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HomeMy WebLinkAbout3774 Crawley Down Lp 18-1544; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100002 BUILDING APPLICATION #: 18-10000299 BUILDING PERMIT NUMBER: 18-10000299 DATE: March 22, 2018 UNIT ADDRESS: CRAWLEY DOWN LOOP 3774 17-20-31-5VC-0000-0890 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: 3774 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT TYPE DIST SCHED RATE CALC UNITS UNIT TYPE TOTAL DUE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00 N/A Single Family Housing .00 1.000 dwl unitFIRERESCUEN/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 SCHQOLS 1.000 dwl unit 54.00 CO -WIDE ORD Family Housiing 51000.00 1.000 dwl unit 5,000.00PASingle LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, 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 FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE RE8UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES OVERNING 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. r THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT f C` ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: J 12 Project Name: Kensington Reserve Project Address Building Permit #:- Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to tenninate 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 GFC1 outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Nwne-of Own7ffeige Signature of 6ie r/Ten JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Lattanzi - Ryan Homes Print Nam o en. Co tra Signature of Gen. Contractor CBC1257565 Gen. Contractor License # CALLED INTO: o Progress Energy Rev. 02/10/15) Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature of El. Contractor ECO003096 El. Contractor License # ci Florida Power and Light on THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 18-1544 Parcel ID Number: 17-20-31-5VC-0000-0890 il?i'th)T hlAt_(.]Yr SEf'iIH(ILE Ci 04T`i CLERK .0F C.TftCUll- (:[)tjRj' tt COIIFTfi:OLLEF; 97 CLERK'S Y 2018062919 FECORDED i-16r/ills^?01,`S i 1.211. r, 1`8 PH RE"COftDIM FEET, •,.(I,slis RECORD17D BY 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 # 89 of Kensington Reserve 3774 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (if applicable, a copy of the payment bond is attached): Name: NA Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Kim Kaminer Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Kim Kaminer Assistant Secretary gnature of Owq6FVLessee, or Owners or Lessee's (Print Name and Provide Signatory's Title/Office) Authorized ce 'rector/Partner/Manager) State of Florida County of The foregoing instrument was acknowledged before me this by Kim Kaminer Name of person making statement who has produced identification type of identification produced: F«,";•, TRACY LEIGIH MCDONALD MY COMMISSION 4 FF925012 OR i , EXPIRES October 06. 2019 CI 39 0'6? Fioromr•jota^isck:rKe Con' day of Who is personally known to me (X OR Notary Signature kca = 0 S -> Job Address: 3774 Crawley Down Loop Parcel ID: 17-20-31-5VC-0000-0890 Type of Work: New R AdditionEl CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: U,_t64"I — Documented Construction Value:$ iW46' 33'8(Z>6 Historic District: Yes El NoEA ResidentialFXI Commercial n Alteration 0 RepairEl Demo[] Change of UseEl MoveEl 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 NVB 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, c1ba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H- 20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design 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 NO -VICE 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. FIK'105.3 Shall be inscribed with the (late of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Revised..tune 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 com Hance with all applicable laws regulating construction and zoning. 3/22/2018 3/22/2018 Signatu O 'er nt Data Signature of i acto gent Date Tracy McDonald Tracy McDonald Print Ov ner/Agent's Name Signature of Notary -State of Florida as Y u,, MEAGAN LYNNE FCW ER N1YC0MM1SSI0N # GG 0£3253 u o EXPIRES: January 17, 2021 e ° &>nded ihru Budget Notary Se vice Print Contractor/Agent's Name 3/22/2018 3/22/2018 Date Signature of Notary -State of Florida Date xv r ,q MEAGAN LYNNE FOVI&ER MY COMMISSION # GG 063253 l-XPIRES: January 17, N21 F c,dad Ihru Budget Notary Services Owner/Agent is _XPersonally Known to Me or Contractor/Agent is _X__ Personally Known to Me or Produced ID Type of ID Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical [' Mechanical [R Plumbing© Gas Roof[] Construction Type: -45? Occupancy Use: gm$ Flood Zone: Total Sq Ft of Bldg: !?2'7 5 Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No R # of l-leads APPROVALS: ZONING - f UTILITIES: INGINEF, RING: FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan.. of Stories:2- Plumbing - # of Fixtures (R Fire Alarm Permit: Yes No o WASTE WATER: BUILDING: 5f'' S' Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # tQ - l LA(4 BUILDING PERMIT Min Max tionInspectionDescription 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam l 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 PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final UE_ Min Max I WE as dam, Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final REVISED: June 2014 Job Address: 3774 Crawley Down Loop Parcel ID: 17-20-31-5 VC-0000-0890 Type of Work: New 0 Addition 4 g CITY O SANFORD BUILDING & FIRE PREVENTION r PERMIT APPLICATION Application No: 9— l 54 LA - Documented Construction Value: $ 95,658 Historic District: Yes No X Residential MX Commercial 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 Name NVR Inc dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd Phone: 407-774-6078 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: 511i 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. Ir3/22/2018 AF 3/22/2018 Signatu Q vner nt Date Signature o105501gent Date Tracy McDonald Tracy McDonald Print : 3l22/2018 Signature of Notary -State of Florida Date rQctsrY ?e MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 oe EXPIRES: January 17, 2021 9rFOF f4 P\ Bonded Thru Budget Notary Services Print Contractor/Agent's Name 3/22/2018 Signature of Notary -State of Florida Date o Y Pu f MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January 17,2021N 9Feof F V) Bonded Thtu Budge Nalary SOMoes Owner/Agent is x_ Personally Known to Me or Contractor/Agent is x_ Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No UTILITIES:" WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application R 187i 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: 3774 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0890 Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) a'C'i 4a. 104 1 ,a':% , s?i 4 3cayx; <, <i rim g "" t'>'^aat. .,`;.< c l?a'.,.,} a: st.s,;;, MENti„ xk, „ <: ; t ruaiv '<: >,a„ ,a,Ss4d,z,i 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 A-1 The parcel is not in the: AW floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-1544 Reviewed by: Michael Cash, CFM Date: April 26, 2018 i I P I Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & Landscaping ; Right -of -Way1a77— " www.sonfordn.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 size and location of the existing right—of-way and use shall be provided or application could be delayed. Call belm wN 4 1 . Project Location/Address: 3774 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: 3. Schedule of Work: XDriveway Start Date 4. Brief Description of Work: This application is Pmparty Owner Signature: — Address: 4307 0 11 Walkway [] Other: Completion Date [—] Emergency Repairs Construction of New Single Family Home itted by: Rd #H-20 Orlando, FL 32811 Phone: (407) 692-9831 Fax: Print Name: Tracy McDonald Email: trmcdona@nvrinc.com Date: 03/22/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationtimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requester's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works nd the above statement and by signing this application I agree to its terms. Date: 03/22/2018 I This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pro -pour inspection. Official Use Only Fee: Utilities Approved: 1117 Engineering Site Inspected by; Special Permit Conditions: Date: Date: Date: Date: Date: A-'46-Z01_& Date: November 2015 ROW Use Drivewaypdf 3/22/2018 SCPA Parcel View: 17-20-31-5VC-0000-0890 Property Rgcord Card Parcel: 17-20-31-5VC-0000-0890 Y ; Property Address: 3774 CRAWL_EY DOWN LOOP SANFORD, FI_ 32.773 Parcel Information Value Summary 89 C) 115 11.35 Seminole County GIS 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 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 Adi 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 B IIAmount $266.58 Tax Estimator Save Our Homes Savings: $0,00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 89 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Taxing Authority Assessment Value Exempt Values County General Fund 52,000 Schools 52,000 City Sanford 52,000 SJWM(Saint Johns Water Management) 52,000 County Bonds 52,000 Sales Description Date i Book Page Amount Qualified No Sales Fin Land Taxable Value 0 52,000 0 52,000 0 52,000 0 52,000 0 52,000 Vac/Imp LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: — 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: Street Address) Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: CBC125756 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this*Z- day of _tjr)_, 200-10 , by Robert Lattanzi who is z,'##'jbnd fo,) . .. ....... or who has produced - identification and who did (did not) take an oath. Notary Seal) MEAGAN LYNNE FOWLER My COMMISSION # GG 063253 EXPIRES: X RES: January 17, 2021 Inc;d Thm Budget Notary Services Rev, 08.12) Signature Print or type name Notary Public - State of Commission No. My Commission Expires: as SQ.FT. CAM'S I5T FLR LIVING low SCL FT. 2ND FLR LIVING 1331 5G2. FT. TOTAL LIVING 2,421 $Q FT. ENTRY 35 5Q FT. GARAGE 459 SGL FT. LANAI 160 SG2 M. TOTAL 3015 5a FT. umunml 4 CCWCNW NO CLAMMO IMM LOADO d1M VAND E2 NMM FOR 3 000M CIUM CALL. eon M m l!N iN0 OEY1T10H 1 112 I&AV X T-0' IV84' 5 14801-30L6 2 24 3080 DR 36' 4 3008/-32.18 3 n 25-5H 38' 63, 4 26.45/-30% 4 11 25-514 3V 63, 5 28451-3146 5 33 2) 25-SH 16. 63' 5 21F3/-3480 b 41 608D SGD 14' 5 26.3V-3330 1 11 25-S4 3W 63' 4 28.451-M-16 VYIND DESIGN CRITERIA A- BASIC it1',ND SPEED !'tF7-) !3 SECOND GA.W) vJLT.150 / VA5D.116 MPH M INTER4AL PRESSURE 00'EFFIGENT•. 18 C. RISK CATEGORY -TYPE 11 D. E>0'O5URE CATEGORY C NOTE, VALUES FOR C4 NTS 4 CLADDING FIRESSUURE ARE BASED ON THE Wit DESIGN U04D SPEED. F'DCR, &TH ED. (20TT) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET Ti-E ALLOWABLE OR NOMINAL TESTED VALUES USED $Y PRODUCT MANUFACTURERS. Hom, L PRIOR TO DRMW-L KTALLATK N ON ALL FRMBiG TB'IUM T-V FFM NE RON ROM ¢41 BE SPRAYED AID TWATEP IVSCRATE' A TERIM 7WATIM $PRAT I5.2. 6xb P.T. POST TO V_ I I OM TO MATCH I AFF. (2-TYP i i COLLM UIOTN I LANAI I i : - I I Ib'-o'x10•-o' I W-4- CLC1 II I i I II I 2) 25-SN I I bow 530 4 cvt DR= 12'-4'xI0'-0' E V-N CLG kq i GREAT ROOItI ry Y•4'Ci4 I 1 j; i 2 -z'-- i -I' !R' 11' e 3" RAM.0 wr @ I A O e EITLHEN• IDEL CgM1 Y-4'CL6 ii'i". a STUD r,-xb 4X4 L 1LL 9i T PAST n R IS4 G C C 45H 1Y m. O' v 9 k,IC2 _b: STUDY Yl' 7 4• CIA. Y-4• CIA, MT. 9 I ( ( EBB. ti0 , n, 5'-8' _. 4'--FED. 4' 5' STW a V` 1 FYX'T' Em LI Y-4Afa 2 CAR GARAGE 201-OW0'-2' Y-4' Mr. m• m' VENT MIUAVE b,WXERAPM K'OO. A 1 8_e _ _ LMOFMFLOOR A inI 91 C LiJ 6' a x j m aNca 0 i 10 T 4' I 1 - S. - _--_— 115m -_- 2' V FIRST FLOOR PLAN SCALE: 1/ 4 • 1'-0' a v A N C H I T E C T E q1T,.a. Gr 1441N. RONALD REAGAN BLVD. LONGWOOD. FL32750 PH: 407- 774-6078 FA1:407- 77-078 w . coesu+ooa.com AA f: 0=2s of SuBDIV. de 1AT. KENSINGTON RESERVE LOT # 89) MODEIt SUMMERLAND VERSION# 01) PROJECT#: 2997. 000 PAGE: FIRST FLOOR PLAN r -- t •:_.. DATE: 2/ 27/18 SCALH'• 1/ 4"=V-0" SPIFFY 3 OF 9 CCkVC1ENT AND CLADDM WND LOAM MW MD E'VKWM PM a 8ECLT D OUNa CALL • eal MUDR an zom f• wi VAD avm ieoraFOOTAGEaE" oNAml1O1 1 5 SS 36' 61' 5 28b5/-3185 2 5 3ft-844 36' 61' 5 2865/-3185 2A 12 3040-RG 1. 48' 5 2%M-38.10 28 5 E3M--&4 36' 61' 5 2885/-31.26 3 5 3051-6114 EGRESS 36' 61' 51 28b5/-315 4 5 48' 16' 5 2343/-33.40 5 5 61' 4 28b5/-3134 scfE$ 6 5 SH 36' 61' 4 2&W-304 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECCND GUST) VULT.150 / VASO.116 MPH C. INTERNAL PRESOLM COEFFIC£NT— AS C. RISK GATEGORY•TTPE II D. EXPOSURE CATEGORY C NOTE, VALUES FOR GG S 4 CLADDING PRESWRE ARE EASED ON THE VUM. DE54N WIND SPEED. MCR. bTH EO. (20i) ALLOWS THESE PRESSURES TO ISE MULTIPLIED BY 0A TO MEET THE ALLOWADLE OR NOMMAL TESTED VALUES USED 5Y PRODUCT MAt-UFACTURERS. L PraOR TO DRTUWLL NSTALLATIGN Qi N-1 iPAI'RYa PfM9B5 J'-C RRTt TIE R11aN R DM Al 8E SPRAYED AND TREATED iW WRATEA TO"M TREATED +PRAT 18'- 6 314' 2ND. PLFE- 8 aka. T7T- — 10_ 8. 3/4' ZND. 9'- 4' 8Ta13, HT. FK PLR. STAIR DATA: 17 RISERS 07.57' 28 TREADS 010" W NOSING HAND RAIL \ m \ 2xa LaD ...... r \ 2 OR9P GEtLd-K+ TO g 4! 2) 2X6 HEADERS AS 1_L f,fISHO{N GN SWEET 6 \ \ \ I VX V 42' HIGH WALL-' m Q Ui1 UWLL CAP 4 \\ PWDR. S ROOM 2x4 RE ;Ofk;PIG w EA, 2. 96TPWi 3) 2x12 SYP STRINGERS-- SECURED W 12d 6'-S' OL- KXXPLATE- \ \ 2xa LAwr4n I 3/ 4' TK. SU5 FLOOR------- I GLUED 4NAILED —y— I-------J I 2x6 • 24' OL.MAX —/-------------I I 2. 4 P.T. PLATE SECURE UV iLd CUT NAILS 14' OF, MAX STAIR SECTION: 9'-4" BRG. SCALE: 3/6 . I'-& LNE OF 5T FLOOR 5AC W SECOND FLOOR PLAN SCAi£ 1/4 . I'-0' A R C N IT E C T E Design Grou ..> 1441 N. AONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407 77"078 FA , 407-774 078 wvmaaas 00033250332, com A4R: 91N11111 9TJHDIV. dt LOT: KENSINGTON RESERVE LOT # 89) MODEL: SUMMERLAND VERSION# 01) PROJECT#: 2997. 000 PAGE: SECOND FLOOR PLAN r • DATE: 2/27/18 SCALE: 1/4"=1 '—O•; S* lEET 4 or 9 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot89Kensington ReserveSummerlandAGRW Builder Name: RYAN HOMES'€ Street: 3774 CRAWLEY DOWN LOOP Permit Office: SANF RD City, State, Zip: SANFORD , FL, 32773 Permit Number: # 1 8 afe Owner: Jurisdiction: 961500; c? DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2)tr 1. New construction or existing New (From Plans) 9. Wall Types (2626.7 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1264.00 ftZ 3. Number of units, if multiple family 1 b. Concrete Block - int Insul, Exterior R=4.1 1073.30 ftZ c. Frame - Wood, Adjacent R=11.0 289.33 ftZ 4. Number of Bedrooms 4 d. N/A R= ftZ 5. Is this a worst case? No 10. Ceiling Types (1384.