- v-W JO„ +.ijv ID:?'s00vllzBGko2hFpRY bzzzOpep-uD9Ay9XM48KILbNOSM L4L6YSIIcLdsObM9t8bezuR EI 4-11-0 , 9.10-1 4-11-0 4-11-0 4x4 II 1.Sx4 II 3x4 =a LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MS Wind(LL) 0.02 7-8 999 240 LUMBER - TOP CHORD 2x4 SP N0.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No-3 SLIDER Left 2x4 SP No.31-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. REACTIONS. (lb/size) 5 = 155/Mechanical 2 = 46810-4-9 (min.0-1-8) 6 = 323/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 78(LC 4) 2 = 232(LC 4) 6 = 68(LC 8) Max Grav 5 = 155(LC 1) 2 = 468(LC 1) 6 = 323(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-269/66, 3-13=-755/158, 4-13=-099/165 BOT CHORD 2-15=257/697, 15-16=-257/697, 8-16=257/697, 8-17=-257/697, 7-17=257/697 WEBS 4-8=0/255, 4-7=-749/276 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 pst 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 2-0411 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 78 lb uplift at joint 5, 232 lb uplift at joint 2 and 68 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 95 lb up at 14-9, 78 lb down and 95 lb up at 14-9, 40 lb down and 54 lb up at 4-2-8, 40 lb down and 54 lb up at 4-2-8, and 60 lb down and 56 lb up at 7-0-7, and 60 lb down and 56 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 14-9, 10 lb down and 9 lb up at 14-9, 13 lb down at 4-2-8, 13 lb down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down 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 (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, 8=31)14=-85(F=-42, B=42) 16=41(F=2, B=-2) 17=54(F=-27, B=-27) PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0% bir•M1osrrjll „+1,. r'1110Q 1M1ZMI[n Goa 1M1ulorolsntD4rmM11monuuArrr.lapeerPmrsr,rrl,arts,I,aPYngQDJrrldrtt lr-M.Il Ida-a11,e ten n. i+Iram Oat.rID,q ns1 e Inrrw.wrrtmar,dl rssrnsryl sp..l4arrl rw.gtM nm,ampnerrm,.ea*.opmindMrraarrb901-sapm-lbW*."MMV.Ik"UM"NWAR .n,,rq Anthorr. T. Tomb* w, P.E. rweMlaur-II,IYrbrny-,4Yrerena,r O dl E.wlgr.rl,Y rq-.rrortOrra.rirr drll OarDLl.r drrlNr-tw.uerMr,dBrla q>t,q aOY-rl,gddMrmI I d 8=3 bba"bWol, 000dnaIN DidrPdrsrPAW erYWrler-rld/rlertllln,eaao-bP" l is V"&%fr, 4451 St. LudeBlVd. dn,-aMhal- aa1 W aadyMdl-MY,e,d rlmstMyfgranl111r041 be n.rlmsSraul¢.eglall dup"rmnafrd YI1N Fort pierce, FL 34946 r OIAIA4. 11Wbnlas•Amb1 I ImbeM,PJ. ededned6is/amrd,'an lams alildWwi*wIkwinn -issirbmA•)trtlnsrs•Adla 1 look III,PJ. rypiAlo 9 • 1eP 1 P la / Job Truss Truss Type city Ply RYAN HOMES / SUMMERLAND WRCSUAL5 J3A Jack -Open 9 1 A022222 Job Reference (optional) a I waaryn uya,uuss cvm mun; o. izu s Nov lL xul r I-nm: mizu s Nov 12 zul / mi IeK Induslnes, Inc. Wed Jan 17 14:07:02 201W Page ID:9s00vllzBGko2hFpRYbzzzOpep-MPjY9W rSScylxCO3sJIJ4Noh3gMOZkboPi74zuRE 1-0-0 3-0-0 1-0-0 3-0.0 FZM 3-" LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) I/deft 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 0.10 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 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- TOPCHORD Structural wood sheathing directly applied or 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 = 70/Mechanical 2 = 188/048.0 (min. 0-1-8) 4 = 38/Mechanical Max Horz 2 = 71(LC 8) Max Uplift 3 = 44(LC 12) 2 = 106(LC 8) Max Grav 3 = 70(LC 1) 2 = 188(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=S.Opsf; 8CDL=5.0psf; h=25ft; Cat. II; Exp C; End., 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 i3 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 240-0 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 44 lb uplift at joint 3 and 106 lb uplift at joint 2. LOAD CASE(S) Standard ft*.Ihm10.0'Pi"b'14WI1=(%B1 am IWO1IlW=ffiIWf11MA[1WA=1r IN, %146 j rMn rnlab 0 Oft Imino b"POW6 Alit 14s0.rtt&w%wkinm Yft Ar Olt.bI.rb YIN MOr tleltvAlnMbbO)aanY In int Ory Alrs0i.111O10lOprljbtr4aat Ylr*roOaaglAlm4b dtud arngrlpaDYrbbAly/btajlMtOyM broM.ar III I. bOeip atgall,Yd nrlOat, Wrill Anthony T. V.E. Wnr4MlnuAlrq AllbtbbrrtplO 4b0ina,b0'trdO/q..b Ml,Ygr.Alburutib C.bpdbWMYYuYdRI b AOb101dgWru b hrt 6hll.ftq tr I,OWrrAlgdrMbuquiYt/ A 80TIK1111. 0083ObllYtMaWhdYr. O on own k N bPMrair"" db N1"U ar=/HO r UnC.PI1POWIF IRMISKl widMeWim ps/uObnbrry. IN dd1M/bhnk*N,1 M1PbP sw1tn - iOrs,n 4451 St. I.We Blvd. da9ai"k&(W%d1PW1P—NP4dN1K"W V1nJ%%JM1*WJNWft daps"MUNd61M Fort Pierce, FL 34946 Gry+qb0111AAItI011mtet• Ardagl.I IN,/l tep mNdd'nlYlaeu,unllaaitpdilned lEMdcvlma/aoutir6wA•ItMlLnut•A Ielrl.latl IO.r.I. Job Truss Truss Type RYAN HOMES / SUMMERLAND A0222223 WRCSUAL!5- J6P Jack -Open 10ty4 PIY Job Reference (optional) Al Roof Trusses, Foil Pierce, FL 34ti4b, oeSrgn%yaIlruss.corn mun: 0.7N 5 Nov rc cv r r vnnr. o. rcv 5 rvwv rc cu r, m r an nru vo, I .. ..cv mr... .+.... v.. w ,.. , wv ID:?s0OvllzBGko2hFpRYibzzzOpep-gcHwNrYccmaTavWOZnNYOXd Rr51d5rptgSBFgXzuR E 1-0-0 5-6-0 1-0 0 5.6-0 2x4 = 5-2-8 LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.13 4-9 505 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.07 4-9 988 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 19 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 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 3 = 132/Mechanical 4 = 64/Mechanical 2 = 299/0-3-0 (min. 0-1-8) Max Horz 2 = 100(LC 8) Max Uplift 3 = 86(LC 8) 4 = 55(LC 8) 2 = 201(LC 8) Max Grav 3 = 132(LC 1) 4 = 94(LC 3) 2 = 299(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=S.Opsf; BCDL=5.0psf•, h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right 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) 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-" 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 86 lb uplift at joint 3, 55 lb uplift at joint 4 and 201 lb uplift at joint 2. LOAD CASE(S) Standard trrr• ttmr r.dy r.h47 i tltt ir691fSiriY1t14W tar6l tOmnOrin31W f llnl'IImONr[Alrra rlr.,rrmrnr rd b.tlr imr evr r9xlrr t t ImLo, rt tdnmbsYrnu lin..i. mr r Rl,rq rat 6 tr.r4rw rrwto.rdi nrbmuyEpp,.ymrlep.grw.tnrrw W 6nwonira." q Anthony T. Tombo 111, D.E. I r.urr t.uwRrr,nrnq.vrrrra.,r0't mly..r Ir)fq..rar04rtl.rtlrrY/Ii o.rlM1lbord4rDrwW.0Oft inn 6Y11 ftr,I.boom rbq*4b%rTWry4 38M3 rmyt riru.urnurrwmrr rrr.rrra goy.rsrrrspatirmgtnrvunr rrpe r.rnonrenrr.y.mas,ranrrn.u y..trn wop5rp,.rt.,e.rre,dm 44515t Lucie Blvd. w.. wre.rbrrr.r r.r.g ar.rdr irtmsbobowblm&b414MYt..tm,frmtomdel lobt duplrrnm tld.lrri Fort Pierce, Ft. 34946 rtrypit110711tAItMllmrn•AAwrl. lmbrl4,r1. trprboinr16b4 wed,umrbrrairpdiliMmOwtOeninnre.isua6wA•Itrdh„ur•WIg1.IMMN,rf. Job Truss Truss Type aty Ply RYAN HOMES / SUMMERLAND WRCSUAL5 J7 Jack -Open 15 A0222224• Job Reference (optional) r1Al y.,yv...v.v.r,,. nun. v..cv a .wv ,c cu 1 r rorn. o. !4V 5 NOV rC N1 r me I ea inausUleS, inc. vveo Jan i i i4:J1:o4 z018 vage ID:?s0OvllzBGko2hFpRrbzzzOpep4orJaBZEN3iKC25b7Uunzk9VOW Ng13136upCzzuRE 1-0-0 7-0-0 1-0-0 7-0.0 Dead Load Deft. = 1/6 Ir OI A l7 3n6 11 LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.10 5-8 818 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.24 5-8 350 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.23 5-8 356 240 Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.31-" BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6.6-12 oc bracing. REACTIONS. (lb/size) 4 = 183/Mechanical 2 = 342/0-3-8 (min.0-1-8) 5 = 90/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 = 133(LC 12) 2 = 92(LC 12) Max Grav 4 = 183(LC 1) 2 = 342(LC 1) 5 = 128(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-517/26 NOTES- 1)Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; 8CDL=5.0psh, 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 nonooncurrent 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-" 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 133 Ib uplift at joint 4 and 92 lb uplift at joint 2. LOAD CASE(S) Standard u.1•rw r.trp r..b a roo ISIYsi <H 1 rapes I1o411061001S1rlWItLft111OW41IfARba %* 69jr-,bsdnrrdn M IMS hVP"P Qldb Idles 1. W.M.11Oft— oldw ra Mn/dbMr mi b ft1,,dr blN nrdrl-s4rbndbbRO lr nY 4,6m byb'uQi.11rprfJlp)bnd wiN*rvr1 mI1No16 tud y„p Wpbbin dbbpinNytll blrw.W11H. 41n no p4661otru.+M I dNwren.l . udMlnub FYgb4ngdb4-.bOrifge-4b1&1k4vbbciWdbU.bid%hdM11goar1M 4 i/d41NrnW.u/64gm61rgd,l,,Ya r lYgd,IM4npeYryd A^thony T. Tomtb 111, D.E. bw4by-d4rrbd. durm .u-n,-blabrn' Ylr,rbrll..saklbsptvlNee111sndWl ideolbPd Ibn011bh615Mdtlndb4ntMYM,lesrtarbntirr.,.w, 3 rbn-Y-1hr(rrrnrrrN,r,gMd^bsY l M 41mtbY 6p-is101bMY4bYre.rr lnnlrmhl-sdreY4l llgb4deonel4d IF1 4451 St. Lut1e Blvd. e (gpgb020164•1low La-s•6Ar 1.InkM,U. k eklindWnMrsd,oa INbis rilbW* 1064w n Fort Pierce, FL 34946 q P r M Mrs+i- 6w6•Itwt6nsn•Au1a11.hoM10,/ J. Job Truss Truss Type ON Ply RYAN HOMES / SUMMERLAND AO222225 WRCSUAl,5 L01 Hip Girder 1 1 e Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34846, 0esignsaltruss.com Kun: a.1Zu s NOv iz zu7 r Prim: C.ILu s NOv iz 20l / Mr reic indusuie5, inc. Wed jan it w:ji:uo cu ro r 1.50 II 30 = Dead Load Dell. = 1/8 Ir 3x4 = 3x4 = 1 16-0,0 5-2-88 5-0.0 5-2-80-3-30.3-3 Plate Offsets (X Y)— 13:0-1-4 0-2-81 LOADING( psf) SPACING- 2-" CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.23 7-8 842 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.22 7-8 869 240 BCLL 0.0 ' Rep Stress Iner NO WS 0.14 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight: 64 lb FT = 0% LUMBER - TOP CHORD 20 SP No.2 'Except' T2: 20 SP M 30 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purtins. BOT CHORD Rigid ceiling directly applied or 4-3-15 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 = 1124/0-3-0 (min.0-1-8) 5 = 112410-3-0 (min.0-1-8) Max Horz 2 = 35(LC 12) Max Uplift 2 = 810(LC 4) 5 = 810(LC 5) Max Grav 2 = 1124(LC 1) 5 = 1124(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2- 3=-2518/1800, 3-19=-2364/1750, 19- 20=-2364/1750,4-20=-2364/1750, 4- 5=-2521/1802 BOTCHORD 2- 8=-1663/2341, 8-21=-1681/2361, 21- 22=-1681/2361, 7-22=-1681/2361, 5- 7=-1648/2344 WEBS 3- 8=-229/379,4-7=-233/380 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=S.Opst h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Cantilever left and right exposed ; porch left and right 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 fist 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 810 lb uplift at joint 2 and 810 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 231 lb down and 245 lb up at 5.6-0, 72 lb down and 99 lb up at 7-6-12. and 72 lb down and 99 lb up at 8-5.4, and 231 lb down and 245 lb up at 10-" on top chord and 137 lb down and 199 lb up at 5-6-0, 54 lb down and 78 lb up at 7-6-12, and 54 Ib down and 78 lb up at 8-5-4, and 137 lb down and 199 lb up at 10-54 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the 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=-00, 3-4=-60, 4-6=-60, 9-14=20 Concentrated Loads (lb) Vert: 3=-184(F) 4=184(F) 8=-124(F) 7=-124(F) 19= 72(F) 20=-72(F) 21=-44(F) 22=-44(F) urr • rb. r.ry .b 11ID[r sfv'1 mlW liner tomnnsDawnronrumonlwrrr ra l.q y p.rrrr r.b. eh lnr e.r yDel.rr u.r 1 4b.r1 N.o9ern.,. M+r..n, a.e. b m, dr W— Mpb+Y/M"1011:01.1id1 ur6.r Mup 6pvD.. lfq..)6ur.nlNn/ . /r rn..1 r..YMYrYy r Mtrbbr.Yler/..Y eN. blegnW.4Yw1.1...IM Anthony T. TORIbd III, P.E. 1mdMingi. ba",bngW dOon..60witI q/.6604 kwo.Ybamilb tl.Y i.ob hdMlYlo6r111A q d 80083 bnlbl iv' I.IIaY. ddndnYblA.lbpmtrlMf/bYW1 0 R mDoDl hlll.lfxl n,bdbpr prn ONYlnbnpMON,.IIM h4m M+j..Isn MopNj.r.I btt Oa.s,Mn 4451 5t. Lucle Blvd. A.I. WIIrrld.ngM q.YMgMdr.Mlwl.l M1lmrb g6*w n lYRlAgbY s..6mfrWigw4q MYq. Uq.idrnnetldYOrl, Fort Pierce, FL 34946 ry(rypilbO7DIAA• Iteelhnus•AUAayl.lndrN,/J.lep ddnbtaar,unllumhpdibiW.i&Wbemints pionmIna A•111Wbrim -Aidayl.bmM10,1.I. Job Truss Truss Type aty Ply RYAN HOMES / SUMMERLAND WRCSUAL5 L02 Hip A0222226 Job Reference (optional) r ' Al K001 IMSSes, FOR vierce, FL 34846, deSlgn(Waltrus&com Hun: B.1ZU S NOV 1Z ZOl7 Print: BAZU S NOV 12 ZU17 MITek IndUSbtes, Inc. Wed Jan 17 14:37:05 2018 4x4 = 40 = Dead Load Dell. = 1/16 Ir N r 1.50 II 30 = 1.50 II 3x4 = 7-6-0 8--0 1541-8 16-010247-2-8 1-" 7-2-8 Plate Offsets (X,Y) 13:0-24,0-2-81,14:0.24,0-2-81 LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.25 7-18 764 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.19 8-13 985 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 59 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 4-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-7-10 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 700/0-3-0 (min.0-1-8) 5 = 700/0-3-0 (min.0-1-8) Max Horz 2 = 45(LC 12) Max Uplift 2 = 460(LC 8) 5 = 460(LC 9) Max Grav 2 = 700(LC 1) 5 = 700(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1131/1791, 3-4=1018/1791, 4-5=-1131/1791 BOT CHORD 2-8=-1575/1012,7-8=-1593/1018, 5-7=-1575/1012 WEBS 3-8=-322/216, 4-7=322/216 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=5.0psf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 24)-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 460 lb uplift at joint 2 and 460 lb uplift at joint 5. LOAD CASE(S) Standard nay nma.AmY. W&I g0110151{1'911a'1 QM Ito a UU M1r110aIN4 JW"LWRYa I•rI Any I Mnrml.NrMImsrsye..yPlgr4 Ibs,ll Id•n•9oldnna Kss•mfadsI11,y ew rrlr/rnrrrrtnrnr aslmkWbpsils.laoalAa)dadomlftWnMmsmP nrrpa,,.I.rw4 Anthary T. Tombo III, D.E. W- r2a6mr11WOrnrar4 S 8W3 r mq rofo. Ura dd r IAr r /mar(rrrrrrr Iq.f faq IrerpogrYfr h lertw n iidAa p.r*arn InI A4m Yngrmia rt.s/r bnr r y..I.na*t•. r I•n11.eaYw. Wa, 4451 Jude Blvd. rLdn wdpef+o r4.dq M d l•MYMd A L.n bYpFa w x 101 r41146a¢•.• Innfau•f4ra dy MYR alqulrrn no tlr llH Fort Pierce, FL 34946 Gppipi10]DIAAIb Ihnw•AArgl.lmMlo,/J. ttpd oioslAitMtemisnllam ispdiloft"SNOedionpusisvl Ism A•1Wlinrn•AoMr1.look a P1. Job Truss Truss Type Ply RYAN HOMES / SUMMERLAND A0222227 WRCSUALS L031 Common1 10ty1 1 o Job Reference (optional) All Roof Trusses, Fort Pierce, FL 34946, clesign(agaltruss.com ran: ts.izu s Nov is zui r Print: o.icv s Nov rc cv o i me vcK nwussnr-s, mc. vvcv .ran s r s..,ar.vr cv I. ;.W. ID:9s0CrAlzBGko2hFpRYibzzzOpep-jNWRCCc6g_4u3WgAocSUaNn2NicY1 dkT146TpIzuRE 1 0 0 8-0 0 8-0-0 4x4 II Dead Load Dell. =1/16 it 30 = 1.SX4 II 3x4 = 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 0.87 Vert(LL) 0.27 6-16 719 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.20 6-11 972 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.03 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 56 lb FT = 0°/v LUMBER - TOP CHORD 2x4 SP No-2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 3-9-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation auide. REACTIONS. (lb/size) 2 = 700/0-3-0 (min.0-1-8) 4 = 700/0-3-0 (min.0-1-8) Max Horz 2 = 48(LC 12) Max Uplift 2 = 457(LC 8) 4 = 457(LC 9) Max Grav 2 = 700(LC 1) 4 = 700(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-1118/1783, 34=1118/1783 BOT CHORD 2-0=-1562/997, 4-0=-1562/997 WEBS 3-6=-647/347 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=S.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; porch left and right 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 noneoncurrent 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-" wide will rot between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 457 lb uplift at joint 2 and 457 lb uplift at joint 4. LOAD CASE(S) Standard t.il IYw+unplrmlurY11IRf 1111MICIIIIIIJ 1rsO,rltd O % wwm r+IdA Olt0Y9k.* rhomm000OstimlwrrwYInA.im•a" dit, , .IN.pri"do IN- 6yrrwplm,pwew1110 ..W1,lrrcpa,.ge.-rdy.su,,rM AntharyT.Tombo111,P.E. r. u+MtnnlugFAl n:Mpni Orho,h/ws'IrM.MrpOuYrNrrs*u.rt•*a+/YW.hltr4rrdr1l olrlRl h prd+YlprgWwr+bintt,r.aYuO Or*.rur!`rrrgO/YYmpnYry+ 8=3 bui. 9bWol, b. non wr•M RArnpsOm as P""db "trga+lnq orePNFAMIr In rlru wsdaurr purpdM V"Mm ft. -Ain 4451 St. Lucie Blvd. r! u`IurarMrt+gr YrnpMdAlnb+i hlmiM¢hjwMrOlrra¢e..Im SN.[gw+q WYg ngolr.mwnl*rrlN FOR Pierce, FL 34946 q tgpi1b0711A1•Ilrllnnw•4drgl.lrbrlP,r1. trprtrmr+d6hlrrrd,uslyfawitpAibiwWd Ikww"panistiahn4•lbdhnus-Anln/l.InbeW,11. Job Truss Truss Type Oty RYAN HOMES / SUMMERLAND WRCSUAL5 M6 Monopitch 4 1PIY A0222228 Job Reference (optional)o ` nw+ ! MZa S, rvn r+6rr/B, rL JOVRO, oes+gntga uruSs.GOm Kun: mi eu s Nov 1Z 2U1 r Print: 1r.120 s Nov 12 2017 MI7ek Industries, Inc. Wed Jan 17 14:37:08 2018 Page ID:?s00vllzBGko2hFpRYibzzzOpep-BZ4pOYGR IClggPMMKzi7aKNU65hm5HczksOLkzuR E l -1-0-0 1 5-11-4 1 0 0 5.11-4 1.50 II 4 1.50 II 4-4-0 LOADING(psf) SPACING- 24)-0 CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.01 6-9 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.18 Vert(CT) 0.02 6-9 999 240 BCLL 0.0 ' Rep Stress Ina YES WB 0.11 Horz(CT) 0,00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Wind(LL) 0.02 6-9 999 240 Weight: 24 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 5-11-4 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 = 221/0-8-0 (min. 0-1-8) 6 = 303/0-8-0 (min. 0-1-8) Max Horz 2 = 117(LC 8) Max Uplift 2 = 102(LC 8) 6 = 132(LC 9) Max Grav 2 = 221(LC 1) 6 = 303(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 3-0=-209/381 NOTES- 1)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 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 bad 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-" wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 2 and 132 lb uplift at joint 6. LOAD CASE(S) Standard ury•raw s.+Ir+M.6,1.1WIssasrtelerlOnMerUWUM1W4r11MQlQ1139Vrra1.66wpmmlal"Wom.r+1+srwp"Onlrar6dqt.tw r0.r1lb.Ilrsnv.mINn4l.rhr.r.rino* bin• o+%rr++Y4rwab YlD rr nr arlmM+lrl W.tlm+llT.16+r.wlrhrwn.mlr lrpirur.p.r,+rq.+NyY•ry1Y+rina+q.l.rr>Aw.iell lr Mtlpm.p 1+•1..+,wrM IIOM1rT.TO+IIb(/111.D.E. i I rw4MlnwbgFAlr,bw+rynl bAw,rO i OmMq..YFYrtYy..t.u tlibW.rirY dMllr ubrlM1t4q+d rlprgOdl'w binw,rdrldgb*,M1ue.r gOrMYn WIt 8=3 rwq,*.rtm. u era wwrrpm+rprs+rrarpter.rteyr..spoglrorM1terwrw+d.rrp.rp ours,rny.mo,ranrre.npwp.,t.,+rnptr wru.ndrs+., wn 4451 St. LKle Blvd. A.nw+AAMM rr..i.l.MMdr r+1.4.1 M1Im+A+glgwnm1Y04ypJp..w lm+Irs lrw4 MWq Ygrdr mneNwl IM1I alFort plerce,FL 34946 gpirbll)MiA•ihrflm+n•Ag6mI.IrMm,I'LltrdrM detb/wum,unylraisptlJiwM&WGoMike pa.isurAaA•IUdbosses •A somy1.Ink III, U. Job Truss Truss Type Ply RYAN HOMES / SUMMERLAND A0222229 WRCSUALS, M6E Monopitch Supported Gable1 JOtY1 Job Reference (optional) Al Roof TruSSeS, Fort Pierce, FL 3494b, oeslgngBalUUSS.com Kun: oAzu s nlov ec N e t r"m o. vcv a ww ,c cv. r mn cn . wwu.ca, nw. .. .a,... aye ID:?sOOvllzBGko2hFpRYbzzzOpep-BZ4pOYdRICIggPMMKzj7aKNU66em5CczksOLkzuRE 5 114 5-114 1.50 II 20 = 1.50 II 1.50 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Verl(CT) 0.00 1 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 24 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- TOPCHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1040.0 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 = 17/5-11-4 (min. 0-1-8) 2 = 198/5-11-4 (min. 0-1-8) 6 = 308/5-11-4 (min. 0-1-8) Max Horz 2 = 116(LC 8) Max Uplift 5 = 11(LC 8) 2 = 95(LC 8) 6 = 128(LC 12) Max Grav 5 = 17(LC 1) 2 = 198(LC 1) 6 = 308(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3.6=-250/397 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.0ps1; BCDL=5.Ops$ 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 8 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 ANSlfrPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-" oc. 6) This truss has been designed for a 10.0 psi 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-" 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 11 lb uplift at joint 5, 95 lb uplift at joint 2 and 128 lb uplift at joint 6. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard ir r pirmr. r'1 rtp m6S8f lr'1 a u IBrSI tormoate>'lIN'Qlmonocri+rra r q hyp.enr.rrr so Iwi In4trrq{ghrr r rl.rrr rt 1 oSY•1+ . FMrer.r on r D,M rtr/r nrr rrrmrrarr,.t n rsl.•0.1 g4••irW wowrn mpudit 1 -0•tir,4riq.nri"ar.a"Emil AnOwny7.Tanbo111,RE. ra. rert ur.lwrnr,mwrro.r.ro..r r.mrgo d t8=3 rrr Irwrr rrdr drnrrrrll rrrrrrnrrur.rtq.rtetr..pltpr m+hrreuo r.rrrNrr ps m+rny."' —lift dblossilwn1mlhoplorelbmI ..+u "51 St.Lurie BNd. a.n,lrrti lr,o rr•..Itiapr iarr Irn.utiyty.rrmrerye+*•,.Iw,Sry.ty.rwi+r uapr,drwnnlsdral Fat Place, FL 34946 r(.PloHllllllulbnw-ArUrll.beM041J.1ep bn 416h' eu,orll air Ja>tlad aee.riMle.hdr b 111r1Unxf•Wlrll.l Io/J. Job Truss Truss Type aty Ply RYAN HOMES / SUMMERLAND WRCSUALS MG7 Jack -Closed Girder 1 1 A0222230 Job Reference o tional 4 - w. ...a 'gun r.a . ru ,r., ' uaayn%ya muss.wm Run. o. rcu s rvov rc zu1 r rnnt; mizu s NOv iz zul r mi r ex uhauslnes, Inc. Wea Jan 17 14:37:10 2018 Page ID:7s00vllzBGko2hFpRrbzzzOpep-7yCarEe7zvSTwzZkUl4BC7PiBwbREsKvR2L7PdzuRE t_ 3-5-13 7-" 3-5-13 3-6-3 1.50 II 3x6 II 4x4 = 6x6 = LOADING(psf) SPACING- 2-00 CSI. DEFL. in loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.03 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix -MP Wind(LL) 0.03 4-5 999 240 Weight: 40 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc pudins, except end verticals. BOTCHORD Rigid ceiling directly applied or 9-2-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 1778/0-3-8 (min.0-2-2) 4 = 1374/Mechanical Max Horz 1 = 138(LC 8) Max Uplift 1 = 473(LC 8) 4 = 432(LC 8) Max Grav 1 = 1778(LC 1) 4 = 1374(LC 1) FORCES. (lb) Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2138/550 BOT CHORD 1-9=-606/1942, 9-10=-606/1942, 5-10 606/1942, 5-11=-006/1942, 4-11=606/1942 WEBS 2-5=-386/1588, 2-4=-2183/681 NOTES- 1) Wind: ASCE 7-10; Vult--150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; 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 24)-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 473 lb uplift at joint 1 and 432 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 868 Ib down and 246 lb up at 0-10-12, and 867 lb down and 247 lb up at 2-10-12, and 867 lb down and 247 lb up at 4-10-12 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 (pit) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 9=868(F)10=-867(F)11=-867(F) e.rylr.r.,rlrrr.r rroormsarlelnowMal kOM=WWrW.InV pr1MWly.%*6rw.+.rrnr.r.65tra,r*n gR=Irr.rtlob RtL%,o SWWnwlftn•.nrl.rm.rl hr r, i.r rrarr.,m.r.r.tr kr..rv a••or.+.owe,••tr•r.w,sa,a.Q,rnrr.+r+.+•r•.rnv wrr.r..r.ern.•ar.rl.r,r nu.ttie4 oyrc.rrairt"6* MthwyT.Tombo111,P.E. rM4rru.nr.rruenrnr urg4ra..ro.r.rar*r.rrr rrr..•rardaru,rarrrdwe•rnu. ar 4rtirww.4r6a rr4rrrr,.rhrrrl olerwrmrarl+g4 rwrtrrrrtrrer urrur• rli.rrxunrNrraarrr,k.ywwgr.r.pgrrarrrtxrxct r..rr lrn nN saray.u.rrrrrrt.ry.,tarrnyy..ru.art.,.u„ s3 n.. wnwhr trey.lr•a4barr+ t I,ark+41 btmracyrry,bartrs.lq•m grr4 ugrbwnnal•InI. 4451 St. Wcie Blvd. OPII/Alfwllrnrn• I.I••/•U6PJ. el pr.i WlowyLlook ULPJ. Fort Plerce,Ft. 34946 rypide Ilr6rq tepdrreraOitNrrer. ir I...ir rlSilr/i0rr4l1rai0n uir•brAlt•rllraus- Job Truss Truss Type oy PN HOMES / SUMMERLAND A0222231 WRCSUAL5 VM3 Valley 1 1 IRYANJobReference (optional) LATn4 InCILpsyjeS inc- Wod Jan 17 14-37:10 2018 Paoe At Roof Trusses, Fort Pierce, FL 34946, design@a Som Run. o. icv a , Ov.o... v. .-... ..... . ...... ..... __--'_-• ..._' _.'_ ID:?s00vllzBGko2hFpRYibzzzOpep•7yCarEe?zvSTwzZkUI?BC?PkOwoAEOYvR2L7PdzuRE 3-0-0 3.0.0 20 LOADING(psf) SPACING- 2•0-0 CSI. DEFL. in (loc) 1/deft 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 Weight: 8 lb FT = 0° BCDL 10.0 Code FBC2017rrPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-0-D oc purlins. BOT CHORD Rigid ceiling directly applied or 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) 1 = 90/2-11-6 (min.0-1-8) 2 = 67/2-11-6 (min.0-1-8) 3 = 22/2-11-6 (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; Vutt=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; Lumbar 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-" wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard M1110rV n"11lImartnonrmamWlfm'oIuoonBs.trrr."kol..b, W.eitnson untwoer.eiMmirrwrI e.rl.frarrnn Ia...r.r>•h cormoss r Adk,.Wrrm°r-r r.r.w>•wtuesec roerM"lony Tanbo 111, P,E dmdmWmbNJ em.ro.. r"web.wimpm",•r°rorrut.ra.1rrrwR°rodwr.lr ermr.rbiwrieI'me 4nesrmdrr.+ra rrrr.yswN s 80083 d rurrrr rtr.. u. w.rrrrmrrr rNrn rrx ay.rteyr.rpitpr+wA rtain r.rr.+r.r. ours.r.y ia.r..rr.n r.y...u.4rru..rrs. ru 4451 A. Lude Blvd. 4v.wwryrtr,A. ir• y4i.r,r4.i Irrminytyobrrre Iy Iw..tw sp.6i•e r+rs uaprarrn..o o.1•tni. Fort Pleue, FL 34946 ppidtOlIIEA•Itwllin+n• IINMrl.laiM01,IJ.lepiMio•dSnhr.wrssrbwir JSitdr A.qqt•nrtnp irtiw6 111 6rsxf-IAr11.1aMU1./J. Job Truss Truss Type aly PN RYAN HOMES / SUMMERLAND WRCSUAL5 VMS Valley 1 A0222232- Job Reference innfiona- H i moor 1 russes, ron rsesce, rL .4vsai0, oesign(lya 7 truss.com Kun: a.l zu s r4ov lz zul r Ynnl: a.l zu s Nov lz zu1 r Ms eK Industries, Inc. Wed Jan 17 14:37:11 2018 Page ID:9s11avllzBGko2hFpRYbzzzOpep-bBmy2afdkDbKX77x1 SWOlDygEK55zSn3gi4gy3zuRE 5.0-0 5-" I 2.4 1.50 II LOADING(psf) SPACING- 2-" 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 WS 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017lrP12014 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 54).0 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 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. (Ib) 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=5.0psf; 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 41 lb uplift at joint 1 and 75 lb uplift at joint 3. LOAD CASE(S) Standard ray M•rn¢.w..r'N Illt a67RjWlFritifYl raD1 fOdGID6l6I0Y(O 0 jdurnafFrrb 1•R YfyOtl r 1111. M r.. e.Mnrrrrrrrm.r.al b.1.nldtlt4r.y.ow6 yrur•wla nr,avoedle I lryetina•+wrry rn urob rlsr,.rou.bwrroq.ar+a1 .rrr Anihary7.mDo111.P.E. rrarebtn• rpArynr.r.hero...ro.dr.rrar*r.rwwrrr.rard r4radrbdw*arrOM. b"WerlsrwWNdrIsm aWq.reonp.rse..1kmdrrr ryrwd t 1100H3 rwrlrvt.urur urnwr.rla.+rr.•nr rn rw.Itorwrlr.r.MAnrwAnlrw1n.r.rrpprr nuia.,r•yerrr.runrranrr r.Im Myt..lmnr+a...lw lode A..w ll!.(rrr07b 9•^y1h4Mw rrM NhmIt * t*s b NlrMyAs4.,. both" 4r. OgMOiA Ugrl.Mro.rnY I.M. To fortPlerce.R 3494ti ogt ac 3494nsid10111AAltdbns-Adb. ryl.IwM01,/J.Iryss+/M.dditMneb.i.ulb.isptlbitd.iDwtO.air.pa nw.bwAIldbext•Adlag1.1vololki'l JANUARY 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTLOI 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. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 Attach Er w/ (4) 16d To 3) 16d Toe n..K.e„w..r•aounce(m8r aewme c rau.Nml uonnae a...rrv+r.r.r.wwo+r l lrr.a+ar.s•.. t,„.rer.rm.y aM..& oft errwrrro•1,r 1,elnWVlgw9 Yp*4rM1rwrrlrNP+ft0w*w+rpdlba Andwy T. 7ombo III, P.E. rw+w.nrwrrF r.4e11+ro...18hd1..orgr.rr.a r...r.r++ret rrrr drr aarou ear++rorr wa.+rurw•ry rrFo.*.ar.rrnyrrrrn,wry+ # 80083 rwgrrr•rrso man vr•rarrrPlN"re+r.*r"i-lb w+s+grrrrp gr+Whrrfup,r'.+rr.. v"Nwft.o.urn ran+rsoaoe,rnna pbWwlowrron,+n e451 St. Lude Blvd. m lEMkr4r+W7•+rlg 1•r»i.+.+ OiiwM[*ss1TrM1,Ar,r.•4wf}or•6Pr+111 U4 l rnoaMr•IM. Fort Rerce, FL 34946 Gr:+i eo»ILLIurlLnvs•A Lbi.m,r3. tr'rbowaeKaiwao.)ai.braaad.BLre.imr.Frr.4a.r.4lwinws•uao,LLi m,t FEBRUARY 17, 2017 I ALTERNATE GABLE END BRACING DETAIL I STDTLQ A-1 ROOF TRUSSES 51 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORO 1' - 3' MAX. DIAG. BRACE AT 1/3 POINTS 1F NEEDED IT IS THE RESPONSIBILITY OF THE SLOG. DESIGNER 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. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES B 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. 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 (MIN.). PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - IOd NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. ENO 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 WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d 031' X 3') NAILS SPACED 6' O.C. FOR WIND 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 1 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 ZT1 in STRUCTURAL / AN AOEOUATE 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 INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS JVLY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98. ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN I DRAWING FOR UPLIFTS. I 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 772-4WI010 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' O.CJ 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. 4r.•Ihsr.mi.r'U tl0lllkfa('ml[R C4tli 111.1(ODE4bIN(p0flm]AIOitl4'4o rprAl.w+rnr.n.Mi ub Al lrr m.ItisRrLMe olrril.. . Ynr.w sr.rll,.1 N4n r pb 4ib JrrilliM l M bMbyhpn0'.1pa"br4iY Md.q Dflpnrl*v4%v/Y pinurr"mp.ubb irhi}/rnmlwny T. Tombo 111, P.E. I rb4eu.,r.rierl.r Oros,ro...rrr*r.rrti n.rure4str rridrl urrai.r.r4relr.ir rrb.r w s+r i.rbalerrrM r r8=3 ww" w rrrlru. uresr.rllsomb rrrbnrrbr lwr.ld,ir.7aprrrrylnrftumor..rrrr.waewr rwnrwrri Mhq..i oiwPt wrime.rr•,ren 4451 SL Lucie Blvd. e tlrk trd7r. wlA lrinwlnl bbMbwbpm*OR riY%byw..bMfrm. bpw 4gbi1R Fort Pierce, FL 34946 lgpiO0101644Wlmm- k6Rl.lmi*Mt.L kpdhmwolAKlwetmi,'solbn,ep4bril doom ftvitro prr.ntiwisldWllm+n /dlgl.bubl0,/J. JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 - , A-1 ROOF TRUSSES 4451 ST_ LUCIE RLVD_ FOI SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4' X 4.5') WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A 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 M 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 6112 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. ram•r bom"nn.00,94MnmrjWr+)out RI4ube %*6 rpmvmadrod nal"b nkw"lMJrr,o RI.rian mom pohm. rw,w..rar•rls.ri atawwn, oft *lk rrrntbn,w lfflwfooph ..Gf.7 er11*wlrwl00YIN W 1f.n r r n/n'w wrnWIYMFy rd*b"s"ale 0,ob,W %s6w, pw,rtiwrw.f..rr raarinfrwrltiernyAthlrlm,rD.w'ffe.C.lp.rryw+*.,.rar.art[,rtlfrrYdYY4a rIM.6/Dr Wa rlwf.uY I.r oq,.mrrr.arrrr, a AnftMT. TomDo111,P.E. bdiRkWodt . urndr.rnlrrpsnrt.rrnarrtyLvVWWgblo p(Iir orhMrmfw,awrrtwarraaitrfrm wwnrw,arunfay..u..tn c4..runfsr 4a515t.L=eBlvd. htih4MnwMtolmsb*tyrrb101r0Y Mup.r6wgss6 wnawl uq+r mwntld.11N. Fort 3 St. Loce, R. Blvd. ftpinitbOtlllibllwlUnof• luiwtl.hol.lglE trpmbd=w&bdKml,uplhp%h'liM.id.qdr.tmr.tnaimiwRwl•Ilwllnffn4ohm .IrioIII, E J,VLY 17, 2017 I TRUSSED VALLEY SET DETAIL I STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 VALLEY TRUSS TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EOUIVALENT. 3 INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. S. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EOUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. P r2 SEE DETAIL 'A BELOW (TYP.) SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. ATTACH 2X4 CONTINUOUS M2 SYP TO THE ROOF W/ TWO USP WS3 (1/4- X 3-) WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A NO SHEATHING) N.T.S. BASE TRUSSES GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS TYPICAL) 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 6112 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. rYr l..rlrr. u sr.rnlrrrm,rrr,rrwr t frgre..pnprr.rynlr>tu r.r.re. a+.r roa.r.nrrurr 4wy.trr,r*...e4hrrn.wrr h lb.% Wt*wtimrlry oeW.nw. 7pi1Y 0 UII1.1 W I.un •IAr11.1rM01 RL tepd wrdK6r.rx i R M. eEi14r/:4i.aQt odDn Iniawatn./•I W Insrn• Wwl I.IrMl4/l. w.W r..r.e *W.rm,rJ be1 VUW.+.r7orMft oa y AMtwnT T. TomW 111, P.E. ar.rrgrrrrwrs44or s 80083 MI,Pt.rfnolrie..rm 4451 St. Lucie Blvd. Fort Pierce, FL 34946 JULY 17, 2017 1 I\VJJLL! VPIL.LL I uL_ 1 L/L 1 P1111— I (HIGH WIND VELOCITY) STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 7-1 WIND DESIGN PER ASCE 7-10: 170 MP1 MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE:' MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24' O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UNGcn vn c. nN,7or mw oc 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. NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 (MAXIMUM 12112 PITCH) oee f, w,•Mlrn narrr'11gp1q 111t11ryplHol11YS110411iDrit15Wr140yr(ulNlipna..%r16wtlbow"mrannmON.a1D.rl do- taim& ph" Odle "Warn.wW+its uwbwptwopt.im bOM4 6 wdol" Mr#wm 0mtowrrpMrwr.p.alm40uY,YMow4lbd lan6 ri.rl.{,iA1.bl,d a rlli,rY r1 ApywwT.Tombolll,D.E. r../ Mtaabr7leWteaa,IgraD..,ro..tiergrea6alrlM erararrarRrrrdtil,ran I.HrRerrrur.warrr4.a.sY t.r4 an*,.a..rkgarwraq.sYlgr f OM3 rhYgr ertes.Onunr.ealrrrtraaor Crrtr tw wfrgtrawpty,relglnrflurmemrb WW pow.1111 Ohm% noleYalr Nora lau",rulrry l*ra rimy 0 '' Abu 4451 St. Lucie Blvd. Or. arMdhrtrdaul ,.e wa,M sl.fu.a.r VtraAy yr.nylrMirA a..Im.hNt.rglr ugrtdrnrnM.lellN, Fat Pierce, FL 34946 r F61RUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409.1010 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS 7z; VERT STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL I _ -I BRACE 4' - 0' O.C. MAX. v DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF M2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 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 M3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' OZ. S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIOSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240 46S STDTL08 VERTICAL 2X6 SP OR SPF STUDPBRAICE N2 DIAGONAL BRACE 4)-16d NAILS16d NAILS SPACED 6' D.C. 2) IOd NAILS INTO 2X62X6 SP OR SPF 02 2X4 SP OR SPF M2L HORIZONTAL NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - IOd NAILS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - IOd NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, ROOF PLYWOOD SHEATHING TO SHEATHING 2X4 STO SPF BLOCK 2)-IOd 12' MAX. i _ xz NAILS 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED ID. IOd AND 16d NAILS ARE 0131'X3.0' AND 0131'X35' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL ATBRACES T1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP 031 STUD 17 D.C. 341,10 5_11 6-6-11 11.1.13 20 SP 931 STUD 16' O.C. 3-3.10 4-9.12 6-r11 9-ID•15 20 SP 031 STUD 24' O.C. 2-H 3.11-3 54-12 8-1-2 2X4SP92 12'0.C. 3.10.15 5-6r11 6-6-11 11$14 2X4 SP 42 16' O.C. 3{r11 4-9.12 646-11 10.6-0 2X4 SP 92 24' O.C. 1 3.14 1 3.11.3 1 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 6. O.C., WITH 3' MINIMUM ENO DISTANCE. BRACE MUST COVER 90X OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF 92 OR SP 112. TRUSSES B 24' OL 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - IOd NAILS. HORIZONTAL BRACE SEE SECTION A -A) END WALL IEAN ROOF HEIGHT = 30 FEET SURE B OR C 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. PION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MINFRS. IT-BRACE / I -BRACE DETAIL FEBRUARY 17, 2017 WITH 2X BRACE ONLY STDTL 9 f NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER SOX. OF WEB LENGTH. PHIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO ONTIN000S 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 10C 6' O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS 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 1-8RACE 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 1-BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEQRLKRY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THEddwTOPCHORDORDIRECTLYABOVETHEBOTTOMCHORD, SECURELY FASTENED TO THE TRUSS USING ANY A•1ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 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 VEB WITH (3) - 10d SCAB WITH (3) - IOd TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). r ATTACH TO VERTICAL INAILS ( 0131' X X) BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING J Z ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') 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 SCAB WITH (3) - IOd NAILS ( 0131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK ( TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH ( 2) #12 X 3' WOOD SCREWS 0216' OIAJ 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 JOINED 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) - IOd 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 LATERAL TOE -NAIL DETAIL I STDTL1.1 ,, A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409.1010 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 END 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) OIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 o 135 93.5 85.6 74.2 72.6 63.4 J 162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 c> p J 131 75.9 69.5 60.3 59.0 51.1 N 148 81.4 74.5 64.6 63.2 52.5 i VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: 3 (NAILS) X 845 (LB/NAIL) X 115 (DOL) = 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30• TO 60' 45.00' ANGLE MAY VARY FROM 30' TO 60• THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEVS 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 F 14 IFE$RUARY 17, 2017 UPLIFT TOE -NAIL DETAIL 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 1.7 131 59 46 32 30 20Z O J 135 60 48 33 30 20 f') 162 72 58 39 37 25 J 0 128 54 42 28 27 19 Z Z 131 55 43 29 28 19 LU O 148 62 48 34 31 21J to J N Q M Z 120 51 39 27 26 17 O Z 128 49 38 26 25 17 O 131 51 39 27 26 17J 9 148 57 44 31 28 20 M 1 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 END 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 35') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 133 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND OOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR Sl E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY IL NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT I STDTLI3 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 I.0x4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS STDTLI4 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES 4) 12d MAX 3011 (21-611) 2x6 #2 SP (Both Faces) 2411 O.C. SIMPSON H5 a.h.irr.Mhwr.rwmmC6f 101amuCsf•ommlmi falitl rr• rhM n.r,rrn.row r.s l rr+..u.rva.usr w rr. rw r•r.rrrL rr.r n.e.nM4{.MM4•+1rr..,A,v..v rrr+.+r ry q.+,rrry ray e..rr.rsr~+, w1.A rr/rr.ur.•rr,rr,w rY•oFr,rO,r•r.e•rrYhY.,•r,r+.rK rr rrw/w rtr lRl. rwwLru.grl.'.rr.a'r hrr•rr• r rrh rrlrs. ornrr•rlurr.•rnrlre.Ir ra.rrr{rr.ryo{M•A+harou..r.rrp.+rrr, o.rnr.y.ar rrw rwur.r.,r rrh.rr ew+•.shrn..wr nr.,r Mr•.alrrrr#•...nh....rr+r u.rrr....rr•al. r (i Y0111{41 Wlmv.•{rIq I.IrM D,It {rrWdwr nIr•re,i•r, IranP.MliM•tlwiM nbr {..hr.{MI I•rlmw•Aw/1.irM O,/d. AmJvwy T. Tombo Ill, P.E. CM) 51 St. lode WWI. Port wafer, FL 34946 FEBRUARY 17, 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTU1 , DAMAGED OR MISSING CHORD SPLICE PLATES TOTAL NUMBER OF NAILS EACH X MAXIMUM FORCE (CBS) 15% LOAD DURATION f FEW ARY 17, 2017 I 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 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X_SCAB (MINIMUM N2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (148' OIA. X 3') SPACED 6' O.C. 2. THE ENO DISTANCE, EDGE DISTANCE, 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 BE 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 12/12 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 N' Ir 16 0 a `` At 44 biAx H71 Diu uh sn a:..R•Nl. 41 6' ai Ct CanGiK iD Ct I s 0 40 e Q O V t 3 ME f1 S f 4 HEIM! 4 A, Q 8 c c ta c c on, c 4 r— r 3 5/8" 5 5/811[ HATCH LEGEND 8' - 0" A.F.F. 8' - 8" A.F.F. 18' -17/8" A.F.F. NOTE: Trusses are designed for SHINGLE material. cr,vity (; 50000) / twm V Notify truss manufacturer if material is other than shingle. Horhontal (> 3500) I Y 5 r— ter.. ( UNLESS No7ED 0T11ERYVISL NOTE ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISf) NOTE THIS TRUSS PLACEMENT DIAGRAM IS TO SNOW TRUSS I.D. AND TRUSS LOCATION ONA. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS FOR BRACING a ERECTION DETAILS REFER TO RCSW3 ANO/OR ENGINEER OF RECORD a " REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING A JUS24 ON TNW6 ©- 01®I••- C 7ND26 IMUS26 ... OD THD28 © --- V --- OE THD26Q MO ... lei. . TMO &... OI- G HANGER BY BUILDER r8j BEAM BY BUILDER NOTE UPLIFT CONNECTIONS FOR ALL COMMON TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 STRAP (BY OTHERS) UNLESS NOTED OTHERWISE EXCLUDES VALLEY AND PIGGYBACK TRUSSES) LOADING ROOF FLOOR WIND LOAD c LIVE LOAD 20 10 ASCE 7.10 O 5 DEAD LOAD 10 10 150 MPH f71P C LIVE LOAD 10• 0 CATEGORY II O 5 DEAD LOAD 10 5 ENCLOSED TOTAL LOAD 10 55 FBC-2017 i DURATION FACTOR =S 1.00 TPI.2014 REVDALE BY REMARKS 1/17/YDI R ODDEWOATE It s understood U1al above mWitions have been reviewed APPROVED a ors acceptable for the APPROVED AS NOTEDfabricationattrusses, elevatwru,p°ehas, overhangs, REVISE AND RESUBMIT fascias,oeainq elehelhOna/pitdhes, bearin0 REJECTED conddwns It all doted paralninB to this truss placement plan. No back chaig s whD be amepted without previous wreten DATE approval from an A-1 Rod Trusses represem"ve. REVIEWED BY PLAN DATE I ARCH: -,-/— STRUCT: -/ /— CUSTOMER I RYAN HOMES JOB NAME I SUMMERLMD A' GARAGE RIGHT OPnON(S) LANAI/BRS-BATH 2 COMMN Y L07 0 CITY COUNTY BLDG BLDG TYPE • Jog • - I MASTER WRCSWLS DATE O4/20/2017 DRAWN SCALE ECC N.TS A-1 ROOF TRUBMS AFLOMDACORPORAIMN Ph 772409.10101 Fax 772409.1015 a a 3!` MiI''gjL As B' i sE aSe 3 a' ?1 C-y L ai s Ee3la g i a ai4g JJa==a acf= A a -Jr r lEslii afi: egg s Qas ias d7I !.aI 3:ssa- a s I= IL f 3 •aa 112jj" is9F! a 3 s T s$fii coca.! s`ll r c3 D$c 2a i Al I1=; 8i +Rs= e3ag) 4 ssfFiiY ii{= i- D ffe 411, WttORD COPY City of Sanford Building and Fire Prevention f J DING product Approval Specification Form S ANF RD Per AR# 1 8- 1 5 7 7 Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildin-g.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 - R3 Sectionat Wayne Dalton 9100 - #0600 / #0607 9147.11/8174.2 - R12 Roll U Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hun Fixed Ply Gem 1500 16104 Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 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 - R12 Underla ments InterWrap Inc. Rhino Roof Underla ment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofinq 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 - 26 Off Ridge Vent 16568.2 - R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other S. 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 - R1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 SPEC® GRI Construction Pfoducts 1. Product Name Grace vyoore Pius Self -Adhered Flashing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-WBM (3726) Rnk: (410) 431-72BI www.graceconstruchon.00m www,graoeathome com 3. Product Description BASIC USE Grace Vycors Plus Self -Adhered Hashing is a self -seising, fully adhered composite flexible flashing designed to protect oxittcol norrroof details from al, water and moisture riftollOn. It provides an exceUert 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 Hashing is a 25 mil (0.64 mm), cold applied self -adhering membrane consisting of a 3 a (0A7 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 dsposobie silicone coated release sheet. The flashing is a dark gray -black. Grace Alyom Plus Self -Adhered Hashing Is now available with RIPMRDTM 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 wag system. Priming is generally not required for most substrates provided they are dean aril dry. However, oh concrete, masonry and DensGlass Cold@ 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 PemrA Barrier.WB Rimer is 250 - 350 ff'/gal 6 - 8 rrK). S03 Grace Vyoor PNs Self -Adhered Flashing is dvatlabie in 78 M9 m) rolls in widths of 4° 6° 9° and 12" (100,150, 225 and 30D mm). The 4° 100 mm) width Is packaged 18 rolls per car- ton: the 60 (150 mm) is packaged 12 rolls per oarton; and the 91' and 12" (225 and 300 mm) are packaged 6 rolls per carton. LIMITATIONS Grace Vyoor Pius Self -Adhered Rashing must not be applied in areas where R will be per- manerrity exposed to sunlight, and must be covered a reasonable amount of time not to exceed 30 days. Grace Vyoor Pius should not be used in hot desert areas in the southwestem United States. The following sealants are chemically com- pahble with the adhesive side of Grace Vycor Plus Self -Adhered Basting N the specific formu- lation does not contain hydrocarbon solvents: silicone, acrylic, butyl, 1-part polyurethane and 2part polyurethane. This flashing Is incompati- ble with kxeosote, joint sealants containing polysulflde polymer or hydrocarbon .solvents; products manufactured from EPDM and flexi- ble PVC; and certain caulks. For more informa- tion, refer to Technical Letter L 'Cthemlcal Compatibility with Other Building Materials and Sealants.' Grace Vycor Plus Self -Adhered Hashing 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 Intemational AS1M C836 Standard Specification for HIM Solids Conterrt, Cold Llqu ld-Applied Basfomerlc Waterproofing Membrane for Use with Separate Wearing Course ASIM 13412 Standard Test' Methods for Vulcanized Rubber and Thermoplasfic Rubbers and ihenmwpl do Eastomers-Tension ASTM D570 Standard Test Method for Water Absorption of Hastikx ASTM D903 Standard Test Method for Peel or Stripplhg Strength of Adhesive Bonds ASiM D1876 Standard Test Method for Peel Resistance of Adhesives (f-Peel Test) ASTM D1970 Standard Specification for Self- Adherlhg Polymer Modified Biturnli us Street Materials Used as Steep Roofing Underiayment . for loe Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dimensions FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICAL/CHE IM PROPEIM See Table 1. 5. Installation STORAGE Protect materials from rain and physical dam- age. Pallets of Grace Vyoor Plus Self -Adhered Hashing should not be double stacked on the jobsite. Provide cover on top and all sides, mow- 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 AMNMEVTAL CONDITIONS Grace Vycor Plus Self -Adhered Rashing can- not be applied to moist or damp surfaces. After precpitafton, allow a minimum of 24 hours for drying before Installing the flashing. Grope Vyoor Plus Self -Adhered Rashing can be applied at air and surface temperature of 25 degrees F (4 degrees Q and above. APPLICATION METHODS Surface Preparation Substrate must be smooth dean, dry and free of voids, spoiled areas, loose substrate, loose nails, other sharp protruslons or other matter that will hinder the adhesion or regularity of the flashing Installation. aeon loose dust or dirt from the surface wherever Grace Vycor Plus Self -Adhered Rashing is to be applied by wip- ing win a dean dry cloth or brush. If the flash- ing does not adhere property to the substrate apply Perm-A-Banrier WB Rimer at a coverage rate of 250 - 350 ff'/gal (6 - 8 mf/L). Allow primer to dry completely, approxi- mately 1 hour dependng on weather condF lions, before application of flashirig. Excess primer will not Improve the adhesion of the flashing. The primer Is considered dry when the substrate return to its original color, mini- mum 1 hour. If primed areas are not covered that day, reprime area N 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 Insiallatiom. Grace Vycor Plus Self -Adhered Hashing has measure mark- ings at 6° and 12' (152 and 305 mm) Intervals. Cut Vyoor Plus Into appropriate lengths. Reed Consbuctlon S PEC Use RIPCORD to split the release paper and adhere half of the membrane, If necessary. Peel release paper from roll to expose nA> berized asphalt and position flashing to cen- ter over join location before applying. Move along opening or joint, being careful to put flashing as evenly as possible over the open- ing and avoiding fishmout hs along the edges. Rol flashing firmly Into place to ensure contin- uous and Intimate contact with the substrate. U 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 oontact with the substrate. Grace Vycor Plus Self -Adhered Rashing must be continuously supported by the sub- strate and must not span or bridg9 Joints, gaps or voids in excess of 114e (6A mm). bid laps that occur in subsequent lengths must maintain a minimum overlap of 3e (75 mm). PIZOMCiION Grace Vycor Plus Self -Adhered Rashing must be protected from damage from other trades or construction materiah. SAFETY, STORAGE & HANDLING Grace Vycor Plus Self -Adhered Rashing prod- ucts must be handled properly. The best Infor- mation on safe handling, storage, personal pratectlorl health and environmental oordd- erations has been gathered. Material Safety Data Sheets ( are available from the manufacturer upon request. All users must acquaint themselves with this Information. Carefurtiy read detailed precaution statements on product labels and WDS before use. 6. Availability & Cost AVAILABILITY A nationwide network of distributors carries Grace Vycor Plus Self-Acilhered Rashing prod- ucts, Contact a Grace Construction Products representative for ordering and delivery information. COST Grace Vycor Plus Self -Adhered Hashing Is competitively priced. For specific information, contact a Grace Construction Products repre- sentative. FLEXIBLE FLASHING 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPONS OF GRACE VYOOR PLUS SB.FADHBtED RASHING Property & test Typical value Color Giay81adk Thktahem ASTM D3767, Method A Low temperature flexibffly, ASiM DIM 25 rri (Ob4 mm) Unaffected at -451F (-43*Q Bongafion, uBanate failure of rubberized asphalt, per ASiM D412 2DO% mi irnum Cracked cycling 100 cycles per ASiM CB36 Unaffected at -25•F (-3?C) Lap adhesion at minimunn appilootion temperature, ASTM D1876 Modrfied 60 pU (875 Wm) width Adhesm to dxrudrete at minimurn applootton temperature , 60 ptf (875 N/m) width ASiM D903 7. Warranty Grace Vycor Plus Self -Adhered Rashing is war- rarrted at the time of shipment to meet Grace's published specifications. 8. Maintenance Grace Vycor Plus Self -Adhered Rasping, when Insued In accordance witp manufacturer's recommendation wll not require maintenance, 9. Technical Services Rill -time, tednically trained Grace Construction Products representatives and tec hrkal person - net backed by research and development staff, provide support. 10. Fling Systems First Source' Additional product Information is available from the manufacturer. w,itGrace a Co,-Ooratt mfthfwrdiMhere UabetepUI bbosedupmdolaand1nWedgecadd. uean tobefldacar rateandbaftedfor thetaeu'mdderdion waftalb,andver rwtkn bud we do not waned the reaft to be odabwd Rem read d drdwnerdx recorrmertdoiae ad asrgpwH= h cwk- tlon va am cardkm of sale, Wide apply to al 9001b stppied by to w doleno recomnmdoiar a same - b bdarded fa any use wHdt wmid h*V arty PdW a cWPVd• W. R Grace & an 0 rn EQ Wt& mere Aww^ C=brrdp MA dt & h 0—ft Grace Cando hrc 34 aerrteris Road west Nax ardada Cmdo LIS 30L Blume, Perrrm4ar o and vyca ae mpft troderrrala, ad R30pID b a trodwnc* of W. & Grace R aor-aoni . DauGass Gold b a re*ered troderrrak d Geado-P cft OiftN 7DD4 W. P. Grose & 0340rn l:3! eeoa 0wdewaMp euer,dI , tudwatsaMud m.Mkr_usten poo98 xD (wWmdo tom.earmota+s .. ` _. ReedCcrnAr drop Flashing Application Instructions fot 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 (VCRDET 100 to 106) for additional flashing options located on pages 27-33. 11 7 y r^ srr^zd 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 fleshing on sill and jambs, locate the RIPCORD. 13 r Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dow sill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from comer 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. Split the 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 requireit sealant on top of window flange when using self -adhered flashing.) 10 9 Flashing 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. Its 16 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 comers, as necessary. Step Six: Install weather - resistive barrier as per manufacturer's 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. El Flashing Application Instructions for Windows WINDOW INSTALLATION 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' 11 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. Step Three: Before installing sill flashing, locate the RIPCORD. Split the release paper in half allowing for easy installation. Flashing Application Instructions for. Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) 15 Step Four: Reroll the pre-cut flashing. 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 comer of window sill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb flashings. Install window as per moaufaciurer's recommendation. If sealant is used, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. 15 Step Five: Apply the pre-cut flashing 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 VCRDET 107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. 16 Flashing Applie'ation Instructidns .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 comers, as necessary. Step Seven: 7 _ Remove temporary secure 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). a Flashing Application Instructions foi Doors DOOR INSTALLATION Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. I' 119 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 manufacturers recom- mendation. Cutout the weather -resistive barrier from rough door opening. Remove also from inside bottom of sill. Step Three: Install comer patch under- neath the weather -resistive barrier as per Detail VCRDET 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. CJ Head flashing tie-in instructions: Flanged Window VCRDET loo 1. Cut fold up and temporarily secure weather -resistive barrier above header to Flashing Installation After Weather -Resistive Bonier allow for flashing installation MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCORe PLUS — i FMMSMWFATMM- BAMM 1177-111 2. Install Grace Vycor Plus head flashing WEATHER_ FOLD UP WEATHER- under weather -resistive barrier RESISTIVE BARRIER & TEMPORARILY SECURE 3 Fold weather -resistive barrier back over3. BARRIER head flashing and seal with tape Notes: 1. For the most current details, installation SHEATHING video and product information, see our SILL PLATE web site at www.graceconstruction.com FOR OPTIONS) 06 2. RIPCORD* (Split Release on Demand) can be removed from Grace Vycor Plus for o. ease of installation v / DO NOT RASH OVER BOITOM NAJUNG RANGE 3. Remove weather -resistive barrier from top GRACE VYCOe PLUS 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 Vycor V40 Flanged Window VCRDEF-1D1 Option 1- Low Exposure Notes: NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOe PLUS--I GRACE VYCORM I DO NOT FLASH OVER — BOTTOM NAILING FLANGE, EXTERIOR SHEATHING 1. For the most current details, installation video and product information, see our web site at www.graceconsbvction.com 2. RIPCORD® (Split Release on Demand) can be SILL PLATE removed from Grace Vycor Plus for ease of FOR OPTIONS) Ua installation 3. Install Grace Vycor Plus in order as shown by numbers r% 4. If applicable, leave release paper on lower half of sill flashing until future tie-in GRACE® VYCOR PLUS 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Flanged Window VCRDET 102 . Option 2 - AAMA Recommendation • Notes: NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR® PLUS --I yr GRACE VYCORM PLUS DO NOT FLASH OVER BOTTOM NAILING FLANGE EXTERIOR SHEATHING GRACE® VYCOR PLUS 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 -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Flanged Window VCRDEr-tos - Option 3 - Severe Exposure Notes: MECHANICALLY FASTEN A NECESSARY IN CORNERS THROUGH GRACE VYCO PLUS - GRACE VYCOR% PLUS - DO NOT FLASH OVER BOTTOM NAILING FLANGE EXTERIOR SHEATHING 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 SILL PLATE SEE VCRDET 106 removed from Grace Vycor Plus for ease of FOR OPTIONS) installation 3. Install Grace Vycor Plus in order shown by numbers GRACE 4. If applicable, leave release paper on lower VYCORO PLUS 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,oa Option 1- low to Moderate Exposure Notes: 1. For the most current details,•installation video E)TF}iIORSHEATHING -- SILL PLATE 106 and p roduct information, see our web site atSEEVCRDET FOR OPTIONS) www.graceconstrlC[IOn.COm REFERTOTECHNICAL 2. RIPCORD* (Split Release on Demand) can be LETTER #1 ON CHEMICAL removed from Grace Vycor Plus for ease OfCOMPATIBILITYWITHi, ..,, .. NAILING RANGE installation 3. Install Grace Vycor Plus in order as shown by numbers GRACE 4. Mechanically fasten as necessary WNW VYOOOV PLUSf! 5. If applicable, leave release paper on lower z. E -Wo half of sill flashing until future be -inCORNER FOR OPTIONS) 6. Install Grace Vycor Plus and weather -resistive V.• _ ' barrier to form water -shedding laps r '.. DO NOT RASH OVER i • 7. Detail also relevant for Grace Vycor V40 BOTTOM NAILING FLANGE VYGRCOER® Half Round Window VLRDEr 105 Option 2 - Severe Exposure Notes: REFER TO TEWNICAL.— LErTER Ct ON CHEMICAL COMPATIBIL ITY WI TH NAILING RANGE DO NOT RASH OVER BOTTOM NAILING RANGE EXTERIOR SHEATHING 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com SILL PLATE—/ 2. RIPCORD* (Split Release on Demand) can be MMVCRDET- FOR OPTIONS)— removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers vY roit®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 for Grace Vycor V407. Detail also relevant Sill Plate ®ptionS VCRDET-106 OPTION - A NOTE #2 WALL SHEATHING J VINYL GRACE VYCOR® PLUS WOODEN SIDING SILL PLATE OPTION - B CORNER PATCH OR COMPATIBLE SEALANT SEE NOTE #2 / WALL SHEATHING J Tie-in with Vinyl Siding at Window Sill VCRDEF-107 WOODEN FURRING STRIP SILL PLATE 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 VCRD Er-1 00 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 B. 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 and weather -resistive barrier to form RDO 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-106 Flashing until future tie-inFOROPTIONS) 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 W 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details (VCRDE --100 to 105) NEATHER-RESISTIVE 3ARRIER (OPTIONAL) B. Detail also relevant for Grace Vycor V40 9. Leave release paper on or other bond breaker between Grace Vycor Plus and'vinyl outside Corner VCRDET500 Notes: WEATHER -RESISTIVE BARRIER (OPTIONAL) GRACE VYCOR® PLUS SHEATHING GRACE VYCOR® PLUS 1. For the most current details, installation video and product information, see our web site at www.graceconstrudon.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. Mechanically fasten as necessary 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 CORNER PATCH REFER TO VCRDET--504 FOR OPTIONS) Wall -to -Wall outside Corner VCRDEf--5D1 Notes: GRACE VYCOR PLUS SIDING R s 1. For the most current details, installation Video and product information, see our web site at www.graceconstrucbon.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 comer post/boards 5. Install Grace Vycor Plus on outside comer for the height of the wall 6. Detail also relevant for Grace Vycor V40 Inside Corner VCRDEf 502 RUBBERIZED Notes: Ilaf RUBBE ASPW ASPHALT ADHESM tE t IR-PWS ED RaEASE R ESEFORE fU.GOHB. SOOi1E RE]FASE PAPER70E7OSEAWff•`+T'EA0 SHDN?) MECHAHICALLy FASTEN AS NECESSARY IN CORNERS THROUGH GRACE UNDE2LAYMENr 1. For the most current details, costa Ion 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. 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 comer . 7. Install Grace Wwr Plus and weather-iesisM bar - der to formwatasheddiing laps 8. Detail also relevant for Grace Vycor V40 Wall -to -Wall Inside Corner VCRDET-503 Notes: VINYL SIDING rvvI VYCOR' SIDING WOOD _SIDING 1. For the most current details, installation video and product information, see our web site at www.graceconMction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Wcor Plus for ease of installation 3. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 4. Extend Grace Wcor 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--5D4 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 release paper at time of installation of comer 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 PATCn-. RELIEF CUT rr%I V1 r- INSTALLED AT CORNER rA1-1 -Y INSTALLED AT CORNER PATCH-C INSTALLED AT CORNER i Foundation Sill Plate VCRDET--505 Option 1 Notes: WEATHER -RESISTIVE BARRIER (OPTIONAL) 1 For the most current details, installation video and product information, see our web site at www.graceconsiruction.comSIDING 2. RIPCORD® (Split Release on Demand) can STUD WALL be removed from Grace Vycor° Plus for NSHEATHINGH ease of installation GRACE 2 ; SILL SEAL 3. Install Grace Vycor Plus in order shown by VYCOR® PLUS GRACEVYCORO numbers db a ° .. 4. PLUS 4. Install Grace Vycor Plus and weather o ; r-0uNDATION WALL five barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier 4 i . WB Primer to promote adhesion to concrete a 6. Detail also relevant for Grace Vycor V40 Foundation Sill Plate VCRDET--506 Option 2 Notes: WEATHER -RESISTIVE BARRIER (OPTIONAL) SHEATHING 1. For the most current details, installation video and product information, see our web site at www.graceconstruCtiDn.com 2. RIPCORD® (Split Release on Demand) can be STUD WALL removed from Grace Vycor Plus for ease of installation' SILL SEAL 3. Install Grace Vycor Plus in order shown by GRACE VYCORO numbers PLUS 4. Install Grace Vycor Plus and weather -resistive FOUNDATION barrier to form water -shedding laps WALL 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Georgia-Pacific DensArmorPlus ® Technical Service Hotline 1.80D.mi .