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1384.00 ftZ 6. Conditioned floor area above grade (W) 2421 b. N/A R= ftZ Conditioned floor area below grade (ftZ) 0 c. N/A R= ftZ 7. Windows(221.6 sqft.) Description Area 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main R ftZ 6 605.25 a. U-Factor: Dbl, U=0.35 168,25 ftZ SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 48.00 ftZ 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 38.5 SEER:15.00 c. U-Factor: Dbl, U=0.34 5.33 ftZ SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftZ a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.166 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems 8. Floor Types (1381.0 sgft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1090.00 ftZ b. Conservation features EF: 0.950 b. Floor over Garage R=11.0 291,00 ftZ None c. N/A R= ftZ 15. Credits Pstat Glass/ Floor Area: 0,092 Total Proposed Modified Loads: 68.43 PASS TotalBaselineLoads: 68.13 I hereby certify that the plans ands ecifications covered by Review of the plans and this calculation are in compliance ith the Florida Energy Code. specifications covered by this indicates Q1. 111E s p t, calculation compliance mow' r' `?````.` with the Florida Energy Code. PREPARED BY: Before construction is completed r a DATE: 32 18 _Scott Pratt this building will be inspected for y, compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. 6 with the Florida Energy Code; we OWNER/ AGENT:- _ BUILDING OFFICIAL: DATE: 3/5/2018 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.050 Qn for whole house. 3/ 2/2018 5:27 PM EnergyGaugeQ USA - FlaRes2017 Section R405.4.1 Compliant Software Pagel of 4 FORMR4O5-2817 PROJECT Title: Lot89KensingtonReserveSum Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2421 Lot # 89 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RESE of Units: 1 Worst Case: No PlatBook: Builder Name: RYAN HOMES Rotate Angle: 0 Street: 3774 CRAWLEY DOW Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 961500 Whole House Fan; No City, State, Zip: SANFORD, Family Type: Single-family FL, 32773 New/Existing: New (From Plans) CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range BLOCKS Number Name Area Volume — SPACES Number Name Area. Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value- Tile Wood Carpet ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) ATTIC VType Ventilation Vent Ratio (1 in) Area RBS IRCC CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac —Truss Type 1 Under Attic (Vented) Main 30 Blown 1384 ft2 0.11 Wood 3/2/20185:27pm eoergyGovoo@ USA 'FlaRo»2orSection n4onx.1Compliant Software Page cm* FORM R405-2017 WALLS Adjacent Space Space-[3--Value Cavity Width Height Sheathing Framing Solar Below Orate--_Ta ptall7 rpe - Ft ln.a_F_t_.-In Area---_-:Value.-.-_Eraction_-Absor.-Grade°! 1 S Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0 e 2 S Exterior Concrete Block - Int Insul Main 4.1 36 6 9 4 340.7 ft2 0 0 0.6 0 3 W Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0 5 N Exterior Frame - Wood Main 11 49 6 8 0 396.0 ft2 0 0.25 0.6 0 6 N Exterior Concrete Block - Int Insul Main 4.1 40 6 9 4 378.0 ft2 0 0 0.6 0 7 E Exterior Frame - Wood Main 11 29 6 8 0 236.0 ft2 0 0.25 0.6 0 8 E Exterior Concrete Block - Int Insul Main 4.1 21 6 9 4 200.7 ft2 0 0 0.6 0 s 9 - Garage Frame - Wood Main 11 31 0 9 4 289.3 ft2 0 0.25 0.3 0 10 E Exterior Concrete Block - Int Insul Main 4.1 8 0 9 4 74.7 ft2 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 ft2 2 Wood Main None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt 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 30.5 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 2 S 2 Vinyl Low-E Double Yes 0.35 0.29 N 16.2 ft2 1 ft 0 in 11 ft 6 in Drapes/blinds Exterior 5 3 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 12.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 4 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 5 N 5 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 6 N 6 Vinyl Low-E Double Yes 0.35 0.29 N 16.2 ft2 1 ft 0 in 11 ft 6 in Drapes/blinds Exterior 5 7 E 7 Vinyl Low-E Double Yes 0.34 0.31 N 5.3 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds None 8 E 7 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 9 E 10 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 11 ft 0 in 0 ft 10 in Drapes/blinds Exterior 5 10 E 8 Vinyl low-E Double Yes 0.35 0.29 N 32A ft2 1 ft 0 in 11 ft 6 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 459 ft2 459 ft2 58 ft 8.7 ft 3 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000387 2457.3 134.9 253.71 3478 7 3/2/2018 5:27 PM 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 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS V Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool 1 Attic 6 605.25 Attic 121.05 Proposed Qn Main cfm 121.1 cfm 0,05 0.60 1 1 TEMPERATURES Prograrnable Thermostat: Y Ceiling Fans: Cooling H Jan Feb Mar Jan Feb Mar Apr Apr May Jun JU May Jun JulI xl rl AugovrjAugrj Se Oct8ct Nov Dec DecVJanFebMarAprMayJunJulAugSepOctXNovDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/2/2018 5:27 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 3774 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 (ft2) 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: Dbl, U=0.34 SHGC: SHGC=0.31 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. N/A New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A No 10. Ceiling Types a. Under Attic (Vented) 2421 b. N/A Area c. N/A 168.25 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 48.00 ft2 12. Cooling systems 5.33 ft2 a. Central Unit ft2 3.166 ft. 0.290 Insulation Area R=0.0 1090.00 ft2 R=11.0 291.00 ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features 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 compliapt 14aitQres. Builder Signature: Date: 3/5/2018 Address of New Home: 3774 Cr Down Loo City/FL Zip: 32773 Insulation Area R=11.0 1264.00 ft2 R=4.1 1073.30 ft2 R=11.0 289.33 ft2 R= ft2 Insulation Area R=30.0 1384,00 ft2 R= ft2 R= ft2 R ft2 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 cow 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. 3/2/2018 5:27 PM 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: 3774 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 IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/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. 3/2/2018 5:27 PM 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 L/s) 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. R403.1 Controls. SECTION R403 SYSTEMS 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 handier. 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: 1, Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (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. R403.5J 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. 3/2/2018 5:27 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1, R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1, Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. 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. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302,1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVl Standard 916 3/2/2018 5:27 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1, R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3/2/2018 5:27 PM EnergyGauge@ USA - FlaRes2017 - FBC 6th 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 (Mandator%e 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. 3/2/2018 5:27 PM 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: Lot89KensingtonReserveSummerlandAGRW Builder Name: RYAN HOMES Street: 3774 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 961500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in an dropped ceiling/soffityppg /soffittheinsulationandanygapsintheairbarriershallbesealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed, a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow 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 o4o*no and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a, in addition, inspection of log walls shall be in accordance with the provisions of [CC-400. 3/2/2018 5:27 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Manual S Compliance Report 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 Project• • For: RYAN HOMES 3774 CRAWLEY DOWN LOOP, SANFORD, FL32773 Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 29464 Btuh Entering coil DB: 78.3°F Outdoor design WB: 76.2°F Latent gain: 5346 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 34809 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg, Actual airflow: 1283 cfm Sensible capacity: 33511 Btuh Latent capacity: 5948 Btuh Total capacity: 39459 Btuh Model: GSZ140421 K+ASPT47D 14A 1140% of load 111% of load 113% of load SHR: 85% Heating Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 26557 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 33809 Btuh 127% of load Supplemental heat required: 0 Btuh 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 ACGA Manual S. Entering coil DB: 69.0°F Capacity balance: 34 OF Economic balance: -99 OF y -rid- wrightsoft' 2018-Mar-02 16:56:47 14M; . M,,, , Right-SuiteO Universal 2018 18.0.10 RSU23828 Page 1 ndAGRW\Lot89KensingtonReserveSummorlandAGRW.rup Calc = MJ8 House faces: W wrightsoft° Component Constructions Job: Lot89KensingtonReserv... Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 COD ISCO WAY, SANFOR D, FL 32771 Phone: 407-831-2665 NNUAlect Intormation For: RYAN HOMES 3774 CRAWLEY DOWN LOOP, SANFORD, FL32773 Design Conditions Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (°F) 70 75 Elevation: 105 ft Design TD (°F) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) - 16 ( M) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain RR Stuh/V-°F ftl- °FBtuh 131uh/111 Bluh Btuh/v Btuh Walls 12C- Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A- 2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board intfnsh Partitions 126- 0sw: Frm wall, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2A- 2om: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (5.08 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A- 2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir low-e innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 11.5 ft sep.); 6.67 ft head ht 2A- 2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr low-e innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (1.3 ft window ht, 1,17 ft sep.); 6.67 ft head ht 2A- 2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 ft window ht, 0.83 ft sep.); 6.67 ft head ht 2A- 2om: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir low-e innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 1 ft overhang (4 ft window ht, 1.17 It sep.); 6.67 ft head ht n 381 0.091 13.0 2.52 960 2.35 896 e 216 0.091 13.0 2.52 543 2.35 507 s 366 0.091 13.0 2.52 921 2.35 860 w 194 0.091 13.0 2.52 488 2.35 455 all 1155 0.091 13.0 2.52 2912 2.35 2718 n 362 0.201 0 5.57 2014 4.37 1581 e 195 0.201 0 5.57 1084 4.37 851 S 324 0.201 0 5.57 1806 4.37 1418 w 59 0.201 0 5.57 330 4.37 259 all 940 0.201 0 5.57 5233 4.37 4109 271 0.097 11.0 2.69 729 1.75 475 n 15 0.350 0 9.69 148 12.2 186 e 15 0.350 0 9.69 148 34.0 518 s 31 0.350 0 9.69 296 12.4 379 w 31 0.350 0 9.69 296 34.0 1036 all 92 0.350 0 9.69 887 23.2 2120 n 16 0.350 0 9.69 158 10.5 171 e 33 0.350 0 9.69 317 29.0 947 S 16 0.350 0 9.69 158 11.9 195 all 65 0.350 0 9.69 634 20.1 1312 e 5 0.340 0 9.42 49 35.7 186 e 48 0.620 0 17.2 824 16.9 812 w 12 0.350 0 9.69 116 34.0 408 wrightsoft" Right - Suite® Universal 2018 18.0.10 RSU23828 2018- Mar-0216:56:47 Page 1 ndAGZW Lot89KensingtonReserveSummerlandAGRW.rup Cale = MJ8 House faces: W Doors 11JO: Door, mtl fbrgl type 11 DO: Door, wd sc type Ceilings 1613-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 20P-13c: Flr floor, frm fir, 6" thkns, carpet flr fnsh, r-13 cav ins, gar ovr 22A-cpl: Bg floor, light dry soil, on grade depth, carpet flr fnsh w 20 0.600 6.3 16.6 334 18.5 372 n 18 0.390 0 10.8 193 12.0 215 1384 0.026 38.0 0.72 997 1.41 1955 291 0,068 13.0 1.88 548 0.98 284 115 0.989 0 27.4 3150 0 0 fNz« . -rId- wrightsoft. 2018-Mar-02 16:56:47 Right -Suited Universal 2018 18.0.10 RSU23628 Page 2 ndAGRWU.ot89KensingtonReserveSummedandAGRW.rup Calc = MJ8 House faces: W wrightSOft® Project Summary Job: LotWensingtonReserv... Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Project• • For: RYAN HOMES 3774 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: OPTION BATH 2@BED 4 RVSD 3-20-2017 NMB L.S. 03-02-18 SRP Desicin Information Weather: Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 21000 Btuh Ducts 5558 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 26557 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Orlando/Jetport, FL, US Simplified Average 0 Heating Co 24212421 21176 21176 0.41 0.21 145 74 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140421 K 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 = 34 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 Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 19937 Btuh Ducts 9527 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 29464 Btuh Latent Cooling Equipment Load Sizing Structure 3298 Btuh Ducts 2047 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 5346 Btuh Equipment Total Load (Sen+Lat) 34809 Btuh Req. total capacity at 0.81 SHR 3.0 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140421 K Coil ASPT47D14A AHRI ref 8242633 Efficiency 12.5 EER, 15 SEER Sensible cooling 31185 Btuh Latent cooling 7315 Btuh Total cooling 38500 Btuh Actual air flow 1283 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft' 2018-Mar-02 16:56:47 Right-SuiteO Universal 2018 18.0.10 RSU23828 Page 1 ndAGRW\Lot89KensingtonReserveSummerlandAGRW.rup Calc = MJ8 House faces: W rr wrightsoft" Right-J® Worksheet Entire House DEAL AIR HEATING & AIR NG531CODISCOWAY, SANFORD, FL 327711 PhND407I81-2665 Job: Lot89Kensing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name Entire House GREAT RM 2 3 Exposed wall Room height 273. 0 It 8. 6 ft 53. 0 It 9. 3 ft heat/cool 4 5 Room dimensions Room area 2464.8 ft2 1. 0 x 576.8 ft 576. 8 ftz Ty Construction number U- value Btuh/ ft2 °F) Or HTM Btuh/ ftx) Area ( w) or perimeter (ft) Load Btuh) Area ( ft2} or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VL- G y/ I- C vf/ L--( G; 12C- 0sw 2A- 2om 13A- 2ocs 2A- 2om 12C- Osw 2A- 2om 2A- 2om 2A- 2om 2A- 2omd 12C- 0sw 2A- 2om 13A- 2ocs 2A- 2om 12C- Osw 2A- 2om 2A- 2om 13A- 2ocs 111, 10 12B- Osw 11 DO 1613- 38ad 20P- 13c 22A- cpl 0, 091 0. 350 0. 201 0, 350 0. 091 0. 340 0. 350 0. 201 0. 350 0. 620 0. 091 0. 350 0. 201 0. 350 0. 091 0. 350 0. 350 0, 201 0. 600 0. 097 0. 390 0. 026 0. 068 0, 989 n n n n a a a e a e s s s s w w w w w n 2. 52 9. 69 5, 57 9. 69 2. 52 9. 42 9. 69 5. 57 9. 69 17. 17 2. 52 9. 69 5. 57 9. 69 2. 52 9. 69 9. 69 5. 57 16. 62 2. 69 10. 80 0. 72 1. 88 27. 40 2. 35 12, 19 4. 37 10. 46 2. 35 35. 73 33. 98 4. 37 28. 96 16. 92 2. 35 12. 42 4. 37 11. 93 2. 35 33. 98 33. 98 4. 37 18. 51 1. 75 12. 03 1, 41 0. 98 0. 00 396 15 378 16 236 5 15 275 33 48 396 31 341 16 236 12 31 79 20 289 18 1384 291 1093 381 0 362 0 216 0 0 195 0 48 366 25 324 0 194 0 0 59 20 271 18 1384 291 115 960 148 2014 158 543 49 148 1084 317 824 921 296 1806 158 488 116 296 330 334 729 193 997 548 3150 896 186 1581 171 507 186 518 851 947 812 860 379 1418 195 455 408 1036 259 372 475 215 1955 284 0 0 0 303 16 0 0 0 154 33 0 0 0 0 0 0 0 0 37 20 121 18 6 0 577 0 0 287 0 0 0 0 121 0 0 0 0 0 0 0 0 0 17 20 103 18 6 0 53 0 0 1598 158 0 0 0 675 317 0 0 0 0 0 0 0 0 96 334 278 193 4 0 1452 0 0 1255 171 0 0 0 530 947 0 0 0 0 0 0 0 0 75 372 181 215 8 0 0 Ij13A- 20cs y! 1/ l- G T- D C F F 6 c) AED excursion 0 13 Envelope loss/gain 16607 14966 5106 3741 12 a) Infiltration b) Room ventilation 4392 0 1421 0 930 0 301 0 13 Internal gains: Occupants @ 230 Appliances/ other 4 920 2630 3 690 230 Subtotal ( lines 6 to 13) 21000 19937 6036 4962 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 26% 48% 0 0 0 21000 5558 0 0 0 19937 9527 26% 48% 0 0 0 6036 1597 0 0 0 4962 2371 Total room load Air required (cfm) 26557 1283 29464 12831 7633 369 7333 319 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right - Suited Universal 2018 18.0.10 RSU23828 2018-Mar-02 16:56:47 ndAGRW\ Lot89KensingtonReserveSummeriandAGRW.rup Calc = MJ8 House faces: W Page 1 wrightsofr Right-JO Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Job: Lot89Kensing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name NOOK/KITCHEN STUDY 2 3 4 5 Exposed wall Room height Room dimensions Room area 38. 0 It 9. 3 It heat/cool 13. 0 x MO It 325. 0 ft2 11. 5 It 9. 3 It heat/cool 1. 0 x 155.0 It 155. 0 ftz Ty Construction number U- value Btuh/ W 19 Or HTM Btuh/ ft2) Area ( ft or perimeter (ft) Load Btuh) Area or perimeter (ft) Load Btuuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 V1! G Vt/ G T 12C- Osw 12C- 0sw 2A- 20m 13A- 2ocs 2A- 2om 2A- 2om 2A- 2om 13A- 2ocs 2A- 2om 2A- 2omd 12C- 0sw 2A- 2om 13A- 2ocs 2A- 2om 12C- Osw 2A- 2om 2A- 2om 13A- 2ocs 11J0 1213- 0sw 11D0 1613- 38ad 20P- 13c 22A- cpl 0. 091 0. 350 0. 201 0. 350 0, 091 0. 340 0. 350 0. 201 0. 350 0. 620 0. 091 0, 350 0. 201 0. 350 0. 091 0. 350 0. 350 0. 201 0. 600 0. 097 0. 390 0. 026 0. 068 0. 989 n n n n a a a a e a s s s s w w w w w n 2. 52 9. 69 5. 57 9, 69 2. 52 9. 42 9. 69 5. 57 9. 69 17. 17 2. 52 9. 69 5. 57 9, 69 2. 52 9. 69 9. 69 5. 57 16. 62 2. 69 10. 80 0. 72 1. 88 27. 40 2 35 12. 19 4. 37 10. 46 2. 35 35. 73 33. 98 4. 37 28. 96 16. 92 2. 35 12. 42 4. 37 11. 93 2. 35 33. 98 33. 98 4. 37 18. 51 1. 75 12. 03 1. 41 0. 98 0. 00 0 0 0 0 0 0 0 121 0 48 0 0 233 0 0 0 0 0 0 0 0 0 0 325 0 0 0 0 0 0 0 73 0 48 0 0 233 0 0 0 0 0 0 0 0 0 0 38 0 0 0 0 0 0 0 408 0 824 0 0 1299 0 0 0 0 0 0 0 0 0 0 1041 0 0 0 0 0 0 0 321 0 812 0 0 1020 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 107 16 0 0 0 0 0 168 0 0 0 155 0 0 0 0 0 0 0 0 0 0 0 0 91 0 0 0 0 0 0 168 0 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 507 158 0 0 0 0 0 451 0 0 0 315 0 0 0 0 0 0 0 0 0 0 0 0 398 195 0 0 0 0 0 294 0 0 0 0 t-- G Vi! V)/ Q C F F 6 c) AED excursion 175 1 Envelope loss/gain 3573 1978 1431 886 12 a) Infiltration b) Room ventilation 666 0 216 0 202 0 65 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1200 0 Subtotal ( lines 6 to 13) 4239 3394 1633 951 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 26a/a 4$°/a 0 0 0 4239 1122 0 0 0 3394 1622 26 % 48% 0 0 0 1633 432 0 0 0 951 455 Total room load Air required (cfm) 5361 259 5015 218 2065 100 1406 61 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr gtwlsot^ 2018-Mar-02 16:56:47 tm^• Right -Suite® Universal 2018 18.0.10 RSU23628 Page 2 ndAGRW1Lot89KensingtonReserveSummerlandAGRW. 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: Lot89Ken sing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name POWDER MASTER SUITE 2 3 Exposed wall Room height 12. 5 ft 9. 3 It heat/cool 30. 0 ft 8. 0 ft heat/cool 4 5 Room dimensions Room area 4. 5 x 8.0 It 36. 0 ft2 16. 5 x 13.5 It 222. 8 ft2 Ty Construction number U- value BtuiVft2- IF) Or HTM BtutVft2) Area ( ft2) or perimeter (ft) Load Btuh) Area ( ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y! 12C- Osw 2A- 2om 13A- 2ocs 0. 091 0. 350 0, 201 n n n Z52 9. 69 5. 57 2. 35 12. 19 4. 37 0 0 75 0 0 75 0 0 416 0 0 326 108 15 0 93 0 0 234 148 0 218 186 0 11 V,12C-Osw 2A- 2om 2A- 2om 2A- 2om 13A- 20cs 2A- 2om 2A- 2omd 12C- Osw 2A- 2om 13A- 2ocs 0. 350 0. 091 0. 340 0. 350 0. 201 0. 350 0. 620 0. 091 0. 350 0. 201 n a e a e e e s s s 9. 69 2. 52 9. 42 9. 69 5. 57 9. 69 17. 17 2. 52 9. 69 5. 57 10. 46 2. 35 35, 73 33. 98 4. 37 28. 96 16. 92 2. 35 12. 42 4. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 132 0 15 0 0 0 0 0 0 0 117 0 0 0 0 0 0 0 0 0 294 0 148 0 0 0 0 0 0 0 275 0 518 0 0 0 0 0 0 Vft C Vf/ i- G t-- D 2A- 2om 12C- 0sw 2A- 2om 2A- 2om 13A- 2ocs 0. 350 0, 091 0. 350 0. 350 0. 201 s w w w w 9. 69 2, 52 9. 69 9. 69 5. 57 11. 93 2. 35 33. 98 33. 98 4. 37 0 0 0 0 42 0 0 0 0 42 0 0 0 0 234 0 0 0 0 184 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11, 10 12B- Osw 11 DO 16B- 38ad 20P- 13c 22A- cpl 0. 600 0. 097 0. 390 0. 026 0. 068 0, 989 w n 16. 62 2. 69 10. 80 0. 72 1. 88 27. 40 18. 51 1. 75 12. 03 1. 41 0. 98 0. 00 0 0 0 7 0 36 0 0 0 7 0 13 0 0 0 5 0 342 0 0 0 10 0 0 0 0 0 223 0 0 0 0 0 223 0 0 0 0 0 160 0 0 0 0 0 315 0 0 P L- D C F F 61 c) AED excursion 29 122 Envelope loss/gain 997 491 984 1390 12 a) Infiltration b) Room ventilation 219 0 71 0 451 0 146 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/ other 0 600 Subtotal ( lines 6 to 13) 1216 562 1435 2366 Less external load 0 0 0 0 14 15 Less transfer Redistribution Subtotal Ductloads 26% 48% 0 0 1216 322 0 0 562 268 26% 48% 0 0 1435 380 0 0 2366 1130 Total room load Air required (cfm) 1538 74 830 36 1815 88 3496 152 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed y - wr!L oaR- 2018-Mar-02 16:56:47 Right - Suite® Universal 2018 18.0,10 RSU23828 Page 3 ndAGRWlLot89KensingtonReserveSummerlandAGRW. 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: Lot89Ken sing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC MASTER BATH 2 3 4 5 Exposed wall Room height Room dimensions Room area 5. 0 It 8. 0 It heat/cool 5. 0 x 5.5 ft 27. 5 ft2 10. 5 ft 0 ft heat/cool 1. 0 x 102.8 ft 102. 8 ft' Ty Construction number U- value BtutVftz ° F) Or HTM BtutVft2) Area ( ft2) or perimeter (ft) Load Btuh) Area ( ftq or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 V)/ I-( T= 12C-Osw 12C- 0sw 2A- 2om 13A- 2ocs 2A- 2om 2A- 2om 2A- 2om 13A- 2ocs 2A- 2om 2A- 2omd 12C- Osw 2A- 2om 13A- 20cs 2A- 2om 12C- Osw 2A- 2om 2A- 2om 13A- 20cs 11J0 12B- Osw 11 DO 166- 38ad 20P- 13c 22A- cpl 0. 091 0. 350 0. 201 0, 350 0. 091 0. 340 0. 350 0, 201 0. 350 0. 620 0. 091 0. 350 0. 201 0. 350 0. 091 0. 350 0. 350 0. 201 0. 600 0. 097 0. 390 0. 026 0. 068 0. 989 n n n n a a a e e e s s s s w w w w w n 2. 52 9. 69 5, 57 9. 69 2. 52 9. 42 9. 69 5, 57 9, 69 17. 17 2. 52 9. 69 5. 57 9. 69 2. 52 9. 69 9. 69 5. 57 16. 62 2. 69 10. 80 0. 72 1. 88 27, 40 2. 35 12. 19 4. 37 10. 46 2. 35 35. 73 33. 98 4. 37 28. 96 16. 92 2. 35 1242 4. 37 11. 93 2. 35 33. 98 33. 98 4. 37 18. 51 1. 75 12. 03 1. 41 0. 98 0, 00 0 0 0 0 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 0 0 0 0 0 0 101 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 0 0 36 5 0 0 0 0 48 0 0 0 0 0 0 0 0 0 0 103 0 0 0 0 0 0 31 0 0 0 0 0 48 0 0 0 0 0 O 0 0 0 0 103 0 0 0 0 0 0 78 49 0 0 0 0 121 0 0 0 0 0 0 0 0 0 0 74 0 0 0 0 0 0 72 186 0 0 0 0 113 0 0 0 0 0 0 0 0 0 0 145 0 0 y! t-- G V+/ I-. G y/ 1- D T- D C F F 6 c) AED excursion 8 1 Envelope loss/gain 121 125 322 515 12 a) Infiltration b) Room ventilation 75 0 24 0 158 0 51 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 196 150 479 566 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 26 % 48% 0 0 0 196 52 0 0 0 150 71 26% 48% 0 0 0 479 127 0 0 0 566 270 Total room load Air required (cfm) 248 12 221 10 606 29 836 36 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ wrigF t=C t^ - 2018-Mar-02 16:56:47 Right -Suited Universal 2018 18.O.10 RSU23828 Page 4 ndAGRW\ Lot89KensingtonReserveSummerlandAGRW.rup Cale = MJ8 House faces: W Ir wrightsoft• Right-M Worksheet Entire House DEL AIR HEATING & AIR ING 531 CODISCO WAY, SANFORD, FL3271 PPhhND4Q7101-2665 Job: Lot89Ken sing ton ResetveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER W.C. BED 2 2 3 4 5 Exposed wall Room height Room dimensions Room area 9. 0 ft 8. 0 It heat/cool 3. 5 x 5.5 ft 19. 3 ft2 10. 5 ft 8. 0 It heat/cool 13. 0 x 10.5 ft 136. 5 ft2 Ty Construction number U- value Btuh/ ft2-'F) Or HTM Btutvft2) Area ( ft2) or perimeter (ft) Load Btuh) Area ( ft or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 y! L.- G T= 12C-Osw 12C- Osw 2A- 2om 13A- 2ocs 2A- 20m 2A- 2om 2A- 2om 13A- 2ocs 2A- 2am 2A- 2omd 12C- Osw 2A- 2om 13A- 2ocs 2A- 20m 12C- Osw 2A- 2om 2A- 2om 13A- 2ocs 11J0 12B- Osw 11 DO 16B- 38ad 20P- 13c 22A- cpl 0. 091 0. 350 0. 201 0. 350 0. 091 0. 340 0. 350 0. 201 0. 350 0. 620 0. 091 0. 350 0. 201 0. 350 0. 091 0. 350 0. 350 0. 201 0. 600 0. 097 0. 390 0. 026 0. 068 0. 989 n n n n a e a e e e s s s s w w w w w n 2. 52 9. 69 5. 57 9. 69 2. 52 9. 42 9. 69 5. 57 9. 69 17. 17 2. 52 9. 69 5. 57 9. 69 2. 52 9. 69 9. 69 5. 57 16. 62 2. 69 10. 80 0. 72 1. 88 27. 40 2. 35 12. 19 4. 37 10. 46 2, 35 35. 73 33. 98 4. 37 28. 96 16. 92 2. 35 12. 42 4. 37 11. 93 2. 35 33. 98 33. 98 4. 37 18. 51 1. 75 12. 03 1. 41 0. 98 0. 00 0 0 0 0 28 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 0 19 0 0 0 0 0 0 28 0 0 0 0 0 44 0 0 0 0 0 0 0 0 0 0 19 0 0 0 0 0 0 71 0 0 0 0 0 111 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 0 0 66 0 0 0 0 0 104 0 0 0 0 0 0 0 0 0 0 27 0 0 0 0 0 0 0 0 0 0 0 0 84 15 0 0 0 0 0 0 0 0 0 137 0 0 0 0 0 0 0 0 0 0 0 0 69 13 0 0 0 0 0 0 0 0 0 137 0 0 0 0 0 0 0 0 0 0 0 0 173 148 0 0 0 0 0 0 0 0 0 98 0 0 0 0 0 0 0 0 0 0 0 0 162 189 0 0 0 0 0 0 0 0 0 193 0 0 Vtt T- G t-. G t- 0 C F F 6 c) AED excursion 12 18 Envelope loss/gain 195 185 419 526 12 a) Infiltration b) Room ventilation 135 0 44 0 158 0 51 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 331 229 577 577 14 151 Less external load Less transfer Redistribution Subtotal Duct loads 26% 481% 0 0 0 331 88 0 0 0 229 109 261/6 48%, 1 0 0 0 577 153 0 0 0 577 276 Total room load Air required (cfm) 418 20 338 15 730 35 853 37 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _ wrlgFwtssoTt- 2018-Mar-0216:56:47 A - Right- Suite44 Universal 2018 18.0.10 RSU23828 Page 5 ndAGRWlLot89KensingtonReserveSummerlandAGRW.rupCalc = MJ8 House faces: W 1. l- wrightsoft" Right-J® Worksheet Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665 Job: Lot89Kensing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name BED 3 BED 4 2 Exposed wall 10.5 It 27.5 It 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 Room dimensions 13.0 x 10.6 It 10.5 x 17.0 It 5 Room area 137.6 ft2 178.5 ftz Ty Construction U-value Or HTM Area (ftg Load Area (ftq Load number Btuh/ft2-'F) Btutvft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VLG12C-Osw 0.091 n 2.52 2.35 0 0 0 0 0 0 0 0 2A- 2om 0.350 n 9.69 12.19 0 0 0 0 0 0 0 0 t-- G 13A- 2ocs 0.201 n 5.57 4.37 0 0 0 0 0 0 0 0 2A- tom 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 12C-Osw 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0 L_-_ GG T2A-2om 0,340 e 9.42 35.73 0 0 0 0 0 0 0 0 2A- 2om 0.350 e 9.69 33.98 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A- 2om 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 2A- 2omd 0.620 a 17.17 16.92 0 0 0 0 0 0 0 0 V1! 12C-0sw 0.091 s 2.52 2.35 84 69 173 162 136 136 343 320 T--G 2A-2om 0.350 s 9.69 12.42 15 13 148 189 0 0 0 0 yt 13A-2ocs 0.201 s 5,57 4.37 0 0 0 0 0 0 0 0 I-- G 2A-20m 0,350 s 9.69 11.93 0 0 0 0 0 0 0 0 y! 12C-0sw 0.091 w 2.52 2.35 0 0 0 0 84 69 173 162 2A- 2om 0,350 w 9.69 33.98 0 0 0 0 0 0 0 0 I{-(a 2A- 2om 0.350 w 9.69 33.98 0 0 0 0 15 0 148 518 13A- 2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 w 16.62 18.51 0 0 0 0 0 0 0 0 P L- D 12B- Osw 0.097 2.69 1.75 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 166-38ad 0,026 0.72 1.41 137 137 98 193 179 179 129 252 F 20P-13c 0,068 1.88 0.98 0 0 0 0 137 137 257 133 F 22A-cpl 0.989 2T40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 18 160 Envelope loss/gain 419 526 1050 1545 12 a) Infiltration 158 51 413 134 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) 577 577 1463 1679 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 577 577 1463 1679 15 Duct loads 26% 48% 153 276 26% 48% 387 802 Total room load 730 853 1850 2481 Air required (cfm) 35 37 89 108 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed A ^•••^•••^•••^^•-••••• M Right -Suite® Universal 2018 18.O.1O RSU23828 2018-Mar-02 16:56:47Page 6 ndAGRW\Lot89KensingtonReserveSummerlandAGRW.nap Cale = MJ8 House faces: W 7 wrightsoft• Right-J® Worksheet Entire House DEL AIR HEATING & AIR NG 531 CODISCO WAY, SANFORD, FL327COND4071o1-2665 Job: LotMensingtonReserveSu... Date: 06.03.15 By: BENTLEY 1 Room name MASTER WIC 2 BATH 2 Exposed wall TO ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 It heat/cool 4 Room dimensions 5.5 x 7.0 ft 5.5 x 10.5 if 5 Room area 38.5 ft2 5T8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/112-°F) Btuh(ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vi! 12C-0sw 0.091 n 2.52 2.35 56 56 141 132 0 0 0 0t-G 2A-2om 0,350 n 9.69 12.19 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.57 4,37 0 0 0 0 0 0 0 0I-G 2A-2om 0.350 n 9.69 10.46 0 0 0 0 0 0 0 0 11 0.091 a 2.52 2.35 0 0 0 0 0 0 0 0T=12C-Qsw 2A-2om 0.340 a 9.42 35.73 0 0 0 0 0 0 0 0 2A-2om 0.350 a 9.69 33.98 0 0 0 0 0 0 0 013A-2ocs 0,201 e 5.57 4.37 0 0 0 0 0 0 0 0 2A-2om 0.350 e 9.69 28.96 0 0 0 0 0 0 0 02A-2omd 0.620 e 17.17 16.92 0 0 0 0 0 0 0 0 U/ 12C-Qsw 0.091 s 2.52 2.35 0 0 0 0 0 0 0 0G2A-2om 0.350 s 9.69 12.42 0 0 0 0 0 0 0 0V! 13A-20cs 0.201 s 5.57 4.37 0 0 0 0 0 0 0 0I-6 2A-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 012C-Qsw 0.091 w 2.52 2.35 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 33,98 0 0 0 0 0 0 0 02A-2om 0.350 w 9.69 33.98 0 0 0 0 0 0 0 04)/ L___p 13A-2ocs 0.201 w 5.57 4.37 0 0 0 0 0 0 0 0 11J0 0.600 w 16.62 18,51 0 0 0 0 0 0 0 0P L-D 12B-Osw O.Q97 2.69 1.75 0 0 0 0 0 0 0 011DO0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.72 1,41 39 39 28 54 58 58 42 82F20P-13c 0,068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-cpl 0.989 2T40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion t1 4 Envelope loss/gain 169 175 42 78 12 a) Infiltration 105 34 0 0 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) 274 209 42 78 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 014Subtotal2742094278 15 Duct loads 26% 48%j 73 100 26°/a 48% 11 37 Total room load 347 309 53 115Airrequired (cfm) 17 13 3 5 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr!glstsal't 2018-Mar-02 16:56:47Right -Suited Universal 2018 18.0.10 RSU23828 Page 7ndAGRW\Lot89KensingtonReserveSummerlandAGRW.nap Cale = MJ8 House faces: W wrightsoft Right-M Worksheet Entire House DEAL AIR HEATING & AIR NG531CODISCOWAY, SANFORD, FL 327711 RhNDgp (O1-2665 Job: Lot89Kensing ton ReserveSu... Date: 06.03.15 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area LAUNDRY 0 It 8. 