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 E136 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 D3773 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 wrtf—sc ws 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, iloors 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 C1395, Section 7 is allowed by code. For complete warranty details, visit wwvv.gpgypsum.com. Submittal Job Name Approvals Contractor Data 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 125F (52'C), e.g. adjacent to wood burning stoves, heating appliances, saunas or steam moms. 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/B" DensArmor Plus* Fireguard CO 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 manufacturers 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 on 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 comers. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Applicable Standards Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177. continued Stamps/Signatureg 46, Georgia-Pacific 7echnicalServiceHotline1.800.225.6119orDensArmorPlus A Interior www.gpgypsum.com Sizes and Edges DensArmor Plus Thickness: W" (12.7 mmk Width: 4' (1219 mm); Lengths: B'-12' (2438 mm-3658 mm): Edges: Tapered DensArmor Plus Fireguard C Thickness:1/2" (12.7 mm), Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm), Edges: Tapered DensArmor Plus Freguard Thickness: 5/8° (15.9 mm), Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Freguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm), Edges: Tapered Physical Properties 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 -Are -Rated Construction' ' For fire -rated installations, the installation and etails 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) 1/7 (12.7 mm) 1/64" (DA mm) 5/8' (15.9 mm) t 1/64" (0.4 mm) 5/8' (15.9 mm 31/6V (0.4 mm) Width, standard' t 1/64° (0.4 mm) 4' (1219 mm) t 4' (1219 mm) 3/32" (2A mm) 4' (1219 mm) t 3/32" (2.4 mm) 4' (1219 mm) t 3/32' (24 mm) t 3/321 (7-4 mm) t Length, standard" 8' (2438 mm) to 12' (3658 mm) 8' (2438 mm) to 12' (3658 mm) 8' 12438 mm) to 12' (36% mm) 8' (2438 mm) to 12' (3658 mm) t 1/41 (6.4 mm) t 1/4' (6.4 mm) t 11V (6.4 mm) t 1/40 (6.4 mm) Weight', nominal, lbs./sq. ft., IKg/m') 20 (9.8) 2 0 (9.8) 2.5 (12.2) 2.4112.1) Ta exec Edges Tapered Tapered 10 (570) Tapered 10 (570) P 101570) Permeance', Perms (ng/Pa - s-mI) 10 (570) Linear expansion with moisture change, inn %RH (mm/mm %RHI 6.25 x 10s 6.25 x 10{ 6.25 x 105 6.25 x 10' Coefficient of thermal expansion, i n/°F (mrn/mm/-C) 8.5 x 10' (15.3 x 104) 8.5 x 10" (15.3 x 10-9 8.5 x 104 (15.3 x 10-9) 8.5 x 1 D 115.3 x 1 Rexural strength, parallel, Ibf a' (N) 2:80 (356) 40 (356) atOO (444) 2:140 (622) 2100 (444) x140 (622) Flexuial strength, perpendicular, Ibf x' (N) 2100 (444) z100 (444) 57 (0.118) R Valuo ft=-°F- hr/BTU W- IV1M 56 (0.099) 56 (0.099) Noncombustible 6710.118) Noncombustible Noncombustible Combustibility' l' Noncombustible 280 (356) 280 (356) Z9014D0) 29D (400) Nail pull resistance, Ibf (N) Hardness core, edges and ends, Ibf. (N) 2(67) z15167) 5167) 5(67) Water absorption (% of weight)" 5 5 5 1.6 grams 15 5 1.6 grams Surface water absorption" 1.6 grams 1.6 grams Surface burning characteristics per ASTM E84 or CAN/ULC S102k 0j0 0j0 0/0 flame spread/smoke developed 0/0 s2/8° (6.4 mm) sW (6•4 mm) st/8' 13 mm) s1/8° (3 mm) Humidified deflections' 6' (1B29 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm) Bending radius' Represents approximate weight for design and shipping purposes s Double fastenan; on ends as needed Tested in accordance with ASTM C518 ' As defined and tested in accordance with ASTM E136 orCAN/ULC S114. Tested in accordance with AS1M C473 ' Tested in accordance with ASTM E86(dry cup method) Specified values per ASTM C1658 and AS1M C1177 Georgia-Pacific Gypsum U.SA Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II U.0 Canada Georgia-Pacific Canada IP SALES INFORMATION AND ORDER PLACEMENT USA West 1-BOD-824-7503 Midwest 1-800-876-4746 South Central: 1-800-231-6060 Southeast 14MO-327-2344 Northeast 1-800.947-4497 CANAD.4 Canada Toll Free: 1-8D0-367-6823 Quebec Toll Free: 1-8OD-361-0485 TECHNICAL INFORMATION U.SA and Canada:1-800-225-019, www.gpgypsum.com axmu 6=00sft Luc All fthft Owmi'/it GP'TM Iu. emm+:aa'a TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-PacificGypsumLLC. 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 thisproduct, please go to www.gpgypsum.com and select the product for warranty information.All saleofthisproductbyGeorgia-Pacific are subject to our Terns of Sale available at www.gpgyp 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 1-800-2254119. 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 ratingand, 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 otherspecifiedfireresistanceorprotectioninanactualfire. 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. Atlk Georgia-Pacific DensGlss.. Technical Service Hotline 1.800.225.6119 or Sheathing www. gpgypsum.com Manufacturer Georgia- Pacific Gypsum Georgia -Pack Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Sub 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-80D.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 E135 or CAN/ULC S114. Since DensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (ahaays 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 (EIFSk cnvM 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 corditions, but it is not intended for immersion in water. Cascading roof/floor water should be directed away from the sheathing until appmpriate 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 When DensGlass Sheathing panels are used in slarded 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 - Pack 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 DensDece Roof Board brochure. DensGlass Sheathing is not intended for interior or exterior file applications. For interior file 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 E136 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/ B' (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 S10Z Handling and Use —CAUTION This product contains fiberglass facings whicKmay 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: 1/2'(12.7 mink 5/8' (15.9 mm) is Type X (ASTM C1177) Width: 4' (1220 mm) standard, tolerance up to a 1/8' (3.2 mm) Lengths: 8' (2438 mm), 9' (Z743 mm) or 10' (3048 mm) standard Edges: Square condnued—> Stamps/ Signatures AGeorgia-Pacific De nsG lass® " : Technical Service Hotline 1.800.225.6119 or Sheathing I www.gpgypsum.com cal Properties Width, nominal 4' 11219 min) ± 1/8' (3 min) 4' (1219 min) ± 1/8' 13 mm) Length, standard 8' (2440 mm), 9' (2743 mm), 10' (3048 mm), ± 1/4' (6 min) B' (2440 mm), 9' (2743 mm), 10' (3048 mm), ± 1/4' (6 min) Weight, nominal IbsJsq it IKg/ml) 1.9(9) 25 (12) Edges Square Square Bending radius° 6' (1829 min) B' (1438 min) Racking strength', Ibs /ft. (dry) (N/m) Ultimate -not design value 540 (7878) 654(9544) Flexural strength., parallel, Itif. (N), 4' weak direction 280(356) 2100 (445) Compressive strength min 500 psi (3445 kPa) min. 500 psi (3445 kPa) Humidified deflection'' 08' (6 min) 1/8' (3 min) Permeance: Perms (ng/Pa•s-m') 23 (1300) 17 (970) R Value', ft2. F•hr/BTU (m2-K/W) 56 (0.099) 67 (0.118) Combustibility' Noncombustible Noncombustible Linear expansion with moisture change inn %RH (mm/min %RH)° 625 x 10{ 6.25 x 10 Surface burning characteristics per ASTM E84 or CAN/ULC S102 flame spread/smoke developed 0/0 0/0 Coefficient of thermal expansion, in/n/°F (mm/mm/"C) 8.5 x 1D4 05.3 x 10-6P 8.5 x 104 15.3 x 104? Tested in accomb=WMASIM C473 S Double fastaners on ends as needed Tested in accordance witbAS7M E96(drycup maflrodJ Tested in a=danca WOASlll4172 Tested in ai=Wance W&AS1MC518Meat flow matsrj As defined and tested in acowdarce with ASTME136orCAM/U1CS114 4 Specified values perASIM C1177 As stated by 6ypsumAssociaten GA-235 8 Toted in acawdance wilbAS1M E01-85 Aitk, Georgia-Pacific Gypsum USA. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U.SA West 1-800-824-7503 Midwest 1-BOD-076-4746 South Central: 1-80D-231-6060 Southeast 1-300-327-2344 Northeast 1-BOD-947-4497 G4/d04' Canada Toll Res:1-800-387-6623 Guebec Toll Free: 1-800-361 -D485 TECHNICAL INFORMATION U.SA and Canada:l-80D-225-6119, www.gpgypsum.com TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. 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 ourwebs'rte at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/soetyinfo 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 productitself, 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. m7D4Gm&ftffcGrp=UGADeguieovrI 1114. P-7M ULlmn/:a M Florida Building Code Online Page 1 of 1 Ir.1it i•:t }L•tF`y'._•-' ' '= r IV Top ..:r : i f' - - f j,. Ai is l` ui3: gi i., 1 Professional: Rey r 4—- Business gula#On xt• •• ; . r flngt, novLaeF oeFxolulalbl+s C. -- Florida 11100M r l°ate t Product Approval It USER: Pubilc User Product Anoroval Menu > Product or Aooliotlon Searm > Application Ust 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 Tvoe Manufacturer 15000 Product Manufacturer ALL Subcategory ALL ALL Compliance Method Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Validated BY I i-%= P.E. IApproved Fl_15000-R2 Revision Theegory, Ryan J. King, CorporationHistory Category: Exterior Doors (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies 4 W // Q119" :: MmLrz=e Road Tada 2399 Phon • BAOL A —Imi iht no7.?DIa er+te of Florida.:: E&it Statement :: ,ey...anmty cra meM :: Rehmd Admioznt TheStateofFloridatranAA/EEO empbyer• - "•. -... --- Under Florida law, email addresses am public records. V you do not we your rrrell address rrJtased, q response e s contact cord$8SO., request, do not send electronic mad to this entity. Instead, contact the oflla by phone or by traditional mail. If you have airy questions, please Depar Mann with On . *Pursuant t0 Section e55. 275(1), Florida SbtrrteS, etfedhro October 1, 2012, licensees Ilmtised under chapter 455, F.S. must provide the peparbnent wkh an email address If they haveone. The em b provided may be used for of all o an emailaddress wWdr n withtheranbe made available ever Ito the public. To determinel addresses arePublicrecord. You areda not under riDDN a personal address, please provide Department chapter 455, F.S., please dick b=. Product Approval Acupts: Credit Card Safe 4 /' tn / 7n17 Florida Building Code Online Page 1 of 3 s1j`rncaio cidmirir+roF, _ - ,n _ - ti1L•:•>';'„ ti,yL•f%`t,`1 1 'y•L'it9Y I. Business & Profe'ssional RegulMioni.;.. _ _ 1 .F iYI IC Fi7-L_6 iiJ1R 6IPR T .. deudc r; r Product Approval USER: Public User o P+ aAt ,& Anoraval Menu > PrOduct or Aoollotlon Seam > Accliaatloaltit > ADDllotlon Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Emall 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 FL15000- R2 Revision 2014 Approved U Therma- Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants. com Vivian Wright rickw@rwbldgconsultants. com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE- 43409 National Accreditation and Management Institute 12/ 31/2018 Ryan 7. King, P.E. 0 Validation Checklist - Hardoopy Received standard Year AAMA/ WDMA/CSA101/I.S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FI 15000 R2 Eauiv FL 1S000 Eouiv of Standards.odf r. rv^.. ,I.r%—.X 44 11n01117 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description lass Door with & 15000.1 a. 'Fiber -Classic' or 'Smooth -Star" Sidel te(s) - Outswi g (X, OX or out XO, OXO, XX, OXXO 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 additional use limitations, installation instructions and product particulars. (This product approval requires the useof "J' part number doors and sidelibes, which have been stained or painted within 6 months of Installation.) Installation Instructions Fl t5000 R2 II INsr i5000.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports Fl t5000 R2 AE EVAL 15000.S.ndf Created by Independent Third Party: Yes 1500012 b. "Fiber -Classic" or -Smooth-Star ' S del te(s) m inswing Opaque or without XO, OXO, XX, OXXO 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 15000.2 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. (This product approval requires the use of'J' part number doors and sidelltes, which have been stained or painted within 6 months of Installation.) Installation Instructions a]5000 R2 II INST 15000.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports i5000 R2 AE El/AL 15000.2.odf Created by Independent Third Party: Yes lass Door with & 15000.3 c. "Fiber -Classic' or "Smooth -Star" Sidelite(s) - Outswing (X, OX orgout XO, OXO, XX, OXXO 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 15000.3 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. (This product approval requires the use of ")" part number doors and sidelltes, which have been stained or painted within 6 months of Installation.) Installation Instructions ch t SODO R2 II INc'f 15000.3.odf Verified By: Lyndon F. Schmldt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports R •; 000 R2 AE EVAL 15000aJW Created by Independent Third Party: Yes 15000. 4 d. "Fiber -Classic, or °Smooth-Star Sldelltoe( S) minswigp(X,tOX orXO, OXO, XX, OXXOlass Doorwith & thout rations) 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 15000.4 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. (This product approval requires the use of " J' part number doors and sidelltes, which have been stained or painted within 6 months of Installation.) 15000. 5 I e. "Fiber -Classic" or 'Smooth -Star' Installation Instructions Fl 15000 R2 II IN'r 15000.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15000 R2 AE EVAL 15000.4.odf Created by Independent Third Party: Yes 810 " Non -Impact' Glazed Double Fiberglass Door - Outswing Inswing ( XX Configurations) i , , ten $-%^A-r Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15000.5 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. (This product approval requires the useof *3" part number doors, which have been stained or Dainted within 6 months of Installation.) 15000.6 I f. 'Fiber-Classlc" or "Smooth -Star' Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15000.6 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product particulars. (This product approval requires the useof13' part number doors, which have been stained or painted within 6 months of installation.) Bade Installation Instructions FLi50vn n n ,ucT 1Snnn,S,ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F' I5000 e nc cvni tSnnO,s,edf Created by Independent Third Party: Yes 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Installation Instructions F.. nnn e „ ,tier , Snnn.6_ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15000 R2 AE EVAL 15000 6.Ddf Created by Independent Third Party: Yes 18nta,+3$ :: 101 Blair stone Road. Taliabasser l = Pbena: A5D§B7-1M The State of pbrlda Is an AA/BO empbYer. '- W, M 2DD7-201a erat of Flerlda.:: ?:!== cv S tWent :: "bilily Stat!me"t :: Re md SLa L= Under Florida law, emaU addresses are Public records. U you do not want your e-mail address released in response to a public -records request, do not sendelectronkmalltothisentity. Instead, contact the ofke by phone or by traditional man. If you have a Squestio. must pmvlea a Departmentfit IUr 9n email address If Section 455.275(1), Florida Statutes, effective October 1, 2032, licensees on rnedwith under nse. Chapter 455, they have one. The emalls provided mey be used for official comm with the Ilceri5ee. However email addresses sre public record• o you do not wish m suDDN a personal address. Piease Provide the Deparbnent with e ; r whichease tilde jade available to the public. To determine It you are a licensee under er 55, Product Approval Accepts: M0im Credit Card Safe THERMAITRU 0 THERMA TRU DOORS 11e INDUETAIAL Da., EDOEAMN. ON 43517 FIBER CLASSIC / SMOOTH STAR" INSWING FIBERGLASS DOOR w/ WOOD FRAMES womimpAcr GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements Including the 'High Velocity Huiricone tone' (HVFQ). 2. Product anchors shag be as fisted and spaced as shown on details. Anchor embedment to base material shag be beyond wag dressing or stucco. 3. When used in the'fVHP this product Is required to be protected with on impact resistant covering that complies with Section 1626 of the FBC. 4. When used In areas outside of the `HVH1r requiring wind bome debits protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of 37So• MAR. the FBC. OVERALL WIDTH 5. For 2x stud framing construction, anchoring of these units shop be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Inswing configurations do not meet the wafer infiltration requirements for the IMr. Inswing units shag be installed only in non4iobitobte areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to s1U'a less than 45 degrees. MALE OF CONTENTS SHEET 0 DESCRIPTION 1 Typical elevations & 9wieral notes 2 Door panel details ISmooth star) 3 Door panel deta& Fiber dossic) 4 Sidelite panel defogs a glaring defog 5 Vertical toss section; 6 Hoslaonfalcross sectlom 7 Hodwntd con sections 8 Buck Anchoring 9 Rom anchoring 10 Frame anchoft I I Astrogd details 12 BE of moterials a Components r— 105SD MAX OVERALL FRAME WIDTH—{ 3 I 1 1 1 5: Ire iW 2 1 6 LIU 1 8 0 6 SINGLE INSWING UNR x 1 2 5 5 DOUBLE W/ SKIELRES INSWING UNR oxxo MAX OVERALL WIDTH SINGLE W/ SIDEUTES INSWING UNIT ox0 MAX. OVERALL F74 FRAME WIDTH D ICI ICI ICI 11 L" Ut DOUBLE INSWING UNIT xx DESIGN. ET_ RESSUR bIt417MG eUN1727 acQUIREMENTi1SiNGL• NEEDED: WATER_RLTRAIIGN RE SINGLE 67. 0 67.0 DOUBLE 55. 0 55.0 SINGLE i DOUBLE WITH SIDELM t55.O 55.0 d* 2 a+a w a er. JKa«. FL- 15000. 2 x1 L or Jg 0" ......... ..... 4,111A EXTERIOR POz03 1 38 2631 %% U) it p, fill% 0 INTERIOR 86 cz J. 36.00r MAX. DOOR PANEL WIDTH HORIZONTAL CROSS SECTION r2 \, 2 DOOR PANEL C) 2.37S' EXTERIOR INTERIOR 1 w zLn 0 O 23 h L Y; %,' glMis M LOCK ISTAR) L0..; 4 P _ L SMOOTH BLOCK & ( SMOOTH STAR) V) z0Ln DOOR PANEL I.Iff .. .... 1. 183' Smooth Stor LM O SO WL. 02 24/12 suet N.T.S. LATCH ST'LE—_26 HINGE BOTTOM TTOML —f-2-'\VERTICAL CROSS SEC77ONG(SMOOTSTIR) (SMOOTH STAR) G (SMOOTH STAR) 2 DOOR PANEL oWc ftJF 0 COL LS51 DPAWM W. FL— 15000.2 2 or _L2, j- EXTERIOR 4 2 IR 'Coo YL, Z INTERIOR C* w 6 a IL 36.00' MAX. DOOR 1'1"HORIZONTAL CROSS SECTION PANEL WIDTH \,3 DOOR PANEL R o in MID 2.37.7-1 EXTERIOR INTERIO d U Er, Ix E 0R23 &t o a, L r al0. z LOCK BLOCK 10P RAIL CLASSIC) R C LASSIC) 1.2DY' DOOR PANEL CH STIESIC) Iml* Fiber Clossic 0-'(nL9-ER CLASSIC) w Im2l T T• z t'_NI sn BOTTOM RAIL 1'2*VERTICAL CROSS SECTION cwAT02/24/12 nBER CLASSIC) -( nBERCLASSIC) DOOR PANEL vwAN.T.S. on JK CHIL ft LFS FL- 15000.2 I— 3 or 0 45T GLASS 32 34 32 fib 1/2' MIN. 33 ;GLASS BIfE/ GLASS THK. CLASTHK. EXTERIOR 1/8" 1/8" Gt RED G1 GLASS - TEMPEREDIF—GLASS 25' STEEL INTERIOR INTERCEPT SPACER 1141 SEE NOTE 1 5' INSULATED GLASS W/ TCM LITE FRAME GLAZING DETAIL 13.9Y MAK PANG WIDTH 7.1r MAX. D.1_o. wlDtr F Om li, Ed o SIDELITE PANEL Smooth Star AIR SPACE 1 AIR SPACE 1/8" .25" STEEL 1/8•• TEMPERED INTERCEPT TEMPERED GLASS INTER IOR SPACER GLASS 41 SEE NOTE I 5' INSULATED GLASS W/ STS LITE FRAME GLAZING DETAIL t C 1 33 34 EXTERIOa.177i., 1NTERI SEE NOTE 1 1 HORIZONTAL CROSS SECTION 4 SIDELITE PANEL 14S9' 2.71 r 1.71 cl 526 I I 1.64r —" I F-- 526' PLASTIC UP LITE FRAME PLASTIC UP LITE FRAME 33 8TS 34 TCM lit ij rrrrrr*I P SEE NOTE 1 V L- 1107T I —j 1 077' 2 VERTICAL CROSS SECTION SIDELITE PANEL F__L_LLJ CI_L_L Ld I 1.. Spacing for item 141 (lite frame screws) I.S31' — I F 1531'+i is os follows: From the top down on sides: 5.5, 16.5", 27.5", 38.375. 49.375' & 60.375'. There ore 2) screws both top and bottom at 2.125' in from 42 SIDEITE 70P do BOTTOM RAIL 36 SIDELITE 8LANK SIDE STILE each corner. FINGER JOINTED PONDEROSA PINE, SG=0.43 FINGER JOINTED PONDEROSA PINE, SG=O 43 M N.T.S Or. JK 1. W. LFS wwc No, FL-15000.2 tT Z or3 EXTERIOR 1 VERTICAL CROSS SECTION 5 DOOR PANEL Z o f INTERIOR u EXTERIO 3 \ VERTICAL CROSS SECTION JShown w/tx sub —buck 1. The sidelite is direct set into the jamb with (10) item 143 o 18 x 2" pfh. wood screw. There are (4) of each vertical jamb, from the top down at 13.5 31 48.5" & 66". There are (2) at the header of 4" in from the outside corners of the frame. There ore 2) item 113 a /8 x 2 1/2" pfh. wood screw at the sill, 4" in from the outside comers. SEE NOTE 1 2 VERTICAL CROSS SECTION 5 SIDELITE PANEL NOTE 1 Hz0 L at. JX L W. LFS wrt No.: FL-15000.2 a 5 or 3 24 RIOR 01 .. 8 7 27 3 C INACTIVE ACTIVE 1-1 Y .............. 40 d M u ILI fill%% z M z S. E. on 30 Ir C IJ 22 in a is 43 W HORIZONTAL CROSS SECTION SEE NOTE I 0 ASTRAGAL 4 10(:8 3333 10 M b a A EXTERIO i 0 EMB. (TYP.) 13 0AS'WN. C-SINK INTERIOR 43 SEE NOTE 1 9 to 37 ci 33 GI EXTERIOR t 2 HORIZONTAL CROSS SECTION 0 HINGE JAMS TO SIDELITE INTERIOR 1. The sidefile is direct set into the jamb with (10) item 4— 4 143 a 18 x 2' pth. wood screw. There ore (4) of each vertical jamb, from the top down at 13.5 . 0 36 35 31, 48.5" & 66. There are (2) of the header at 4' in aofa- 02/24/12 from the outside comers of the frame. There are SCAm N.T.S. 17 6 2) item 113 0 18 x 2 112* pfh. wood screw at the 01,00. M, JK 50 53 sill. 4' in from the outside corners. CAL ft LFS16 a HORIZONTAL CROSS SECTION CMU" 116-- 6 0 SIDELITE SUCK FL— 15000.2 SHIM EMB. (IYP.( 4g$_ t3 1. The sidelite is direct set into the jomb with (10) item V' i 17 1SMIN. 143 o 18 x 2- pfh. wood screw. There ore (4) of tAi z p.' - o C-SINK eoch verlicol jomb, from the top down of 13.5, o I 31', 48.5' & 66. There ore (2) of the heoder of 4' in i*1rrJ:2 EL 6 from the outside corners of the frome. There ore M m 2) item 113 o 18 x 2 112' pfh. wood screw of the rfUulttt z z8 7 sill, 4' in from the outside comers. I i •: o tl ozu e. 30 8 u CL Op O IW/1 V/ 13 21 1 Ln rc 5 53 18 W W 7? 19E 0 1-I/4'MIN. EMB. (IYP.( c c 1 HORIZONTAL CROSS SECTION 0 _ 7 LATCH JAMB TO BUCK all a IS MIN. 17 13 .. 21 C-SINK k+ 35 43 n. C 34 FXTERI46 8 SEE NOTE 1 7ci N 33 8 7EXTERIO10 Gi t.. a :. .r:,• . INTERIO, 36 to 0o 13 30 9 16 z u ate 02 24 12 n i 12 50 sera N.T.S. INiER1013 18 53 ere or.JK m cm or LFS 3 3 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION WAW" No: a n 1 7 ® STRIKE JAMB TO SIDELITE 7 HINGE JAMB TO BUCK FL-15000.2 ro stet 7 or 3 0 a II I II i I I 50 TYP' II II II 1 II II MASONRY I I MULLION I I I OPENING II SHOWN FOR II MULLION II II REFERENCE I SHOWN FOR II REFERENCE 2X BUCK II ASTRAGAL II SHOWN FOR II REFERENCE II II II II II II II II two II II II so II II II II II II II II II II II II nnUBLF DOOR W/SIDELITES BUCK ANCHORING CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge dBtonce to mortar Jolnis. 2. Concrete anchor bcations noted as MAX. ON CBJTER• must be adjusted to maintain the m1n. edge distance to mortar Joints, additional concrete anchors j may be required to ensure the MAX. ON CENTER" dimenslon ore not exceeded. 3. Concrete anchor table: ANCHOR. ANCHOR, MIN. CLEARANCE TO MASONRY. ', MIN. CLEARANCE J "' TO.AQJA[EM sl7l.'' EMBEDMENT EbGE .... ANCHOR : •. 1Tw . 1/4• 1-1/4• 2 TAPCON ELCO 1/4• T-1/4• 1• 4• ULTRACONo Ir 11 50 TMP' I I II II MASONRY II` 1 OPENING II MULLION II II SHOWN FOR II II REFERENCE II 2X BUCK II II II II II II II II II II II II II II II II II 11 OPENING I i 1= 0.. (J d 4- I I I I I I I II ASTRAGAL II SHOWN FOR II REFERENCE I I I I I I I I I I I I I I I I I I N•i j-0= gy mQ'• j: Co Z m 1 1^ e 60 Nr m ILLL d o Z 1 Id C kq 41 %mo 1"Isnom, 2X BUCK MASONRYOPENING 1 M h 0 e zz c 02 24 12 u: N.T.S. i Br: JK m L or. LFS 3 1Mw No.: I., a FL-15000.2 n m 8 or 12 n c; I I I I MASONRY OPENING FRAME 2X BUCK SEE DETAIL 3 • VIEW "B" B. A. 1' 3' Fcl I I I I I I I 13 W/2X BUCK INSTALLATION SEE DETAIL 52 W/1X BUCK "2" INSTALLATION TYP. HEAD k JAMBS. 43 TYP. SEE DETAIL "1 " TYR SILL 14 DOUBLE DOOR W/SIDELITES CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the IMAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR:: ANCHOR MIN: CLEARANCE MIN..CLEARANGE TYPE SIZE ': IT)MASONRy':•' TDADIACENT•;; EMBEDMENt EDGE:.':•; ANCHOR-.... ITW TAPCON• 1/4" 1.1/4" r 4' ITW TAPCON• Y WOOD SCREW INSTALLATION NOTES: 11. Maintain o minimum 5/6" edge distance. I- end distance, d I"o.c. spocing of wood screws to prevent the splitting of wood. MASONRY -J OPENING FRAME 2X BUCK _ SEE DETAIL17 A" T W/2X BUCK INSTALLATION W/1X BUCK INSTALLATION o TYP' SEE DETAIL SILL C W VIEW "C" —"C" SINGLE DOOR W/SIDELI7ES 7 10 10 DETAIL "1" THROW BOLT AT THE THRESHOLD 10 W/2X BUCK 13 56 DETAIL '5" INSTALLATION W/1X BUCK 55 0 INSTALLATION SEE NOTE 2 DETAIL '2" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 4'', v, e io= r! i '•. ••.......... n I'llrl*111 ran ii o m N > ri a 3T 00, R•i n •: M Eo xi z$u m°nEILL FE 1fz c pop. JK c W. LFS unxc NO. FL-15000.2 17 _L or J2, I I I IIRA I I I 13 W/2X BUCK INSTALLATION EE DETAIL 52 W/1X BUCK INSTALLATION 2" MASONRY TYP. HEAD k d OPENING _ JAMBS. FRAME uo 2X BUCK SEE DETAIL 14 TYP. SILL SEE 1 DETAIL '3' VIEW 6' DOUBLE a J"B. DOOR CONCRETE ANCHOR NOTES: I. Concrete anchor locations of The comers may be adjusted to maintain the min. edge distance to mortorjolnts. 2. Concrete anchor locations noted as MAX. ON C134ER" must be odjusted to 1 maintain the min. edge distance to mortar joint, additional concrete anchors ts may be required to enswe the "MAX. ON CENTER' dimension ore not exceeded. 8 3. Concrete anchor foble: 21 1. wood screws to prevent the splitting of wood. ANCHOR: ANCHOR MIN;':; : ' MIN: CLEARANCE: TO MASONRY MIN: CLEARANCE TO ADJACENT.; TYPE:.:';.. SIIE .":. EMBEDMENT i'.:: T EDGE. ;; .:;.:: ANCHOR*:'..-.*.' . 4wITW 2- 4. TAPCON ITW a TAPCON 3/16' 1.1/4' Y WOOD SCREW INSTALLATION NOTES: Maintain o minimum 5/8' edge distance, I' end "once, & 1' o.c. spacing of SEE DETAL 4 13 W/2X BUCK t ''rrrrrli I 11``` i m INSTALLATION_ r+ o 52 W/1X BUCK * ERR i m , MASONRY INSTALLATION _ Hx 9 u e OPENING _ TYP. HEAD do \ " m o `n JAMBS. FRAME G 0 \V = a c 2X BUCK d SEE DETAIL 14 TYP. SILL — z 1 o I m TAW C. A• c cIt VIEW C,-'C' VIEW A'— A• SINGLE DOOR 13 10 W/2X BUCK INSTALLTION 12 13 Cl W/1X BUCK 54 10 INSTALLTION DETAIL '3" f0 W IN DETAIL I W IN W/2X BUCK 13 INSTALLTION W/1X BUCK 55 0 INSTALLTION DETAIL '4' DETAIL '2" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. DETAIL *1 THROW BOLT AT THE THRESHOLD Lv N.T.S. m: JK 4 tm. LFS Aww° was FL-15000.2 sr 10 or i 79.2s i ••. n 18.w 18.5' 23' 14.38'--j lll n Ill t``,```,, i o o z = u0 27 I i 27 o°E 27 Ta TYP. TYP. s a m 3.25 325. m 2• 2• o 0 0.7S' 1.910' u 24 0H ow 0 SEE NOTE 1 a u 4 d x N O e I x iIS ure 02 24 12 ASTRAGAL OETAII salt N.T.S. owc W. JN m NOTE: 24 wL Or. LFS ; 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP axawmc wo: a n AND THE BOTTOM. FL-15000.2 c gat, 1 1 os 3 Oa 3/2/2018 Florida Building Code Online Professional Regulation SOS Home I tag In I User Registration I Hot Topics I Submit Surcharge I Stats ft Facts I Publications I FBC Staff I SCIS Site Map I Unks I Search FI rid Product Approval Sr USER: Public User R!c va^.Sr.; 1m Product Aaoreval Menu > Product or Aoollotlen Search > Application List OFFICE Search Criteria Code Version 2017 FL# 14634 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 aearcn reesuru r nw rve Validated By. Status EIA Iypg Manufacturer EL14634-R3 Affirmation Ply Gem Windows Locke Bowden Approved Htstory category: Exterior Doors 334) 300-1800 Subcategory: Sliding Exterior Door Assemblies APPMvw may..—APP,.,v vy v.+ ...... ... ..-.---- .--..--_, _.___ _. _._ __ _ Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA,/EEO employer. C Malght 2007-2013 State of Florida.:: Prlvaty Statement :: Accesslbllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional 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 to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick )rere . Product Approval Accepts: C edit,Card- Safe https://floddabuilding.org/pr/pr_app_lst.aspx 1/1 3/2/2018 Florida Building Code Online i Professional Regulation rya SCIS Home I Log In I User Registration I Not Topics Submit Surcharge I Stats & Facts I Publications I FSC Staff I BCIS Site Map I Unks Search FI lida ApprovalrProductUSER: Public User Product Aooroval Menu > product or Aoollotion Search > 6RI1Ikation List > Application Detail I, OFFICE OF THE FL # FL14634-R3 SECRETARY Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 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 Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 lua nne. ha rris@plygem.com Luanne Harris luanne.harris@plygem.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 12/31/2018 Locke Bowden Validation Checklist - Hardcopy Received 146 4 R3 COI COI PLY GEM SS 2015-02-19.Ddf Standard Year AAMA/NWWDA 101/I.S.2 1997 ASTM E 330 2002 29 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. https:IMDddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgswBZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d%3d 1/3 3/2/2018 Florida Building Code Online Documentation from approved Evaluation or Validation Entity - Yes C) No N/A FL14634_R3 COC SA14634.pdf Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval Date Approved 10/17/2017 summary of Products FL # Model, Number or Name Description 14634.1 El Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions FL14634 R3_II PGW063 SS 2015-01-02 P& Approved for use in HVHZ: No 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: +25/-50 Evaluation Reports SS Other: Without sill riser FL140A_g3_Ag_pEg3os4 201S-01-02.odf Created by Independent Third Party: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions FL14634 R3 11 PGW063 SS 2015-03-02.Dd1ApprovedforuseinHVHZ: No 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_i-6-F-PER3054 SS 2015-01-02.DdfOther: With sill riser Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions FL14634_93_11PGW064 SS 2015-01-02.D& Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Hennes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30/-30 Other: Non -reinforced. See installation detail for available Evaluation Reports FL14634_g3_6g_PER305S SS 2015-01-02.D sizes and configurations. Created by Independent Third Party: Yes 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Approved for use in HVHZ: No Installation Instructions L14 4 R3 11PGW065 SS 2015-01-02.o JfF63 Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Approved for use outside HVHZ: Yes Created by Independent Third Party: YesImpactResistant: No Design Pressure. +3S/-35 Evaluation Reports Other: Reinforced. See installation detail for available sizes FL14634_6j_6FPER3056 SS 201S-01-02.odf and configurations. Created by Independent Third Party: Yes eacic Hext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copy(1aht 2007-2013 State of Florida.:: E&M Statement :: Accesslblllty Statement :: Rerun 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 electronicmalltothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. *Pursuant to Section45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be madeavailableto the public. To determine If you are a licensee under Chapter 455, F.S., pleaseelProduct Approval Accepts: o ' t C Wt`CaTd Safe r, r+.