0 It heat/cool 7. 5 x 9.5 It 71. 3 it' LOFT 48. 0 It 8. 0 ft heat/cool 1. 0 x 379.8 It 379. 8 ft2 Ty Construction number U- value BtutVft2-* F) Or HTM Btuh/ ft2) Area ( ft2) or perimeter (ft) Load Btuh) Area ( ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Coal Gross N/P/S Heat Cool 6 11 Vjl L- G VI! t- G 1, 12C-0sw 12C- 0sw 2A- 2om 13A- 2ocs 2A- 2om 2A- 2om 2A- 2om 13A- 2ocs 2A- 2om 2A- 2omd 12C- Osw 2A- 2om 13A- 20cs 2A- 2om 12C- Osw 2A- 2om 2A- 2om 13A- 2ocs 11, 10 1213- 0sw 11 DO 168- 38ad 2OP- 13c 22A- cpl 0. 091 0. 350 0. 201 0. 350 0. 091 0. 340 0. 350 0. 201 0. 350 0. 620 0. 091 0. 350 0. 201 0. 350 0. 091 0. 350 0. 350 0. 201 0. 600 0. 097 0. 390 0. 026 0. 068 0, 989 n n n n a a a e e e s s s s w w w w w n 2. 52 9. 69 5. 57 9. 69 2. 52 9. 42 9. 69 5. 57 9. 69 17. 17 2, 52 9. 69 5. 57 9. 69 2. 52 9, 69 9. 69 5. 57 16, 62 2. 69 10. 80 0. 72 1. 88 2T40 2. 35 12. 19 4. 37 10. 46 2. 35 35. 73 33. 98 4. 37 28. 96 16. 92 2. 35 12. 42 4, 37 11. 93 2, 35 33. 98 33. 98 4. 37 18. 51 1. 75 12. 03 1. 41 0. 98 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101 0 0 232 0 0 0 0 0 0 0 0 0 0 0 0 0 152 12 15 0 0 0 0 380 155 0 232 0 0 0 0 0 0 0 0 0 0 0 0 0 125 0 0 0 0 0 0 380 155 0 585 0 0 0 0 0 0 0 0 0 0 0 0 0 314 116 148 0 0 0 0 273 291 0 546 0 0 0 0 0 0 0 0 0 0 0 0 0 293 408 518 0 0 0 0 537 151 0 VI/ L-- G t- G Vf! y/ t- D P L- D C F F 6 c) AED excursion 34 287 Envelope loss/gain 51 66 1728 2739 12 a) Infiltration b) Room ventilation 0 0 0 0 722 0 234 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 600 0 0 0 Subtotal ( lines 6 to 13) 51 666 2450 2973 14 15 Less external load Less transfer Redistribution Subtotal Ductloads 26% 48% 0 0 0 51 14 0 0 0 666 318 26% 481 0 0 0 2450 648 0 0 0 2973 1420 Total room load Air required (cfm) 65 3 985 43 1 3098 150 4393 191 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed a -'- wrlghtsol't^ Right - Suites 2018-Mar-02 16:56:47 Universal201818.0.10 RSU23828 'gyp`...ndAGRW\ Lot89KensingtonReserveSummerlandAGRW.rup Calc = 10J8 House faces: W Page 8 Wrl htsoft® Duct System Summary Job: LOMKensingtonReserv... 9 Date: 06.03.15 Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Project• • For: RYAN HOMES 3774 CRAWLEY DOWN LOOP, SANFORD, FL32773 Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.270 in/100ft 0.270 in/100ft Actual air flow 1283 cfm 1283 cfm Total effective length (TEL) 126 ft Supply Branch Detail Table Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH c 115 3 5 0.461 4.0 Ox 0 VIFx 3.8 70.0 BED 2 c 853 35 37 0.328 6.0 Ox 0 VIFx 18.8 85.0 st2 BED 3 c 853 35 37 0.414 6.0 Ox 0 VIFx 12.1 70.0 BED 4 c 2481 89 108 0.374 6.0 Ox 0 VIFx 21.0 70.0 GREAT RM h 3816 184 160 0.280 8.0 Ox 0 VIFx 29.4 92.0 SO GREAT RM-A h 3816 184 160 0.291 8.0 Ox 0 VIFx 24.7 92.0 st1 LAUNDRY c 985 3 43 0.447 4.0 Ox 0 VIFx 6.0 70.0 LOFT c 4393 150 191 0.411 7.0 Ox 0 VIFx 12.8 70.0 MASTER BATH C 836 29 36 0.312 5.0 Ox 0 VIFx 23.9 85.0 st2 MASTER SUITE c 3496 88 152 0.319 8.0 Ox 0 VIFx 21.6 85.0 st2 MASTER W.C. h 418 20 15 0.296 4.0 Ox 0 VIFx 29.7 85.0 st2 MASTER WIC h 248 12 10 0.309 4.0 Ox 0 VIFx 25.0 85.0 st2 MASTER WIC 2 h 347 17 13 0.306 4.0 Ox 0 VIFx 26.1 85.0 st2 NOOKIKITCHEN h 5361 259 218 0.270 9.0 Ox 0 VIFx 33.8 92.0 SO POWDER h 1538 74 36 0.283 5.0 Ox 0 VIFx 28.0 92.0 SO STUDY h 2065 100 61 0.274 6.0 Ox 0 VIFx 32.0 92.0 st1 Supply Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 802 635 0.270 574 16.0 0 x 0 VinlFlx st2 Peak AVF 201 264 0.296 483 10.0 0 x 0 VinlFlx wrightsoft" 2018-Mar-02 16:56:48 Right-SuiteG Universal 2018 18.0.10 RSU23828 AMPage 1ndAGRW\Lot89KensingtonReserveSummerlandAGRW.rup Galc = MJS House faces: W Return Branch Detail Table Name Grille Size (in) Htg cfm) Cig 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 AL 'A' wrightsoft" 2018-Mar-02 16:56:48 Right-SuiteQD Universal 2018 18.0.10 R$U23826 Page 2 ndAGRW\Lot89KensingtonReserveSummeriandAGRW.rup Cale = MJ8 House faces: 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: 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 El Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation inspection Component Criteria checklist (Table R402.4.1.1 - one page) El A completed Envelope Leakage Test Report (usually one page) El If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 3/2/2018 5:26:25 PM EnergyGauge@ - USRCSB v6,0 Page 1 of 1 s 0 I! 11 1 ia oir av i ims i \ r 13 ii 3' bath duct C16 r t i t0 roof Cap _ s s w/fan o o Nutone 76RNB7'kitchen vent aa o to wall cap j x4 1wcd w 0 ccx 14x8 lwcd 4. 160 E 4' 09 8• l 1040 2wcd i 220 4, C1 qr: aa SOxb lwcd r S,BWE= 3 }t8lwcd I I I 8' rag 14x8 lwcd j 01 U d 2 TOYi( 9' I 3 d ID 4 14' 6• x4 1wcZ3U1 10x6 lwcd r as 16x r- w ice' O 1' i CO m O 45 lw 1Q, Zi 1' a 1 Ox6 rag 0 P 3 ZA=0x6 rag 3a ryas LV LU (1j j Z ---- - i 6' • 6C O lOx6 lwcd d 10 6b0 lwcd 1 — Q Z U all Ox6 rag 454 O OW y 5, gg i t O v T.c s N x 4 Oi d Ox iw 9 F' as ac a O \ :3 A/C a 7' 2Oxb rag cY) - N 3z Ta Lo> 6' N bd . s fryM 12x6 lwcd 6 lwcd 190I ENTRY w eea X >rW-ra Li r------- 7 N r-r aA > 3. 5 TON W/8KH 0-240V 1PH E CAB G:IBAGE O D platform by w.ras \ W bldr :- a 3 n 5' 1843 plen D Z W scalet- 24x14 rad w r-VA6i 3> eaaw IL 1 wz o WW x r-r amp owl ------------- 10 Z 2 G/) M — Q z o z D (T- W `p W Q(4CC) YCDPq Rating o U) w Z z o UJ Jaa D .J O D Q Of Must have a MlnImun clearance of 4 inches around the alr handler per the State Energy code, All duct has an r=6 insulatlon value. CO [L —i V) Q Q Ll mm I VTlk1 11,6 3 V-rA- 3 /V 3 11 J, 4 V7V---''. I/ A i _rw Inc. R 1 `0) PI 1, ( o 1 1Y DESCRIPTION AS FURNISHED: Lot 89, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryon HomesINVR Inc. LOT 90 Al A\C F1 5.00' 1 M 5.00' - LOT 30 PALM HAMMOCK ALLOTMENT PLAT BOOK 1, PGS 104-105 N00111 9,09 "W 40.00' r - - - - - A LOT 89 2J. 4 7' 1 LANAI PROPOSED MODEL SUMMERLAND—A 2 CAR GARAGE RIGHT 8. 7' M L6 L 16 DRIVE125.,20 25.20' 4x*1011 Ell LOT 88 4) 5.00' 10' UTIL ESMT j — — 342.92' J. A P.C. I eE>F 15 L4 %4 4' GONG WALK A cut? 7, ATE4.} t —.ro _— Ok to construct single family home with setbacks and impervious area Shown on plan. qs.'504 zme SU(y)ryje'(' l(:"Y)6 - t' &P, N00*1 9'09 "W 40. 00' 50' PRIVATE RIW) CRAWLEY DOWN LOOP PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY F V'tPERDRAINAGEPLANSPLOTPLANAREACALCULATIONSREAR = 20' PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 2,230± SQUARE FEET OR 48.57. SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A LOT CONTAINS 4,600± SQUARE FEET SIDE 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS = 31.0' %q_09 LIVING AREA CONTAINS 1,5481 SQUARE FEET SIDE 10' FOR 75' LOTS CONCILANAI 1PORCH CONTAINS 682± SQUARE FEET SIDE STREET = 25' CRUSEiVffEEER — SCOTT ASSOC, 11VC — _LAzVD SURVEYORS LEGEND LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PLAT PJX. 0 PINT ON LINE NOTES.* FFIELDTYR. TYPICAL CURVATURE IP* • IRON PIPE P.R.C. • POINT OF REVERSE LIKE IRONRODPZ.C POINT OF COMPOUND 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF R C.N. • CONCRETE MONUMENT MAD. • RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472,027. FLORIDA STATUES SET I.R. 1/2, I.R. / NLR 4596 MR. • NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SM THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERED W.P, • WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P. O.B. • POINT OF BEGINNING CALL. CALCULATED OR CASEMENTS THAT AFFECT THIS PROPERTY, Pac' POINT or COMMENCEMENT PR. • PERMANENT REFERCNCE MONUMENT i • CENTERLINE r.r, FINISHED FLOOR ELEVATION 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N& D MAIL I, DISK B.S.I.DUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY, R/ W • RIGHT-OF-WAY Bum. • BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. EASEMENT 81IL BASE DEAR ING 7 BEARINGS, ARE BASED ASSUMED DATUM AND ON THE UNC SHOWN AS BASE BEARING (B.O.) DRAIN. DRAINAGE UTIL. • UTILITY S. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1920. UNLESS OTHERWISE NOTED, CLfC. • CHAIN LINK FENCE P. CfRnF,1C;4E OF AUTHORIZATION No. 4596. WD. FC. WOOD FENCE C/ 5 CONCRETE BLOCK SCALE I- I' Igy.. P. C. POINT OF CURVATURE P. T. RD T OF TANGENCY CERTIFIED BY. DATE R No ORDERDCSC.• DESCRIPTION R . RADIUS L ARC LENGTH PLOT PLAN 02-19-16 979-15 D DELTA C • CHORD C. B. C HORD BEARING NG MA I URAL GRADE (PER CLIENT) NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN - 70A4 . 1 X. - CRUSE - USENM - E YE, o W. L' THEESTABLISHED100YEARFLOODPLANEASPER "FIRM" I ZONE " X' MAP I 12117CO09OF (09-28-07) JAMES W. SCOTT, R1.5 Ad AM Awl ROO TRUNSEi A FLORIDA CORPORATIO 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FCC: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:89 / MODEL:SUMMERLAND / ELEV:A / GAR R JOB#: 71408 MASTER#: WRCSUAL OPTIONS: LANAI P Ilk Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A,•1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCSUAL Site Information: 3ustomer 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: amity: 3eneral Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special oading Conditions): 3esign Code: FBC2017/TPI2014 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 his 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 onforms to 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. do. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date A0181849 A01 12/8117 13 A0181861 CJ2P 12/8/17 25 A0181873 FL04 12/8/17 A0181850 A02 12/8/17 14 A0181862 CJ3 12/8117 26 A0181874 FL05G 12/8/17 A0181851 A03 12/8/17 15 A0181863 CJ4 12/8/17 27 A0181875 FL06GE 12/8/17 1 A0181852 A04 12/8/17 16 A0181864 CJ4P 12/8/17 28 A0181876 FL07 12/8/17 i A0181853 A05 12/8/17 17 A0181865 CJ5 12/8/17 29 A0181877 FL08 12/8/17 i A0181854 A06 12/8/17 18 A0181866 D01 12/8/17 30 A0181878 FL09G 12/8/17 A0181855 A07 12/8/17 19 A0181867 FG1 12/8/17 31 A0181879 FL10 12/8/17 t A0181856 B01 12/8/17 20 A0181868 FG2 12/8/17 32 A0181880 FL11GE 12/8/17 A0181857 B02 12/8/17 21 A0181869 FG3 1218/17 33 A0181881 HJ6 12/8117 0 A0181858 B04 12/8/17 22 A0181870 FL01 12/8/17 34 A0181882 HJ6P 12/8/17 1 A0181859 CA 12/8/17 23 A0181871 FL02 12/8/17 35 A0181883 HJ7 12/8/17 2 A0181860 CJ2 12/8/17 24 A0181872 FL03 12/8/17 36 A0181884 J6 12/8/17 he truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 moot 1 russes, M. Truss Design Engineer's Name: Anthony Tombo III Ay license renewal date for the state of Florida is February 28,2019. JOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. he suitabilityand use of components for any particular building is the responsibility of the R wilding designer, perANSIfTPI-1 Sec. 2. he or too Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the40 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 [All Roof russes or specific location]. These TDDs (also referred to at times as 'Structural oiquauysigned by AA Tombo Engineering Documents'] are specialty structural component designs and maybe p f tro] ecrs deferred or phased submittals. As a Truss Design Engineer (i.e., SpeciahA l h DN st=Florida, I o ny Pierce,o=Whole House *• i,.•`.. Engineer), the seal here and on the TDD represents an acceptance of professional Engineering, L-C., cn=Anth Tombo, ngineenng responsibility for the design of the single Truss depicted on the TDO on'1{t email=Anthony Tomboywhen Wilding Designer is responsible for and shall coordinate and review the TDDs for t) (,JJ yam+* +== — tad ; t9: ° IAL # : ompatibilitywiththeirwrittenengineeringrequirements. Please review all TDDs and all Anthon elated notes. 3 B BC A2 2100 00 00 00 4C 12 37 DF Page 1 of 2 r Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 YMA-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCSUAL Jo. Seal # Truss Name Date 17 A0181885 161? 12/8/17 18 A0181886 J7 12/8/17 19 A0181887 1-01 12/8/17 10 A0181888 L02 12/8/17 11 A0181889 L03 12/8/17 12 A0181890 M6 12/8/17 13 A0181891 WE 12/8/17 14 A0181892 MG7 12/8/17 15 A0181893 VM3 12/8/17 16 A0181894 VM5 12/8/17 17 STDL01 STD. DETAIL 12/8/17 18 STDL02 STD. DETAIL 12/8/17 19 STDL03 STD. DETAIL 12/8/17 i0 STDL04 STD. DETAIL 12/8/17 it STDL05 STD. DETAIL 12/8/17 i2 STDL06 STD. DETAIL 12/8/17 i3 STDL07 STD. DETAIL 12/8/17 4 STDL08 STD. DETAIL 12/8/17 i5 STDL09 STD. DETAIL 12/8/17 i6 STDL10 STD. DETAIL 12/8/17 i7 STDL11 STD. DETAIL 12/8/17 i8 STDL12 STD. DETAIL 12/8/17 i9 STDL13 STD. DETAIL 12/8/17 i0 STDL14 STD. DETAIL 12/8/17 it STDL15 STD, DETAIL 12/8/17 i2 STDL16 STD. DETAIL 12/8/17 Page 2 of 2 Job Truss Truss Type IQty IPly I RYAN HOMES It SUMMERLAND A0181849 A01 Hip Girder TTrusses, FortPierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:21:40 2011 rage ID:? sOQvilzBGko2hFpRYibzzzOpep-aks_d[OFfg7tnE1011tJmgBJlel1 urixlwPcO_yB2 1 0 7-0-0 12 4-9 1 T 7-7 23-0-0 30-M _ M -0-9 F1- 00 7-p-0 -- T— W 5- 4- 9 5-2-13 — _+ - 5 4-9 7-0-0 1-0-0 2/ 25 LB it ov o, — 4x10 = 2x4 II 3x8 = 500 MT20HS= 3x6 = 2x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud TCLL 20. 0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.29 10-12 999 360 TCDL 10. 0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.58 10-12 624 240 BCLL 0. 0 Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 7 n/a n/a BCDL 10. 0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.34 10-12 999 240 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP N0.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc pudins. 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 Installationguide. 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 (lb) or less except when shown. TOP CHORD 2- 3=-5140/ 1712, 3-20=-6367/2231, 20-21=-6367/ 2231, 4-21=-6367/2231, 4-22=-6367/ 2231, 22-23=-6367/2231, 23-24=-6367/ 2231, 5-24=-6367/2231, 5-25=-6390/ 2241, 25-26=-6390/2241, 6-26=-6390/ 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= 0/ 504, 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-second gust) Vasd=116mph; TCDL= 5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 Ib 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 7-0-0, 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 lb 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 20-11-4, and 240 lb down and 238 lb up at 23-0-0 on top chord, and 365 lb down and 82 lb up at 7-0-0, 88 lb down at 9-0-12, 88 Ib down at 11-0-12, 88 lb down at 13-0-12, 881b down at 15- 0-0, 88 Ib down at 16-11-4, 88 lb down at 18-11-4, and 88 lb down at 20-11-4, 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. Dead Load Dell. = 5/16 it 400 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 164 lb FT = 0% 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(F) 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) Writer Ikess Daetp} t aNe• M'k-I Wi IIDSSfSNI GWIA1 IIM k(40110Krm1Dk'Wfr^AfA k%K11' Ma. TaAt kslre prenaasw rw sx Ms Irms kiya Dtretq;IDDjwne Atkael less ID.PL[datxtSkn shun use. DtkssetkavNe sakimtM [DD,+tM mkek:amMt lklt: skDk wrMMrDDkN teM. Aselrnshuptegaea e..SNMnfywaMswman lDD npesM,a.ngaeced0.apRtuxx l7mann atM+aomM MksMnAW saylsrmskp ntfaMi w{. wain 1. 4a lnytaseapws:kMptwnku; sanlaal Anthony T. Tornbo 111, P.E. t w,u ti nts lressM mkDaplsMraspcaDgr slat Deta: nt 0utaiaebrutl tpaaM ka&ty Dea}a.kMUWattnr nr. nt NiwMlabbkky nk MltlJ.@t glre,adMlOAw m*MNwdgt)rxs, msFnt}kmFat sMr}t; acaDeDnwkaiq 55eak Wrtyasiiard 80083 WDa+ly Do- tKaaw(eeoaM. kDinks saNkDe rC wMpaaaeswr,il,MesNSe r,ignlfee/tmaStkry tNlmw,x5lilaauMglnwSmkaei&smctlMparel rylket. InIarksM lSPaakaMtwMvsdlee Bess Wslpm.tmx DsgalNntuwlms km+MMa,aku 4451 St. Lude Blvd, tAtnw wwHaiw Mq eed gaammgktD ports k+tlyd. Ik lnss Desyn ftpartnl101lt Wlq Eest}er.a Inn Srsaa( dmt iakal. III sam'daim— Wall. Int Fort Pierce, FL 34946 Z(oppitbl R(IIhAItoollresses Anthonyt.lomboIll.P.E. teptoduktioalIbisdaumem,isanyImm,isprollhitedWithout Ike wtibeapermissionfrom AIRoof Trusses - Anthony 1.IomhoIII .P.f. WRCSUAL A02 Hip 1 1 A0181850 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@aItruss.com 8-120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:3 ::02 2017 Page ID:?sOQvilzBGko2hFpRYibzzzOpep-a6ZX80ZbXyl3OxEdmOQW 7GNxa IzQwvBemNIPmXy6: F1-O-Q 9-0-0 15-0-0 21-0-0 _ 30-0-0 6-0-0 f ---- 6-0-0 9-0-0 1-0-9 4x6 = 3x4 = 4x6 = Dead Load Defl. = 3/8 it 9 Q O 3x6 II 3x4 5x6 W13= 4V 3x4 = 21-" LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.36 10-12 999 360 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 FBC20171TPI2014 Matrix -MS Wind(LL) 0.16 12-15 999 240 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 No.3 1-6-0, Right 2x4 SP No.3 1-6-0 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 accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 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=-134512186, 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; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 Ib uplift at joint 2 and 357 Ib uplift at joint 8. LOAD CASE(S) Standard 3x6 II PLATES GRIP MT20 244/190 Weight: 133 lb FT = 0% Y.kp Nor oanglr rrrttw or'kI rQGr ItoSSESr4ElEf1"b 6ENEA{! IEd44 A rrIGK NSf9t1{Rmtl'. MikNQiEYfllfNr MK. Yndr gsgr Iwamkrt M 4W mks m kn rrKt VrSp Rrrwq;f nw1 mtArNmr L IHw 19. p E.Idw4au'kw Mwr ru Ness cM4,lst tklM a 11r NI ak WlN twrna Wks cY Mrul k4 of 1pwk4M.l;rinsshx:plq.rx lr.. SpmN.fa.ett', ne rrrlwrn thk:ryreswn®rueMenedA. pdeK.rKr,p»nry rKla,Ad nm Mr h,xaw w1141nS, apuMKOR t ay.4Mam ne RsopKwpws.My4Mukes.4raa.h4. Anthony T. Tomha III, P.E. w rk a aw Iron h4 w. Gawy i4 hr oykakawr a nr a,rmr, qk onw ; 4x::v . oe R. anpw. w ee tKrre k nr ac. A4 ; mtM wr In l kr q,.,.s dor lao M Kt tnk r:f ktk hK4,.rbey array aarq ksMkw oNkwny, k N.;r,pK fi axrWrykury,mrratkkr-Silmre"O.O.oeIts W Al pwMet0P40.r,oft Wtor unpnea W'k Mx.mk;auiywdrd>f Im fsta a u0rrme4&"..1 SKr. Ikdkfire, ke er NMSMMSAd.rnts Or 80083 moan"W.4 ko.''Wwi..!l "—at N rN pnk,ineAM Inn rnscpru irpaer nNCim4 AAA & almtsrsk.' siwtiM uga.rrrss S4s Bgaea aN lmn ka4maarr, x5en 4451 St. Lucie Blvd. f ti}e' ,rprrw Amr ihMq. rfl tepoGted kl.S n4 K fAa4/ k RFI. Anthonyl.hmbofllp.l. Reptodwdionofthisdeetment,insoy fowaprohibiodwithoutthe wcitt"permissionhomA-1Roof htssts- Anthony l- Tooke III, ?.I. Fort Pierce, FL 34946 Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A03 Hip 2 1 A0181851 4x6 II Pierce, FL -d4-§4-Cde—sign--@-al—truss.comttruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:21:41 2017 Page ID:?sOQvilzBGko2hFpRYibzzzOpep-2wPMr5PtQzGkPOKcJTOY12kWk1eYdRM4 a8AWQyB2: 19-0 0 22-10-8 30-0-0 31-0-9 7-1-8 — ----I - S 10 8 - - f --- -a (} 0— - - -f--- 3_ t 0 $ i— ---- 8 - -- ' -0-0' 5x6 It 5x6 11 Dead Load Deff. = 3/16 it a 13 3x4 = 4x6 = 3x4 = 06 II LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.58 13-16 622 360 MT20 244/190 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(TP12014 Matrix -MS Wind(LL) 0.36 13-16 995 240 Weight: 129 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 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 2-7-15 oc pudins. BOT CHORD 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.guide___ REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 - 1260/0-3-8 (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 (Ib) or less except when shown. TOP CHORD 2-3=-1169155, 3-4=-2186/1561, 4-5=-1968/1385, 5-6=-1800/1341, 6-7=-1968/1385, 7-8=-2186/1561, 8-9=-1169/55 BOT CHORD 2-13=-1261/1953,12-13=-961/1800, 11-12=-961/1800, 9-11=-126611953 WEBS 4- 13=- 362/394, 5-13=-1521438, 6-11 =- 1 52/438, 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=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 339 lb uplift at joint 2 and 339 lb uplift at joint 9. LOAD CASE( S) Standard 0Roi' leap - Mau paa raae ae'A-I 1QCf ig6SFS 4'SFt(FA`4 H#£fii iEMS p (Ja6VMRaS ipSIRMI'rftft': h'bb(trtit&##r ma lair Ms/p praMlnt M mr Mat M m, imt 9ttrp &aaral;IWj M pt Maart C lama A.t-E ldarw SaM Mar ast. pdesxadavna sPma M M tpp. eat miM amcm Wit sMpaxMm Ml aNtam. aaatrast#esya tpmrx tU. SMM!Egwal P-Woo wtt Ma oo—fMpMu,aM m asrapmatq retpataAn "olktsalrxt*"w#a iMMM.Wv IM 1. iM kspanualant, laMaindnnat uMap Anthony T. Tomtio 111, P.E. 480083 Zt afaa{" W(aMamii akttxadaail00MMpmttMpddandatI""I""SWeidaawaakSl)paatWa7IMMSK4at'e-4mpwdpdwe.IplMaasfatu:;pntxAmtMadatdMlntsaasMaa,iistsptsgaEapMaMlmsaaadaMa..kttt 4451 St. Lucie BW. N1m'taaptrtlMnrtW*"Wtyaa-n6ass 4tmufgwa date aada} ap apb4Mmntxo-ufdarla lRl. Fort Pierce, FL 34946 Capt+ith1V?0I6AItoolhvuerAafhooylAombolll,P-E. trprodncrieaotffiisdatvama6isantEmm,isprabipitedwidrWffbearinaapemnsioafromA- 1tool11tues-Adkoeyl-Iombolli,?J, WRCSUAL A04 l Hip Job LAND A0181852 tes, tort Fierce, hL :f494b, design cgi attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 1 t21:42 61 — —___1 — --- i-- ID:?sO-Q—viflzBGko-2-hF—pRYEbzzzOpep-W6_zk 2RQV_.B._HOb_1 YupsAv.nrFsHdsRurMumE Q oo 1-0-0 -5_6 4-0-0 66St0- 4x6 tl 4x6 II Dead Load Dell. = 3/16 it 4x6 11 3x4 = 06 - 3x4 = 4x6 11 10-6- 8 LOADING ( psf) SPACING- 2- 0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.45 11-20 799 360 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 FBC2017ITP12014 Matrix -MS Wind(LL) 0.31 13 999 240 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 6-0, Right 2x4 SP No. 3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. 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 = 126010-3-8 ( 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. 11; 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 358 lb uplift at joint 2 and 358 lb uplift at joint 9. LOAD CASE(S) Standard PLATES MT20 GRIP 2441190 Weight: 133 lb FT = 0% akat} tMtst outgnt ma. da'kl 0f 14USSES 4-uttEr: %tflA[ lEIMS 1 C]l 1tIG7S NSIOM ltlYEt^, ktlAgdFi@CMFI(' Mm. TeAP kaytpmexls W +aa luau r hs Ems 9ry1 irtrat;l i at9e kuwP1 C ltea IM. it. w.., shw teat az. T* .0 kith iMAiW oes'W. Aogr iPlaloo NM 4311(ts4 P'Etgpx5t.5tt:an!Et alef„Ik iM tlMa iBQ 114w5MPttt}I<•fP44 KtMtaM npuay ltya+idnrM it MgaA snpbl e55 ntasMMaa }rr pa}.Itkl tqE i4t ksyn NttlltlMi.l at lttenaM fWtlAa} no.0 afa lms+ u wt MatntlsMeskusitlarapl0vw,lkt O.vn`sr uetyaeK ief {0esgacaik sakwdla NE.it 9f bittaaM aM of ltt-1 Re epn.adt+e 6 wt er beNredM€ins.wN(aghNtey n=qe, asaRaix MhwAt cSrek a,Py«+ana}d Anthony T. Tornb80083 lit.P.E- e.trn{ryk,;pa( atouur.k9tapstiaNaMIC@WMpalnmyr aehesttAlkNgq(tatamaSaarnlaxna,xSlittknsgfylnaelNtixPiAnnsNgrNtaaEwbarm-Eaeoaaltl uxaae,aAealmdielmzCt 6tcde Mwna Mwlh dxrtca prMaparxuryNMEaW4ina,d. Ek [nnA ,Not fa " sgm.tmsshespk x Mlrm lletAxumskss 4451 St. Lurie 81vd. oT`-*Pa tNiy CWpm.a lass 5rsaln Etpxa Aal null IW cq aVaerass eaakbNa REl. Fort Pierce, FL 14446 opplilit$f016kitnitrnsses Whonrl.losballI. P.E.Replododio of this dwo"a in nnl low is psohibted ar4w the written pe—stionhoiA-I Rol hisses 1.Eombo EEL P.E. Job Truss Truss Type WRGSUALI A05 Common At Roof Trusses, Fort Pierce, FL 34946, design a altruss com 4x6 II 10-0-15 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 K ID:?sOQvIlzBGko2hFpRYibzzzOpep-? 22-0-1 5.00 12 4x6 = 3x4 = 4x6 = 30 19-11-1 , LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.43 12-14 841 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.68 12-14 533 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.18 12-14 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. M,Tekr-e66Wriiendhs thatStaE izers and required ross bracing be installed during truss erection, in ccordance with Stabilizer Installation rLuide. 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. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 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 BOT CHORD 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=-471/701, 8-12=-425/553, 6-14=-4711701, 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=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 MERLAND A0181853 11:21:43 2017 Dead Load Deb. = 1/4 it 1R. R. 4x6 II 30-0-0 __--._—j IO-0-15 PLATES GRIP MT20 244/190 Weight: 137 lb FT = 0% Yreq-tku, bwwlitise sr tk'AItp$Eli&fsfS{SEtkIKk6tlilAl IEbKt(=J AVffiMRIM ERr1ER';A!AIOi1fYHlEJr hne iahAslp E eMsWmleeo-swMs[ms3asp AMA}9ARiwdOr M4eq L1W+M.fCIdaw«SNrtid enn wialov. m!w-V.. ay mtnt r tna ,M xnam e[m hnbl. ki.I kv bitt*;"..sptiw'fm a„xe.1e nate naname eu<aWr Krts xa np,erM se+n s Ek F. of segx tansap Nas. Ino*,"* m[. F a„n,alaw,,xNpinrenws.,wrtmq Anthony T. 1'ombo I11, P.E. ua ci,i aw ki=.Msimcsaml aueo.,o.vwRaav yna«aaa ee.ermnade as x N a.+n we[n-r a n.ea t r w.0 rn 3Gn,.nn x,.na..Fx ars ;a+r a 80083 b tan6y eef w w4Ctetblw."iaeffi Wow Dow aiP.*"*rm-ilmIW*4Em"Mwih0-to."Ujohm"III 04G(F4451 St. Lucie Blvd. Aurstw MoNheiiw>Kl greip gmaesanlhdl Eatn ixahN Ik toss resrp Epaar nA0l azimGsyx.a twss frstt fttdim N+MW. IN napro8aus wealAi.ef is RFt. Port Pierce, PL 34946 aprnghtDtpld A -I foot trusses-AelhuarLlemho Gl. P.E. teptodurtisoal this dotonrout iuuer low is prohibited w4wt the wrmeu is"missicuhom A-Itoolhessas- Aothanp 1, tombs lll, F.E. Job ITruss ITruss Type IQty IPly IRYANHOMES /SUMMERLAND A0181854 WRCSUAL A06Hip111JobReferenceoIt.., 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. Fri Dec 8 11:21:43 2017 Page I D:? sOQvl IzBGko2hFpRYibzzzOpep-? IX6GnR7ybWSeiT?QuROOTpmrJQ5HiNRudG?JyB2 11 0 6-p-5 9 0-0 10-8-0 15-0-0 21-0-0 23-11-11 30 0-0 1-0- 0- 6- 0-5 —I-- 2-11 11 - 1-1-8-0 f -- 4-4'D .. F — ---- 6_p ----- - t.Y 2-11-11- { - - - --6 0_5 - 1_0_ Q 4x6 II 3x6 = 6x8 4x4 4x4 = r0 14 3x8 = 5x6 WB= 3x8 -- LOADING ( psf) SPACING- 2-M CS1. DEFL. in (loc) 1/deft Ud TCLL 20. 0 Plate Grip DOL 1.25 TC 0.79 Vert(L-) 0.35 14-16 999 360 TCDL 10. 0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.79 14-16 454 240 BCLL 0. 0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.08 12 n/a n/a BCDL 10. 0 Cade FBC2017/TPI2014 Matrix -MS Wind(LL) 0.21 14-16 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-9 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) 12 - 1260/ 0-3-8 (min. 0-1-8) Max Horz 2 - 86( LC 13) Max Uplift 2 = 336( LC 12) 12 - 413( LC 13) Max Grav 2 - 1260( LC 1) 12 = 1260( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 730/249, 3-4=-2248/1576, 4-5=- 2086/1470, 5-7=-1723/1251, 7-8=- 1904/1404, 8-9=-1897/1384, 9-10=- 2056/1441,10-11=-2244/1560, 11-12=- 726/240 BOT CHORD 2-16=- 1290/2006, 15-16=-1367/2180, 14-15=- 1367/2180, 12-14=-1281 /2000 WEBS 4- 16=- 187/257, 5-16=-249/471, 8-16=- 462/344, 8-14=-346/369, 9-14=- 290/509, 10-14=-174/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom charI 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 336 lb uplift at joint 2 and 413 lb uplift at joint 12. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE( S) Standard Dead Load Deft. = 7/16 it 06 it 30-0- 0 9-0- 0 PLATES GRIP MT20 244/ 190 Weight: 150 lb FT = 0% Yrwr-r# nt Mru eae.xt'1-Iwra ltkSSF{('SitlB'i, bEAai[IEW!( IItM ibSf9Mt 191it"NkMQtP„p6rV1r hm-tnh BsiR pweas Mgadsue»M14ti tras, W, IrraK(IrQ!al N1aNAt.I—MIrkHl—Wwrifonme 9rk,A—rwoeMIn nh Wttt:mmMt nowmmk tom W at Men,"aw lrt i(Ni limfinlma,it. 5pmlp ttraW our 4alaourInYrfefmu-tionor llbnllllSgMF M rOktttl ftfhlf Mt}1N MIPi1r1l RR 5mtlf 1tti5GRIMMhl Tomr,-M lnl fToomvo,,oiumrR, h1M'.10m,, piMdA .w.uaarc( mu w.a;ir rnatnya,a aanww.4«o.w',..ea:rgmKwtWr4ga,n..ranndntar,ae wa« arcw.wtnr ne nwdripew.vdesrradnt'rn,.anans,q:;x<uye,Msrwmw.e«mr,ttakst npmadeea Anthony t. 80083 wmkTumbo [ II, P.E. b 6tsTm'att(aaadr. AA or, ponttrtt pdrtan dmtIm"ttartama SdNt nwrana',x51}pWsadgln Miltiwidotmd bt rmmd pdtwa n te5r„tlrc,es}asrgt9ae,wesiacd efms asyter tms ks +:gwagta;,r alaera.,aen +' 8Q0$3 t au NhM lymtpFM yreea+ pte.mhrbta rppks haNrte.IN[os asap igM«,c Atli sr ualky auym.e tns its'e, FyHc«atw way 4N tnucN ors as es Mad tns. 4451 St. Lucie Blvd. Fort Pierce, FL 34946 oppitht 12014A-I Joellrrnus AntlmaytJumbolll, p1 teprotuaienofibis rlooronl,inmaylow ispobibitedwithout ,The wtmentormissmirfrom A-Itot trusses AnthoayLJumbo 111,r.L SUMMERLAND A0181855 1/iRCSUAC A07 Roof Special Girder 1 1 At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8,120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:21:44 21 I D:?sOQvl IzB Gko 2h F p RYibzzzOpep-T V 5 V T6S mj ueJGs2 B_byFwgMzh Fargei Wg' 1-0 6-5-7 10-8-014-4-0 18-64 23-0-0 26-1-3 30-0-0 1-0 9 -_ 6_5.7--.._--------f---------4_2rt$_ .--I---- 3$_Q --f- 4_2-4.,rf-----_-4-5-12 —'- 3 1 3 -... 