+ unnrirlohr.ilriinn nrn/nr/nr ano dtl.asox?Daram=wGE:VXQwtDgsw8ZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhwa/o3da/o3d 2/3 3/2/2018 Florida Building Code Online https://floddabuilding.orgtpr/pr app_dtl.aspx?param--wGEVXQwtDgsw8ZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d%3d 3/3 INSTALLATION NOTES! 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOA LOCATION SHOWN. L THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO OF USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS HRTHINA TOLERANCE OFf1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR IAYOUT0ITAN (LE., WITHOUT CONSIOERATION OF TOLERANCES).' TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. A. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS- SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER 5. FOR INSTALLATION INTO WOOD FRAMING, USE 112 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2INCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH 1X SUCKTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4 INCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2 312 INCH 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 RESISTANTCOATING. 9. FOR GROUT FILLED BLOCK, 00 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 6LOCT. 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. it. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD. MINIMUM SPECIFIC GRAVITY OFQ5S. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF SOW PSI. C MASONRY- STRENGTH CONFORMANCE TO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH OF 1500 PSL PLY GEM WINDOWS BUILDER SERIES 4780 ALUMINUM SLIDING GLASS DOOR (2-PANEL) GENERAL NOTES: L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 6UILDING COOS. EXCLUDING HVHL AAmA/NWWQA 10JA.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. ZX 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. A. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACIUAL CONOIIONS.FOR A SPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILEO 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 EL300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. A DESIGNATIONS 9PAN0'O'STANO FDA THE FOLLOWING: J0 OPERABLEPANEL 0: AXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION L A INSTALLATION 8 GENERAL NOTES 2 ELEVATION 6 ANWOR LAYOUT 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS & GLAZING OETAJL 0 433 H MAIN ST.. F0 1CX 531. ROCKY MOUNT. YA L401 FIR 540444.6344 FJo 540A64U63 m 0. dm>- a! aca C7 m coo pc g ri a s Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.0213:02:52-05'00' DESIGN PRESSURE RATING Sim Su OPTION OESTGN PRESSURE MISSILE IMPACT RATING 96' X 96' W/oS'LL •25/-50 PSF NOT RATED 96' X 96' W/ SIU. . 50/-50 PSF NOT RATED RISER LO z Q O LO 4x G ice• 11 a m os V1 Z WO # PGW063 SHEET: 1 OF 4 00' MAX. FROM CORNERS TYP. 20.75" MAX O.C. TYP. ELEVATION ANCHOR LAYOUT X. FROM RS TYP. INSTALLATION ANCHOR Pay, NCLY MOUNMAM g F0 FOR 79,. OC ,A 24[,t Na 540. 64.6344 FX 540.464.6413 co L day mma W m <3 LI DWG #: PGW063 SHEET. 2 OF 4 1/4' ELCO TAPCON - INSTALLATION ANCHOR CAULK BETWEEN - CONCRETE/MASONRY 6 IX WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS ix WOOD DUCK O.A. DOOR By OTHERS HEIGHT SEE GLAZING IDETAIL I EXTERIOR B VERTICAL SECTIONVERTICALSECTION MEAC O!N cRE-Tl'/',A-S.NIIY3 z t/z* MIN. EDGE DISTANCE CONCRETE/MASOI BY OTHERS 2 1/2' MIN. EMBEDMENT 1/4'MAX SHIM SPACE INTERIOR INTERIOR EXTERIOR DOOR SEE GLAZING 12 WOOD SCREW INSTALLATION ANCHOR 6d ROOFING NAIL ----------- INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN & ZX WOOD STUD BY OTHERS CAULK BEHIND FLASHING A OVER NAILS By OTHERS ... EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. DOOR HEIGHT EXTERIOR SEE GLAZING bETAILI 14EW14T DETAIL I PERIMETER CAULK BY OTHERS PERIMETER CAULK BY OTHERS z Vz" MIN. CONCRETE/MASONRY EMBEDMENT BY OTHERS 1/4' ELCO TAPCON INSTALLATION ANCHOR 2 Val MIN. EDGE DISTANCE q VERTICAL SECTION SILL - CQmLKtltl----. 3/4' ML\L EDGE DISTANCE ZXWOOD FRAME BY OTHERS SA 1/2, MIN. EMBEDMENT 1/4' MAX. Ai SHIM SPACE INTERIOR VERTICAL SECTION HEAD- XWOOD FRAME Pp' Ly-.--GEM WINDOWS431" Moar .V,M1,5159- ftb 540-464-6346 FA 540-464-6683 F3 Lc mo uj -jV) V, DWG PGW063 SHEET. . 1 OF 4 11/2' MIN. 1/4• MAX. PLY GEMEMBEDMENT1/4'MAX. SHIM SPACE WINOIr^1SSHIMSPACE 21/2•MIN. u3KrMW3T FOlC ter• 12 WOOD SCREW ROCKY MOIR+T. YA 2+151 INSTALLATION ANCHOR EMBEDMENT U a. •, .r . t 21/2•MIN. EDGE Me 540.444.634S M 540.46.s++3 a' • DISTANCE 3/4' MIN EDGE DISTANCE H 2X WOOD FRAME BY OTHERS _ • ' f CONCRETE/MA50NRY BY OTHERS rS Bd ROOFING NAIL 1 t.•;•,,,,• INSTALLATION ANCHOR INSTALLATION ANCHOR 0 OPTIONAL) J 99 a WaSmG CAULK BETWEEN FIN 6 2X • CA WOOD STUD BY OTHERS ' 0 CAULK BETWEEN 1X WOOD BUCK 8 CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR FINISH BY OTHERS < CAULK BEHIND FLASHING 6 0 OVER NAILS BY OTHERS- m PERIMETER CAULK BY OTHERS PERIMETER CAULK BY OTHERS In SEE GLAZING DETAIL I SEE GLAZING DETAIL 1 Z O.A. 000R O.A. DOOR O WIDTH WIDTH H z HORIZONTAL SECTION HORIZONTAL SECTION ° 4 JAMB • U W000 FRAME (I JAMB •MASONRY/CONCRETE H O 5/6' O.A. IN5VLATED GLA55 Z EXTERIOR INTERIOR • • T d j 1 J5' GLA55 = LL 1 BITE : Vl •,, Is NOTE: < ^! v i u = S zHORIZONTALSECTIONGLAZINGDETAIL1GLA55THICKNESSANDTYPEagoyINTERLOCK SHALL COMPLY WITH ASTM E 1300 REQUIREMENTGLA55CHARTS. DWG#: PGW063 SHEET: 4 OF 4 N Florida Building Code Online 3/2/2018 Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I stats 9 Fads d s r Produd Approval A USER: Public User cd Product Aooroval Menu > Prod door Ao_ollcaUon Search > Application List OFFICEMcRETARYSearch Criteria Code Version 2017 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 ILL J.- R OIUISION! co NT&cT OBPfi II FL* Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure iearcn rcesuru - » Validated By, E6ii< iyjm Manufacturer EL9174-R12 Revision Wayne -Dalton, a division of Overhead Door Corporation Jeffrey04) 821-52 0 P.E History Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies the Commission If necessary. 9174 ALL ALL ALL ALL ALL ALL ALL Status Approved Contact Us :: 2601 Blair Stone Road TAIIWA9 FL 32399 Phon • 8 The State of Florida Is an AA/EEO employer. yIlght 2007-2013 State of Flodd_a :: P.&W Statement :: Aaessibllity Statement "Refund Statement ed In do not send UnderFlorida this , email Instead, ranted the office by Dhoneiic records. if uor by traditlonaldo notwantumallmlfyou have aail address nyazquestlonsresponseeasecontact 850.487.1395.e'Pursu - pursuant toSection 455mail t ), is end Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have waver emailicareone. The emallsprovidedwiththe licensee. Ho address, please provide the D be used forpartment with and email ddressowhich can be made av lable to the public. o determine ifroyou are a licensee under Chapter 455, FSai please dick here . Product Approval Accepts: Gfedit Card Safe 1/ 1 3/2/2018 Florida Building Code Online r Business lation f BCIS Home I lag In I User Registration I Hot Topics Submit Surcharge I Stats a Facts I Publlcatlons FBC Staff I BCIS Site Map I Unks I Search Florida Product ApprovalrfltUSER: Public User 3 product Apnroyal Menu > Product or Aoollotion Search > &ROM on List > Application Detail I, OFFICE OF THESECRETARY FL # FL9174-R12 Application Type Revision Code Version 2017 Application Status Approved Comments _ Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850)475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Garon@overheaddoor.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Gordon Thomas Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Arneson, P.E. 1 u Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R12 Gordon Tomas COI 2017.PDF Referenced Standard and Year (of Standard) Standard Year DASMA-108 2012 DASMA-115 2012 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL9174 REgi v WD2017-00IR2 Evaluation Report - FL 9174.PDF 12 Sectionsfrom the Code ronAr fay. 7.;,ioh.wo/9hKnnrifa9PanfKY7e2Oi77uQ%3d%3d 1/5 3/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/11/2017 01/02/2018 01/02/2018 02/13/2018 FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: Installation Instructions FL9174 _RR_L0228-318958-PB 5,pdj FL917.4_HI3_11 307494_211_7 SlS_iRolement Chart S09dj& FL 177 _RI 432620P16JambConnectionSipAalgned.odf Verified By: Gordon Thomas FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_UZ_&g_`"1D2017-001112 Evaluation Reuort - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure Is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 RI 11 0229-318959-P9 &Rdf F.L917 III 3_1U_39Z42j_P3LIi ICh tart ggned.odf FL 17 _g12_U_324620 P16 Jamb Connection SLuppEWned.ggf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL21M_ U2 AE WD2017-001R2 Evaluation Report - FL 9174.PDF 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: Installation Instructions FL9174 III —U 0230-318960-P10 S.odf FL2174 R12_1L307494 Pll Track SWIR ement Chart *gned.udf LF 9714_Rlg_IA 432 620P16lambConnection $ ggned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_ W AE WD20 -001 a2 Evaluation Reuort - FL 9174.PDF 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 Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- Installation Instructions FL9174 R17_1 0231-318996-P6 S.odf FL917— U2_1L3 2!LU1_Track_5uaRlement Chart *jgned.odf FL2174_ R12_1L324620 P16 Jamb Connectlon SURD 5jgned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. Evaluation Reports FL9174= W_6f_W22017-001R2 Evaluation Report - FL 9174.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 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL217 _ R12 1 0234-319022-P6 S.odf FL9174 R12_U 307494 P11 Track aigned.odf FL9174 g12_jL324620 P16 Jamb Connection SURD 5jgned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_ RI AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. rlil. acnx9naram=wGEVXOwtDoufll JRfWxf6u7oinlOheH%2bi<agdfe2PanfKY7e2O177uQ%3d%3d 2/5 3/2/2018 Florida Building Code Online imits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.7 15120 / 9100 #0232 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.8 15120 / 9100 #0233 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- bome debris region unless protected or unless structure i designed as partially enclosed or door is a replacement door. 9174.9 15120 / 9100 #0236 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: 9174.10 15120 / 9100 #0237 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.11 I5120/5140/6100/9100/9400/9600 0600 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure I designed as partially enclosed or door is a replacement door. 9174.12 I5120/5140/6100/9100/9400/9600 0601 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL2174_&U_]j 0235-319023-P7 S & FL9174_&U_lL3Q7494—P11_TC Sk_511ILel m n Ghil13_s1911Ct A f FL 1 4_R_1?_II_319p40 PI Post Istall Instructions signed.odf FL9174_i U_j1 2 6 P16 Jamb Connection S p_$yncdjRL Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports port - FL 9174.PDFFL9174R2WD2017OO1R2EvaluationRe Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Installation Instructions FL9174 gU,-Q232-318999-P6 S.odf FL9174 R12 U_ D7 494 ell Track r-I m n Chart $ gatdi f FL2174_@,L324620 P16 Jamb rnnnection SUDD51gII.R Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_"^'017 OO1R2 Evaluation Report - FL 9174.PDFLU Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 @U_1L0233-319000-P6_S.Ddf FL9174_U22_II 307494 Pll rac S,ygZelement Chart ic IIP<djR FL9174 R32_jL32462Q_P161amb-Connection SUD_DSlgoSdAt Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_"^'017 OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21". Glazing available In top or intermediate section. Installation Instructions FL9174_@_L07a6-319024-P7 S.odf FL9174 W_U_ 074 4 Pll Track $Mpnlement Chart $IgOEd.Rdf FL9174_&U_U-319040 PS Post Istall_UWn&U2Ds il9ned.odf FL9174_t312_1L324620 P16 Jamb Connection $WLL5190Ed.Rdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_g / F"1D2017 OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 @Z_II0237-319025-P7_S.udf FL9174_1333_L3o7a9a P3_Ua k—Sl Mlement Chan Sig d d FL9174 _R12 j _319040 Pl Post Ista11 Instructions ligol:d.Rdf FL2174_Ba_;L324620 P16 Jamb Connedion_SUDD SLUIIed.Rdi Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports nrt - FL 9174.PDFFL9174_RX _"^'017 OO1R2 Evaluation Reo Created by Independent Third Party: Yes 9' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Installation Instructions FL9174 R12=I0600-319026-P5 df FL9174 R12 L307494 e33_7i lL-P Oi- 1 -£9 ecLpd FL9174 R12 iI324620 P16 lamb connection SLRJ 51gn9dJ& Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_].7_gE •^'017 OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9' Max width. 10' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174_RU 11 0601-319027-P5 s.odf L9 _313_319 4- ra k supplement -Chia t_iL9 3/5 3/2/2018 Florida Building Code Online Impact Resistant: Yes FL917 RI _Ii_324620 P16 Jamb Gonneaion Cupp Ugnea.00j Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +41.00/-46.30 Created by Independent Third Party: YesOther: Evaluation Reports FL 9174.PDFFL9174_W_6g_WD2017-OOSR2 Evaluation Report - Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or intermediate section. Limits of Use Installation Instructions FL9174_g2_TL0602-319028-P6 S.odfApprovedforuseInHVHZ: No Approved for use outside HVHZ: Yes FL91Z4_613_1L34Z434._P11-Tlask-Silpplement Chart SLgIIEQ. & Impact Resistant: No FL9174_g1 11 324620 P16 Jamb Connection SUDD LIgned.pdf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports Report FL 9174.PDF designed as partially enclosed or door is a replacement FL217 R12_AE WD2017-OO1R2 Evaluation - Created by Independent Third Party: Yesdoor. 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions FL9174_gI2_1L0603-319029-P6 SS.P FL917 R13_U_307424_P11 Track hCartjgDSdj& Approved for use outside HVHZ: Yes 5Mppiement FL9174_g12_U_324620 P16 Jamb Connection SUDD SL9ned.odfImpactResistant: No Design Pressure: +23.00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports FL 9174.PDF designed as partially enclosed or door is a replacement FL2174_R12"'" 017-001R2 Evaluation Report - Created by Independent Third Party: Yesdoor. 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions FL917 _R12 II 0604-319030-P6 5,I?P—f FL9174_B13_11 307494 Ell TjMCk—$S1Rplement Chart gjyad'AffApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL917 4_U3_11319042P1 Post Istall Instructions gned.pdf FL9174 R12 11 432620P16JambConnection5Mppsicned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 DesignPressure: +39.20/-43.70 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174_ gi_pAE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions FL9174_ g13_110605-319031-P5 S.pdf FL9174_ R12 ILWAH-11-7iaSk-`Supplement Chart igPd Rdf ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No LF 9174_RW1324620 P16 Jamb Connection apgsyned.pdf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports FL 9174.PDF designed as partially enclosed or door is a replacement FL917 U2_AE_WD2017-OO1R2 Evaluation Report - Created by Independent Third Party: Yes door. 9174. 17 5120/5140/ 5100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available In top or Intermediate section. Limits of Use Approved for use In HVHZ: No Installation Instructions LF 9174_g_II_0606-319032-P7_S.pdf 11 397494_e yAs_k-5Mpplement Chart Sjg f Approved for use outside HVHZ: Yes Impact Resistant: No FL9179_ W , df FL917 _R32 11 319040 Pl Post Istall Instructions Sig_ Ld_f Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- IFL2y9_ g13=1_334AL_P16 Jamb Connection SUDD s q,A_d_f Verified By: Gordon Thomas P.E. FLORIDA PE 46718 borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement EvaluationReports Report - FL 9174.PDF door. 12 x, 9A2017-001 a2 Evaluation 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 Approved for use in HVHZ: No Installation Instructions FL9174_ g1Z_IL0609-319035-P6 S.Rdf FL917Chart Ligne .pdf Approved foruseoutsideHVHZ: Yes Impact Resistant: Yes g13_IL307424_ P31_L @k-Su2olementFL 174 g12_II 319040 Pl Post Istall Instructions signed.pdf EL2174_W_ L324620 P16 Jamb Connection S,Upgjig11Q1Rd1 VerifiedBy: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +39.20/-43.70 Other: Created by Independent Third Party: Yes fn...- :_ nw.. uoi ^H.v.+...1l..Ooe ni1N7u9rli77nrlo/ .'tri%Rrl 4/5 3/2/2018 Florida Building Code Online Evaluation Reports FL9174_@U_`"lD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Installation Instructions FL9174_g7_)U 0608-319034-P5 Spd FL9174_RI 11 307494_EU_TL-SS—au2Dlement Chart aiigned.Ddf FL9174_R_I 234620P16JambConnection5psLlgned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Parry: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. Evaluation Reports FL2174_B1a AE WD2017-0Q1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.90/-28.80 Other: Doors with glazing shall not be used In the wind- Installation Instructions F917 RI _110607-319033-P6 &Rgf FL9L 17 RI3_L39Z493_' rack_Chart jgned.Ddf FL9174_IRI 11 324620 P16 Jamb Connection SURD sgned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Parry: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL9174_&U 6F_`"JD2017-001R2 Evaluation Report - FL 9174.PDF I Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850487-182 The State of Florida is an WEED employer. Coovrlaht 2007-2013 State of Florida.:: EdjLaM 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 1150.487.1395. '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 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 to supply a personaladdress, 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: Credit Card Safe hr+nc•//flnriri7h„ilriinn nrn/nr/nr onn ritl acnYonaram=wr F_VXOwtDDufIIJRMxf6u7oinl0heH%2bKaodfe2PanfKY7e2Oi77uQ%a3d%3d 5/5 IRT GLAZED PANEL OPTION - '090' MINIMUM LAZING IN MOLDED FRAMES SCREWED TOGETHER 1J GA HOWZ ANJAKAMINIMUMOF (a) fax)' SCREWS INSTALLED IN 30 INTERMEDIATE SECTION (WITH OR WITHOUT RATIVE INSERTS) MEETS UNIFORM STATIC DESIGN LIKES SHOWN bN THIS ORAINNC. GLAZING 1J CA FLAG AN HAVE A MAXIMUM HEIGHT OF 13.76' AND A TUN LEMOTH OF 16.76'. GLAZJNO IS NOT IMPACT 16 GA NW HrnACKTANTANDDOESNOTMEETTHEREQUIREMENTS WIND-BORNE MBRIS REGIONS. 6/I6x1- ING GLAZED PANEL OPTION - NOT AVAILABLE LAG MIN THIS OPTION CODE SH NYL OR WOOD DOOR STOP 14A&FD A MAXIMUM 16 CA MIN 1' O.C. MUST OVERLAP TOP AND BOTH ENDS OF T 3.S MNMUM 7/16' TO ME:T NEGATIVE SSURE9. LOG(. SUOE LOCKS. OR OPERATOR REQUIRED' 5/16x1-5/BEYJAMBATECTIONSHALLBECONSTRUCTEDWITHFOAMEDINCEPOLYURETHANEFOAMINSULATIONCHEMICALLY1/4-2oxB/16' TO JO CA MINIMUM FACER STEEL AND A OR 32 GA STEEL BACKER. END CAPHAVE HiOLT AND 1/ 6*, TIDED NUT AT F 1 JBYLMUNATE A MWMUM 1.4' DEPTH. BRACKET LO THE DESIGN OF THE SUPPORTING STRUCTURALMEETSSHALLBETHERESPONSIBILITYOFTHE7FESSIORALOFRECORDFORTHEBUILDINGOR NCNRE AND IN ACCORDANCE WITH CURRENT DING CODES FOR THE LOADS LISTED ON THIS AMINO. DOOR JAMB TO BE WHRAUM 2x6 STRUCTURAL ADE LUMBER. REFER TO JAMB CONNECTION 15 GA STIFFEN IPPLEMEKT FOR ATTACHMENT TO SUPPORTING DUMB BRACKETS RUCiURE SEE scHaDuLE FOR QUANBTY. TION. IDUVER OPTION- .040' NIMMUM LOUVERS INTYPE IDED FRAMES SCREWED TOGETHER WITH A MINIMUM 8)) BxI" SCREWS INSTALLED IN THE BOTTOMC116NLLOUVERSARENOTIMPACTRESISTANT AHD KEY UDC( OR SLIDE LOCK, J NOT MEET THE REQUIREMENTS FOR VAND-BORNE EBRIS REGXHS. LOUVERED SECTION REQUIRES BOTH ENDS (NOT REQUIRED WITH OPERA -SEE NOTE PERATaH STILE TO BE FACTORY INSTALLED AT THE 4). SLIDE LOG( SHOWNFORE(TEIIUNE OF THE DOOR. NOTE, (4) SECTION SOLID Goat SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTE 1 ON THIS SHEETFOR G ZING SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE 0 R N OOR UNIFORM LOAD EACH JAMB (PLF) JOIN E. SOATES. FE 3121 FNROATE OR. CARROLRRK. TX 75m7 FL PE 61737 TX PC 56306/12707 VTAF67A11O1 OF Qx1NOlMD OONPltomm ONLY INS STRUOOtl1 OETALSS, ON I gq ( 6) CENTER 14HGES PER JOINT REQUIRED 3) DOOR H HIS GREATER THAN PER JOINT REQUIRED O 1DOORt aEHxllam ON 000R WIDTHS LE55 THAN OR EQUAL TO 12'-0'. NUMBER OF AND CENTER QUIRED FOR DOOR WIDTHS. 05 ED NOTE 6 TO AT LOUVERS IMPACT DOLE FOR J0m L14R SKEET 2. Y- 9'. ADDED HIGH AND ROOF PITCH CK NOTE 4/ 29/09 UPDATED TITLE BLOCK 5/ 4/10 FOLLDWIN I DIMENSION DENOTES SLATTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/18' TRA1ic nlnl nnu FOLLOWINGDIMENSIONDENOTESQUICKINSTALLJAMBBRACKETINSTALLEDIN8UTIERFLYSLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK APPROVED SIZES SCALE: N.T.S. SIZE: A DOORS WITH HIGH LIFT. ROOF PITCH. AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF gON11NU0115 WALL ,,, — R LFJ NT GS; FOR PROVE GATE NAME ayno® DESIGN (PSf. +25'90/-28.80 MAX WIDTH: 18' SST P5F); +38.85/-43.20 MAX HEIGHT: 8'-9' DRAWN 3/6/ 06 CRT palton IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21' CHECIKEDSHEET/ 1 OF 2 RB MODELS 5140/9400/9600 DRAWING PART N0. REV. a, ASION OF OVERHEAD DOOR CO 3M nRO395 A DRIVEme1a1C1Ja514 WINDLOAD SPECIFICATION OPTION CODE 0607 319033 PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE ADJUSTABLE TOP WITH INC (8) PRE -PUNCHED TOP FIXTURE E ATTACHED TO HOLES EACH END FACING UPWARDUNCI1EDHOLES / AND ATTACH THR((U))EN//O CAP ATTONOFU-BAR EACH ORRLWO CI02MPlITE 54x77J1r14%8/B" OTE FOR STANDARD TRACK AND (3) 0 (JOI. SELF DRILLING N 1PTIlE SCREWS FOR LALOW 0 HEADROOM TRACK .2.OF WHICH ARE USED TO ATTA 4EO THE TOP BRACKET AS SHOWN IOW HEADROOM TRACK 11EIBIL. A D T k ROLLER SLIDE ATTACHED TO P((UNCHED HOLE/SS IN TOP OF U-BAR V1 HOLE 1N"SLIDTITE SCREWS. ETO ENSURE R AU94UENT OF ROLLERS U HINGE ATTACHED / 4) 1/4-14x6/8' jpjTE SCREWS M ARE FACTORY 2 OF 1CINED) . IYLON STORMGARO LER WITH n" STE4 DETAIL B PLACE U-BAR OVER INTEGRAL RIB VAT" THE (8) PRE -PUNCHED HOLES EACH END FACING UPWARD AND ATTACH THRU END CAP AT EACH END WITH 2) 1 4-14x7/6' SELF DRILLING dBMIMTE EICET7TION: U-BAR PLACED OVER TOP RIB ON THE BOTTOM SECl10N SHALL _- BE ATTACHED THRU END CAP AT EACH END WITH (1) 1/r14x7/8" F DRILLING CRINPTITE SQtLiV LACAIEO ON THE BOTTOM FLANGE OF THE U-BAR DUE TO CLEARANCES REQUIRED TO anrwe AT THE ENDS OF THE S AND TOP THIS SHEET. PUKE U-BAR OVER GA HINGE ATTACHED INTEGRAL RIB AMC' ATTACH1 H (6) 1/4-204/6" WITH (2) 1/4-2Ox5/(' CRIMP SCREWS UMPTITESCREWS (2 OF ICH ARE FACTOR PRE -PUNCHED HOLES AT EACH INTERMEDIATE HINGEACHED, 3 OF WHICH E FIELD INSTALLED INTO LOCATION (1 THRU FLANGE OF U-BAR AND BOTTOMPLEAF, AND 1 OF ICI IS FIELD INSTALLED HINGE LEAF AND 1 THRU RU PRE -PUNCHED HOLE WEB OF U-BAR AND INTEGRAL RIB OF SECTION) U-BAR DD T" GA BOTTOM BRACKET UXTORY ATTACHED WITH 0 CE U-BAR OVER INTEGRAL RIB WITH I) 1/4-14X5 8" iIMPTITE NOTCH DOWN TO CLEAR BOTTOM CKET AND ATTACH THRU END CAP EACH END WITH (1 1/r14x7/8 F ORILLING C RMPlITE SCREW ISi2LINGVA AND USE (11) 1 r14x7/B SELF CRINpl111: S _ _ _ ACROSS THE EACH ff-T-6" cwAu IOW E SC.ATES. PE 0 3AW0.11 L1 V1 rXXQATE79007 / R 14 01737 TX PE "FMII/2TO3 u —NF f•9 SEAL PROVIDED 01LY FOR 4) SECnom DOORS WITH (5) 3 , 18 GA. 80 KS -BARS LOCATED OVER INTEGRAL F48S AS SHOWN -- - 1 B•R TACINUILAum 1. ALL U-SARS SHAD. BE PLACED OVER INTEGRALNBSANDATTACHEDTHRUPRE -PUNCHED HOLESWITH (2) 1/h14x8/8" CIOMPTITE SCREWS AT EACH INIEMEDIATE HINGE LOCATION. 2AT/4-1114 7 "O CAPDRILLINGCRMPTITEEAC( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL 8 AND 0 THIS go , 2) 1/r14X5/B" CMM"TE SCREWS APPROXI A Y MIDWAY 9ENAEENENDOFDOORANDUNTERNEDIATEHINGELOCATION.. AND (1) 1/4-141,8" CRMPiRE SCREWAPPROXIMATELY8FROMEACHEND. FOR DOORWIDTHSCREATOTHAN12,-0". THERE SHALL BE A TOTAL OF (20) SCREWS TACKONM SCEACECTIHU-8ARONSHALL EXCEPT 80 U-SARS OANTBOTT HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 127-0'. THERE SHALLBEATOTALOF13SCREWSATTACKINGEACH S ON BOTTOM SECTION SH&L HAAR AVVETRA TOTAL OF(14) SCREWS EACH. HWITH h FNCtBPRE-PUNCHED HOlES IN THE OEAH END OS PREPUCHDSRN THE (/ PRE - PUNCHED HOLES SLIDES AND EACHL NRRTaOAhNT OF THTTOP. FOCIURE UNLESS NtOEO SPECIFICATION DRAWING. ALL PRE - PUNCHED HOLES IN ALL U-BARS SHALLIBj BTITE ACED To THE DOORWITH 1/r14x5/B" APPROXIMATELY STAMPED "" 5* FROM EACH ENI RED NUMBER OF HERS AND C04TO S REQUIRED FOR OWER DOOR WIDTHS. 5/10/ 06 1001RED NOTE 6 TO E THAT LOUVERS NOTIMPACT DOORS CK DETAIL SHEET L 1B GA. 4/17/05 LRS ER TEXAS LICENSE S AS BEO TTTUC BLOCK. VER NOTE. MAX EACHANASSED HEIGHT W- S". ADDEDHIGHt4ADDEDFT AND ROOF Cf NOTEPIiLTI4/29/09 UP 4/TIED LIRE BLOCK w' agne® TEST P5F ; + DESIGN (PST): +& 80/-.80 MAX mom. H - - 365 -4343.20 MAX HEIGHT: 8'-9" DRAWN 3/8/06 ITIRT C RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CHECKED SHEET /06 Q ' OF 2 RB Dalton IMPACT/ CYCLI MODELS 5140/ 9400/ 9600 DRAWING PART• NO. REV. VISION OF OVERHEAD DOOR COR M95 ADDSON GRAVE n[ueAmA FLORIDA 32514 WINDLOAD SPECIFICATION OPT10N CODE 0607 319033 P VERFICARON OF MMWw [u s nw nu. w,.••. 14" MAX 12" MAX 12" MAX I 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAIL THIS PAGE. PLATE LOCATION HEDULE CUP DETAIL LIP LOCATIONS SEE SCHEDULE TRACK NROAGTES.Op. PEJr71L1FIE GpR0.U0N, i% 73007 rt PC 517,37 7R PE 003W/MW PROFESSFM VVagrAAON OF AD CCONSTRUUCIOON DEETOME2OK7AnS' 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 13 GA MIN CONTINUOUS WALL ANGLE RACK 3) 1 /4"-20 TRACK R CARRIAGE BOLT ffl-I 1/4"-20 NUT TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CUP RIVETING _ DETAIL 11 GA MIN CLIP SEE SCHEDULE OR4"-20 TRACKCARRIAGEBOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART DOOR WIDTH MAX PSF g'-0" 46.0 PSF PSF 16'-0" 46.0 PSF/-52.0 PSF 46.0 PSF —52.0 PSF es To 52.00 PSF FOR IR PADTHS. 7 'TOCA.S WALL To %ownNuous HGLE'. ADDED 1TE MOUNTING CHANGED TO PATH OVERLAY CUP ATM SPUCE h CUP EODU ES/. 7 UPDATE MOUNTING AIL DRAWNNS. 10/05/07 UPDATED CHARTS TO dWATE THE USE OF s CUP (REPLACED H /O ACROSS THE XPANDED 1-1/2' TO IV DOOR THICKNESS tT UP TO 14' HIGH. 12/11/08 UPDATED TITLE x 8/Z/10 ayne® Salton OATS NAME DRAWN 8/Z1/07 CRT CHECKED 8/21/07 MRB SHEET 1 OF 2 3395 ADDISON DRIVE P 1( 50)474-9890RIDA 32514 DRAWING PART NO. 307494 REV. P10 TRACK SUPPLEMENT CHART 2 3/4" t1" EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2x6N0.2 SPF (G=0.42) OR BETTER AT EACH HOLE OR • PAIR OF HOLE LOCATIONS — —•— MOUNTING TO WOOD JAMB DETI 2 3/4" MIN EDGE DIST ate d J" E SCATIM PE C3121 F r1E.011. 7500'7XTKRFe81m747T13TTxR5F1oe/ua3 PROFESSWAL EI10ND71'S SEAL PROMED ONLY FOR VOIFGITION OF WIPOL 0 CONSTRUCTION GUMS' E60XX MIN. 1 /8 V 2-24 MIN 3/16" THICK STEEL FOR MOUNTIN WALL ANGLE TRACK CU 1 / 4-20x9/16" TRACK BOLT AND 1/ 4-20 HEX NUT JL MOUNTING TO STEEL DETAIL OPTIONAL: WALL ANGLE MAY BE ATTACHED TO SUPPORTING STEEL 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 WELDINI 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 DOOR CLIP #'S FROM BOTTOM TO TOP HEIGHT 6 7'- 0" 4, 4, 4, 4, 4, 4 6 8'- 0" 4, 4, 4, 4, 4, 4, 4 6 4, 4, 4, 4, 4, 4, 4, 4 6 A- d A. 4_ 4. 4. 4. 4. 4 Wayne® Dalton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART P(650) A474-9890RIDA 3251a REVISIONS im - CUPS- 7E10 NCL. E 12 F< ORES TO D/- 32.00 PSF FOR DOR WIDTHS. EO ' TEXAS WALL TO ' CONTINUOUS ANGIE'. ADDED D FORMAT. IEIS 9600 PATH OVERLAY CUP ATEO MODELS IN CHARTS. D SPUCE do CUP UPDATED CHARTS TO IINATE THE USE OF a CUP (REPLACED H / 9 ACRQ55 THE 04/ 11/06 KPANDED 1-1/2' TO 8' DOOR THICKNESS IT UP TO 14 HIGH. 12/ 11/08 ADDEO MODEL 8700. ITED TIRE DLOCK OA SHEET 2 OF 'L DRAWING PART NU. I REV. 307494 P10 A Division of overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for theconnectionofgaragedoorjambstobuildingframeswiththeuseofvariousfasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. PM 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG --on wa MAIN SUPPORT MEMBER SPECIES gyp DOUGLAS FIR SPECIFIC SPECIFIC GRAVITY -0.55 GRAVITY 0.46 24 24 24 24 24 24 ran lr"vo ,. SPF SPECIFIC GRAVITY -0.42 24 24 24 LOAD PER JAMB " oTO3 100 12D 140 160 24 24 24 180 24 24 24 20D 24 24 24 220 24 24 22 240 260 24 24 24 22 20 19 280 3D0 24 24 20 19 17 i6 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 5D0 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 7 660 680 700 11 10 10 8 8 8 7 7 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 7 6 800 9 7 6 0'?"c NSO. i No.0737 p : STATE OF : kl 11/1111110 1. BASED ON 5116' 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 23. LOAD PER JAMB CALCULATED BY TMNG DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psI x 1 SW = 2401bM 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 24 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY>-0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTUREIFMOUNTINGOVERDRYWALL. 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 1IY, MINIMUM FASTENER SPACING SHALL BE 1-If2', AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.21. 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. carroitton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE 2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS t, No. MTV STATE OF j 0s !LOR1Q 0N' 1. BASED ON 16d COMMON WIRE NAILS (0.162'X3-1/2') OR 16d THREADED HARDENED -STEEL NAILS (0.148X3-1/21WITHAMINIMUMPENETRATIONOF2' INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH AMINIMUMOFTHREE (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. 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 = 240lb/ft 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. S. DOOR JAMB TO BE 20 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. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. A roved Date: 2015.02.20 0956:58 -06'00, John E. Scates, P.E. 3121 Fairpte Dr. Carrollton, TX 75007 Revision P16 FL PE S1737 TX PE 56308/F2203 SCHEDULE 3 3/8" fry A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL.WEIGHT CONCRETE will lliql" No. 0737 STATE OF : 4 rrlll 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69' MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2- O.D. WASHERWITHAMINIMUMEMBEDMENTDEPTHOF3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" 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 =161t LOAD PER JAMB = 30Psf x 16IV2 = 240lb/ft 4. CHART IS BASED ON V-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5DOOR JAMB TO BE 2x6 OR LARGER NO, 2 GRADE SPFLUMBERORBETTERMOUNTEDTOSUPPORTSTRUCTURE ( SPECIFIC GRAVITY >=0.42) IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6 DESIGN E DESIGNED OR THE JAMB LOADS LISTED IN ABOVE AETHESOLEBLEASCALCULATED IBILITY OF THE ILPER NOTE 3. DING NER AND Digitally signed by John E. Scates, P.E. roved Date: 2015.02.20 09:57:27 -06'00' App John E. Scates, P.E 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE 4 3/8" D SIMPSON TITEN HD SCREW -ANCHORS No.51737 • 0 : STATE OF : W r&S 0N' i N 1. BASED ON 3/ro SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. 2. BASED ON 31rO SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH AMINIMUMEMBEDMENTDEPTHOF2-3/4', 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 INTABLEWITHAMINIMUMOFTHREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" 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 16fU2 - 240lb/111 5. CHART IS BASED ON V-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6, DUMB R BOAR MOUNTED O S PO. PORT STRUCTURE IFlC GRAVITY>-.42) 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 DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE4. 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 Fairpte Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56306/F2203 SCHEDULE5 318" 0 HILTI KWIK BOLT 3 EXPANSION ANCHOR too. 0737 STAB OF O.c •.!LOR QP• p' . xx 1111 I I AL WEIGHT 1 BASEDNCRA KED CONCRETE WITH ATMINIIMMUMSEMBEDMENT DEPTH OF 21/2° AND A MINIMUM EDGEUANCHOR WITH A 1.314'0.D. WASHER INTO DISTANCE OF 3". ITH A 2 BASED ON 3!6°13 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4° O.D. WASHER INTO GROUT FILLED CMU WMINIMUMEMBEDMENTDEPTHOF2-1/2° AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT UT 3. pROV DEE QUANTTIY OF ANCHOSONRYUNIT$ RSAS REQUIRED T MAINTAIN MAXIMUM PEANG 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. DTH (FT) DIVIDED BY 24, LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WI EXAMPLE: DESIGN LOAD - 30Psf DOOR WIDTH -16ft LOAD PER JAMB - 30Ps1 x I SW2 - 240lb/It 5. CHART IS BASED ON 6'-W MINIMUM AND 244P MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY x0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTUREASTENERGTH To ACHIEVE MINIMUM IRED 7. IF MOUNTING F THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER ON. AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS STRCALU TION PER NO S. SCREW ANCHORS SHAD- BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Saates, P.E n ved Date: 2015,02.20 0958:27 -06'00' John E. Sates, P.E. 3121 Falrpte Dr. Carrollton, TX 75007 Revision P16 vton] 3317 ADD609 DRIVE PENSACDEA, itORIDA 3751{ a5D) 471-98D0 No. 51737 i; p, ST;o i.N •.LOR O* Cs 2 Dlglmlly signed byJohn E. Sates, RE Date 2015.02-20 09M8M -06ro0' A71N L m1.TLG R am nAma[ R R A1S RK WNW= 7 rY r r. I J DDM VIM raD o 1DO1 LIXX smmloDl per olAoxT u1 x iwE tllo mspt and ND sa¢N WMqs/r nA uo sans s/r solrsml TfIDI ID somw. ANoa wTN A r1/o WA9RR AND 1 /- 1 { HAVE Aom ANOImI TIm1 A 11 {• MA9DIR7 No A Immm G N 1DmIW RNCRAYMO OF A IOW 2-3/i AND A 1mm" EDGE 1-i/3Y DIID DIE YAw AID A YNN1N [DGE WTAMM GE C. 9/Pd1T YFJmOG D6T t"? lyP• prui a t iee_t ..eeed n m em DATE NAME uMu1 u YSm w fDlf WACI'! or 2m LXLu11i. YA7mNII DF9CN EOMYAD1oW OE LOAD WApry DP 2DG! IaS. cm 9IEFt 1 OF 2 04Ep® DRAWN PART go. REV. JAMB CONNEC•f10N SUPPLEMENT 324620 P16 Wayne patton 3]93 ADDL'All DPoVE T yRQ)A 3251{ dSp) {71-91DD t I •.A WMI M4 'IVoulommw1 uusincAnw N0.51737 STAISOF ip.r'•.FLOR P•0 . ION1 x Dlgi aiiy signed byJohn E Sotes. PE Date: 201 SM20 095926.060V aM[G1a11 RR6(I>DnK33 N4 JAMB CONNECTION SUPPLEMENT I 324620 1 P16 2/14/2018 Florida Building Code Online Business & Professional Regulation SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts Ronda p. 100%il( 0119»4USoduct Approval IgUSER: Publit User r._ r01931'vi Product Aanroval Menu > Product or Annllatlon Search > Application List Search Criteria 1IIL rb5' Il DBPR HOPE BOUI DBPR DBPR OIVI]IDH5 C04111Cr DBPR r Code Version 2017 FL # 16104 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 ALL Impact Resistant ALL Design Pressure Other ALL Search Results - Applications St atus FL* IYR ctManufaurer Validated BY FL16104-R4 Revision Ply Gem Windows National Accreditation & Management Institute Approved category: Windows 804) 684-5124 History Subcategory: Fixed necessary. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1624 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: EdyaN Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mall. it you have any questions, please contact 850.487.1395. `Pursuant to Section45S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they haveone. The emalLs 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 SIC a eiavailhlele to the public. To determine If you are a licensee under Chapter 455, F.S., ck Product Approval Accepts: Credit Card Safe III 2/14/2018 Florida Building Code Online L Professional Regulationr SCIS Home I Log In I User Registration I Hot Topics I submit Surcharge I Stats a Facts I Publications I F13C Staff I SCIS Site Map I Unks I Search I Product ApprovalObaUSER: Public Userr ryjdra_ir Product Approval Menu > Product or AeMlcatlon Search > ADolcatkm Ust > Application Detail FL * FL16104-R4 Application Type Revision Code Version 2017 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 F—i 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 Luanne Harris luanne.harris@plygem.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/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/20/2017 https://floridabuilding.org/pr/pr app_dtl.aspx?param--uGEVXQvADgvyf4ngAXhlOwfhAlaS%2bmis69e/a2bu%2b9HkgEWvjtUoll4FU%2fw°/a3da/o3d 1/3 2/14/2018 Florida Building Code Online Date Validated 12/21/2017 Date Pending FBC Approval Date Approved 12/27/2017 c...nenary of Prnduct5 Model, Number or Name Description FL # 16104.1 Ply Gem 1500 Fixed Window, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Eel16104_r_NI011337.02-R2.Dd FL16304_64_C_CAC NI011337.03-R1.DdfApprovedforuseoutsideHVHZ: Yes FL16304 R4CCAC NI011337-RS.DdfImpactResistant: No Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions L1F6104_R4 II PGW177-MJ_ff Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL16104_I34_,9E EvaiReoort-PGW177-B.pdf Created by Independent Third Party: Yes Gem 1500 Fixed Window, Non -Impact (As Tested) f1610f4.2fff]PIy Limits of Use Certification Agency Certificate FL16104—5_CAC NI011337.02-R2.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL16104_U_C CAC NI011337.03-Rl.Ddf FL16104_gLC_CAC NI011337-Rl.odfImpactResistant: No Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations and 0/202lation ratings. Instal/Instructions FL16 0 R4_II PGW178 AS TESTED.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Ply Gem 1500 Fixed Window, Impact (Alt. Substrates) f16610f4.3 f f f Limits of Use Certification Agency Certificate FL16104_B4_ NI011337.04-R2.Ddf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2022 Installation Instructions Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and FL16104_gd_EPGW179-B.Ddf Verified By: National Accreditation & Management Institute ratings. Created by Independent Third Party: Evaluation Reports FL16104_&4_U valReoort-PGWDdf Created by Independent Third Party: Yes Ply Gem 1500 Fixed Window, Impact (As Tested) 16104.4 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1610 _B4_C_ NI011337.04-R2.Ddf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes 11/30/2022 Impact Resistant: Yes Design Pressure: N/A Installation Instructions AS TESTED.odf Other: Refer to Installation detail for sizes, configurations and FL16104_U_LPGW180 Verified By: National Accreditation & Management Institute ratings. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32392 Phone: SSO-487-1824 The State of Florida Is an AA/EEO employer, o yNght 2007-2013 State of Fbrida.:: Prlvaw tarement :: AcressibilI Statement :: glj!.^.d 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 they havewiththelicensee. However email addresses are public record. If you do not wish to supply a personalone. The emalls provided may be used for official communication address, please provide the Department with an email address which can be madePleasedick here . to the public. To determine If you are a licensee under Chapter 455, F.S., Product Approval Accepts: 99 I., ___..H.n_.-,--..,r:F%ivn,.ann,nrrdnnA)(hlflwfMlaS°/a2bmis69%2bu%2b9HkgEWvjtUo114FU%2fwa/o3da/o3d 2/3 2/14/2018 Florida Building Code Online Credit Card Safe https://floddabuilding.org/prlpr app_ltl.aspx?param=wGEVXQwtDgvyf4ngAXhl0wfMIaS%2bmis69%2bu%2b9HkgEWvjtUoll4FU%2W/%3d%3d 3/3 PLY GEM WINDOWS SERIES 1500 FIXED WINDOW (NON -IMPACT) NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 00 NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS). 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3' SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-1/2' THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH INSTALLATION. 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4'. SHIMS SHALL BE LOAD -BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112 AND IS NOT ADDRESSED BY THIS DOCUMENT. 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300. 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. II. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED TESTING LABORATORIES 110-15589190/92/95-1 13. DESIGNATION 'O' IS FOR FIXED PANEL. 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4'. FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP. FL 16104.1 SIZE CHART OVERALL SIZE REQUIRED GLASS TYPE MAX O.C. SPACING. FRAME OR CLIP ANCHORS MAX. DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT 404/1' 96' ANNEALED 14.1/2' 55/- 55 PSF NON -IMPACT72' 96' TEMPERED 12' 40/- 45 PSF 120- .- 56' TEMPERED 13.1/2' 45/- 50 PSF TABLE OF CONTENTS SHEET DESCRIPTION INSTALLATION 5 GENERAL NOTESrELEVATIONS ANCHOR SCHEDULE VERTICAL SECTIONS 5 GLAZING DETAIL HORIZONTAL SECTIONS TABLE I: INSTALLATION FASTENERS TABLE Lucas Tumer 2017-12-20 03:37+19:00 ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN EDGE DISTANCE FIN INSTALLATION A 2X MIN. SPRUCE -PINE -FIR WOODG=0.42) 8 WOOD SCREW 1-1/2' 7/16' 16 GAUGE (0.060') STEEL 36 KSI MIN. 010-16 SELF -DRILLING SCREW FULL, PLUS 3 e OR I/B' ALUM. 6063-T5 MIN. TEKS/ORIL-FLEX/KWIK-FLEX THREADS MIN. FRAME OR CLIP INSTALLATION c CONCRETE (2 KSI MIN.) 3116' ITW TAPCON 1-I/2' 1-118' D HOLLOW OR GROUT -FILLED CMU117PCFMIN.) 3/16' ITW TAPCON 1' 2' E 2X MIN. SOUTHERN PINE WOODG=0.55) 3/16' ITW TAPCON I-3/8' 7/8' F 2X MIN. SOUTHERN PINE WOODG=0.55) 10 WOOD SCREW 1-3/8, 7/8' G 16 GAUGE (0.060') STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW IFULL PLUS 3 1/2, OR 1/8' ALUM. 6063-T5 MIN. TEKS/ORIL-FLEX/KWIK-FLEX THREADS MIN. NOTE: ALL SCREWS AND TAPCONS SHALL HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD, 0.42' MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS, 0.355' MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. C.Ply Gem• 1 N. MAIN ST . PO BOX 559. ROCKY MOUNT, VA 26131 PH: 540-614.6341 FX 560-411,4613 0 W = u oGIV NW 0 zJ a Z Z" d 0 o H3 wo w K i= a Z 0 1- o J 0 U. a yOj o~I 4/ O N OWKoz W W O H O W N Q F z a m N a zg r - kz NgFrG",: No S8101 A zz 12/19/2017 LUCAS A TURNER, P.E. FL PE # 58201 TURNER ENGINEERING dt CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 PGW177 ET: I OF / lam Fw N0 W F ax 9u 7 y N T- 6' FROM L1.. CORNER. TYP. I INSTALLATIOl' ANCHOR, TYP. FL 16104.1 UNIT MAX. WIDTH SEE SIZE CHART, SHEET I TYPICAL ELEVATION MAX. 0 C.. SEE CHART SHEET I ANCHOR LAYOUT FRAME INSTALLATION NOTE: WINDOW WIDTH (W) AND HEIGHT H) ARE INTERCHANGEABLE FOR ALL SIZES SHOWN HEREIN NOT TO EXCEED MAXIMUM TESTED SQUARE FOOT AREA. 6' FROM CORNER, TYP. MAX. O.C., SEE CHART. SHEET I 4' FROM 6-1/2' O.C. CORNER, TYP.-11— TYP. 6' FROM u CORNER, TYP.- a0u ANCHOR LAYOUT FIN INSTALLATION MAX. G.C.. SEE CHART. ----{ SHEET I 1 1 non ANCHOR LAYOUT CLIP INSTALLATION 4' FROM CORNER. TYP. 8- 1/2'O.C.. TYP. INSTALLATION ANCHOR, TYP. 6' FROM CORNER, TYP. 3 — T MAX. O.C.. SEE CHART. SHEET I INSTALLATION ANCHOR AT CLIP, TYP. NOTE: USE OF EITHER BRICKMOULO OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. f Ply Gems 433 N. MAIN ST.. PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-466-6346 FR: 540-4/4-0653 O m Qco G o• N O- O M O Z a D Q x N i - Wa W cc d K5pu Z 0' c< O a a w1 N O w N W W H C W a: O Z K W a N I G F Z Q m N Y Y Q J N U Z REW rG,p 3 No 58201 • W p 9 • STATE OF : x r_ 12/ 19/2017 LUCAS A. TURNER, P.E. FL PE 9 58201 TURNER ENGINEERING & CONSULTING, INC. COA B 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-360-1574 PGW177 ET. 2 of 4 MIN. EMBED. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE 1. SHEET I SUBSTRATE BY OTHERS PERIMETER MIN. EDGE GIST. SILICONE CA SEE TABLE I, SHEET 1 SEE NOTES 14 8 15, SHEET I1171 I/4' MAX. SHIM SPACE 1 SEE GLAZING DETAIL SHEET 4 EXTERIOR INTERIOR g VERTICAL SECTION 3 HEAD BRICKMOULO FRAME - FIN INSTALLATION SEE GLAZING DETAIL SHEET 4 EXTERIOR / — INTERIOR PERIMETER SILICONE CAULK SEE NOTES 146IS, •• ••••••• SHEET I SUBSTRATE BY OTHERS INSTALLATION ANCHOR MIN. EDGE GIST. SEE TABLE I, SHEET I PERIMETER SILICONE CAULK SEE NOTES 14 6 15, SHEET I 7/8' O.A. INSULATED GLASS UNIT TEMPERED OR ANNEALED GLASS, E%T4R- 4 SEE SHEET I) 1/2' MIN. TYP. INTERIOR GLASS BITE / IN E— DOW 1199 SILICONE GLAZING DETAIL NOTE. SEE SHEET I FOR REGUIRED GLASS TYPE BASED ON UNIT SIZE. 5/16' MIN. I I I/4' MAX, r SHIM SPACE MIN. EMBED. SEE TABLE 1, SHEET I SEE TABLE I, _ I MIN. EDGE DIST. SHEETI SEE TABLE 1, SHEET I VERTICAL SECTION FL 16104.1 3 SILL BRICKMOULD FRAME - CUP INSTALLATION NSTALLATION ANCHOR EE TABLE 1, SHEET I 11 BY OTHERS MIN. EMBED. i 1 SEE TABLE 1, SHEET 1 114" MAX. SHIM SPACE SEE GLAZING DETAIL SHEET 4 EXTERIOR INTERIOR C-"'\ VERTICAL SECTION 3 HEAD BEVELED FRAME - FRAME INSTALLATION v SEE GLAZING DETAIL SHEET 4 EXTERIOR — INTERIOR 1. 1/4' MAX. SHIM SPACE PERIMETER SILICONE CAULK I SEE NOTES 14 6 15, SHEET I MIN. EDGE DIST SUBSTRAT j' SEE TABLE 1• BY OTHERS SHEET INSTALLATION ANCHOR SEE TABLE I. SHEET I MIN. EMBED. SEE TABLE I, SHEET I VERTICAL SECTION 3 SILL BEVELED FRAME - FIN INSTALLATION luh Ply Gem• j 433 N. MAIN ST . PO BOX 559. ROCKY MOUNT. VA 24151 PH: 540-464-6345 FX: 540d.64.6683 I Mid I I a m 0 z O O N o vo—i oG J Z m F N w N C a w iC ~ 0 Wo N I.- a w I H Z a m N Nm N Id J uz SORELY o!, NO 58201 905 STATE OFl. NAL, If 12/19/2017 LUCAS A. TURNER, P.E. FL PE B 58201 TURNER ENGINEERING & CONSULTING, INC. COA 19 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DWG S: PGW177 SHEET: Z OF / MIN. EMBED. MIN. EDGE GIST. SEE TABLE I, SHEET 1 1/4' MAX. SEE TABLE I, SHEET I PlyI/4' MAX. SHIM SPACE SUBSTRATE fi Geme SHIM SPACE BY OTHERS INTERIOR 1 NINTERIOR INSTALLATION ANCHOR 433 N. MAIN ST- UK PO BOX 559. ROCKY MOT. VA iW51 SEE TABLE 1, SHEET 1 MIN. EDGE GIST. PR: 540-451.4345 SEE TABLE I, SHEET 1 0 FX: 560-464-6653 SEE GLAZING SEE GLAZING o DETAIL SHEET 4 DETAIL SHEET 4 QMIN. EMBED. c SUBSTRATE SEE TABLE I, SHEET I c v BY OTHERS i — H a_j E I 1 INSTALLATION ANCHOR SEE TABLE I, SHEET I o 0 o EXTERIOR EXTERIOR Z V H L v, O w u tu PERIMETER SILICONE CAULK w w PERIMETER SILICONE CAULK SEE NOTES 14 8 15, SHEET 1 N Z uca SEE NOTES 14 B 15. SHEET I HORIZONTAL SECTION F HORIZONTAL SECTION o o U. 0. 4 JAMB 4 JAMB N N O W w BRICKMOULD FRAME - FRAME INSTALLATION BRICKMOULD FRAME - FIN INSTALLATION w c i w W a F c MIN. EMBED. Ho a mSEETABLEI, SHEET I MIN. EMBED. F I/4' MAX.SEE TABLE I, SHEET I SHIM SPACE 1/4' MAX. H o m g m SHIM SPACE c = 3 -r u Zco MIN. EDGE GIST. SEE TABLE I, SHEET I SUBSTRATE BY OTHERS o u tIllorl INTERIOR INTERIOR 0`00RELYrT,,rp, 5l16' MIN. INSTALLATION ANCHOR E P/// SEE TABLE 1, SHEET I No 58201 : 9 O SUBSTRATE SEE GLAZING DETAIL SHEET 4 SEE GLAZING DETAIL SHEET 4 59' o• 9 i STATE OF . 4L BY OTHERS MIN. EDGE GIST. OF,p ...... h;/ONALWASEETABLEI, SHEET I Ed p payuoaw" INSTALLATION ANCHOR I 12/19/2017 SEE TABLE I, SHEET I LUC'AS A. TURNER, P.E. FL PE 158201o TURNER ENGINEERING k CONSULTING, INC. EXTERIOR EXTERIOR . PERIMETER A 7 SILICONE CAULK 1239JApBARAAVE. PERIMETER SILICONE CAULK SEE NOTES 14 B 15. SHEET I NORTH PORT, FL 34288 SEE NOTES 14 8 15, SHEET I PH. 941-380-1574 G1 HORIZONTAL SECTION HORIZONTAL SECTION DwG s: Hq JAMB q JAMB P G W 17 7 BEVELEDFRAME -CUP INSTALLATION BEVELED FRAME -FRAME INSTALLATION SHEET: 4 OF 4 FL16104.1 PLY GEM WINDOWS SERIES 1500 FIXED WINDOW (NON -IMPACT) AS TESTED INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS 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 OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF tit INCH (I.E.. 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 STACK TO BEI/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING USE #3 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH 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. 6. 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. FL 16104.2 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE(FBC), EXCLUDING HVHZ. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X 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. IX AND ZX BUCKS (WHEN USED) SMALL 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 140T 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 IN NON4"Z AREAS. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE, 6. WINDOW FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAIL. OVERALL SIZE REQUIRED GLASS TYPE MAX. DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 46-1/6' 96- ANNEALED 55/- 55 PSF NON -IMPACT7r96- TEMPERED H40/- 45 PSF 120-1/16- 5W TEMPERED 45/- 50 PSF TABLE OF CONTENTS SHEET DESCRIPTION INSTALLATION B GENERAL NOTESr2"r, ELEVATIONS ANCHOR LAYOUTS VERTICAL SECTIONS 5 GLAZING DETAIL HORIZONTAL SECTIONS l Ply Gem° WINOOWS 433 N MAIN ST.. PO BOX 559 ROCKY MOUNT. VA 26151 PH: 540484-6346 FX: 540-454-6653 w — — 4 0 0 P Z 2N W o: LL F O_ r O O LL w w atctoa N r r wLLlmQ (0 J VI u IGWI78 T: f; Ply Gem• WINDOWS 433 N. MAIN ST.. PO BOX 559 ROCKY MOUNT, VA 24151 PH: 340-0E4-6346 FX: 540-464-6663 o " W Q O o UNIT MAX. a L. WIDTH 72' p N J P UNIT MAX. D.L.0 MAX. m J WIDTH 124- WIDTH 67} O.L.0 MAX. 4 4 p WIDTH 1154z p z W i U W W WQCU UNIT MAX. o U. HEIGHT d c co Q- G H 9) G H H w o p UNIT MAX. O.L.O. MAX. 5 5 5 5 w c R HEIGHT HEIGHT E F E F N w w 56' S11' S D 5 5 0, 5 H a 2miLO. L.O. MAX. tu d HEIGHT N9 J J m Z Y U 4 4 TYPICAL ELEVATION ' 01 120- 1/ 16' X 56' UNIT A 0 4 4 TYPICAL ELEVATION 72' X 96' UNIT o VWf F N Q DWG #: PGW178 FL 16104. 2 SHEET: 2 OF 5 St' FROM CORNER. TYP. r W)1--1 T , (W) I (H) FL 16104.2 4' FROM CORNER, TYP.- 16' O.C.. TYP. ANCHOR LAYOUT FRAME INSTALLATION 120-1/16' x 56' UNIT NOTE: USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. uy 9 vv I FIN INSTALLATION 120-1/16' x 56' UNIT r 51' FROM y CORNER, TYP. INSTALLATION ANCHOR, TYP. 6' FROM CORNER, TYP. 4' FROM CORNER, TYP. 7' O.C.. TYP. LATION u.a.nJR. TYP. 18' O.C.. TYP. 0. ANCHOR LAYOUT CLIP INSTALLATION 120-1/16' x 56' UNIT 6' FROM CORNER. TYP INSTALLATION ANCHOR AT CLIP, TYP. SERIES 1500 FIXED WINDOW - ANCHOR SCHEDULE UNIT SIZE DESIGN PRESSURE INSTALLATION TYPE 6 ANCHOR SPACING HEIGHT FIN FRAME CLIP HEAD JAMB SILL HEAD JAMB SILL HEAD JAMB SILLE72* 96' 55 PSF 7.00' 7.00' 7.00' 15.00' 21.00- ONE 16 00' 16.00' 16.00' 96' 40/-45PS 7.00- 7.00- 7.00- 18.00' 21.00- 18.00" 16 00' 16.00' 16.00' 56' 45 /-50 PSF 7.00' 7.00- 7.00- 16.00' 21.00- 111 00'` 16.00' 16.00' 18.OW I. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2. FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL FOR UNITS 46-1/8' WIDE OR LESS, FOR UNITS EXCEEDING 48-1/8' IN WIDTH ANCHORS ARE REQUIRED AT THE SILL. 3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING. TYPE, ETC. ADHERES TO REQUIREMENTS LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD & JAMBS. FIN INSTALL AT SILL) 4. SEE SHEET I FOR REQUIRED GLASS TYPE PER UNIT SIZE. Ply Gem° WINDOWS 1.35 N. MAIN ST.. PO BOX 559 ROCKY MOUNT. VA 24151 PH: 560-464-634E FX: 540-484-6683 o z o 1 N g N W o Gcau 7d O Z FQQ" N O E 1: d W LL w a lau m m -I P N It i:; IV/z- I V) w Na PGW178 ET: Z of 5 CONCRETE/ MASONRY CONCRETE/ MASONRY BY OTHERSaEM060 MENT 11/2• MIN. BY OTHERS 3/4• MIN. Ply Gem• EDGE DISTANCE # B WOOD SCREW WINDOWS CAULK BETWEEN. • #B WOOD SCREW CAULK BETWEEN INSTALLATION CONCRETE/ MASONRY 6 2X INSTALLATION ANCHOR CONCRETE/ MASONRY B 2X•ANCHOR433 N. MAIN ST.. PO BOX 559 W000 BUCK BY OTHERSWOODBUCKBYOTHERSII/2' MIN ROCKY MOUNT, vA 24151 2% WOOD BUCK . 2X WOOD BUCK • A. . EMBEDMENT BY OTHERS 3/4' MIN. BY OTHERS PH: BLo-W4-63W EXTERIOR FINISH FX: 540.454-6653 EXTERIOR FINISH EDGE DISTANCE BY OTHERS BY OTHERSlu SILICONE SEALANT SILICONE SEALANT a o $ BY OTHERS c Q. V BY OTHERS J } J E 1/4' MAX. o coJ SHIM SPACE I/4' MAX SHIM SPACE u N O.A. I O.A. I Z e o Z UNIT UNIT ` ; o d OHEIGHT , SEE GLAZING HEIGHT -SEE GLAZING w p u w DETAIL SHEET 4 _ / DETAIL SHEET 4 x W " 7/11' O.A. INSULATED a o u INTERIOR INTERIOR o m EXTERIOR — GLASS UNIT EXTERIOR _ o u_ Z LL TEMPERED OR ' > y z Q EXTERIOR I- ANNEALED GLASS) W' w p o VERTICAL SECTION u tut LL g VERTICAL SECTION C a 4 HEAD - ZX WOOD SUCK 4 HEAD - 2- WOOD BUCK BRICKMOULD FRAME •FIN INSTALLATION BEVELED FRAME -FRAME INSTALLATION JII!2' MIN. TYP. / INTERIOR 0. a m GLASS BITE F Z DOW 995A w SEE GLAZING SILICONE GLAZING DETAIL SEE GLAZING m Z g r a z DETAIL SHEET 4 DETAIL SHEET 4 c ` c' y Z NOTE: E%TERIOR INTERIOR EXTERIOR - INTERIOR SEE SHEET 1 FOR REQUIRED 0 A. / CCC GLASS TYPE BASED ON UNIT \ IO. A. HEIGHT / \ I SIZE. I UNIT I I HEIGHT 1/ 4• MAX. SHIM SPACE I/ 4• MAX. SHIM SPACE EDGEMD 5T. cn cn SILICONE SEALANT SILICONE SEALANT BY OTHERS a BY OTHERS 1 1/2' MIN. EXTERIOR FINISH EMBEDMENT EXTERIOR FINISH BY OTHERS BY OTHERS 2X W000 BUCK • • '. 2% WOOD BUCK .; #B WOOD SCREW BY OTHERS , BY OTHERS INSTALLATION CAULK BETWEEN CAULK BETWEEN • ; .; a; '.ti d ANCHOR a # B WODD SCREW CONCRETE/ MASONRY B ZX CONCRETE/ MASONRY B 2X INSTALLATION ANCHOR W000 BUCK BY OTHERS 1112E MIN. WOOD BUCK BY OTHERS , 3/4• MIN. , CONCRETE/ MASONRY EMBEDMENT CONCRETE, MASONRY OTHERS EDGE DISTANCE BY OTHERS DWG #: VERTICAL SECTION D VERTICAL SECTION P G W 17 8 A 4 LL SILL-ZXWOODBUCK 4 SILL -ZXWOOD BUCK SHEET: / OF 5 FL 16104.2 BRICKMOULD FRAME -CUP INSTALLATION BEVELED FRAME- FIN INSTAATION 4F 1 1/2' MIN. EMBEDMENT 8 WOOD SCREW 1/4' MAX. INSTALLATION ANCHOR SHIM SPACE INTERIOR 3/4' MIN. EDGE DISTANtCONCRETE/ MASONRYBY OTHERS CAULK BETWEENCONCRETE/ MASONRY8 ZXWOODBUCKBYOTHERS ZX WOOD BUCK BY OTHERS — 1 EXTERIOR FINISH ' ° : EXTERIOR BY OTHERS SILICONE S BY 8 WOOD SCREW INSTALLATION ANCHOR 3/4' MIN. , ••. EDGE DISTANCE a CONCRETE/ 14ASONRY+' BY OTHERS ` CAULK BETWEEN ~• CONCRETE/ MASONRY 5 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS ° EXTERIOR FINISH ~ BY OTHERS SEE GLAZING DETAIL SHEET 4 O.A. UNIT WIDTH HORIZONTAL SECTION J JAMS -ZXWOOD BUCK BRICKMOULD FRAME - FRAME INSTALLATION 11/2' MIN. EMBEDMENT L._ 1/4' MAX. I SHIM SPACE INTERIOR SEE GLAZING DETAIL SHEET 4 1 0 EXTERIOR SILICONE SEALANT • \ J O.A. BY OTHERS UNIT WIDTH G HORIZONTAL SECTION JAMS - ZX WOOD BUCK FL 16104.2 BEVELED FRAME CUP INSTALLATION 3/4' MIN. 8 WOOD SCREW EDGE DISTANCE INSTALLATION ANCHOR 1/4' MAX. CONCRETE/ MASONRY fi Ply Gem• SHIM SPACE BY OTHERS INTERIOR T ' CAULK BETWEEN 433 N MAIN ST . PO BOX 550 CONCRETE/ MASONRY 8 2X ROCKY MOUNT. VA 24151 WOOD BUCK BY OTHERS PH. 540-484-6343 FX:540-456-6603 SEE GLAZING DETAIL SHEET 4 1 1/2' MIN.uj a EMBEDMENT 0: ZX WOOD BUCK e BY OTHERS EXTERIOR FINISH c BY OTHERS Z u ZO rnz w r O NEXTERIOR SILICONE SEALANT ow u w BY OTHERS x o w O.A. UNIT 00 o Z cc WIDTH , 0 z a 1 o UO F HORIZONTAL SECTION W W 5; W W O Wrn 5 JAMB-ZXWOODBUCK x a BRICKMOULD FRAME - FIN INSTALLATION N a ui j11/2' MIN. 4 m EMBEDMENT r 8 WOOD SCREW ui `. m Q m rnI/4' MAX. INSTALLATION ANCHOR SHIM SPACE CONCRETE/ MASONRY c `_' H z BY OTHERS o u CAULK BETWEEN INTERIOR CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS ZX WOOD BUCK BY OTHERS SEE GLAZING DETAIL SHEET 4 o 3/4' MIN. EDGE DISTANCEA. Kn EXTERIOR FINISH BY OTHERS EXTERIOR O.A. SILICONE SEALANT UNIT BY OTHERS WIDTH DWG #: H HORIZONTAL SECTION G W 17 8 5 JAMB -2X WOOD BUCK CEP 5 of 5BEVELEDFRAME- FRAME INSTALLATION 2/14/2018 Florida Building Code Online Professional Regulation r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats s Fads I Publications I FBC Staff I SOS Site Map I Links I Search rids Y Product Approval USER: Public User 6tiv:trr,"f¢ Product Aooroval Menu > Product or Aoolicatlon Search > Application List Search Criteria Refine Search Code Version 2017 FL# 16118 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 F[, Iypg Manufacturer Validated By Status FL16118-R3 Revision Ply Gem Windows Locke Bowden Approved History Category: Windows 334) 300-1800 Subcategory: Mullions Approves oy VDrK. r.PProvdis uy Worn a..dd vc ,c"'c l.. o,....a......r ... .................... ........_.... Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Edtaw Statement :: AccessiblllN Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office'by phone or by traditional mall. If you have any questions, please contact 8S0.487.1395. *Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, 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 to supply a personal address, please provide the Deparment 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: Credit Card Safe https://flofidabuilding.org/pr/pr_appjst.aspx 1/1 2/14/2018 Florida Building Code Online - Businessi FLORIDA, 011PAMWIRNT OF BUS Home I Log In I User Registration I Hot Topics Submit surcharge I stats a Facts I Publications I FBC staff I MIS Site Map I Unks I Search Florida Product ApprovalrUSER: Public User brciicno hm Product A9oroval Menu > Product of Aoolkxtlon Search > Qggllcatlan Ust > Application Detail POFF10E OF THE FL # FL16118-113 SECRETARY Application Type Revision Code Version 2017 Application Status Approved Comments Archived 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 Luanne Harris ivanne.harris@plygem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Locke Bowden 5 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16 1 R3JE1Y Gem COI.Ddf 1709.8 Product Approval Method Method 2 Option B a— ,ttl acnY?naram=WGEVXQwtDovvf4npAXhIOyQOemzR2JWDTjgpLsYuOSUObhuAFGR6Tg%3d%3d 1/2 2/14/2018 Florida Building Code Online Date Submitted 10/17/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 c,rrnrrary of Products FL # Model, Number or Name Description 16118.1 Ply Gem 1500 Mullion (Brickmould Frame) Limits of Use Installation Instructions FL16118_g1—U—PGW189.DdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778 Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Please refer to installation instructions, PGWI89, and Evaluation Reports FL16118 @3—AE— R 11 .Ddf evaluation report, PER 3142, for further limitations of use. Created by Independent Third Party: Yes 16118.2 Ply Gem 1500 Mullion (Beveled Frame) Limits of Use Approved for use in HVHZ: No Installation Instructions L16 1 U—II PGW190.Ddf Verified By: Hermes F. Norero FL P.E. No. 73778ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: YesImpactResistant: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to installation instructions, PGW190, and evaluation report, PER 3143, for further limitations of use. FL16118 R3 AE P R 1L.odf Created by Independent Third Party: Yes 16118.3 Ply Gem 1500 Tube Mullion (Brickmould Frame) Limits of Use Installation Instructions LFApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes 1611$_g]_1LPGW203.Ddf Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Please refer to installation Instructions, PGW203, and Evaluation Reports FL16118 g3 AE PER5114.pdf evaluation report, PER 3144, for further limitations of use. Created by Independent Third Party: Yes 16118.4 Ply Gem 1500 Tube Mullion (Beveled Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL16118_Ba—u—PGW204.Ddf Verified By: Hermes F. Norero, P.E. FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Please refer to installation Instructions, PGW204, and Evaluation Reports FL16118pEPER5115.Ddf evaluation report, PER 3145, for further limitations of use. I 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. Cowl ht 2007-2013 State of Florida.:: Ed)29 Statement :: Accessibllity Statement :: Reh!nd statement Under Florida law, email addresses are public records. If you do not want your a -mall 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 $50.487.1395. 'Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they haveone. The emalls 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 pa avail behleleto the public. To determine If you are a licensee under Chapter 455, F.S., lease Product Approval Accepts: off® Credit Card Safe u..... rm...:a.,ti..:l.linn nrn/nr/nr ann dtl.asox?oaram=wGEVXQwtDgvyf4ngAXhlOyQOemzR2JWDTjgpLsYuOSUObhuAFGR6Tg%a3d%3d 2/2 3/2/2018 Florida Building Code Online Business Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats & Fads F rich a t yt,ri r brerr ure.n Product Approval USER: Public User productggoroval Menu > Product or Anollcation Search > Application Ust Search Criteria JL; OUT DBPR Da PR O'"310"S CD HT0.[T DBPR Code Version 2017 FL# 12194 ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method Quality Assurance Entity Contract Expired ALL Quality Assurance Entity ALL 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 Other ALL Search Results - A lELA F 12194-R7 Higm. lications Validated Sy Status Ins Manufacturer Revision Aluminum Coils, Inc. Locke Bowden Approved Category: Panel Walls 334) 300-1800 Subcategory: Soffits If n_arv. Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC r Contact Us : c 2601 Blair Stone Road Tallahassee FL 32399 Phone: 8SO-487-182A The State of Florida Is an AA/EEO employer. Coptrlaht 2007-2013 State of Florida.:: EdXjV Statement :: Aarsslbllity StateLne_a :: 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 electronicmalltothisentity. instead, contact the office by phone or by traditional mall. if you have any questions, please contact 8S0.487.1395. -pursuant to Section45S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If trey haveone. The emalis provided maybe 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 please a availhere . to the public. To determine If you are a licensee under Chapter 455, F.S., ck Product Approval Accepts: WAN ® Credit Card Safe ne-_-h...na:.... .....Inc/nr ann Ict ACnY 3/2/2018 Florida Building Code Online Professional Regulation r BUS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff I BGS Site Map I Unks I Search r. Produd ApprovalZorRUSER: Public User Product Agoroval Menu > Product or Annllatlon Search > Aooliation Ust > Application Detail FL * FL12194-R7 Application Type Revision Code Version 2017 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 7 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest 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 b Validation Checklist - Hardcopy Received Certificate of Independence FL1 4_R7_J ALC15001.4 2017 FBC Evaluation Reoort Q4 T4 Soffits Fnal.p_ Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code https://Uoddabuilding.org/pr/pr app_OU.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALFtXsIGNSmoVVEg2vbvMa/o2fFw*/a3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved summary of Products Method 1 Option D 12/15/2017 12/15/2017 12/20/2017 02/13/2018 FL !t Model, Number or Name Description 12194.1 Alumunum Colis Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions 2017 FBC Evaluation Report 04 Approved for use in HVHZ: No FL12194_U_iI ALC15001 4 T4 Soffits Final.p_dfApprovedforuseoutsideHVHZ: 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 Report OgFL12194_RAAI C15001 4 2017 FBC Evaluation T4 Soffits Final.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: $50-487-1824 The State of Florida Is an AA/EEO employer. CCoo soht 2007-2013 State of Florida.:: PrlvaV Statement :: en•ssibil& 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 electronicmalltothisentity. 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 they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, 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; UWE "M-01® CeOIJ4 Card Safe httn-,:/Moiidabuildina.ora/pr/Dr app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALFtXsIGNSmoWEg2vbvM%2fTwo/o3da/o3d 2/2 SoF/=I r— y Certificate of Authorization No. 29824 CREEK 17520 Edinburgh Dr Tampa, FL33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5- EDITION (2014) Manufacturer. ALUMINUM COILS. INC. issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813) 249-9745 vwvw.aluminum coilsinacom Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategoiy: Soffits Code.Sections: 1404.5.1,1710.9.4 Properties: Wind Resistance REFERENCES Rearm No. Standard Year 1986Entity CerSfied Testing Laboratories (TST15M CTLA 1847W AAMA 1402 1986 Certified Testing LaboratPfT riesST15rr) CTLA 2076W AAMA 1402 AAMA 1402 1986 PRI Construgtion Materials Technologies (TST5878) ACIX-003-02-01 1986 PRl Construction Materials Technologies (IST5878) ACIX-003-02-02 AAMA 1402 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads 1-hall be detemurred in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 17"10.9.2 and thisreportthe FBC- and the manufacturer's 4. Installation of the eyaluaiad products shall oompy discrepanciesexist between these sources, the more restrictive publishedapplicationInstructions. When; andFBCcompliantinstallationdeiallshallprevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203 2 _All data shall 6. Feld fastener withdrawad may be required byJ bre the fastenertion writhexisting s meets or exceeds the be, reviewed by a qualified design professional to minimum load resistance for the. pnc ect requirements. program compliance with 7. All ptoduds listed in this report shall be manufactured under a quality assurance prop Rule 6-1 G10-3. PRODUCT DESCRIPTIONS 3/ 8" F- Channel Preformed noiftal 0.0164nch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/ 8" J- Channel Prefort'ned 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. FL12194- R3 Page 1 of 3 ALCT5001 This evaluation report is provided State 9Florida o q productapprovalchanges throughout the duration for which this report is valid. This evaluation Services, LLGof arty p installation, recommended use, or other product attn'hutes that are not This evaluation reportdoesnotexpressnorimplywartatrly, specifically addressed herein. CREEK v TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" 44 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in Ain.ft for the 'full vent configuration and 11.1 0/I1n.ft and for the 'center vent configuration. See Appendix D for dimension drawings. t!r F7rtt VENT 76' L MkR Mdf l gnm PANEL 12" T4 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit anels provided in 12 inch sections. The reported net free ventilation areas are 12.5 in Ain.ft for the 'full vent configuration and 4;2 W/Iin.ft for th6 'enter vent configuration. See Appendix D for dimension drawings. ALClSO01 FL12194-R3 Page 2 of 3 This evaluation report is provided for State -of Florida product approval under Rule 61G20-3. The man ufaohrrer shag notify CREEKTechnicalServices,lLC of arrypro4uct changes or quality assurapce changes throughout the duration for which this report Is valid. This evaluation report does not express ndr imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK3 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 BuildingCode5t' Edition (2014) as evidenced in the referenced documents submi8ed by the named manufacturer. VV11u11tr1111 PVIY R. P9 N No 74021 jr= STATE OF .•'/ 00. ir nr CERTIFICATION OF INDEPENDENCE 2015.08.27 07:05:00 M. ,rAWlza~ -04'00' Zachary R Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor mll it acquire, a financial Interest In any company manufacturing or diistn-buting products under this evaluation, CREEK Technical Services, LLC Is not owned, operated, or controlled by any company manufacturing of dstnbuting 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) FL' 3of3 ALCI5001 — 1-1 -- CREEKThisevaluationreportisprovidedforStateofFloridaproductapprovalunderRule61G20-3. The manufacturer shall notifyTeciWpWServices, LLC.of arty product changes or quality assu n changes ceded use, o duration product which atthis report Is+v laid. This evaluation report does ndt w9rass nor imply warranfy,, re specifically addressed herein. CREEK TrICHNICAL 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 INSTALWION section of this report for Installation detail wherr the Information Is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given Is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPf (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others In accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall 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 Lo I ion ZT on b. 12" T4 Soffit— 4-inch o.c. Fastener Fastener Fastener Fastener La lion Loc tion Lac lion Lacit c. 16" Q4 Soffit-16-Inch o.c. Fastener Fastener Lo don Lac Lion ALC15001 FL12194- R3 Page lof7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEKTechntcal Services, LLC of any product changes or qualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor Imply warranty,. Installation, recommended use, or other product attributes that are not spedincally addressed herein. CREEK . TECHNICAL SERVICES, LLC d. 16° Q4 Soffit— 8-Inoh o.o. Fastener Fastener Fastener Locs}Uon LoclUon Lao Lion ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-Inch overhang with F-Channel Wall Connection Eave Connection MDP System Panel psi No. Width Substrate F-Channel Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) min. 3/84nch head die. pall, One (ljmtn. 318 x 3/8-Inch One (1) min.1 3/4-Inch long x 0.072.Inch die. x min. 3/16- t40.0 12F-1 Max. Wood min.1.26-Inch embedment spaced Wood crown staple spaced 16-Inch Inch head dia. trim pall 16-Inch 24-Inch o.c. O.G. spaced 364nch o.c. Three (3) min. 3/4-Inch x 1/4-Inch One (1) min 314-inch x 1/4-Inch One (1) min,1 3144hoh long x 0.072-Inch dia. x min. 1/4-Inch 48. 12F-2 Wood crown staples in diamond pattern Wood craonwdnstaple spaced B-Inch c head dia. trip nail spaced 48- 64.2 1Max' spaced 244noh o.c, securtn each panel le gp Inch o.c. One ( 1) min.1 3144 h long x Max One (1)14 ga. 6/8-Inch long T nail Wood One ( 1) min 3/4-Inch x 1/4-Inoh crown staple spaced 8-Inoh o.c. 0. 072-Inch rile. x min. Inch head die. trip Hall spacceded4t3- 4 64. 2 12F 16- Inch Masonry spaced 8-Inch o.c. P andsecuring each panel lap Inch o.c. ALC16001 FL121114- 113 Page 2 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manWfacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurancechangesthroughouttheduraUbnforwhichthisreportisvalid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product lattrlbutes that are not spebtfically aftebbed herein. CREEK0TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 124nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- Inch x 1/4-Inch ovown. One (1) min. #8 x 1/24nch One (1) min 3/44nch x One (1) min.1 3/4-Inch long x 12.1-1 Max 16-Inch Wood staples in diamond l - screw space head diameter screw spaced 18-Inch o.a Wood 1/4-Inch crown staple Inch0.072-Inch die. x min. spacedheaddie. trip Hell spaced 48- 64. 64.2 pattern spaced 24- connecting soffit to .1-channel spaced 84nch o.c.. Inch o.c. Inch o.c. Approved Systems for 16-Inch overhang with. F-Channel Wall Connection Eave Connection System Panel' MOP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.114-Inch crown x One (1)Min. 1.764nch x 0.072-Inch diameter 16F-1 Max. Masonry One (1)14 ga. 6/6-Inch long T nail Wood 1-Inch leg staples spaced max finishing nail with min. 3/16- 153.3 124noh spaced max B-Inch o.c. 4-Inch o.c. and securing each Inch head spaced panel lap 124nch o.c. One (1)18 ga. 1144nch crown x One (1) min.'1.75-Inch x Max Three (3)18 ga.T/4-Inch crown x 1- leg staples spaced max OA72-Inch diameter 16F-2 124nch Wood Inch leg staples in diamond pattern Wood 44-Inch o.c. and securing eachInc finishing nail with min. 3/16- 53.3 16-Inch mo. panel lap Inch head spaced 12-Inch o.c. Max One (1) 3/8-Inchhead die. nail, min. One (1) min 3/8-Inch x 318-Inch One (1) min. 1 3/44nch long Inch die. x min. x 0. ndh16F 16-Inch• Wood 1.26-Inch embedment spaced P4- Wood crown staple spaced 16-Inch 3116 -Inch head dia. Ulm Halt 25 6 incb o.c. O.C. spaced 364noh o.c. Max Three (3) min. 3/4-Inch x 1/4-Inch One (1) min 3/4-Inch x 1/4-Inch Ohe ( 1) min. 1 3/4-Inch long x 0.072-Inch die. x min. 1/4- 27 16F- 4 104nGh Wood crown staples In diamond -pattern Wood crown staple spaced 84nch o c. Inch head dia. trip nail 36.1 spaced 24-Inch o.c. spaced 484nch o.c. ALC1. 5001 FL12184-R3 Page 3 of 7 This evaluation, report Is provided for State of Florida product approval under Rule 61620-3. The manufacturer shall nobly CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluaton report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not spedfically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC• Appendix A Aprproved Systems for 16-Inch overhang with F-Channel Wall Connection Eave Connection MDP System Panel pso No. Width Substrate tChannel Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) min. x One (1)18 ga. 1/4-Inch. crown x dlamInch0.072-Inch diameter Max Masonry16F-5 One (1)14 gs. 5/8-Inch long T nail Wood 1-Inch leg staples spaced 4- inch o.c. and securing each finishing nail with min. 3/16- 43.3 16-Inoh spaced eaneh o.c. panel lap Inch head spaced 16-Inch o.c. One (1)18 ge.1/4-Inch crown x One (1) inchmin. diameter x a0g h diameter 18F-8 Max Wood Three (3)18 ga.1/4-Inch crown x 1- Inch leg staples In diamond pattern 1-Inch leg staples spaced 4- Wood Inch o.c. and securing each finishing Hall with min. 3116- nail t43.3 16-Inch 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 MDP System Panel psf) No. Width Substrate d-Channel Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) min. 1 3/4-Inch Three (3) min. 3/4-Inch x 1/4-Inch One (1) min 3/4-Inch x 1/4-Inch long x 0.072-Inch dla. x 23.5 16J_1 Max Wood crown staples In diamond pattern Wood crown staple spaced 8-Inch ox. min. 1/4-Inch head dra. trip 31.4 16-Inch spaced 24-Inch o.c.. I nail spaced 48-Inch o c. ALC15001 FL12194-R3 Page 4 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 orqualityassurancechangesthroughoutthedUratibnforwhichthisreportIsvalid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not speblficelly aftessed herein. CREEK TECHNICAL. SERVICES, LLC- ALUMINUM COILS, INC Soffits Appendix A A proved Systems for 244nch 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.1/44nch Nominal 1x2 crown x 1-Inch leg No.2 SYP staples spaced Three (3)'18 ga.1/4- anchored to 12-Inch ox. securing One (1)18 ga. 1/4- One -(I) min. 1.75-Inch x Max. Inch crown x 1-Inch rafter with one each panel lap Inch crown x1-inch 0.0724nch diameter 24F-1 124nch Wood leg staples In 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 801.90 diamond pattern Inch x 7d ring One (1) min.1.754nch Inch o.c. 3/16-Inch head spaced spaced 16-Inch o.c. shank nail x 0.072-Inch diameter 12-Inch o.c. 24-Inch o.c. finishing nail with min. 3/16-Inch head spaced 4-tnctt o.c. One (1)18 ga.1/4-inch crown x 1-Inch leg Nominal W staples spaced Ong (1) min.1.5- No.2SYP 124nch o.c. securing One (1)18 ga.'I/4- One (1) min.1.75-Inch x Max Inch x 11 ga. anchored to each panel lap Inch crown x 1-Inch 0.072-Inch diameter 80/ 2417-2 124nch Wood smooth shank roofing nall spaced rafter with one 1) 7d x 2.25- One (1) min.1.754nch Wood leg staples spaced 6- finishIng nail with min. 31164nch head spaced T6.6 Ir.-Inch o.c. Inch ling shank x 0.072-Inch diameter Inch o.c. 12-Inoh o.c. nall 244nch o.c. finishing nail with min. 31164nch head spaced 44nch o.c. One (1)18 ga.1/44nch crown x I4nctt leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. searing One (1)18 ge.1/4- One 1) min. 1.75-Inch x Max. One (1)14 ga. 6/8- anchored to each panel lap Inch crown x 1-Inch 0.0 2-Inch diameter 80/ 24F.3 124nch Masonry Inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 spaced 8-Inch o.c. 1) 7d x.2.25- One (1) min. 1.75-Inch Inch ox, 3/144nch head spaced Inch ring shank x 0.072-Inch diameter 12-Inch o.c. nail 244nch o.c. finishing nall with min. 31164nch head spaced 44nch o.c. AL015001 . FL12194-R3 Page 5 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 dUratlon 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 addtessed herein. ALUMINUM COILS, INC Soffits ECREEKTECHNICALSERVICES, LLC• Appendix A A 'roved Systems for 24-Inch overhang with F-Channel Wall Connection Center Connection Eave Connection DMDP System Panel so No. Width Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/44nch Nominal 1x2 crown x 1-Inch leg Nomi staples spaced Three (3)18 ge.1/4- SYP 12-Inch o.c, securing anchored to each panel lap One (1)18 ga.'114- Inch crown x I -Inch One (1) min. 1.75-Inch x 0.072-Inch diameter Max. Wood Inch crowd x lanch leg staples In rafter with one Wood leg staples spaced 6- finishing nail with min. 801.60 24F q 16-Inch dlamond pattern 1) min. 2.25-One (1) min. 1.T5-Inch IncFr o.c. and securing 3118-Inch head space spaced 16-Inch o.c. Inch x 7d ringInch Hell X 0.072-Inch diameter s k ail each panel lap 16-Inch o.c. finishing nail with min. 2 n 3/16-Inch head spaced 44nch o.c. One ( 1)18 ga. 1/44nch crown x 1-Inch leg One ( 1).min.1.6- Nominal 1x2 staples spaced No. 2 SYP 12-Inch o.c. securing One (1)18 ga.1/4- One (1) min. 1.754nch x Max Inch x 11 ga. anchored to each panel lap Wood Inch crown x 1-Inch leg staples spaced 8- 0. 072-Inch diameter finishing nail with min. 80E-60 24F- 5 Wood 16- Inch smooth shank roofing nail spaced rafter with one 1) 7d x 2.25- One (1) min. 1.75-Inch Inch o.c. and securing 31164noh 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. 3116- Inch head spaced 4- Inoh o.c: One ( 1)18 ga.1/44nch crown x 1-Inch leg Nominal 1x2 staples spaced No. 2 SYP 12-Inch o.c. securing One (1)18 ga. 114- One (1) min,1.75-Inch x Max 10ne ( 1)14 ga. 5/8- anchored to each panel lap Wood Inch crown x 1-Inch leg staples spaced 8- 0. 072-Inch diameter finishing riail WICK min. 801-60 24F- 6 16-Inch Masonry Inch IongTnall spaced, 8-Inch o.c. rafter wiffa one 1) 7d x 2.25- One (1) min.1.764nch Inch o.c. and securing 31164nah head spaced Inch ring. shank x 0.072-Inch•dlameter each panel lap 16-Inch o.c. nail 244nch o.c. finishing nail with min. 3116- Inch head spaced 41nch o.c. ALC15001 FL12194R3 Page 6 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 qualityassurancechanges'throughout the duration for which this report Is valid. This evaluaQon report dogs not eXpress nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed her6in. CREEK TECHNICAL SERVICES, LLC Approved Systems. for 244nch overhang with J.Channel Wall Connection Center Connection ALUMINUM COILS, INC Salts Appendix A Eave Connection MOP System Panel No. Width J-Channel Batten Panel Attachment Substrate Panel Attachment psi Fasola Cep AttachmentBattenAttachment Nominal 1x2 No.2 SYP scabbed between rafters with one (i) one (I) is ga.1/4-Inch Nominal 1 x2 No.2 SYP Three (3)18 min. 2.264nch x 7d crown x t-Inch leg ring shank nail sla les spaced straight -naffed through 12 o.c. securing One go. /. One (1) min.1.76-Inch anchored to ga.1/441pch crown 1-Inch leg the.rafter into the end each panel lapa of the betten or two (2) Wood nInchcrown x 1-Inchcrown x 0.072-Inch diameter finishing nall with min. ±60 24J-1 Max rafter with one 12-Itch (1) min. 2.25- x staples In diamond min. 2.25-Inch x 7d One{t) min. 176-inch leg staples spaced 64nch o.c. 3/16-Inoh head spaced Inch x.7d drtg pattern spaced 16- ring ehank•nalls toe- x p 072-inch diameter nailed on either side of finishing nall with min. 12-Inch o.c. shank nail Inch o.c. the batten at each 31164nch•head spaced24-Inch o c: batten/refler 44nch o.o. Intersection. Max. rafter spacing Is 244nch o.o. al 1x2 No.2 SYP bed between rs with one (1) one (1)1s ga.14-Inch Nominal 1x2 Three (3)18 2.25-Inch x 7d crown x 14nch leg g shank call staples spaced One (1) 18 min.1.T5-Ir%hN0.2 SYP anchored to ga.1/4rinch crownfter straight -nailed Ihtoagh 124nch o.c. securing into the end each panel lap Inch crown x leg staples Inch diameter Max rafter with one 24J-2 16-Inch. (1) min. 2.25- x 1-Inch leg staples In diamond. batten or two (2) Wood 2.2trloch x 7d one (t) mip.1.75dnchLshaRk 8-Inch o.cchJh) g nail with min. ±53.3 head spaced inch x 7d ring pattem spaced 18-sha'k'aile toe- x 0.c72-Inch diameter securing eac8-Inch lap o.c. k ailshankHallsh Inch o.c, bn either aide of finishing nail with rNn. betten el each 3/1&Inch head spaced n battenlrafter 44nch o.c. rsection. Max. tter spacing Is 244nch o.c. ALC15001 FL12194-R3 Page 7 of 7 This evaluation report Is provided foe State of Florida product approval under Rtile 61020-3. The manufacturer shall notify CREEK Technical Services, LLC. of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor Imply warranty, Installation. recommended use, or other product athibutes that are not specifically aftessed herein. ECRFEEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Referto.the APPROVED SYSTEMS section of this report for additional Installation details of a selected system and maximum design pressures limitations. No. I Installlation Datall Min. Ste`.head ala. nail with min. 1WN engagepkent(fbr wood eubrtrate) or inin.. 0..0970 die. T-nail or atab nail wfth min, '5791 engo90(aentMor concrabg or block oubetrate), opaced as noted above. ASCIA .SLIP BOARD FASCIA TRIM 12F-1 & \— SOFFIT (OVERHANG WIDTH VARIES) 12F-3\—"F" CHANNEL Flood. cons-P. or Black W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 161, 0. C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12" PIECE. ALC16001 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 assuranos changes throughout the duration for which this report Is valid. This- evaluation report does not express nor Imply warranty, Installation, recommended use, or other prbduct attributes that ate not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 112F-2 3/4- X 1 CROWN S USING A PATTERN F' CHANNEL CAN BE 1-3/.4- TRIM NAZI INSTAMED WITH THE PAINTED S.S. 48' O.O. NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 13 RAFTM SOFFIT STAPLE OPENI-7 ; DIAMOND PATTERN I i ` 1 DETAIL FACIA BOARD CAP 3/4' X 1 /4- CROWN STAPLE V ON CENTER 30FFff- max. IZ-inch span 1-3/4--TRIM NAILI FACIA BOARD PAINTED S.S. /r FASCIA W 3/4-•X 1/4- CROWN STAPLE SOFFIT-` SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report Is provided for State of Florida product approval under Rule 81G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assuranoe changes throughout the duration for whiah this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not speblfioally addfessed herein. CREEK TECHNICAL SERVICES, LLC 12J-1 Na. I Indallation Detail OPEN RAFTER X 1/4- CROWN STAPLE •24- CENTER USING A DIAMOND PATTERN 1 FACU1 BOARD 3/4- X 1/4- CROWN STAPLE -B' ON CENTER J—CHANNEL 1-3/4- TRIM NAIL) oorewed to ooffit PAINTED S.S. 46' wibh one(i) :110 X O.C. lfa" x 3/9• head diameter eorow, 1A• o.b. SOFFIT —Mau. la -inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B I /: 0 SOFFIT STAPLE DIAMOND PATTERN DETAIL. 1-3/4- TRIM NAILJFACLA BOARD PAINTED S.S. FASCIA GAP X 1 /4- WN STAPLE SOFFIT ALC16001 FL121g4R3 Page 3 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 orqualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other produat attributes that are not spebilically addtessed herein. CREEK ALUMINUM COILS, INC Soffits 0 TECHNICAL SERVICES, LLC Appendix B ALC16001 FL12194-R3 Page 4 of 12 This -evaluation report is provided for State of Florida product apprdval under Rule 61020-3. The manufacturer shell notify CREEK Technical Services, LLC of any product changes orqualityassurancedhangeslhroughoutthedUrattonforwhichthisreportIsvalid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not spebifically addfessed herein. 1,911211111111 SCREEKTECHNICALSERVICES, LLC 16F-3 No. I Installation getall Ain. 7J81 head 41a. nail with grin. 1S(0 engagetoent1for wood -substrate) of min. 0.0970 din. T-nail or gsvb.nail with min. 5/46% engagament(Lor concrete or block sub'ettotel, ephbed as mbted above.. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL Wood, Conc-- or Block. W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE Fa1L, ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 of'12 This evaluallort 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. Thlb evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not speciflcally addressed herein. CREEK TECHNICAL, SERVICES, LLC Svsteni No. I Installation Detail 16F-4 3/4" X CROWN USING. A PATTERN F- CHANNEL CAN Sit INSTALLED WITH THE NNUNO FLANGE UP OR DOWN WOOD SUBSTRATE' ALUMINUM COILS, INC Soffits Appendix B ' I SOFFIT STAPLE OPEN RAFTER , 1 DIAMOND. PATTERN 1• I..._ I vim= 7/ STArIEi FACIA BOARD gig 3/4- X i /4' CROWN STAPLE 'B' ON CENTER 1-3/4' TRIM HAII PAINTED S.S. 457 O.C. SOFFIT -'mom i6-inch span 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD - FASCIA CAP 3/4' X 1/4' CRD" STAPLE SOFFIT 8c FASCIA DETAI PL12194-113 Page 6 of 12 ALC1b001ThissvaluatIon report Is provided fbr State of Florida product epproval under Rule 61G20-3. The manufacturgr shall notify CREEK TeChnlcal Services, LLC of any product anges orqualityassuranoeobanges •throughout the, dlrratlon fpr which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not spebffioally addressed herein. ALUMINUM COILS, INC CREEK Soffits TECHNICAL SERVICES, LLC Appendix B Sygtlarrl No. I Installation Detail 1 I" TRIM NAIL FASCIA BOARD PAINTED S.S.---\ FASCIA UP SOFFPT 11'4" CROWN STAPLE 1 USING PATTERI 16F-2 & 501; 16F-6 I DIAMDI P SU BOARD UPS REFER 9T & FASCIA MAX. 16' SOFFIT &'FASCIA DETAIL SOFFIT 'STAPLE DIAMOND PATTERN ALCI5001 FL12194-R3 Page T 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 orqualityessurenoechangesthroughoutthedurationforwhlohthisreportIsvalidThis -evaluation report does not -express nor Imply warranty, Installation, recommended use, or other produot attributes that are riot spedfically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B Syttbm No. Installation Detail OPEN RAFTER SOFFIT STAPLE OIST -f DIAMOND PATTERN f r, = FACU1 BOARD crvorrl DETAIL 3/4- X 1/4- CROWN STAPLE -24' ON CENTER USING -A DIAMOND PATTERN FASCIA CAP 16J-1 3/4" X 1/4' CROWN F-3/4' TRIM NAIL FACIA BOARD STAPLE -8- ON CENTER- PAINTED S.S. CHANNEL 1-3/4' TRIM NN PAINTED S:S. 48" FASCIA CAP O.C. 3/4' X 1 %4' CROWN STAPLE SOFFrr—max. 16-inch •apan. SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC18001 FL12194-RS Page 8 of 12 This evaluation report Is provided for State of. Florida product approval under Rule- 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the. duration for which this report'ls valid. This evaluation report does not express nor Imply warranty, Installation, reoommended use, or other product tattributes that are not specifically atidfessed herein. CREEK TECHNICAL SERVICES, LLC System No. Ihst9llatl6fT Detail 1-xt CROWN SjjAPLES uSINO A OUNONO PA7TEIJNS REFER TO SOFFIT STAPLE OIAMOND PATTERN DETAIL 24F-1 & 24F-4 F-CHANNEL WOOD SUBSTRATE 1 J- TIM NAIL PAINTED SS. Nomlm7 Txr sYP Bottum Anchored to Reftac NIA mu 7d Ring Shenk Roo At every Reiter CROWN STAPLE 1 TRIM NAIL PAINTED SS. BOARD FASCIA CAP, REFER To SOFFIT & FASCIA DUAL SOFFITS MAX.2L' ALUMINUM COILS, INC Soffits Appendix B SOFFIT & FASCIA DETAIL 3re SOFFIT STAPLE DIAMOND PATTERN BOARD CAP CROWN STAPLE FL12194-R3 Page 9 of 12 ALC15001 This evaluation report Is provided for State of Florida product approval under Ryle 61 G20-1 The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. 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 Sydt9m No. Indtallfition Detail I e TRW HAIL FASCIA BOARD PAINTED S.S. 14• SMOOTH SHANK Asak CAP ROOF NAILS SOFFIT N• CROWN STAPLE I TR01 HAIL FASCIA BOAl10 PAINTED S.S. SOFFIT 8; FASCIA DETAIL 24F-2 & 24F-6 r4 CROWN STAPLE FASCIA GPt REFER TO SOFFIT t FASCIA DETAIL Ne0dnal i al SYP Baden Andtered to SOFFITt MAX. 24" F-CRAHAM palters with one ld I Shank Han at every Railer WOOD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report Is provided for State of F9orida product approval under Rule 61•Ci20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the d4 atibn for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product 8ttributes that are not speidfically addtossed heFein. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Insthllatloh Detail 1 r TRIM HAR FASCA BOARD PAINTED SS. I.40A (- T-NAILS FASCIA CAP SOFFIT rah- CROWN STAPLE I J* TRIM HAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 raI- CROWN STAPLE FASCIA CAN REFER TO SOFFIT L FASCIA DETAIL Nominal I-xr SYP Batten Anchored to SOFFIT, MAX. 24- F-CHANNEL Raftera w9h one 7d RIa9 Shank Has at every Ranter MASONRY ALC15001 FL12194.R3 Page 11 of 12 This evaluation report Is pFovlded for State of Florida product approval under Rule 61 G20-3. The manufacturer shell notify CREEK Technical Services, LLC of any product changes or quallty 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 attdbules that are not specifically addressed herein. TSCHFUCAL, SERVICES, LLC No. I Installallon Detall 24J-1 & 24J-2 I'al- CROWN - STAPLES USING A OMMOIID PATTER14 REFER TO SOFFIT STAAPpLE DIAMOND PAVERH DETAIL 117 TRIM NAIL - PAIITED SS. L•— NolMhral 1- s T GYP battens seabbed between rafters and J-CHANIIEL secured rd1h one (1) Id do shank hag o0olghi- alled through Ilia raMrinto the end WOOD SU85TRATE or Ore ¢anon or two (2) Id dng shank nags to"alled on anher side of the bottom of the batlerOrafter b11Nsc0on ALUMINUM COILS, INC Soffits Appendix B I I' TRHI NAIL FASCIA BOARD FAMED S S FASCIA CAP SOFFIT CAHTILEVERED' I-W CROWN STAPLE RAFTER FASCIA BOARD SOFFIT & FASCIA DETAIL, CROWN STAPLE V FASCIA CAPr REFER TO SOFFIT L FASCIA DETAIL SOFFITI MAX. 24- SOFFIT STAPLE DIAMOND PATTERN Page 12 of 12 ALC16001 FL12194-R3 • 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 orqualityassurancechangesthroughoutthedratlonforwhichthisreportIsvalid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are nbt specifically addressed herein. CREEK TECHmicAL• 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, II, UI, 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-fig or less. 5. Topographic factors such as escarpmentd or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7: V„ rr 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. Dlmenslon "a" •shall be 10% of the least horizontal dimension or (0.4 x Mearl Roof Height), whichever Is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R8 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-9. The mandfecturar shell notify CREEK Technical Services., LLC of any product changes or quallty a$surence •changeslhroughout the dtvation 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 addrested herein. CREEK TECHNICAL SERVICES, L.LC ALUMINUM COILS, INC Soffits Appendix C U.esln WI'rid`Pr..essures: offits In Ex o •- BUilding: 1Type >' Zone.. 11Aeata:`;'' Hsi ht ftP: c::.. :•; r:=:,' ; : ` ^'Basic WInd S a3ed' m h -;. .. . 20 . 1:30'.. 140' ;; 1:50: ' 16U 170' 180 190• 200 Enclosed 4 20 16.9 9. 2 .9 26.3 30.0 33.8 37.9 42.2 46.8 25 10.9 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 40 8.3 1.5 2 .9 28.6. 32. 36.7 2 45.9 8 50 19.6 22.9 26.5 30.5 34.7 39.1 43.9 48. 54.1 60 2Q.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative ' Loads) 5 20 20. 24.4 28. 32.5 37. • 41 7 46.8 52.1 57.8 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 4 22.6 26.5 30. 35.3 1 40. 45.3 50.8 6.6 62.7 50 24.1 28.2 32.8 7.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed. 4 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 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.0 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.g 12.7 44.7 16.9 19.2 21.7 1 24.3 27.1 30.0 25 1018 12.7 14.7 16.9 19 2 21.7 24.3 27.1 30.0 30 10:8 12.7 14.7 16.9 19.2 Z1.