3-10-134 -0- 4x4 = Dead Load Defl. = 5/16 it 4x8 = 5x10 MT20HS= 3x8 = 6x6 = 400 = 5x6 = LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 20.0 Plate Grip DOL 1,25 TC 0.98 Vert(LL) 0.32 11-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) 0,61 11-12 587 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0,35 11-12 999 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except` T4: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 "Except' B2: 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. BOT CHORD Rigid ceiling directly applied or 5-9-5 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 guide____ REACTIONS. ( lb/size) 2 = 1828/0-3-8 (min.0-2-3) 9 - 2771/0-3-8 (min. 0-2-5) Max Horz 2 = 86(LC 8) Max Uplift 2 - 540(LC 8) 9 = 929(LC 9) Max Grav 2 - 1828(LC 1) 9 = 2771(LC 1) FORCES. ( lb) Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3626/1083, 3-4=-3324/1033, 4- 5=-3308/1021, 5-6=-6027/2023, 6- 7=-6027/2023, 7-8=-5790/1939, 8- 9=-5801/1966 BOT CHORD 2- 14=-974/3266,13-14=-1590/5317, 12- 13=-1590/5317, 12-21=-1683/5396, 11- 21=-1683/5396, 9-11 =-1 723/5235 WEBS 3- 14=-316/299, 4-14=-662/2255, 5- 14=-3048/1123, 5-12=-453/1015, WEBS 3- 14=-316/299, 4-14=-662/2255, 5- 14=-3048/1123, 5-12=-453/1015, 6- 12=-268/193, 7-12=-331/776, 7- 11=-328/1290, 8-11=-139/270 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; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali 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 540 lb uplift at joint 2 and 929 lb uplift at joint 9. 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 23-0-0 on top chord, and 1522 lb down and 540 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, 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 (pif) 01DI e] PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 172 lb FT = 0% Standard Vert: 1-4=-60, 4-5=-00, 5-7=-60, 7-10=-60, 15- 18=-20 Concentrated Loads (lb) Vert: 7=-193(B) 11=-365(B) 21=-1522(B) Ysey- Ikrw M,aftry eaa+M'kl NCd FIt4SiS(&UEt"t0hEhht Fk14 i(,'ow"(Us10M t91Er, AcuoFrrUMtMr fen rnp M9p prwex!sa1r+N.ro,ran r+r,trs: aeene;lauya Fe wMmrI«,a+lA.t.[wawa sts 1b»«es udns dYx rs«MereMlBb, axt MAkieeeM pRet shah k+ter qe Nlt@Rkrp! I"l—kupwtrr1 tt.5trtWt!tq+n.k ae ngweq 3Dh geesemweuprte AiM p6ama wpaeerah n>tMsdda! l6 kspdasagb [!nsb Mpik the air. wle m-1. for lesy«esseefnns,IMq mINNeh sMelda! Anthony T. Toribo 1, P.E. ee. aaaarmsemwrquraewpwiaeAa«oww aw awuNgwewwaegaupe.aaewwndn«x.w ea a.amp«uawrnrnT ande«taadw,hewtsink s..aweyawayag.460.waaetseakkmyononftd 80083 M he4+q ies#ia al(emaar. la wes sxawn«roMx«peam se pd«pwsahwq.tt..pwa wxa wM.mw;v}puswlt rn wrsaA a«eRaww qr {aaa pwa« nH laxs ae ap.uxwk, wr 8asaik raw B«,gw:tast e«sap:aw«sa msMwixn w+.as 4451 St. Lucie Blvd. efarae oeleefheieeael epM ewteuwryktW pros kedeM. tk Ines O+ap Egeee+s Wteu NMny deupar-elnss Stsleaf+pew dwt MNer. hh ap>e%taenesaeaz ed.era rrtl Fort Pierce, FL 34946 oprntkt A ttl6 A -I tool irosxs Aothoar L tomho llL P1, tep odetdta of this doroweal, in say foem, it ptoh,bi ed wohoof llte wnote pummin horn A tool Times Aatheey L lombe 111 P f. Job Truss Truss Type Qty Ply RYAN MOMES ! SUMMERLANQ WRGSI)AL BlCll Hip Girder 1 A0181856 ruses, Fort terse, esign a1truss.com Run: 8.120 s Nov 12 2017 Print: --8.12_0 s Nov__M_ 12 2017 MiTek Induses, Inc. Fri Dec 8 11:21:45 2017 Page I D:?sOQvl IzB G ko2 h F p RYi bzzzOpep-xhftg SSOUCmAu?dOYJTUTuvC U f_MZEOgvC6 N 3ByB 2: 1-0-0 7-0-0 10-8-0 14-4-0 21-4-0 22-4-010-0 — 7-0-0 _ _ _ 3-8-0 f 3-8-0 -- -- i 7 0-0 6x6 11 1.5x4 11 5x8 = 1.5x4 II 6x6 II LOADING (psf) SPACING- 2-0-0 CS'- DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.14 11-12 999 360 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 FBC2017/TP12014 Matrix -MS Wind(LL) 0.16 10-11 999 240 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 1-6-0, Right 2x4 SP No.3 1-6-0 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 1 cross bracing be installed during truss erection, in VaccordancewithStabilizerInstallation_ guide. f REACTIONS. (lb/size) 2 = 1761/0-3-8 (min. 0-1-8) 8 - 1761/0-3-8 (min. 0-1-8) Max Horz 2 = 59(LC 9) Max Uplift 2 - 582(LC 8) 8 - 582(LC 9) Max Graav 2 - 1761(LC 1) 8 = 1761(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1215/236, 3-4=-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=-906t2997 WEBS 4-12=01503, 4-11=-267/735, 5-11=-575/384, 6-11=-267/735, 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=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 7-0-0, 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 10-8-0, 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 7-0-0, 88 lb down at 9-0-12, 88 lb down at 10-8-0, and 88 lb down at 12-3-4, 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, 4-6=-60, 6-9=-60, 13-17=-20 Concentrated Loads (lb) Vert: 4=-193(B) 6=-193(B) 12=-365(B) 1 1=-70(B) 5=-123(B) 10=-365(B) 21=-123(B) 22=-123(B) 23=-70(B)24=-70(B) PLATES GRIP MT20 244/190 Weight: 100 lb FT = 0% 1/8 it axwq-tlfkft 4wa¢h Etta* (It'AI ! 1ttSStS i'Sf11fY16AA1t8C IfIMS a r anQN (UStQn {RPir{` {{i QrEiQ6 Ar xflft Tadr (111 Plflktlaii /If fN1 MF4 M (aF i1455 Rf3*1 wkllta '} a/1t {IMF I.IMMI I®-il. Rt{ftNk 541a iQRk FF0. dfii Wafl51 FMIk 9 at IINL MY wtN;wwnapack, anxnNp a R9wNtkna { kenzBuM nata;, pwagtpwa;.a sxwap106optanwafutNnkpWt aa.ptmMmymaawaa fRsaw µghhasanana a t66w. wMFRI ttare4aaitywsawq waaw ,aatan wi uaa i ns . 6aagisaf Mki+aa nroaa,sonwtNwvtaMraaeaaagPupa.aa.wanaa<ar.m akwra w arini rt kaa4n.tawrmna{.admit s. ., 6nanr.amrewwa as s uaaa N Anthony T_ 8""' Itt, R.F. taNa ki'#aaa(akaaat. tsaas,a.Anak{e4wtrapw"I"INdaa inkw aapsa.kasaa'aasamwixv)Manratrtotwmiakfa-4*1—fr+wka. In.iaawsaa, sia,wa caaalmsoe .r,tsc ; 80083ztaAtrvtukdae/Fkt(aiam grad rw aw mkfHka rnaM a.klM. iN rmt9tutefryM+a naQlMNapq hwlwcalnis 4rs+ka` A to tspaax agw. atrya upata ay hksf 9"""..aakss 4451 St. Lucie Blvd. qaw wi MWry apataM a!a4aknaAaNalnl. opttighl02t16Adtoot Inum-Aat6oarflambaIII, P.1. Repedaktieoatthis domnroabia say fwm,4poli4isedaithorIke minenpermissfanfmaAItog Inises-Aft{6arfiosaboIII, F.f. Fat Pierce, FL 34946 Job Truss Truss Type City Ply RYAN HOMES / SUMMERLAND WRCSUALR B02 Hip 1 1 A0181857 ses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2011 MiTek Industries, Inc. Fn Dec 8 11:21:4b 2U1I Page ID:?sOQvilzBGko2hFpRYibzzzOpep-PtDFuoTOFWu 1 V9Ca5O_j?5RSj2LNlkpp8ssxcdyB2z 1-0-0 6-0-5 4-0-0 12 4-p 15-3-11 21 4-0 22 4-0 1-00 _ 2-11-11--------3-4-q .. 1 2-11-11 6-0-5 1q0 4x4 = 4x4 = Dead Load Deft. = 1/8 it 3x6 II 3x4 = 3x4 = 3x4 = 3x6 II LOADING (ps" SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.12 11-20 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.26 11-20 978 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.10 13-16 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-8 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 - 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, 34=-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, 9-11=-824/1282 WEBS 4-13=-310/347, 5-13=-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; 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) 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-M wide will fit between the bottom chord and any other members, with BCDL = 10.Ops11'. 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 PLATES GRIP MT20 244/190 Weight: 97 lb FT = 0% aaaap- naax Hagar r+r«* 'z-i eta ttfsss±•sElar c(ur ttW r ra rtms c mw±'nr;r; ;Ra4urrex(ar . a,ae M,a «as, «a rrrara, «wr twss a,, Rraraq paR} wsa aalarr r. rasa wg, rt.la««« u«+M«a+u ada,r «wea:aaa «a .. a wt«:aaaMpr«aanasnt«armaaraw. autr«sasaptagaaaxiie.sKKwq[epaa«y a«n«anreu,apnm,«aaa«acrrraepmwax«y«aer a,f.waa.arrmy,aaesagaesaatax:«rareR«y.«artni uaxsgaa«a ra,.aaagr«a c.,aaamq Anthony T. Tomtw 111, P.E. Zt aM au daa im,tn«t tmibgn Mrey«,adh«ae Axm.rEe Or«isuanxatap««Ma baAN@aprn.nln wauiane ar.aeaMwa?e.ang«k grin-i. 4a grnrtaatflwmMawane s,«a aA nrw as ibxrp. «,aarn««at«ugak a saspnAAtrd 1180083 aawayaa.«t«o««ir«asuaa•aroaaaan,ansugaaaa,dr«fgraaemaa.maxvipaaasrin«rai«aarc«aap«aya««elnir a,eeelau«aa,waaaaakt sRau a«tmsa atq«ma suaa«amess dx•aM (kai«am mi ma«ara paafaAas kxalM. raf«ss fksyr Fpiamna@I to baq¢.,gm-«tmsSrur«fgNsx Rag aRn xeax «,nre «rn-i. art PieSt.rce, FL Blvd. Fart Pieree, FL 34446 rifirl t02Rt6Aitoallrosses-Aat6oar 1. ta«bo III. P.E. Repralamaa of tdisdacomoat is any form, it prohibited v:itdoot the or pmoidsioa from Ad Roof 6ossas-AatAoar 1. Combo lll, @.f. WRICSILIAL IB04 ICommon 4 RYAN A0181858 I W Pierce, FL 34946, design@a1truss.com -kur—y-8-1-26--s-Nov -1-2-2-0-17-Print: 8-120 s —Nov 12 2-017 M`ifekln dus_tries, —Inc. Fri —Dec 8 11:21:47 2017 Page ID:?sOQvilzBGko2hFpRYibzzzOpep-t4nd58Ue?pOu7JnmfjVyYJ_dZSbv I 9HZMWbU84yB2z1-0-0 6-5-7 0 4- 1 0-8 6-5-7 4-2-8 4-2-9 6-5-8 4x4 = Dead Lead Deft. = 3/16 it 3x6 11 5X8 =- 3x6 11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL, in loc) Ildeft Ud TCLL 20.0 Plate Grip DOL 1.25 TC OA2 Vert(LL) 0.17 9-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.36 9-12 720 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.07 9-12 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. M-i-fWk recommends thattWb Ki ie—rs—an_d_required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. _ REACTIONS. (lb/size) 8 852/Mechanical 2 915/0-3-8 (min. 0-1-8) Max Harz 2 = 95(LC 12) Max Uplift 8 245(LC 13) 2 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/52, 3-4=-1436/1081, 4-5=- 1130/856, 5-6=-1131/857, 6- 7=-1440/1084, 7-8=-954/104 BOTCHORD 2- 9=- 869/1274, 8-9=-874/1280 WEBS 5- 9=- 401/606, 6-9=-376/449, 4-9=- 369/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=1 116mph; TCDL=5.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 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 245 lb uplift at joint 8 and 274 lb uplift at joint 2. LOAD CASE( S) Standard PLATES MT20 GRIP 244/ 190 Weight: 94 lb FT = 0% WWI IN attr Anthony T. Tornbc, 1111, P.E. mw», ww.% ROM* ro". ON W-o;.46 pkoo i, T pwd PA., 80083 4451 St. Lucie Blvd, Zt (4PyqMC?Q1bAIkWI ...... Aslhpq T. lamliq III, P'L I'limfiflu" of th., dw—M ..$of We"s r*b44m v d .th, Mt. peww" 1'.. A I 1041—w koh"y 1 1.41`14 111, Fort Ptece, Ft- 34446 Job Truss truss Iype sty rry KYAN HUMtZ5 / Z:iUMMtKLANU VVRCSUAL' Cii Corner Jack 10 1 A0181859 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 Is Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:21:48 20 10:?sOQvilzBGko2hFpRYibzzzOpep-LGK?JUVGm 7811TMyDROBSWXsJsA7mf76bAL 1-0-0 ._.. 0-11-11 i1-0-0 0-11-11 t.5x4 = 0-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.17 Vert(LL) 0.00 5 999 360 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 FBC2017/TPI2014 Matrix -MR Wind(LL) -0.00 5 999 240 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 purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. CMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation 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 = 5(LC 1) 5 = 88(LC 8) Max Grav 3 = 12(LC 8) 4 = 11(LC 3) 5 = 150(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 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 2-0-0 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 lb uplift at joint 4 and 88 lb uplift at joint 5. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% 1lms Uaamh rp *,XI t0otItU59tt=,"SR[rtU1[UtIRAAC'JMCIIWri!USlllM Ptlt(e'}ttG4 IIfAr Ma- reh ship Isaims of aNtars aMsims8esyr AavM{IOC4WArc tMaq I. Iadtq-FE. taaaa sore Warn tldesa Maria caneaor Too,++h Mitt[aacM pact slnPM*sNNile llRaarMt. horns kvlatyata 5e. syaaa!Eepw`,ta sdater(eR rryeseeaaasgHaadognkssard tapaaeaq reaas dn*Hrhtapdtaespelrn, teNMaMttrowir.aMr Lql Ue ksga aagnwx.NMgttadMt: aXlltsf Anthony T. Torrbo 111, R.E. a1wdA s lntt te}LAkrylsdt tayaNdAtdmt orm,P oar`s wdamispaa Ml.ddry Mvyar,a4rmW dla N(.ae IK MMIdd eNegap al lAL facia"dalkl"Wo!low doe?tm,asWrtMM gaga, a;Mdia NMNy WAa Sauyta+i&tta :80083 ar4+Way a,Mww(Wata. to abs tde,+.Ml Mae pouxa NpaeM.,aMM lgi}1ugwMsdNrlMiwrM,%C$pditlMylAal lt(L aeidauradMpwdynMte-IYrt as!Is astasMaMe, staasax. errs NN a.lrns asye?gaea al bns MlaafaMa Waco 4451 St. 1.ude Blvd, Nina MaNat;aeal arM+twnrSgghtB fast wdrM. to Mzt tN3l to .a to}r Srsaa, da? nA reotast a>a fdnNafRl. Zt ' fart Pierce, FE 34946 toppight C!ftl6 A -I tooflmsser MthonyCioaba tll. P.E, teptoloNon of this dxoaeo4istoy low isptohihitedrrllhool Ike .aiflopetanuos Iron kl foot lases Annecy 1. Tombs III, H. uba IWe Ury Fly RYAN HOMES / SUMMERLAND WRCSUAL CJ2 Corner Jack 4 1 A0181860 Pierce, FL 34946, design@altruss.com Run 8.120 s Nov 122017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 1121:48 20 ID:?sOQvIlzBGko2hFpRYibzzzOpep-LGK?JUVGm7811TMyDR085W XtRsA7mf76bAL 1-0-0 1-5-11 2x4 = LOADING SPACING- 2-0-0 CST. DEFL. in loc) I/defl Ud TCLL 20.020.0 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 FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 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; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5,Opsf; BCDL=5.0psf; h=25ft; Cat. 11; 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 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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% nnq-Mm,kaaprsn,e.M•kl tRRf IgftSiS('SrUfCk QHl86IQK4t( 110.75!vsroM "tr(Et^,.Fs7gQF,! Ar qna [nIr A3p MamnntwleM wR,«Po+Tressirs kirp.I[; a1M1e.W r!.tea»M-eE 10-19smae*nr 1” wh ktn n,a:kr ryes JaNk,W In 5, R4aknNl. k, Lnc kup lagReX te,Sp9ln fgMlt: Ik sgMmt06r peuanna,wu„f( p#,axNad eepee«,q resp!Mk±kr 4, ke kme xgl,lmr kpdfr M In.*,.* 1' -I. lk les,p nu+pw+:Maq nMarat, wnn Pk Anthony T. Tombo Ill, P.E. M,udarc l,cu to ntr aagn4„nMasRa ry AAt Oxw..gdr,n`c aaAwaNapawk 4Aiq ky n.ie4sM,p,IMNL 9e 9tMNMm nI Mr Mrll.t tk7 nN MkINWM kw,. AM I'm, Ok"WooRn' eetMlpMa W 0-400 le 1. „spnidar0 80083M'+loq ese+woaanv. 1A enes xst N A M M m pamsn M p isx, slt raNry 1. S u..m,. (K'I1rghNq at Ih M iNt re,dnmx4kn paN pwn:. RS- auras les,spastkYan M f,ks al m, Ims a,ym has kwpegr„ M Irc;s Wnhsbra. nsn, nx.,niet-wka(amnarM,na up i.ms a, ro„nd. rk(m,Be;ettetse,,,,, witkk aurw.e t+,cssnxe E,pnn dw, Mrq. M4 sgta Ma!s aenklaMw m 4451 5t. Lucie Blvd. Fort Pierce, FL .34946Captrrgldt2016A-Itaaftroxas-Aufioert[a,eballLP.E. tepobma®dMaeM itdaa,iunrfam<ispwMibitedwidhatlhar<ritlaapamissionlmatAdIa fiuusAalEaayt.lam9aIII,F.E I WtRCSUAL' I CJ2P AN HOMES / Comer Jack AO181861 Al Roof s --Nov- russ.com Run: 8.120 s -- Nov- _1_2 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec age I D:?sOQvilzBGko2hFpRYibzzzOpep-pSuOWgVuXRGcMdx9n8XQdk32MGW MV6NGgg4bCyyB2zr f -- 10-0 i------ 1-5-1 t V 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 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 WB 0.00 Horz(CT) 0,00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.00 7 >999 240 Weight: 6 lb FT = 0°/m LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.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 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 _ 43(LC 8) Max Uplift 3 - 15(LC 9) 2 - 109(LC 8) 4 = 13(LC 9) 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; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; 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; 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 2-0-0 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 15 lb uplift at joint 3, 109 lb uplift at joint 2 and 13 lb uplift at joint 4. LOAD CASE(S) Standard x..et-Pam« w. nra. x.'x- too ttP tts{^auu`s otxtrrt t tt z. ra anou tesm ^mt^ aauan +ortrr ie° rap ks rr t,rc a „a,+r,» x„ t,, armor a,wq,raelane r r r,.,, w-rt. tder,ar sk° #art a u r„ a#,.n« nod w 4r aP a.n rbrK waa. ta43,Mx#relarx,48.#nx1. As, ums 0e°M tq.ox (n.Nra tq.smr N,sM.x!SM r rwn e°r.ueaaepa,:»wr ar nrw,dn a,++ngnsmr uy,trs,aexndsar r.#r. wn tnt rc.ks,nsMpw,.aatgrwa m:, aq Anthony T. Tombo 111, P.E. Mese dtil.Ims a?wr ludMnu Mres eslMrdaeOw.,.e Onarisrelaaud,ss.. xe t«,tA,{nnga,. xe randmld. xse(rdx, W. aAAry uM Mlni 1#gH,rddYri mf,wl.d nedme lrn,..rFagN d.t ssnp..sMMim mt#rup s>tAkae;rsrwsaed ; 80083 x,x+oky 0ttq er..G,o.M.44""d,..N[Do .dftvms.4PAOx,drr1."4,nrW**.W;il'Ait*h+odlIn-#W4ee;aewWar paa P*.'ma aAaes as rtspuf#nss e ar+,At#Ims asyw.t;„, Pesp;,q atrt, nautxMa: ewvn 4451 St. Lucie Blvd. 4n,,;umindWe(masnrd+pr#n.q krA r.u. kedrd. [k[nn 6esgr try#m nFCllewN.q Cevps..Ins, trtaa lNre. dot Md.y- tq°gsed.:.s me rill. Rsl. Fort Pierce, FL 34946 Capni hi lYlll6A-I taut[rosss-AnrAoxyi.iamb.III,P1. txpal.eiexofMisdaccnwet.ixlxyfxm.isproli4iltdwitdanOtt wine.PxrmissianhomA-Itwitossts-A4"yl.lom@oIII ,P-t. auu i uns I cuss 1 ype WRCSUAL CJ3 Corner Jack L7 RY ERLAND A0181862 1eNov 1 Reference (o Industries, Al Roof Trusses, Fort Pierce, FL 34946, designQaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, ID:?sOOvilzBGko2hFpRYibzzzOpep-HfSmkAW W IkOT 1__ _' 0-0 2-11-11 1.5x4 IIti1FSTi1 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-5 >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 FBC2017lTPI2014 Matrix -MR Wind(LL) 0.00 4-5 >999 240 Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 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) 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. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-166/258 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5,Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 6aaoM tkls!baryatr eaa mE'A-tWFlt@ssts{"SEtI(i`iwaittime (NIIINIIQNs tUSfQMz tfl'.t^,.A1AQfi3U1FNr Ma.5rd!hsfte IxwEtxfMm/nEk4rMt ltnS Defye AlrrR.;IBDYMere lghn I.1m IR.I.E ldRlaE 51!!1 #krk o-se. Udn4aw- mefN!E Wlnn .* p4kfrMn N.rxMa+ rt4MN w 4AT-WITH 1.14.WfttlNu«'y Rs,Eau En top 1m4".roe lNplat.am 141 tpe tlsye n,lalapf.IECMy rMq`n4.vMluat aalroeiom lmf*w. kaagnarrasr.aaarry 0 to 6tw.4dndfaleYruH tpaa4r Wtly prtgar. as AeuMadOr RL eE lC aNMlaot NdayuM ai lfll. Rltgarweimt lBRMar Wa nreiMtrrts. axF6tghaRnq tbarrr. asaaeixa aotk Aaik r i! Anthony T. TOf'I()O III, R.E. MHY gAeupu aei(ao w Fit nefcka .okNew a* pro" w1paar4dIk W4.1 U."Seiler M ".,'KM) rN,00 er Or .1 i1rave, furwdM1E 1potter!. mi+l8rso om,S # ft I— kvr. j-Zf 80081 Zt laMXlu MAwdMjaiwlKlrAsaeEwamolekdlpnYEraaalM. tat Fras peup £gaaE a69I0lp rq hapaxtern Srsxsf dui .IN :p.tpxx nllnss#%# Wen.ewfx 4451 St. Lucie Blvd. ryaerr aMa} upWsaNaraserenillaxlotlNl. Fart Pierce, FL 34446 oppigb10 2016 AItoottrusses - Aotboar L Eombo Ill, P.E. teptodomoa of this dostment, is tits form, 4 ptoAibiltd witbaot the tr'010 pnmisioa bam A] Real fosses - Antpeay L lomho 111: R.E. FJob-----------TTi—Uss _ Truss Type Qty Ply RYAN HOMES / SUMMERLAND IJAL' J4 Corner Jack 4 1AQ181863 At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com T Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:21:51 I D:?sOQvl IzBGko2hFpRYibzzzOpep-mr08xWX932WKcw4XuZaui99L7394z?tY 1-0-0 3-5-11 2x4 = r ----- - 3-5-11 — — LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC OA9 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 FBC2017/TP12014 Matnx-MP Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 SOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. iTekrecommends that Stabilizers and required cross bracing be installed during truss erection, incross with Stabilizer Installation uide. REACTIONS. (lb/size) 3 - 83/Mechanical 2 - 205/0-8-0 (min. 0-1-8) 4 = 44/Mechanical Max Horz 2 - 71(LC 8) Max Uplift 3 = 54(LC 8) 2 - 145(LC 8) 4 = 36(LC 8) Max Grav 3 - 83(LC 1) 2 = 205(LC 1) 4 = 60(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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 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-M 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, 145 lb uplift at joint 2 and 36 lb uplift at joint 4. LOAD CASE(S) Standard 1-[arse ax«Ksfrxax ie'k-I rodIRSKRS{1fttEN!6tlRis t[bt5F(kRARQr<t%S[QM{'tdt!t^,F:nP+I;(fMurr Mn{rcdE kvpNaearsMsae mRsm Weimssksya&m;lh@te/a«lewq LI—s.K Wa+ lAwrol m&elesstllaeh«saaiaae mlerr. wr pexs+Me krse/Mae rCaiM nM. ««ims hs e Etpmr e,ww", Nilow, mesMamrlW+ryreuM mxmaa«sa«peanmHerquaernuaul4atWMks4esae,Dryµtnss eepxMaet 74P eNt.xM t#1 tk ksge mswpots.xagimMem !MsaAr Anthony T. Tonibo III, R.E. eM.seAoalmsk m!twEae{n ae mransaq ssd QMw, bti,nv'satlauN yver ae adery bsi}er,bas smkddae 1p.4NM Wsl Jsq ak ma In-i ae gxus sae iBl Mcn AeN.sedae 3rres, sxleaNtµ,saegr: ksMkM«wIl #axg sfmkae,rtryrnae'fes 80083 matuiNny snae ram.w-Wphs asr¢AdneFaumwrws sae uany GaEwaSY9r lsuwb,KA!lsh4#rn se Sl[t eeiMrwaiM geaN pMwtt. IY:-i +a,art>r,ac.%ds«an ao aarc st e+et=ns@ssgr*, buss 9rcpn«.r rir4s usarxtwrc.m 4451 St, Lucie Blvd. MxnuMrrtl ttafxext epM »K*f" s'eepeaswrirq Ik[nss C sip PapaeraeC Ihpolka Deuprer a[<«yst(tam E4Plen seg MrMry. IN cga«sresaxs aenldsNall€i Fort Pier(e, FL 34946 appigbt02QlbA ltool[rosses Aathae7 f.[omba 111, P.E. Raprodosiaa of this datmea4iuer lam, is Prohibited r ithoot Ike wrinte Pvoluvoe from A Rao[[losses - AtllinyHomboill,P_[. WRCSUAL 1CJ4P I Corner Jack 4 J A0181864 N eu ign@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:21:51 2017 Page ID:?sOQvIlzBGko2hFpRYibzzzOpep-mt98x W X932WKcw4XuZaui99L7394z?tYHBZhH ryB2z 1-0-0 3-5-11 t_0-0 2x4 = 3-5-11 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 4-7 999 240 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 FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installatigrw ide.M REACTIONS. (lb/size) 3 = 83/Mechanical 2 = 205/0-8-0 (min. 0-1-8) 4 - 44/Mechanical Max Horz 2 = 71(LC 8) Max Uplift 3 - 54(LC 8) 2 = 145(LC 8) 4 = 36(LC 8) Max Grav 3 - 83(LC 1) 2 - 205(LC 1) 4 = 60(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5,Opsf; BCDL=5.Opsf; h=15ft; 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; 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 2-0-0 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 54 lb uplift at joint 3, 145 lb uplift at joint 2 and 36 lb uplift at joint 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 12 lb FT = 0% Mwwl.oaaawaewr,—*%I tocf 14gski Nkit"k WONIEMf NC,vrostwiiii4rwr.,cwP:mato'law.wnNeugpaaMs*at aa, a sa I., Aesgr aeral;ICtrya! seN t.1 m.t1.td— Saw arcs r,e. Ndns Mama sMN a se 1, wt mtea: anmr Ras aa a¢ae la se NwaaaNl. trrl nr Nes[.pw r. baccmn Eyaea,, ae raiaat lap nnrwnmarpaarNau poarawe paayas ,a r>an.a,4+wme sage Gn, agKxtaoelNN mn. arami. to mq rasa aa:.. gra ;: ,airaor Anthony T. Tomho 111, P.E. uaarcircs+ rarer eeeyaaAa a a.a,,aanai a wpewage kN aer a.armurdnear.,axteNee.!seaagrwwln-i ta rwamtaAaeaPneu,a netra, rvar..mrwx«.a canaa»ayaaaarw <' 80063 aat.+ gas W oaaw- t9weswalase lwMna paMaae rod., OWhW t(.wswwr renew ;as IMNnma fsmsq AU."M"lor paw wgtee IP I adflw,#e wt»sawa,all+acaae ess, a,rpn.lsns mcgt:ryae«.rt h„ ra. rss 4451 St Lucie Slvd, woa• sa lNeeNke(wrw spa/spnaaMryheN pa,awsN.IaG..uauge Fpaas nNDlhtWag gerpa-a lass se,as'gaaadwr waat. IN ataN,NtawrasawwNal/bl. fOR Pierce, FL 34946 oprug6107016AItoot CrosserANshonrC[om6oIII.P3. teprodoNtienof1hisdoamom,inany form: ispit"iIsled"llimthe wunt"puso'n.4ofrom AItootbosses-Antloer1.tom6ofliP.f. IWRCSUAC ICJ5 ICorner Jack 10 A. M. M21 A0181865 design@altruss. com Run: 8,120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:21:52 201 / Page ID:? sOQvilzBGko2hFpRYibzzzOpep-E 1 aW8rYngLeAD4fkSH57FMhSgTV XiS6iWoJFpHyB22 1- 0-0 _ 4-11-11 I1- 0-p 4-it-11 e- t 1 LOADING ( psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC OA6 Vert(LL) 0.02 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) 005 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 FBC20171TP12014 Matrix -MR Wind(LL) 0.03 4-5 999 240 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 4-11-11 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 guide. REACTIONS. (lb/ size) 3 = 127/ Mechanical 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. TOPCHORD 2- 5=- 242/456 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; 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 8r MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) 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 48 lb uplift at joint 3 and 130 lb uplift at joint 5. LOAD CASE( S) Standard PLATES GRIP MT20 244/ 190 Weight: 17 lb FT = 0% iaay fkex naagde retie* nr'SI e4tf Il6XSEi s'fEllEC.6eMAi I(tle16 (:Rrdfl4il (USt4M "teiH'", A71N!i!;t6pflr la¢. tat despe p+anas ml nMeaes a Ins tmc afs+p 3reeag;lOG; N M 6Mn tlesie Itl. r[. (dasae Sha Mae na tldess edxnu saki a M Z. ede AgLe:aeata pens ddi k'+tNMk molsts dd. nse1— OSsge(ellena is' ApmAn[haea„sn.0 R4rgrnan wmMaae drb pint- leespnasp a"'60101n da Mgedld sere Lm,"M a Or lot ft mInI ik ksge ttaappes.lega sMaaes, snM Nq Anthony T. Torino I1I, P.E. WesedMstmsmWNehssMnynsnAnrdde4+a: M4eariana,NryedaAe4dagkcyen.n4eudeddneM.fleIKaIMWaMid akWlfrlteegpadd9et elmMd.udaeirxc.Mngla u}s#aqe,usdRaaratMaaa4;ank6e rspnsdeatd ,—ft0083 Iktldd"h' J rM(emsar.lonw,taedaneM®WMpedmstieraid-dlkMdngGamedSderrManche;KNipebsANpMissiKA—Mreaedtat-9V tie 4451 St. Lucie Blvd. e6aesa Maelpe( eeFen mat gaaRnepkeN pMs aedrN. totnttCeuge Eepxu:s tlOtYNeleg besyar.a tif,s Spsaa Eepea dap nfdag. eAoiad!anc ass MndafiFl. Fort Pierce, FL 34946 Cepyrighla2016A-IRon[ bosses-Aetbeay1.lembeIII, P.E. teprolertioeofthis dow"ort,inonyform, isprobibitedwitheviThe wrirenpermissionfhomA-IRoof lrosres-AntAoeyl.lombolll,P.E. Job I Truss I Truss Type Qb P1Y RYAN HOMES / S WRCSUAL _JD01 IHip Girder I1 L 1 A0181866 Job Reference foptional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:21:53 2017 Page ID:?sOQvllzBGko2hFpRYibzzzOpep-iE8uMBZPbfmlrEEw0 cMoaEaltkORo5r1S2oLjyB2: t-0-0 5-6-0 10-8-0 t5-10-0 21-4-0 _ 22-4-070-0 ~— ---- 5-6-0 5-2-0 5 3x6 = 5-6-0 1.5x4 11 5x8 = 1.5x4 11 LOADING(psf) SPACING- 2-M CS1. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.23 9 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.47 8-9 542 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.47 Horz(CT) 0.10 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.29 9 876 240 LUMBER - TOP CHORD 2x4 SP No.2 `Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-3-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 1522/0-8-0 (min.0-1-13) 6 = 1522/0-8-0 (min.0-1-13) Max Horz 2 = 39(LC 8) Max Uplift 2 = 616(LC 4) 6 - 616(LC 5) Max Grav 2 = 1522(LC 1) 6 - 1522(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3942/1490, 3-17=-4792/1792, 17-18=-4792/1792, 4-18=4792/1792, 4-19=-4792/1792, 19-20=A792/1792, 5-20=-4792/1792, 5-6=-3943/1490 BOT CHORD 2-10=-1368/3698, 10-21=-1368/3722, 21-22=-1368/3722, 9-22=-1368/3722, 9-23=-133313722, 23-24=-1333/3722, 8-24=-1333/3722, 6-8=-1334/3698 WEBS 3-10=0/410, 3-9=-407/1222, 4-9=-565/368, 5-9=-408/1222, 5-8=0/410 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 616 lb uplift at joint 2 and 616 lb uplift at joint 6. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 lb down and 254 lb up at 5-6-0, 80 lb down and 101 lb up at 7-6-12, 80 lb down and 101 lb up at 9-6-12, 80 lb down and 101 lb up at 11-9-4, and 80 lb down and 101 lb up at 13-9-4, and 254 lb down and 254 lb up at 15-10-0 on top chord, and 146 lb down and 71 lb up at 5-6-0, 59 lb down at 7-6-12, 59 lb down at 9-6-12, 59 Ib down at 11-9-4, and 59 lb down at 13-9-4, and 146 Ib down and 71 lb up at 15-9-4 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: 1-3=-60, 3-5=-60, 5-7=-60, 11-14=-20 Concentrated Loads (lb) Vert: 3=-207(B) 5=-207(B) 10=-137(B) 8=-137(B) 17=-80(B) 18=-80(8)19=-80(B)20=-80(B) 21=-52(B) 22=-52(B) 23=-52(B) 24=-52(B) Dead Load Defl. = 114 it 3x6 = PLATES GRIP MT20 244/190 Weight: 90 lb FT = 0% Zt6r. N neese a.eylk r.kr au'bI RIIQi ItYiHS SEIIfA"y6FIalAE IEIkSaeJl&IIpM Ora(9N;'!r(EM,=aEAlp!FiEt€wtar Me T.Re ksq.pe.xl.s wl raers.Xos lzQss ksylkmq;l6@idae Ae.mEtle.k m.PF ldere.e Sk. kk..e.%kssdiuNw %Wwk=0 lhlw ee*riot,W-0WaeR9•k.k. ksatress msge Erpmx 7....spots.Erpe.; desMxmr[W repesanapn+ku<daepMswml rtpm..!req.!aklr4sMks!p Amr s.tlelsskpeMaMrA0 mll, Wxtn1. Iklesne... tow to"a kr, raaap al.uam.lms«wk .a,r. akhet.ea..r,r,ae.',.xr.uw Anthony T. 80083 III, P.E. kw 'sM+ qea. nr kAagksip..µee ua.lrt lie NE. ae NOe l.Nkaar caerAlnl tkgp.adae FaaM mWN..dMAxs,nNaq laaw nrrp..e.a.in mtk.y swgksie resp.sAdat rt +' 80083 .e tµ't a. erMEma.W. cn aks sa r k Ec4,w Ek p«.m eeEp six,aae keay k.p..o say, ra..w pwpu sodh In* iva—d—dw peaxria.e. Ir,Maeµ.:k+esp.wak,wkkss ro.l.sk,m., lrossaesya;ggeaalms!a+I.M..uk. 4451 St. Lucie Blvd. eoµm. krarthaiwM.apao ».µµrHlp areawk+µea,e, rkI.es kap irpa.,saorme kakq ksgr... InnssTsh. i sre. a.n iaM.l. rpwawa...... kloo µm-I_ Port Pierce, FL 34946 oproohl02016Adtool Trusses Aat6e.rLlambolll.P.f. Reprodottio.ofthis 4ocomentitanylum,isproblbitedwah"Ithe .1theopemissworIt AIROW Imses-Aotbseyi.lombeIltN. Job Truss Truss Type Qty Ply RYAN HOMES / SUMMERLAND A0181867 WRCSUAL FG1 FLAT GIRDER 1 2 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 3494b, clesign(galtruss.com Kun: mizus Nov Iz 26ir r-nnt. O.izu 5 rvuv rz zuee ril ,uluur-l-, -. r,,- o ,,.a,..ass-v,i . ID:? sOQvIlzBGko2hFpRYibzzzOpep-iE8uMBZPbfml rEEwO._cMoaEbGtjARprrIS2oL 10- 7-4 , 12-1-6 , 14-3-12 16-6-1 18-8-7 20-9-0 2,1-2 8 3x6 = Dead Load Deli. = 1/2 it 4x6 = 3x6 = 1X10 M 120M5= txa It ""' - 4x6 2- 6-1 2- 2-13 10- 7 LOADING( psf) SPACING- 1-1-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) 0.25 18 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT) 0.76 18 329 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.09 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.23 18 999 240 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP N0.3 `Except* W1: 2x6 SP N0.2, W2: 2x4 SP M 31 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. ( lb/size) 23 = 3097/0-7-4 (min. 0-1-8) 13 = 3087/0-7-4 (min. 0-1-8) Max Horz 23 = 21(LC 6) Max Uplift 13 = 8(LC 5) Max Grav 23 = 3143(LC 2) 13 = 3134(LC 2) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 23=-654/160, 1-24=-494/0,2-24=-494/0, 2- 25=-5816/0, 3-25=-5816/0, 3- 4=-11160/0, 4-5=-13700/0, 5- 6=-15501/0, 6-7=-15521/0, 7- 8=-13693/0, 8-9=-10433/0, 9- 1 0=-1 043310, 10-26=-5802/0, 11- 26=-5802/0, 11-27=493/0, 12- 27=493/0, 12-13=-661/216 BOT CHORD 22- 23=0/5816, 21-22=0/10394, 20- 21=0/13700, 19-20=0/15501, 18- 19=0/16132, 17-18=0/16132, 16- 17=0/15521, 15-16=0/13693, 14- 15=0/10433,13-14=0/5802 WEBS 5- 19=0/251, 7-17=0/261, 5-20=-1959/0, 2- 23=-5756/0, 4-20=W778, 2-22=0/1726, 4- 2 1 =-2905/0, 3-22=4978/0, 3-21=0/1613, 11- 13=-5741/0, 7-16=-1988/0, 11- 14=0/1754, 8-16=0/743, 10-14=-5036/0, WEBS 5- 19=01251, 7-17=0/261, 5-20=-1959/0, 2- 23=-5756/0, 4-20=0/778, 2-22=0/1726, 4- 21=-2905/0, 3-22=-4978/0, 3- 21=0/1613, 11-13=-5741/0, 7- 16=-1988/0, 11-14=0/1754, 8-16=0/743, 10- 14=-5036/0, 8-15=-3545/0, 10- 1 5=0/1 433, 6-19=-742/0, 6-17=-719/0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 238 lb FT = 0% 11) 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. 