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18•.3 20.8 23.5 26A 29.4 32.5 50 12.5 14,7 17 0 19.5 22.2 25.1 28A 31.3 34.7 60 1 13.1 1 15.4 1 17.8 20.5 23.3 1 '26.3 29.5 1 32.9 36.4 ALC15091 FL12194-R3 Page 2 of 4 This evaluation report Is provided for State of Florida product approval under Ruler 61620-3. The manufacturer shall -notify CREEK Technical Services, LLC of any product changes or quality assurance dhanges throughout the, duration for whloh this report Is valid. This evaluation report does not express nor imply warranty, Installation, Feoommended use, or other product httrlbutes that are nbt spedifically addtessed herein. ALUMINUM COILS, INC CREEK Soffits TECHNICAL, SERvicl~s, LLC Appendix C AL•C15001 FL12194-R3 Page 3 of 4 This evaluation report Is provided $or State of Florida product approval under Rule- 61 G20-3. The manufacturer shall notify. CREEK Technical Services, LLC of any product changes orqualityassuranceohangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor Imply warranty, Instaltation, recommended use, or other product attributes that are not spetiffcally eddre§sed her6in. CREEK TECHNICAL•SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C r';:oesi h WIndtPretsaMs'ibr.Soffits.In!Ei(osure-0.. Bufldir]g`; Type Zone Mear1: •.'' toof' e Eit ft a;:,> : ;Basfo-Wind;S eed rnh - . 20° '•, 130' 140 . 150 160'• 17.0 180' 190: 200: Enclosed 4 20 20,0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27 0 31. 36. 421 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 40 29.4 34.5 40.0 45.9 62. 58 9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.6 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40,4 46.9 53.8 61.3 1 69.2 77.5 86.4 95.7 40 36.2 42-5 49.3 56.6 64.4 72.7 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 9 45.7 53.0 60.8• 69,2 78•.1 87.6 97.6 108.1 Enclosed 4 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 17.9 21.0 24.3 27.9 31.8 5.9 40.2 44,8 49.7 40 18.8 22A 25.6 29A 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1• Posltiv13 Loads), 5 20 16.7 19.5 1 22.7 26.0 29.6 33.4 37.5 41.7 1 46,3 5 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 94.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45 4 50.6 56:1 AL015001 t=L12194-R3 Page 4 of 4 Thlb evaluation report Is provided for State of Florld'a product approval under Ryle 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duratlbn 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 spe6lflcally addreseed herein. SCREEKTECHMCALSERVICES, LLC 318" F-Channel 318" 3/8"'J-Channel I-- 3/4" -- 1/8" HEM 1 5/8" 7 3/4" 376' I ILE METRIC VIEW O RIF ISOtIETRIC VIE 3/P rito ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report Is provided for State df Florida product approval under Rule 81 G20-3. The manufacturer shall notify CREEK Tedhnical Services, .LLC of any product changes orqualityassurancedhangeslhroughoutth® 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. SCREEKTECHNICALSERVICES, LLC Fascia i 3/4 1 1/8" HEM T 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 81G20-3. The menUfaCturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedtuaUonforwhiohthisreportIsvalid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other prodbct Attributes that are not spedincally addfessed herein. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit Te' BLANK 3 ,/ 6 FjRQFlLE 2.625 REF. W TIP. 25 TYR 0.125 TYP. ndo.aao coca aao.oaa ooaaa aaoaao aooao a s womio area) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 3 of 4 This evaluation repod Is provided for State of Florida product approval under R410 61 G20.3. The manufacturer shall notify CREEK Tedholcal Services, LLC of any product changes or quality assurance ciranges throughout the duratlon for which this report Is valid. Thlb evaluation report does not express nor.Imply warranty, Installation, recommended use, or•other product attributes that are not spedfloaliy addressed herein. CREEK TECHNICAL. SERVICES, LLC 1211 T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 3/8" 13.15" BLANK 3/8" PROFILE 50 TP.. 25 TP. 0.126 TY. 1 doaanu a00000 aaoa aaooaa ooaoa Fuss) ENO OF REPORT 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 agsmrance obanges throughout the. d'uratlon for which this report Is valid. T* evaluation report does not express nor Imply warranty, Installation, recommended use, or other prbduot attributes that are not specifically addrbasbd herein. 3/2/2018 Florida Building Code OnlineIFLORIDADaPARTWIIINTOF r Business Professional Regulation r SCIS Home I Log In I User Registration I Hot TOPICS I Submit Surcharge I Stats & Fads I Publications I FBC Staff SOS Site Map I Links I Search Florida YProduct Approval I USER: Public User 1 . .a(QlSI . Hw Produd Approval Menu > product or AoolloUon Search > Application Ust Search Criteria Refine Search 5444 Code Version 2017 FL# ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method Quality Assurance Entity Contract Expired ALL Quality Assurance Entity ALL 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 Other ALL Search Results - A lications Ildated By, Status F Ivrr Manufacturer CertainTeed Corporation -Roofing John W. Knezevich, PE Approved RevisionEL5444-R12 Category: Roofing 954) 772-6224 History Subcategory: Asphalt Shingles CertainTeed Corporation -Roofing John W. Knezevich, PE 954) 772-6224 Pending FBC Approval FL5444-R13 Revision Category: Roofing Subcategory: Asphalt Shingles naou Z.n he reviewed and ratified by the POC and/or the Commission If necessary. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 fi2112 850-487-1824 The State of Florida Is an WEED employer. Conyd ht 2007-2o13 State of Florida.:: Edyacv 5tatement :: AccesslbllitvStatement :: 13SWI Statement released In ponse to a rds st, do not send electronic Under Florida this , email lainstead, contact the office by phone crecords. it uor by ditlonaldo notwantumallrIfyou hall ave anyquestionspleaseasecontact850e.487.1395 C*Pursuantto Section 45S.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 address please provide the Department used for offi with anlemaladdrestsowhich can ben with theemadeavailablelabletothepublieveremailc. addresses detare ermine ublic Ifcayou area licensee under Chard. It you donotwishtopter455, F Sal please dick here . Product Approval Accepts: FIN ®® Credit Card Safe 1/1 3/2/2018 Florida Building Code Online . - 1 Regulation ramp BQS Home I Log In I User Registration Hot Topla I Submit Surcharge I Stats & Facts I Publications I FBC staff I BUS Site Map I Unks I Search I F Iida r Product Approval 0 USER: Public User Product Aooroval Menu > Product or Anollotlon Search > Sgollcatlon Ust > Application Detail FL * FL5444-R12 Application Type Revision Code Version 2017 Application Status Approved Comments _ Archived v Product Manufacturer CertalnTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610)893-5400 marled. ha rner@saint-goba in.com Authorized Signature Mark Hamer mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D. Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE 9) Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL5444 R12 COI 2017 Q-1-0-1—Nleminen.Ddf standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Sections from the Code A,,.--.,..,,,.rr=NiYrlhAnntahlnO7CSsovcOrl28CCPCm5j9JS3Osk4S7sljNdlwNg%3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 09/07/2017 09/12/2017 09/15/2017 12/12/2017 01/24/2018 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use Installation Instructions E 44qM_U_ZW_Q,2EINAL_ERCERTAINTEED ASPHALT SHINGLES FL5444J-U2.Ddf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports LF5444R12AE2017Q9FINALERCERTAINTEEDASPHALT FL5444-R12.DdfSHINGLES Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: SS0487-1824 The State of Florida Is an WEED employer. Copvrlaht 2007-2013 State of Florida.:: Privacy Statement :, Accesslbiltty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalts provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick &jl_. Product Approval Accepts: x® Credit Card Safe https://fioddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtahlgO7CSsoycOrl28CcpCm5j9JS30sk4S7sljNdlwNga/o3d%3d 212 QTOP, 1,INITY ERD 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 3532.09.05-1111 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 ofconstructionmaterialsintheStateofFlorida. The documentation submitted has been reviewed by Robert Nieminen, P.E. foruseoftheproductundertheFloridaBuildingCodeandFloridaBuildingCode, Residential Volume. The products describedwiththe5thEdition (2014) Florida Building Code sections noted herein. herein have been evaluated for compliance 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 the referenced CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, his Quality Assurance documentation changes, or provisions of the Code that relate to the productif the p oduct changes orttheEvaluationReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, referenced Quality Assurance documentation changes. Trinity IERD 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 inadvertisingliterature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. Report shall be provided to the user by the manufacturer or itsINSPECTION: Upon request, a copy of this entire Evaluationdistributorsandshallbeavailableforinspectionatthejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through 11 Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DG4ANE1983 The r0rsbn0e ail app_&4 wii1u*Ob" W Robert Nlembw% Pt on lZim I, Thb dons rot serve as N electmdoW slam doament Signed, sealed hardcopla have been trotted to tha pmductApproval AdmblInr1wr and to the rained herd CUMFICATION OF INDEPENDENCE: or will it acquire, a financial interest in any company manufacturing orLTrinityIERDdoesnothave, nor does it intend to acquire distributing products it evaluates. lled by any company manufacturing or distributing products it evaluates. 2. Trin'ityl ERD is not owned, operated or corrtro 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any tympany 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 r Robert Nieminen, P.E. are, in any way, the Designer of Record for any 5. This is a building code evaluation. Neither Trinityl ERD noprojectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTP.-INITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles fing Shingles, as produced by CertainTeed Corporation, haveComplianceStatement: CertainTeed Asphalt Roo of the V' Edition ( demonstrated compliance with the followingsectionsectiosthrough testing naccordance Building e ihthe f Edition I following Standards. 2014) Florida Building Code, Residential Compliance issubjecttotheInstallationRequirementsandLimitations /Conditions of Use set forth herein. 2. STANDARDS: Standard Year Section 1507. 2. 5, R905.2.4 Pro a Y p Ph sicalPropertiesASTIVID3462 ASTM D3161, Class F 2009 2009 1507. 2. 7.1, R905.2.6.1 Wind Resistance ASTWI D7158, pass H507.2.7.1, 2008 R905. 2. 6.1 Wind Resistance 3. REFERENCES: Reference Date Enti Examination 99NK2650 05/ 15/ 1998 UL' (TST 1740) ASfM D3161 11/23/1999 UL (TST 1740) ASfM D3161 03Gg12702 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 0- ST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/ 15/ 2005 UL (TST 1740) ASTM D3161 OSNK16778 D5/ 12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTNI D3161 OSNK22800 06/ 22/2005 UL (TST 1740) ASTM D3161 R6809/21/2005 UL (TST 1740) ASTM D3462 OSN 8 06/28/ 2006 UL (TST 1740) UL (TST 1740) A5TM D7158 ASTM D3161 & D3462 73 09CA29G428873 D7/23/2009 10/07/2010 UL (TST 1740) ASTM D3462 10CA41303 10CA41303 10/08/ 2010 UL(TST 1740) ASTM D3161 lOCA41303 10/27/ 2010 UL (TST 1740) ASTM D7158 ASTM D3161 & D3462 ipC444960 il/11/2010 11/21/2013 UL (TST 1740) UL LLC (TST 9628) ASTM D3161, D3462 & D7158 TTFFWZ.R8684 Dq/ 71/2014 UL LLC (TST 9628) ASTM D3161, D3462 TGAH.R684 04/ 22/2014 UL LLC (TST 9628) ASTM D7158 4786334434 09/16/2014 UL LLC (TSf 9628) ASTM D3161 & D3462 4786570826 02/12/ 2015 UL LLC (TST 9628) ASTM D3161 & D3462 ASTM D3161, D3462 & D7158 4786570717 12/16/2015 02/09/2016 UL LLC (TST9628) UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 4787380356 10/26/ 2016 ULC (9628) ASTNI D3161, D3462 & D7158 4787380357 10/13/ 2016 UL LLC (TST 9628) ASTM D3462 4787380357 11/08/ 2016 UL LLC (TST 9628) ASTM D7158 47g73g0357 11/09%2016 UL LLC (TST 9628) ASTM D3161 Service Confirmation Exp. 07/03/2017 UL LLC (QUA 9625) Quality Control Evaluation Report 3532. 09.05-1111 Exterior Research and Design, LLC FL5444-RIO Cerp ctft of Authorhadon &95a3 FBC NON-HVHZ EVALUATION Revision 31:12/o8/2016 Page 2 of 1Z QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20,", XT- 25, Xr- 30 and XT" 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia,", Belmont,", Carriage House Shangle*, Grand Manor Shangle°, Landmark', Landmark'- IR, Landmark," Pro, Landmark," Premium, Landmark"' TL, Landmark," Solaris and Landmark," Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate," is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake,", Presidential Shake," IR, Presidential Shake TL," and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras,", Highland Slate'" and Highland Slate," IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot7" 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 Ridge', Shadow Ridg6l, Cedar Crest"', Cedar Crest," 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. 5. LIMITATIONS: 5.1 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. 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 Vw =150 mph (V„K =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 V.,d =150 mph (Vwt =194 mph). 5.4.3 Classification by A5TM 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 Presidential Solaris") exceeds the calculated uplift force (FT) at a maximum design wind speed of Vw = 150 mph (V„ u = 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 forinstallationintheseconditionsusingtheinstallationproceduresdetailedinthisEvaluationReportand 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, U.C. Evaluation Report 353L09.05-R11 FBC NON-HVHZ EVALUATION RevisionCcgrrdteofAuthoncatlonA9503Revision 11:12/08/202/08/2016 Page 3 of 12 QOTRINITYIERD 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. tion 6.1.1 Underlayment shall b acceptable Approved rtleered Corpora le 3, per d FBC IISectionshold ]507ent F23,d1507.2.41or Product Approval, or Y R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current publishedinstructions, 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' s63 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, bond to thelimitationssetforthinFBCSection1510andCertainTeedpublishedInstallationinstructions. 6.4 CT20-, XTTM 25, Xi— 30, XT' 30 IR: STEEP SLOPE LOW AND STANDARD SLOPE I:NGLISN 1T 12" 12" Use fog nabs and six spots of asphalt rooting rnmpnt* for every hill W5r—( 305 P5 mm)(F d gLalt raPr gPlmpnt IDeeuOg bSTM D4586 1"(25 mm) Type II is soggested. 5511(145mm) — — — -- 5vi'p nwod METRIC M131/ 1-111311e' Roofing cemeAppb1"( 25mn) spots of aspban wofing cemet 25 mm) under mcb tab comer. dtc+ anntonsleepslolrsFWV1l-tpsejonrnaaswdstsspotaQfasp6l-C&MoNs umsdie we of roofing cement cc mise slilngies T to bu tez Figurell$ Usejowno!lsjbremme Yfdlsbingls 6. 4.1 Hip & Ridge for C71720TM X" 25 XT'" 30 XT"' 30 IR: Cut Shingles 25 mm)r t t Cip CP Shlle Sbl ngle sbiewe FreoirvIll¢ ad tabs, b&b i9a Jtomakeroe$2W 6dim y1p,11-25: juWatimr Qf rnpsafmq t1+e bP wd rid8m 6. 4.1.1 ForASTM D3161, Class F performance use BASF ,Sonolastic* NPl'"" adhesive or Henkel ,PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Evaluation Report 3532.09.05-1111 Exterior Research and Design, U.C. FL5444"R10 cffW1 to ojAuthoriraeon 0503 FBCNON- FNH2 EVALUATION Revision 11: IV08/7016 Page 4 of 12 QOTRINITYIERD 6.5 P Rc 4 tA 57EEP SLOPE LOW AND STANDARD SLOPE Ose Mx nib and FOUR sPOg of asphalt roofing cement for every full Use SLY palls for every full shingle located as shown belm . shaugle as shorn below: APPLY asPltab roorog cement 1'(25 mm) from edge of sbingle. Asphalt roofing cement meeting aM D 40 Tfpe if Is suggested. NOUN Fig" 2 Use six nails for ewafill sblrrgla F,gure3: Use six nails aidfmu'spots of aspbaU roofing torment on steep a4*- 6.5.1 Hip & Ridee for Arcadia'"': Cedar Crest"'; Cedar Crest7" IR Use two ( si minimum libout 2incfastenersstfrom the starter shingle's exposedsed burterlttedge, ensuace ring minimum ener 1 from each side edge and about P 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 "PL® dance Polyurethane Roof s. Flashing NP 1 or PL adhesive efromthemiddle of the shingles raised overlay on the h CertainTeed requirements, to hand -seal Cedar Crest shingles. A from top piece and extending approximately flinch along the sides of the headlap along a line ItOpressing tab each side of the shingle's headlap. Immediately align and apply the overlying14nchl diameter pot of NP 1 or sides into the adhesive, and install nails. To secure the other side, apply PL adhesive between the shingle layers. Hattd-seatUtg adhesive 1W 4" 314° -- I---- 1' Dab of asphalt cement between shingle layers Evaluation Report 3532.09-05-R11 Exterior Research and Design, LLC FL5444-R10 FBC NON - Revision 11:12108/2016 lr ee o quy,ortroUon d9503 page 5 of 12 6.6 I BELMONT"': Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. WI i16 Wo o Addded =%] raWiM& BfiW QOTRINITYIERD Steep Slope (greater than 21:12): Use SEVEN nails and FJGHT 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 meefing ASTM D4586 Type II is suggested. M M4 T{' _'Sw ky-.i4 \v i 1'156 -RODOM fined 6.6.1 Hip & Ridge for Belmont": 6.6.1.1 0 t ion 1: Refer to instructions herein for Cedar Crest", Cedar Crest- IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle® Ridge Figure 17-18: Sbm;W Ridge Remove tape18' Exposure from the right side 8' and fasten SECOND Fasten the left side 85 e RIGHT FIRST LEFT figure 17-19: Instabfion ofSbmtgM0 ROV sbl g on bips and ridgac 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP1"' adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Evaluation Report 3532.09.05-1M Exterior Research and Design, LLG MS444-R10 0vtF=te ojAuthorbudOn #9503 FBC NON-FIVHZ EVALUATION Revision 11:17./08/2016 Page 6 of 12 6.7 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLE®: LOW AND STANDARD SLOPE Use The mils for every full Shaagle. 1' (25 MM) 5 16 men) 11gum 174 U fmr naAsforetayf if GrandManorSbangle, CarrlageAouseSbangfg orCmienniafSlare QOTFUNITYIERD STEEP SLOPE Use seven nails and three spots of asphalt roofing cement for every toil Grand Moor Spangle. Use five nails and three spots of aspbah roofing eemem for every full Cacriage House Shangle and Ceutenmal gate. Apply asphalt rooting cement V (25 mm) from edge of shingle Figure 173)• Asphalt roofing cement meeting AM D4586 Tne H is sugg ed. r 1141W101 " K m 16 Figloe 175: tVbm fnsraIIug Grand AfanaSbaaglm on dap slope; useseren nalfrond fb,eespols of4V&fl roof+ng onnenG 6.7.1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shan le* Refer to instructions herein for Shanglem Ridge hip and ridge shingles K'" PRO, LANDMARK'" PREMIUM, LANDMARKK'" TL, LANDMAR 6. 8 LANDMARK"', LANDMARK" IR, LANDMAR SOLARisi LANDMARK'" SOLAMS IR, NORTHGATE: LANDMARR TL LOW AND STANDARD SLOPE METRIC DIMENSIONS it 143/4' 12' Po men 375 men 305 ram)-- 25 mm) Release Tape 1' (25 mini Ntli 11h' Area NorthGate: VME 00M F - (us nU4 '— (U75 men) Psalm) E MIELM WE 0Figure 13-E ft feu111,Y' o -VfuAs"*— Ir 305 .• M) rw He" wwftrl0VWXor4ni*pp Iw2•12InZ'12) Nal WMxen ON&bwwFm as 0anebwL Evaluation Report 3537-09.05-Rll Exterior Research and Design, 11C FL5444-R10 t ertW=w ofAuehajtraffon #9503 Ft3C NON-HVIiZ EVALUATION Revision 11:12/08/2016 Page 7 of 12 STEEP SLOPE Use sir: nails and four spots of wpinh roofing cement for every full laminated shingle. See below. Asphalt rooDng cement should meet ASTDi D4586 Type 1L ,lpply 1' spots of asphalt rooDng cement unde each corner and at about 12' to 13' in from each edge. METRIC DIMENSIONS 305 mm) 25 min) — 14314" 12n_. 375 mm) (3D5 mm) sT,n. 1n LANDMARK TL 1" 25 n QOTFuNITYIERD n) Figum13-3: Usesixir 14xdfourspotsof 1" a,PA*,V0Agemuent on steep slopesqj(25 mnn ng cemeni NorthGate: 1"4° 12° STEEP 12'-.--(305 min}•- SLOPE P1.,4-1V-(25 05 mm)— ( 375lai r mm) b6 e we 1'(25 mm}— it Ines. Na)rmg areas for steep slopes {greater than 21:12) and °StormHa1114' Nag between lower 2 ball Ines as shown above. 6.8.1 Hip & Age for landmark- Landmark' IR LandmarkTM Pro landmark'" Premium landmark, TL, LandmarkTM Solaris LandmarkTM Solans IR NorthGate. 6.8.1.1 O tpLon1: Shadow RidgeTM or NothGate Accessory 9T 305mm) L407i5li——41511G 8' g (125mm) I 025mm) ICentering 12 % W) ftWbesforMgnrrerdto T the Top Edge at the Pravlous Captors(125mm)EPOsme English DlmBn810n Shadow Ridge^' Exterior Research and Design, U.C. FBC NON-WHZ EVALUATION ceriljirnee ofAuthOrbution #9503 ' 131/4' t37mM) Itolchestorpggnmerdlo 75X the Top Edge at the previous (iglimn cobr557r(141r in) biPoaue Metric D(meltSbO Shadow Ridge'" Evaluation Report 3532.09.05-R31 FL9444-RID Revision 11:12/08/7016 Page 8 of 12 9274? 251) MM) Cediei p Nohh 13114' NWntlrse / tW;10 7W tj NorthGate Ridge 5.2 QOTFuNITYIERD 131/8, mm 163 mm)t68 mm Centenng 4' Notch 131/ 337.) AUgn these 7 notches to top (IS edge of NorthGate Accessory mm) Figwe I}20. am layingnok6es 10 oosbbwa on Ups and ridges, ad to /Darla the cored =Poswe 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1"' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 O t ion Z: Refer to instructions herein for Cedar CrestTM, Cedar Crest' IR hip and ridge shingles. Evaluation Report 3532.09.05-R71 Exterior Research and Design, Ur- F1.54444R10 4ryrymte ofAuthortrotton #9503 FBC NON -FIVER EVALUATION Revision 31:12/09/Z016 Page 9 of 12 6.9 QOTP.-INITYIERD PRESIDENTIALE"' SHAKE"', PRESIDENTIAL SHAKET" IR, PRESIDENTIAL SHAKE TL'"4, PRESIDENTIAL SOLARIST": LOW AND STANDARD SLOPEForlowandstandardslopes, use five halls for each fnllpresidential shingte as sbown below. Nailing I•--- 40' Guide Wes (1015mm) 1331 mn) . 141W tiff 38 min) (362 MM) j NOTE Apply nails 00 painted guideline. STEEP SLOPE p, sleep slopes, use nine nails for ewh W presidential sl k and apply 1' dimes, spots of aspinit roolin cementnader each shingle Eflrt a0.*g 5 nails In betwm the nailing guide 1 cow ? ab,mbb cutoels maldng catatn tabs of wer111ng gle r { T diameter asphalt rooting cement Fgwe 16.6 Fadeni19AMStdsn#af and AesldW fah n *hs sbbrgles on [alp and Awdard'*Pat Rgars 16:7 FatleNnB f}Rsldenlfal and Pre3fden#ai P/L Sbaf60 sbingles on SW slopes 6.9.1 Hi &Rid a for Presidential ShakeTM Presidential Shake- IR Presidential Shake TLTM Presidential Olarl5-: 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' fromthebottomedgeofthe "tooth." Fasten each accessory with two fas. teners. The fasteners must be 13/4' long or longer, so they penetrateeither3/4' into the deck or completely through! the deck Presidential accessary comes in two diftent si= Accessory produced in Birmingham,•AL is 12' x 12,; Portland, ORproduces 97/8'' x 131/4' accessory. Sonolasfics NP170 adhesive 6.9.1.2 For ASTM D3161, Class F perSefor ,tin accordanc ce use BASF " Polyurethane Roof & Flashing ewth CertainTeedrequirementsor Henkel "PL® 6. 9.1.3 OPthon 2. Refer to instructions herein for Cedar CrestTM, Cedar CrestW" IR hip and ridge shingles. 6. 10 I I IA1TEfiAS"s: LOI4 STANDARD AND STEM SLOPE p4me45•. i Fmfeatgjrau&wSblrgfrsoa tom aid nwdmdsropes Forioa and standard atoprs, nse gse mar for each fnU nil W 6b ..k 0 don abmo fTarmlj r ftd jaaaays7JgbaSseepsopa For soKp slops, osc D. mdswd 41 spins of =A& mofmg tanau for Barb tog amens ftje n ahoeu oborn Apph I' 15mm) dhmea spool at man, asrcnt MW D 5586 Ttpe 0 00,,J) W, eut nb mina pmssdb&imo 0=4 do ool opmecereem CALMOri: Too taorh sooGr, crmem tin acne sfdnSles a bnsoa Evaluation Report 3532-09.05-FLU ' Exterior Research and Design, LLC FI5444- R70 c, , rote ojputhoraadon #9503 • FBC NON-HVI Q EVALUATION Revision 11: 1-7/08/2016 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option 11: Accessory for Hatteras t t 1 727 3 Figunq 15=14:18 tbreeptece units separate to make 54•BatterasAX8swry sbin& 6.10.1.2 Option —2: Cut Hatteras Shingles 23 mm) I I I I ap CapLSCingleShingleShingle QOTFuNITYIERD 460119-( 203 Ee 460 min) Agurs I5-2a. CutflaAwx $bin& to make coaerC* Figure 15.2L• buta!lati+ n of c*s along b/ps and ridges 6.10.1.3 For ASTM D316 " in n eeuse BASF SF" nTeedstic* Nementadhesive or Henkel "PL° Polyurethane SealantRoof & Flashing , 6.11 HIGHLAND SLATE, HIGHIAND SLATET" III: RW SLOPE LOW ANb STANDARD SLOPE Use FM 0aOs andffiG]Kr SPts 0f asphalt Mbg ce=r fo'r earl hu >i hod grge cM- For MIMI-Dade, Sa MAU ore Apply I- diameter spots of 2Vb9Ur00becemmt=der each tab mmm A#&roobscmmtmwbg AMD4WTIPe Ills s0S3esfed. W.WW.= rPMO a. = Imme avodr flg.,IJ3: usFmnagrloresmyi sum d 94,AW914 Flgronll3s &#HEn4&i0dedgbdsyoh4 05* WeWWd wufffem:btabwn= C&Unolt Eire use of Xoobg cement m curse shtoglrs to bbsbm 6.11.1 HHii & Ridge for Highland Slate"' Highland Slate- IR: Refer to instructions herein for Cedar Crest"', Cedar Crest' IR or Shangle RidgeTM hip and ridge shingles. evaluation Report 353209.05-FLU Exterior Research and Design, LLG FL5444-R10 cnce ofAurhwftudOn A9503 FBC NON-FNN2 EVALUAT1oN Revision 11:12/06/2016 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every f m sbingee located as shown below. s`adw Xmw 1 P is & - i— lsit®) QOTRINITYIERD STEEP SLOPE Use FOUR aa, and four spots of aspWj root meeting l for every D4586shingle :a shown below. Asph& roofing g Type Il is suggested. Apply 1'(25 rum) spots of asphalt roofing cement as shown. CAUTION: &cessm use of roofing conenl can nose shingles to blister i --i'faemj ------ •mY' bl/t' 1 IL'b l • O O C ftanaD natal d 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest" IR, Shadow RidgeTM, NorthGate or Shangle RidgeTM hip and ridge shingles. 7. LABELING: ith the manufacturer's name, logo, city, state and logo of the 7.1 Each unit shall bear a permanent label w 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) 24"409; karen.buchmann@us.ul.COM END OF EVALUATION REPORT - Evaluation Report 3532.09.05-Ril Exterior Research and Design, LLG F15444-R10 of AutbnrtWd0n #95R3 FBC NON-HVF{Z EVALUATION • Revision 11:12/08/Z016 Page 12 of 12 3/2/2018 Florida Building Code Online - r, Business Professional Regulation r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BOS Site Map I Unks I search I illodIdaProduct Approvalr . USER: Public User product Aooroval Menu > product or AOollcadon Search > Application List Search Criteria Code Version 2017 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL search Results - nDDiecarions E6A Iypy Manufacturer Validated By, Status FL15216-113 Revision InterWrap, Inc. John W. Knezevich, PE Approved Category: Roofing 954) 772-6224 History Subcategory: Underlayments If narweearv_ nyy,ww yr-n.,.YY.....--,--...-.._..-_._..______ Contact Us :: 7601 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 :: accesslbl& 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 electronicmalltothisentity. 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 they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, 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 hat_. Product Approval Accepts: Credit Card Safe https://floddabuilding.org/pr/pr app_Ist.aspx 1/1 Florida Building Code Online 3/2/2018 Business Professional Regulation ram BUS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats Q Fads I publications I FBc Stall I BUS Site Map I Links I search lid , Product Approvalr USER: Public User Product A°oroval Menu > Product or A^^Iicatlon Search > Aonlicatlon List > Application Detail FL # FL15216-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archlved Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551)574-2939 mtu pas@interwrap.com Authorized Signature Eduardo Lozano elozano@I nterwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778)945-2891 elozano@interwra p.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 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Entity Quality Assurance Contract Expiration Date 09/30/2019 W. Knezevlch, PE Validated By Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Ll 21 R3=_2017 01 l Nieminen.Ddf Year Standard 2015 ASTM D1970 (tear) 2009 ASTM D226 (physicals) Sections from the Code r: rvn,.nnrn,'3v/VK.IZi G1RAdhV12u8kQGnf9ayHyTiLG8tW0uK8nwXA°/aid%3d 112 3/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 15216.1 RhlnoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVHZ: No Installation Instructions FLIS216 82_U 7 20FINAL EgINTERWRAP RHINOROOF FL15216_ R3.129fApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FLIS216 R3 AE_2017 10 FINAL EgINTERWRAP RHINOROOF FL15216- R3 Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-18 The State of Florida Is an WEED employer. Cooyrlaht 2007.2013 State of Florida.:: Privacy Statement :: AccesslblllN Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to 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 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 to supply a personaladdress, 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: Credit Card Safe https:/Moddabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgv3yWKJZ1QRAdhyl2u8kQGnf9ayHyTiLG8tW0uK8nwXA%3d%3d 2/2 UNpg eet -/ Mom" I QOTPJNITYIERD EVALUATION 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-RZ Date of issuance:02117/2012 Revision 2: 04/27/2015 SCOPE:and This Evaluation Report is issued under Rule 61G -3 and the applicable submitted has beengevfewed by Robert N eminen, rules construction materials in the State of Flovolume. The P.E. for use of the product under the Florida Building Code andwithFloridathe 5u' I Eldition (2014) Residential Florida Building Code products described herein have been evaluated for compliance sections noted herein. DEscwP-hON: RhinoRoof Underlayments LABEUNG: . Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. I such time as named the referenced CONTINUED COMPLIANCE: This Evaluation hinges, or is valid provisions of Code that) elate to the product change. Acceptance of Quality assurance documen this Evaluation Report by the named client documentationconstitutes changeseement . Trinity) ERD equines ionotifyRobertncompletereviewofthis changes or the referenced Quality Assurance Evaluation Report relative to updated Code requirements with each Code Cycle. ERD Evaluated" may be displayed inbyewords "Trinity I A Demising lit : The Evaluationanyo Report f the Evaluation Red ort is displayed, hen it shall be done in its entirety. advertising literature. If any p p INSPECTION• Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer oritsdistributorsandshallbeavailableforinspectionatthejobsiteattherequestoftheBuildingOfficial. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DG4 ANE1983 The feaba0e wl eppeerhU _ euo_rtud by Robert NkmWM, PE on W V12015. Tbb d— not gem u an elemronbOY sWmdtimmeM. y,,r , naW hardmpks love been tfmmolCsd to Uri P,oductAppmml Admit end to the r med c0e,rt CERTIFICATION OF INDEPENDFNa: manufacturing or L TriniityIERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company distributing products it evaluates. 2. Trinity( ERD is not owned, operated or controlled by arty company manufacturing or distributing manufacturing or distributing products for 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in arty company which the evaluation reports are being issued. 4. Robert Nleminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of e product ERD nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any 5, This is a building code evaluation. Neither Trinity( guidance unless retainedprojectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design specifically for that purpose. QOTRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced ti gin actor Inc., has demonstrated compliance with e intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the followingStandards. Compliance is subject to the Installation Requirements and Umitations / Conditions of Use set forth herein. 2. STANDARDS: Standard Year Section Properties Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.23,150753, T1507.8, 1507.83,1507.9.3,1507.95 on Heating Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.23,1507.53,1507.8.3, Heating, Liquid Water Transmission, 1507.9:3 Breaking Strength, Dimensional Stability 3. REFERENCES: Reference Date EntitV Examination 1ODS39395COQ-002 10/27/2011 ITS (TSf1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properdes 1 9 6 03/14/2014 ITS (TST1509) Physical Properties ReportInspectlonReportInspection 11/17/2014 ITS (QUA3673) . Quality Control 4, PRODUCT DESCRIPTION: n coated 4.1 226, TypeU oris a multilayered polymer TypeType II felt or D4869 Type I felt.ove RhinoRoosynthetic Underlayment islavaailable ayment intended n 42inchwide) rolls, and can be produced in various other sizes. S. UMITATIONS: 5.1 This Is a building code evaluation. Neither TrinityIERD nor Robert Nieminen, P.E. are, in any way, the Designer o Record foranyprojectonwhichthisEvaluationReport, 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 roved Roofing Materials Directory or test 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved report from accredited testing agency for fire ratings of this product 5.q RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBCapprovaldocuments. 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 Cwbx Civridits Wood Shakes Slate or Asphalt Na0- On TRe Foam -On Tile Metal & Shingles simulated Slate Underlayment Shingles RhlnoRoof U20 Yes No No Yes Yes No 5.6 Exposure Umhtations: 5.6. 1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after Installation. 6. INSTALLATION: shall be installed in accordance with Irrterwrap, Inc published installation instructions 6.1 RhinoRoof Underlayments subject totheumitationssetforth in Section 5 herein and the specifics noted below. nd the 6.2 Install RhinoRoof Underlayments Intomplii r 11 or p qg Twith ype 11 uderiayments in FBC SSed ections 1507 folationrthenstypeof requirements for ASTM D226, Type prepared roof covering to be Installed. Evaluation Report 140510. 02.1Z-R2 Exterior Research and Design, U.C. FL15Z16-RZ Cer bfkote of AutbodlutiOn #9503 Revision 2: 04/Z7/2015 Page. 2 of 3 7. S. 9. QOTP"INITYIERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to 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. er For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch deausetof plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). 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/or the use of sealant under certain conditions, for exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24hoursuptomaximum30-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 i ssition dover cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published 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 -widthsheetoverthestarter, 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 order to properly evaluate the installation of this product MANUFACTURING PLANTS: QA entity for information on plants covered under Rule 61G20-3 QA requirements. Contact the manufacturer or the named QUAuTYASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Wamock Hersey — QUA1673; (604) 52D•3321 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Cerdfroote of Authorhatlon A9503 Evaluation Report 90510-02.12-RZ FLISZ16-RZ Revision 2: 04/V/2015 Page 3 of 3 Florida Building Code Online Page 1 of 2 caiwo¢aoarvcrrror / 12-; ti '..4r I16 Oilda r Product Approval IUSER: Public User prpduct royal Menu > Product or Aooilotlon Seams > Aooli®tlon list > Appl ication Detail FL # Application Type Code Version Application Status Comments Archlved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL16568-R1 Revision 2014 Approved 11 MILLENNIUM METALS INC. 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmocogan@aol.com James Buckner . jimmyocbucdnc.net Tonya Steele 10200 Eastport Road Jacksonville, FL 32218 904)358-8366 tonyac@mml2000.net Roofing Roofing Accessories that are an Integral Part of the Roofing System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L Buchner, P.E. 0 CBUO(, Inc. the Evaluation Report PE-31242 Florida License Keystone Certifications, Quality Assurance Entity Inc Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Florida Building Code Online Page 2 of 2 Product Approval, Method Method 2 Option B ' Date Submitted 03/02/2015 Date Validated 03/02/2015 Date Pending FBC Approval 03/05/2015 Date Approved 04/15/2015 Summa of Products FL # Model, Number or Name Description Steel off ridge vent for shingle roofs mechanically attached 16568.1 "MMI-21 Off Ridge Vent to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Installation Instructions Limits of Use 16568 Ri ]I 01 MMI-2 O'I 1 1, aeVent-AGTME330- Approved for use in HVHZ: No F Steel EVALREPORT.odf Approved for use outside HVHZ: Yes Verified By: James L Buckner, P.E. @ CBUCK, Inc. P.E. Impact Resistant: No Design Pressure: +N/A/-75 rtRefertoevaluationrepofor conditions and 31242 Created by Independent Third Party: Yes Other: limitations of use. Refer to manufacturers Installation EvaluationReports lAE 01 MMI-2 OffRidoeVent-ASTME330- instructions as a supplemental guide. FL1Steel 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 attached to Plywood Deck. 4', 61, shingleroofsmechanically81, 10' Nominal Lengths Installation Instructions Limits of Use Approved for use in HVHZ: No El 16568 Ri II 02 MMl-7B OffRldaeVenETAS inn Eva REPORT.odf Approved for use outside HVHZ: Yes Verified By: James L Buckner, P.E. @ CBUCK, Inc. P.E. Impact Resistant: N/A 31242 Design Pressure: N/A Other: Refer to evaluation report for conditions and Created by Independent Third Party: Yes limitations of use. Refer to manufacturers Installation Evaluationorts R R p 02 MMI-7B OffRldoeVent-TAS Instructions as a supplemental guide. Ion EVALREPORT.odf Created by Independent Third Party: Yes aadc N® c Road, Taaahane 1 1M ohnno• n5n a7-1a24 S'ADiitt115 :' 7601 Blair The State of Florida K an AA/ffD employer•''—" 12102-2mi State of Florida. ;: E6MQ 5tateme A :: A = aMaN ctahmEM :: RelundReternent Under Florida law, emall addresses are publicmands. V you do not want your e-mall address released In response to a public-remrds request, do not send elecbonk malltothisentity. Instead, mrrbtt the omm by phone or by traditional mall. If you have any questloM please contact 850.497.Ins. -Pursuant to Section have onelThe rlrha¢s provided may used for omdal mmrnu iv on the licensee. However emaunder Chapter 455, F.S. ll must addresses ampupffMe the blic record. If you ith an ddonot wish to v supthey ply a personaladdress, please provide the Department with an ema address which hick can be "d available to the publlr. To determine If you are a IlQrhsee under product Approval Accepts: CrWt Card Safe P 1 I I.L NNIU METALS, 10200 Eastport Road Jacksonville, F132218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation of vents will beToprepareroofforinstallationitwillbenecessarytodeterminebowmanyandwhattype needed for the project Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should beinstalledaminimumof6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. WRORTANT 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 thebodyoftheventShinglesandexistingnailsshouldremainonthebottomslopeuptothecutopening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment orshingles. 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 alreadyhaveshinglesinstalleduptothecutopening. The lower portion of the vent should sit on the roof cementShinglesshouldbeinstalledonthebackandsideflangesoftheventAllnailareasshouldbecoveredwith cement B. Opening & Positioning This allows a minimumThecutopeningshouldbepositionedaminimumof10" from the back flange, clearance of 2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the opening. Off Ridge Vent Installation Chart Leneth Net Free Area lsa inl Cut Out Size 4' 115 46" x 2-1/2" 6' 175 70" x 2-1/2" 8' 235 ' 94" x 2-1R" Table 1-I 10' 295 118" C. Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof ventCareshouldbetakentoseeitisflushwithfrontflangeofventSecureasindicatedon drawing 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" oncenter. 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 ba,'le only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic t;oatea Uw-'uma 2f2 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B1Aecc .a e+eet rn,nn,rrcial Steel Twe B Alrunlnam tr one• osaDabl rvltb ddarJrable bade dus ro florlda prodrrdA provai Page 1 t CBUCK EnginitmerincD In rinq CBUCK, Inc. CerGficote of Authorization #8064 c,pecldlfiy Structural Enq Evaluation Report MMI-2B" of 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 Sth 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., SECS 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 11 11111.1!!!y. No31242 ' sTATE'GF ir t s •.•LQRIDA • G` Wnys d nY amcs euchncr,v.E. CBUCK, Inc. oeim Roarh- Florida 33403 2015.03.0210:57:51-05-00' FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report 15-1o4-MM-2B-0RvsER_14 csUCK.. enginperinc) Page. 2 of 7 ' ' 1nEmer1nQ CBUCI !nc Certijicote of Authorization €18064 s2r3 c1a1ty Snuctutal &n9 Manufacturer: Millennium Metals, Inc. Product Name: "MMI-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-2B" 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: Slope: 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. speck gravity of 0.42 ) 2 :12 or Greater FL M FL 16568.1 R1 Date: 2 / 26 / 15 r L t 9 Report, No.:15-104-MM-2B-ORW .14. CBUCK Gn r page 3 of 7NCBUCK, Inc. Certificate of Authorization #8064 Speclaity Structural 9lneerinq . I Performance Standards: The following test protocols werespnat addressed specificallyerformedto in the code. te with the intent of the code as this product TAS-100(A)-95 -Wind and Wind t otion St1p and Continuous orvenRainResistanceolntermittentrincreased Wmdspeed Resistance of Soffit Ventilation System installed at the Ridge Area. Code Compliance: The product described herein has1demonstrated compliance with Florida Building Code 5th Edition (2014), Section70 This product evaluation is limited to compliance with the structural requirements ofEvaluationReporttheFloridaBuildingCode, as related to the scope section to Florida Product Scope: Approval Rule 61G20-3.001. Limitations and Sco a of "Limitations and Conditions of Use" for this evaluation: contains technical Conditions of Use: This evaluation report for "Optional Statewide App nd installation method(s) which include documentation, specifications a Limitations and Conditions of use throughout the report in accordance with Rule 61G20-3.005. Per Rule' 61G20-3.004, the optional Statewide Approval". is the authority to approve products under "Op 0 tion fora lication outside "Limitations and Conditions of Use" ro ed s ecific Rule 61G20-3.005(1)(e) allows engineering analysis for p 1 P approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code"• Any modsa ion of the product as evaluated in this report and approved by theFloridaa ding Commission is outside the scope of this evaluation and will be the responsibility of others. This product has been evaluated to a maximum height of 33 feetThisproductshallnotbeinstalledonroofslopeslessthan2 :12. Refer to applicable building code for ventilation 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. aluate the use of this product for use in theThisevaluationreportdoesnotevesection. (Dade & Broward Counties) High Velocity Hurricane Zone cod cts in Quality Assurance: The manufacturer has demonstrated compliance Codeand Rule roof 61G20 3.005 d ( 3for accordance with the Florida Building audited by ari'approved quality manufacturing underaqualityassuranceprogramCertifications, Inc. (FBC Organization #: QUA assurance entity through Keystone 1824). FL #: FL 16568.1 R1 Date, 2 / 26 / 15 Report No.: 15-104-MM-2B-0RV-ER_14 r.E3UCK EngInePring Page ,.. 4 of 7 CBUCK, Inc. Certificate of Authorization 18064 gpeGc5jN Strucyvral Eingin rinq Components/Materials Ridge Vent: "MMI-2B" Off Ridge Vent with Detachable Baffle Material Tvpe 1: Steel by Manufacturer):. Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In commpliiannc792 it FBC Section 1507.4.3: ASTM • ASTM A653 G90 galvanized steel Material Tvpe 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): BaseFastener. Purpose: Type:. Size : Corrosion Resistance: Standard: 24" 4- 1/ 2" 2',4', 6',9'and 10' 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. Attaches Ridge Vent Base Flange to Deck Purpose: 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: Asbestos -free asphalt based roof cement w/ SBS rubber Type: 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 ReportN0,:15 104-mm-2B-ORWER .14 Cs JCK encineeri'ng Page- . • 5 of 7 U'lE'C r11'lC- CBUCK, Inc. Certificate of Authorization #8064 SpecMj Structural Enq Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) r 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. 1/4" thick and extend 2" onto roof underlayment. (Install Cement should be a 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 Bafflcable code se ionse assemblyinmpofFBCwith the installation method listed in this report and app 5thEdition (2014). The installation method described herein is in accordance with thescopeofthisevaluationreport. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1.- TAS 100(A)-95 Test Architectural Testing, anization #T5T ID: g, Inc.(FBC Org Report #: D0249.01-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certificatidns, Inc. (QUA ID:1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # AN E 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 L, Report No; : 15-104-MM-2BER ORV-14 CBUCK F=P0j a=L= 11. Q Page 6 of 7 , DUCK, Inc Certificate of Authorizotlon 18064 N yStructuralEnglneerinqInstallationMethod Millennium Metals, Inc. MMI-2B" Off Ridge Vent with Detachable Baffle Attached to wood Deck Profile Drawings 54/2" , , T '// 4 1/ 2" Tr 72" 18- 1/ 4" Side View ( Not To Scale) Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Typical.Fastener( s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws - Detachable Baffle Two piece system that slides into lower flange of vent and seared with fasteners spaced 4" o.c. \ Plywood Deck Lower Slope Front) 3" Higher Slope Back) Typical Side View (Not To Scale) FL#: FL 16568.1 R1 Date: 2 / 26 / 15 1 , LL + . " Report No.:15 104-MM-28ORv-ER 14 . U K G,gItt nP rInQ Page 7 of 7 Ineerinq CBUCK, Ina Certificate of Authorization #8064 Speclalfiy Structural Enq Installation Method Millennium Metals, Inc. MMI- 2B" off Ridge Vent with Detachable Baffle Attached to Wood Deck 1 10 o.c. 1 12" 4" o.o. Typical, Madmum Typical Fasteners) la Gauge Ring Shank Roofing Nail Base Flange OR 10 rrjr-L Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths ' 4Ft( s e 6 FL ' 8R ' ID FL Delacha_ bl Two piece system that slides into lower flange of vent and secured with fasteners spaced 4" o.a. Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 mun. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) 1 I'i I LL NNIU ' 10200 Eastport Road Jacksonville, F132218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation de how many and what type of vents will beToprepareroofforinstallationitwillbenecessarytoennin needed for the project Off Ridge Ventilation should be installed as evenly Cut out acroes s he roof ssated below on. The roof in Table I--I.vent should be installed a minimum of 6" off the peak of the ridge. Iwo NOTE: DO NOT CUT INTO RATTERS OR TRUSSES. existing shingle roof remove shingles from the sides and top of the opening. WheninstallingventsonanRemove any nails that interfere with installing the vent This typically includes nails that are to be 3" within the body ofthe vent Shingles and existing nails should remain on the bottom slope up to the cut opeamg• hoof cement is necessary around the perimeter of the underside of the vent to seal it to the underpayment Or shingles. The cement should also be installed on the vent completelycover low portionoff the van should already should be'/," thick and should extend 2" onto the underlayment have shinglesinstalledupLothecutopening. The lower portion of the vent should sit on the roof cement Shingles shouldbeinstalledonthebackandsideflangesoftheventAllnailareasshouldbecoveredwithcementB. Opening & Positioning a This allows a minimum i The Cutopeningshouldbe positioned a minimum of 10" from the back flange. clearance of2-112" from the roof to the top of the vent The vent should be centered horizontally over the opening. Off Ridge Vent Installation Chart Len A Net Freerea (sa inl Cut Out Sin 4, 115 46" x 2-1W 6' 175 70" x 2-1X W' x 2-1/2" 8, 235 nr 118" x 2-1a" Table I 1 C. Fastening of the Off Ridge Vent sliding it onto the lower flange of roof vent 1) If using detachable baffle, attach the baffle by of vent Secure as indicated on Care shouldbetakentoseeitisflushwithfrontflangedrawing' a with a minimum of 1-1/2" ring shank nail 4' on 2) Fasten the top, side, and lower Hang a and 1-1/2" from the center. Thenailshouldbe1-1a inches from the edge of the flung comers ofthe vent Null must beASTMn667 compliant in acwrdrmw with F70rfda Bufldmg Code Section IS. Millennium Metals manufactures off ridge vents in the following gauges of steel & al""nurn Alwni = available wfth detachable baffle only), which meets the requirements of the 2010 Florida Building Code ( chapter 15). 26 gauge (. 0179 min) AL-*'u Acrync 26 gauge ( 0179 min) ASTM A-653 B Abmdm- kA* . d k.Mddll kkbaJJlad"L7pwJ&AodadAm—wL Page 1 3/2/2018 Florida Building Code Online Business & Professional Regulation SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats R Fads I b a or i t Product Approval USER: Public User t. product ADoroval Menu > Product or Aoollcatlon Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other r 1a.R HOME ABOUT OBPR OBPR DI¢ISIDR] CDRT0.CT DBPR M 2017 FL# 17867 ALL Product Manufacturer ALL ALL Subcategory ALL ALL Compliance Method ALL ALL Quality Assurance Entity Contract Expired ALL ALL Product Description ALL ALL Approved for use outside HVHZ ALL ALL Design Pressure ALL ALL Search Results ADDIII tions Validated By, Status IyRg Manufacturer FL17867-R1 Revision Lott's Concrete Products Thuy H Huynh 813) 645-0166 Approved Category: Structural ComponentsHistorySubcategory: Products Introduced as a Result of New Technology t C. th. mr .ne/nr the Emmisslon If necessary. Approved by D5FK. Approvers OY uorn an.P w t enman1 a State of Florida.:: PAvaN Statement :: Accessibility Statement :: Refund Statement The State of Florida Is an AA/EEO employer. _ogy} --- State Florida low, 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 electronicmalltothisentity. 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 they haveone. The emalls 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 pmade lease dick , available to the public. To determine If you are a licensee under Chapter 455, F.S., Product Approval Accepts: Credit Card Safe 111 3/2/2018 Florida Building Code Online I - FLORIDA DUPAIMYSIVT OF Business r Professional Regulation r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats h Facts I Publications I FBC Staff I BCIs Site Map I Unks I Search I FI lida Y Product Approval USER: Public User atip.ysglsnn Product Aonroval Menu > Product or ARolication Search > Aoollcatlon Ust > AppIlWUon Detail FL # FL17867-RI Application Type Revision Code Version 2017 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@a0l.c0m 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the John Hoy Evaluation Report Florida License PE-55312 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 11/01/2023 Validated By Thuy H Huynh fj Validation Checklist - Hardcopy Received Certificate of Independence F 17 6 31 FES Letter of Indeoendence.Ddf Referenced Standard and Year (of Standard) Standard Year ACI318 2014 ACI530 2013 ASCE 7 2010 Equivalence of Product Standards Certified By Sections from the Code l .,^.,").,Crow—A,r_FVXAwtDot2ZOX6B2Y1Ut7sLOYPCCEHfitaXBIR74C9WKGZFr%2ficg%3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/14/2017 10/18/2017 10/26/2017 12/12/2017 FL # Model, Number or Name Description 17867.1 Untel 8" Precast / Prestressed Untels Limits of Use Installation Instructions Approved for use in HVHZ: No F61,7867_BLII FFS Letter of Installation.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 gj_M_8in Shol2s and Load Tables.Ddf FL17867_gl_AE FFS Letter of Evaluation 8In.pd FL17867_R1_AE FES Letter of QQPdf 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 WEED employer. Copyright 2007-2013 State of Florida.:: PrivaV Statement :: Accssiblllty 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 It 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 to supply a personaladdress, 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: Credit Card Safe r+c rvn..an.nvaa v41It7alr1vPr.r:FHflfmYRIP7dr.QWKrZF&/n2f1coa/o3da/o3d 2/2 01pID E i nee in9soIUtuoml$ Today's Ideas — Tomorrow's Results 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, Inc. — CA No. 26300 — (Mall): PO Box 1238 (Physical): 12620 Curley SL — Ste 105 San Antonio, FL 33576 — Ph: 352 / 588 — 5311 Fx 352 / 588 — 5411 Woh' flnrida-enaineerxom 71. JUN 16 1018 CITY OF SANFORD BUILDING & FIRE PREVENTIONass = Y' PERMIT APPLICATION ffApplicationNo: _ / 8 - d7 7 I( Documented Construction Value: S Job Address: / 9d LrQu) J Historic District: Yes • N Parcel ID: o Residential Commercial Type of Work: New-0 Addition Alteration Repair Demo Change of Use Move Description of Work: N(Or. l n ,.-, n en.r, X 1 11 n Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Street: FANT City, State Zip: L Name Street: City, S Name: Street: City, St, Zip: Bonding Company: Address: Phone: _ Q Resident of property? : f rmation Phone: 40 -, 0 Fax: i10 7— t/n i-l-n7, 4 j_ 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 has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Rcvised: 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 ICC 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 foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary•State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID LSignatureofcontraetodAgentDate r Arintto, Agnt's Name Notary -State of Floridada Date 0y ous, PAMELA S TERNUS Commission 0 GG 110622 Expires August 7, 2021 Fof i oP sarw rlw cl Noury services Contractor/Agent is Personally Known to Me or Produced 11) Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Pcrmit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION DUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001577 Date 6/26/18 Application pin number . . . 866739 Property Address . . . . . . 3792 CRAWLEY DOWN LP Parcel Number . . . . . . . . 17.20.31.5VC-0000-0920 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 338320 Application desc noc on file Owner Contractor RYAN HOMES RYAN HOMES C/P TRACY 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9831 (407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 22.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3130.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1060342 Permit pin number 1060342 Sub Contractor PALMER ELECTRIC COMPANY Permit Fee . . . . 80.00 Issue Date . . . . 6/26/18 Valuation . . 4475 Expiration Date . . 12/23/18 Qty Unit Charge Per Extension 200.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 80.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not CITY OF SANFORD every inspector is licensed to do every a** CUSTOMER RECEIPT0typeinspection. Communication is the er: bLANDA Type: OC Draper: 1Drawer: key, so please contact the Building Date: 6/26/18 01 ReceipttP no: 148765 Official if you have any questions at 407.688.5058 or at Year Number Amount dave.aldrichosanfordfl.gov 2018 1579 Water impact fee $1343.00 3646 CRAWLEY DOWN LP Sewer impact fee $3025.00 SANFORD, FL 32773 P----____________------ - - ---- --------------------- BP BUILDING PERMIT RECEIPTS Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 169.00 01-APPLCTN FEE -BUILDING 25.00 2018 1577 01-APPLCTN FEE -PLUMBING 25.00 3192 CRAWLEY DOWN LP 01-BLDG PLAN REVIEW 1242.00 SANFORD, FL 32773 02-CURB CUT/DRIVE - S/F 40.00 BP BUILDING PERMIT RECEIPTS 109.6001-FIRE IMP-RS 9-2017 383.81 AC 063966 Tender detail CC CREDIT CARD $218.60 Total tendered $218.80 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE Total payment $218.00 PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. Trans date: 6/26/18 Time: 12:56:47NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. JUL 19 2018 CITY OF SANFORD V BUILDING & FIRE PREVENTION PERMIT APPLICATIONED (; Application No: 0 ' 77 Documented Construction Value: $ Job Address: 3,,' Historic District: Yes No Parcel ID: Residentiato Commercial Type of Work: New,. Addition Alteration Repair Demo Change of Use Move Description of Worlcj:r :E i 11Oajg- Plan Review Contact Person: ' V1-D-.,.1 1 ' .V1L I" Title: Phone: `t l -SK( Fax:'(-333-3853 Email: f 1{t~C C _ r r Property Owner Information Name r v ( v JR Phone: . Street:. % 1 w- ka• -^ d Q I Resident of property?: City, State zip: `itYlC 1lJ I-t D 4 Contractor Information l ' Name l-k -z— Phone: Street: I TS GCS Fax: • . 0 City, State Zip:SaR'%J h:Z- -1 State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51^ Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other 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 at work will be done in compliance with all applicable laws regulating construction and zo ' g. Signature of OWW/Agad Date Print Owner/Agent's Name Signature of Notary -State of Florida Date of Contractor/Agent Name 60 /N CHERYL b AKERS MY•COMMISSION # FFM962 EXPIRES June,05, 2020 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID. Produced ID Type of ID 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: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 4DEL-AIR State Cert CAC032448 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•111 3.0 - 15.0 3' 4 977.00 SEAGATE VERSION III OPT BATH 2 3.0 15.0 4 _. 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 G 592.00 SEAGATE VERSION III OPT BONUS BDRM 3.5 15.0 4 6,702.00 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 SUMMERLAND 3.5 115.0 4 5 747.00 SiUMiM,E-RLAN DZOPI'ATiTH 2 3.5 1 S.0 E$5 89f f10 SUMMERLAND OPT BDRM 5 3.5 115.0 5 6;019.00 NOTE: PRICING BASED ON NEW CODE. THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE. Pricing valid for (6) months 308 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 2"d 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 M D6S. 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 i c•urnsrc a Said-d. 1 1 .:771 1u71 W01 0 - 0,° D nl\i•I. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Jq ' 15 -7 —1 q K t V) s i -) ) 4-0 y—) Documented Construction Value: $ 4, J.5 010 • on Job Address: % Historic District: Yes No,9C Parcel 1D: Residential,r Commercial Type of Work: NewJZ Addition Alteration Repair Demo Change of Use 'Move—q Description of Work: New Residential Construction Plan Review Contact Person: Jamie Blackwell Title: C16rical Phone: 407-323-7515 Fax: 407-323-8954 Email: info@u.ani-orlando.com Property Owner Information Name K,/Ctyl qnmt Phone: Street: J Resident of property? : 120 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 Architect(Engineer 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: 50 Edition (2014) Florida Building Code Revised. June 30, 201 S Pcrmit Application N(YnCE: h) addition to the m0rements of dig permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscomity, and than may be additional permits required from other governmental enMm such as watermanagementdistricts, state agencies, or Sedwal 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 See at the time of permit submittal. A copy of the aecuted 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 dw 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 foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Sigaanee of oWaer/A89M Date Print OwaedAS11 twv Name Sig " - 0fNotary-StateofFtodda Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Itnrl Smgaettue of Coo&acWAgmt u A. ]hire® Smith Print Coetrae tu/AaeutI Name rya rc o otery A-StetaMrad FV*vw t 4kM* Dab vNOTARY PUBLIC Expires&2=1 STATE OF FLORIDA CannM 001 ContfactulAgent 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 RoofEl Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of F Nres Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UT LITMS: WASTE WATER ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 201 S Pamit Apphodi m