12) 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, 282 lb down and 84 lb up at 7-0-0, 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 + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (pif) Vert: 1-12=-142, 13-23=-11 Concentrated Loads (lb) Vert: 1=-390 9=-208 12=-390 5=-282 7=-282 4=-282 3=- 208 8=-282 6=-282 24=-65 25=-134 26=-134 27=- 65 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pif) Vert: 1-12=-167, 13-23=-11 Concentrated Loads (lb) Vert: 1=-324 9=-181 12=-324 5=-246 7=-246 4=-246 3=- 181 8=-246 6=-246 24=-56 25=-116 26=-116 27=- 56 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Fill. metal=0.90 Uniform Loads (plf) Vert: 1-12=-161, 13-23=-11 Concentrated Loads (lb) Vert: 1=-127 9=-101 12=-127 5=-140 7=-140 4=- 140 3=-101 8=-140 6=-140 24=-27 25=-63 26=- 63 27=-27 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0. 75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Continued on page 2 Increase=1.60, Plate Increase=1.60 I. m rktdnnuefkd-ese. Udrs; dYa.iu spMa !BQ:+h late[:eeraag tskorasefkNlLpdakeeW Asekns kup tegnea e.fpmin Eepwr;. toe sMam4ge:rpesmsaaeeWaedkpeassaM agrtmpe reryasadarWae ksyrdoe ssbrtmsoeMtMaaei w.. wwta l,lk Nup muapnes, beky neNhN,s; ftgp,a Anthony T. TOmbcs III, P.E. W>udkstmsWa! kilAq is ae nspesorat drr Orea:4e Jrai sr#Mr,:N rFpr«MkAdp dsiga.R e4paldM Nr.lk Mt M4rd McAArt eNe udiR .tkgvnddM inual MrkK.srdMirets.wkM}MRn), W.", rtmBdaeMkwq 00kit reyw MrsO -80083 a lvAa; ksW(aomk,.lq Mes 59MAat l al ae pamm MpddksdaeMg[eupmq fddr tda,eaar;KflipdisoN>.IArIfKA aneMewNkpewd plan. 4451 St. Lucie Blvd. Axveu Maelro( aaoa greN Neer M,k}t. o®presiadeN. tr lookup leper nNQl fek9aoi kuper,p loss 4rstea fryiaw drat i,dlaq. AN nrynffzd>erns aim MnNk RI -I "Pierce, FL 34946 opyright V 21]16 A I toot trusses AothoayLlom6oliLM, tepladoaiea of this deeoaiea6 to say four, is Prehihiled ail6art the wsiaea pnrission from Ad teof busses- Anlioay L laterite III, P.1. NOTES- 1) 2- ply truss to be connected together with 1 Od 0.131" x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 20 - 1 row at 04-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) 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=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 13. WRCSUAL F G1 F LAT GIRDER I try FIY IRYA NHOMES/SUMMERLAND A0181867 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec ID:?sOQvIIZBGko2hFpRYibzzzOpep-AQiHZXZ1 MzuuTOp6Zi7bKnnmi LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-12=-112, 13-23=-11 Horz: 1-23=17 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=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: 1-12=-112, 13-23=-11 Horz: 1-23=4 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=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: 1-12=-112, 13-23=-11 Horz: 1-23=13 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=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: 1-12=-112, 13-23=-11 Horz: 1-23=-2 Concentrated Loads (lb) Vert: 1=80 9=83 12=121 5=48 7=48 4=48 3=83 8=48 6=48 24=13 25=42 26=42 27=13 a«wq -nwff da„rMr In«w ar'41 ROGF IIOSSF3!YitEEh"y 6EANlt IEIM41(gINIINtt RnI4a t"'ta1'.E'1, A?IIIQEELfNfRt' xra. T«M ksgr M,a«ers M ra4 Met w xif Iwss xspt orMylgq},nf ne Ffdfn C 1,w4, Iq_ Ei. I4w,we sksw sdatxu o,ktf,INlNw sw«e N Kt Nh_ «n ealo—w EvnfMlkafNp!de logwxrtW. 1fflots Defye E,gnew.ie.St«tdl Etpwa;asMwm40g rgresMf•meErwrdae pdefsaM eepewiq reywfadptMae 4aefw/aIretfxNmlwof too*,ktoI. tk Id1pns,apaes.Mgn,Naan...00 w tanrctmsr. Eawg wfegasaaryaaeq.w nbo.«'s.r«n: a «n x qes Anthony T. 80083TombIII, R.E. yew.« bswhrtdMlr(.aep{MdeNsakxxrwNWlnl.Ikegp,ldffMIA@NwrMN.sr,tmtrns,eahbyMWaq,s?«ep,«sallw«,Mkapft,akaewyawdgprd 80083 aeiadapoesgowWE,«rww.igMwsa,«aatlo'oalMpwawswdl.dawfaMiaM«Il,sr,wwMehMawNer;&AirKl stdtflnMsgr«<itMrwNarWaagwMre.IM,Itawsdtt n«Igwsmaaxftlaxlnssot ,trostoes: a—, annl,rtt!w w pwl1; wrap 1,a W"'WOW It,N" r nRolM oe "I""' la ngxwtll sf Mwa«m«.axs 4451 St. Lucie Blvd. KfEg,.tptm R.AMI s,glw-«tnscfrswaFy«wrd,et MN«r. lq npaArd twos wenldaM «RN. Fort Pierce, FL 34946 appigM YRIbAdtoollmses-Aa4raari.loefEoIll,P.F. teprodVot"alIbisdo[anknt,isoarloan:isprohibitedwithowthewMeopowssioafronA-I Roof6ossts-AathoayLloboIII11 FG2 I FLOOR 2 HOMES /SUMMERLAND AO181868 ss_.-_.es._, ( otion oof Trua__Ij__ Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:21:54 2017 Page ID:? sOQvilzBGko2hFpRYibzzzOpep-AQiHZXZ1 MzuuTOp6Zi7bKnnozH-EABn?z6oMuAyB22 3- 7-3 5-9-12 7-3-13 10-1-3 12-7-8 1- 5-2 2-2-1 -----. 2-2-9 - F-- -- 1-- - 2 9 7 2-6-5 i 1. Sx4 II 3x12 = 1.5x4 II LOADING ( psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP 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 - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. REACTIONS. ( lb/size) 14 = 1797/0-3-8 (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 - 1 5=-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=013181, 4-11=-4005/0, 4- 10=0/4770, 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"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-11 2x4 - 1 row at 0-7-0 oc. 2x4 II 10- 1-3 CSI. DEFL. in loc) I/defl L/d TC 0.48 Vert(LL) 0.05 9-10 999 360 BC 1 DO Vert(CT) 0.07 9-10 999 240 WB 0.76 Horz(CT) 0.01 8 n/a n/a Matrix - MS 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 Et 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 connect 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(B) 15=- 1442(6)16=-1442(B)17=-1442(B) 1. Sx4 It 3x6 4x4 II PLATES GRIP MT20 244/190 Weight 129 lb FT = 0% cant{- fMx Mta rMps M'kl IACt)4N54i!'SEltt2"t6EMM t(p6 t (-ILYI K!USfQM{'W1Ef b'pM, tFMfAr Min. Y«h Nslp N++as N rsM aes a dis Irvu 3rc wTeaq 16 «d M kMry 4. Ie»t tA. ti. ideaaeSlM 7+dr+ra. 9ek+s ake»u nMe M F9F r§ NiN; NMQ1 Batt skn h-atMMMIC6bN Mkt. ttl ltnS itfhR EylH«t[,Spt«p}!KM«i, Nt rid«Mi@6:tttlN«4gMlitlmSPdM tdtitNW wptttlUlt tRpl ddgMMfMMtAM uI l I.:tM}IdfMM ICOatt.pgttillAnthony T. Torsho III, P.E. M+udrtrclMta> M«.kdpgrsMMyMtddardMtlw«.MOtMa'tsdl«Z!{pta«MbMasdupta«McMkidMll(.Mk(MMMaMenadstMglfll iletpexadMlApM«eMaMedMitns,mlaiyNdNya ga.«snMxMtMknagskkk#e eytass4hd 480083 M kxaF 6txgtn «/ (D1krM. 11 tact to w r M IGi M M prlxrs W pdtFMs a M s«ds1 tmteMa Sikh mrxtnit;ItLitMatM tt 1!s w Si(4 rtsdrts«t/ M pt«d {apttt. R`I nQntx M npuxasM Mt MMs a Rt IMt 9wtta, tins kt p+;gwu mf IMSs xma«ktn, eMest ru kNelht< alnt a! kvr Mtp xtalrse Ili lMts lk f sCIM Gn rinst4rsnr' d FA Fort 5t. , Fl2 3494 p rMmppMMtqstptantHkq «- tq«e mt kuxq opaina+«at «lM Mfda m-I tort Pierce, fC. )4446 CoplriAMd 2p16AltosfUesxs AathsafL(ambsill,A.E. RepssdeRioncibis decsment,isany form, isprohibited silliest the stilt"pnmissioebestA-IRes! Losses Aothser1,tombs III, r.f. WRCSUAL J FG3 I Flat Girder K ES/S A0181869 Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 13:21:17 2017 Page ID:?sOQvilzBGko2hFpRYibzzzOpep-xTOBwpF7ToMYJBvnhY8L8JxwNktU-wpK61 RuoUyB 1 D' h-- 2-3-8 4-3-4 5-9-12 7-9-8 10-1-0 -- -f ---- 1-11-12 -- f - — - 1-6-8-i----- nxo -- 3x6 = 3x8 = 10-1 4-3-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in loc) I/deft L/d 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 FBC2017/TPI2014 Matrix -MS Wind(LL) 0.01 8 999 240 LLIMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` W7: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 102910-7-4 (min. 0-1-8) 7 - 1563/0-3-8 (min. 0-1-8) 9 - 2575/0-3-8 (min, 0-1-8) Max Horz 10 = 39(LC 6) Max Uplift 10 = 293(LC 4) 7 = 215(LC 5) 9 - 226(LC 5) Max Grav 10 = 1029(LC 1) 7 = 1563(LC 1) 9 - 2575(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-907/286, 2-12=-112/947, 12-13=-112/947, 3-13=-112/947, 3-14=-112/947, 4-14=-1121947, 4-15=-540/140, 5-15=-540/140, 5-16=-326/47, 6-16=-326/47, 6-7=-833/138 BOT CHORD 9-10=-67/633, 8-9=-140/540, 7-8=-286/1815 WEBS 3-9=-939/90, 4-9=-1741/145, 4-8=-80/588, 2-10=-535/67, 2-9=-1404/196, 5-8=-1410/269, 5-7=-1635/271 NOTES- 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 (plf) Vert: 1-13=420(B=-250), 6-13=-170, 7-10=-20 Concentrated Loads (lb) Vert: 1=-390 11=-65 12=-134 14=-208 15=-282 16=-1442 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1,00, Plate Increase=1.00 Uniform Loads (pif) Vert: 1-13=-409(B=-219), 6-13=-190, 7-10=-20 Concentrated Loads (lb) Vert: 1=-324 11=-56 12=-116 14=-181 15=-246 16=-1261 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-13=-295(B=-125), 6-13=-170, 7-10=-20 Concentrated Loads (lb) Vert: 1=-127 11=-27 12=-63 14=-101 15=-140 16=-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 (pit) Vert: 1-13=440(B=-315), 6-13=-125, 7-10=-20 Horz: 1-10=31 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=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: 1-13=-367(B=-242), 6-13=-125, 7-10=-20 Horz: 1-10=-8 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=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: 1-13=419(B=-294), 6-13=-125, 7-10=-20 Horz: 1-10=24 Concentrated Loads (lb) Continued on page 2 Standard Vert: 1=80 11=13 12=42 14=83 15=48 16=189 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 if noted as front (F) or back (B) face in the LOAD CASE(S) section- Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vuit=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 lb uplift at joint 10, 215 lb uplift at joint 7 and 226 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 verify that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 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 Ib up at 8-6-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) reNry-lkrsa wuph rertn qa'k 6F rms$Ft {&tIEC}.OAUdi Ifkt4 d faRanws tUS[4hl i'tdtfP; kRdQdl SEpFAr am rxk hyr rewrbs xd w errs r tMs Emu 3rcaa kaeat {tphf w ae wbry [ lezet x F E id ."'Iwa ethosat. W' *e— MW. ae W to NEw : erutM srMXetrua to at ttaa et,Wt. dlrtrns Yaup lnpren Ie.4paM.feynat;, is rnE aem SCO rrrnam wma:r dar rldeasprd rpweny rHra+M lue prMkupdAa uyarrnt kp<aa er qr igrrW.adra r!ri. fk fetgllsu+lVxF frNirj nNgMrs,wMdMr Anthony T. Toniho III, P.f, wradMtlmsWkdky o- da nqusdAlAdaet o.e«:ksJnat RaMUN opia«lph M'w Msryr«,n lrrmufdne R(.#e ee6e wdw@M uN eMISIl. Rcepr+tdd. tBtM wy Xedf.uduelrrc,. axlNngM sc7 e-u,q&ai».e kxp wakaeEnp„d 80083 h9es}wwlemeM. Nndra sd«r,M lea war padnawpdehas dar aAMp Gywad sdpr kxneaa;a9iyadrsMdfifawsad os aMrxN ha paid prime fF bMsae respauatle, wadusdar Gess Orsyantmt Wsyn hparxwr ss aaMrrkax. sesz ztraerinkMNhat«y w ragt7aaplks4 dw. retf,.rtetagripw,r,tw napce.f„tctasn+t.«d,>rwxeq. rauaerawassuerrar+M.[!t! 4451 St. rude Blvd. Fort Pierce, FL 34946 toPr'4h 2P16A-I toollrosxs-AadroayLlombolll.P.E. Reprodndiaaold isdecaaeel,uenyferm, ispro6i6iredwif6ont4ewrialanparwissioofronA Itoo Gaues-hnlloayl-lomballl,F.E. WRCSUALa FG3 Flat Girder 1 A0181869 Inh Rnfarnnrn /nnlinnall 1truss.com 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 13:21:17 2017 Pad ID:?sOQvilzBGko2hFpRYibzzzOpep-xTOBwpF7ToMYJBvnhY8L8JxwNktU_wpK61 RuoUyB 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: 1-13=-367(B=-242), 6-13=-125, 7-10=-20 Horz: 1-10=-5 Concentrated Loads (lb) Vert: 1=80 11=13 12=42 14=83 15=48 16=189 iiaagflrtselaa¢tr nae.M`AI mc la@sfl5?'4ttPA`F GEMAFI IFW dGll h4 3!tUStNI{'t9ttR^,1'pflMt;4CM!%t`Ma. iaAr gsyr lrakMtatl roe s alenfmtBeup Awyq;F&FVadMMkMw i. has .1E.IMemtSl+R rnc. 4Uet, aNrww sFMiaMIR9. eN niet;waea pwsclWNvcdMMID@m ntWf Itr tins&up Eepma S<..Sn wn Eapaal mrtMman 5 eammanWaedhnpnsaert xmwatelnspe!4dmWMnsmsdt'e srgrtrrs aM Ewa. a/a to-. nxkegrnmpMs, heMynMains: inn Anthony T. Tombo 111, R.E. a4radrinlmswm!btMlnMnymsd 6frdoe Qawe..MOaar's ea5..wa aaMxaR @ecryra.aMmw,dMq(.MRFMMwa Nfbry ak w/ln.i.(k arnNaAn 106,d an Mu.srdM srxs.MN" 1Mge, a,MNaal taaNM,npntaana 480083 Mlaalp"wmo.00 uwaiwo.4451 St. Lucie 131A. ruat»wwr M+iainn qrM elmaarmq/rr&Isles lmdxM tN loss 6epys Eyma uXplMkAGp Qsr4m+-a lmssrsaa fNnn+Faa 4aMW. FN Maaleda'as aen/AaNa(14J. Fort Pierce, FL 34946 t (opripm 02R16 bl tool hues A."[ lom6o At P.E. Reprodamoo of this docoawnf.iaeoyfwm,isproli6nedwirhanhex,into permission Iron A-ItotDosses- kinhasy 1. iemho Ill, P.E. WRCSUAL IFL01 0-1-8 H 1 IrussType QH Ply HOME Floor 5 1 RYAN Jab ReferengeJoj ss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek I D:?sOQvl lzBGko2h F pRYibzzzOpep-ecGf 3x8 = 3x4 3x6 FP= 3x4 '-= 3x8 = 2 3 4 5 6 7 8 A 1n 3x6 = 3x8 = 3x8 MT20HS FP-3x3 = 3x3 = 1.Sx4 SP= LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except" T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" 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, 5-6=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=011714, 2-17=0/1717, 9-13=-252/0, 3-17=-255/0, 8-13=-995/0, 4-17=-990/0, 8-14=-106/727, 4-15=-108/733, 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. 01-0-1Aj21 0-1,8 04012L 3x8 = CSI. DEFL. in (loc) Well L/d TC 0.74 Vert(LL) 0.4314-15 585 360 BC 0.84 Vert(CT) 0.5914-15 427 240 WEB0. 82 Horz(CT) 0.10 12 n/a n/a Matrix- S LOAD CASE(S) Standard A0181870 0- A-8 Dead load Defl. = 3/16 it 3x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 104 lb FT = O%F, O%E oaMp- Ma a Yard y a 6 'k IUNl1tl SFs kt4fC d lA IEi K F (Im1 t4if9M ROf 1 NXAQR$6MFAr Ma ipd p p pta aai W sW wPs k ¢us inu Ms ID a 9BpS W M ANxg UkdA m-rE Idnk a ak ANmA tlN a kN v k sRke k h t df mIk! NkSIk MMS tWFkrtN rk ak l((1 !!MN Ai1Mtf¢ngRlalkak 11 A. slwuhlfapka;:(¢f{INkRP IQ¢rtp RuasRanpaw¢NM pte],kkl npkaq¢IeSpa!W}MRe 1f!NR tk1lA ltryt amnNMMlBd flll.aM1l11. 11a 1GfyltktMptpli,MMr(aNga¢;, n¢Ndn os W rydMsl!sc4 fi;R1t"MklnlM rY.IRsdiiNNh RYw,MOwvaiMkuN rpawdr Malwl@tupa.kll rxkndRr 4t.MiiWMNtrt nh Wlhl. t4¢ etlNMFprWRr b+N.a4M irns, ktb¢ Anthony T.0EIE, P.E. 180083 1e W tRORw. 1a ka: ska k oe Ic6 W tk ages R¢ Ndkn N h¢ iN/ t e. atn y tR ukgA. ksaAmra W Arwy s3N 1e 1x yyRsd&p N . N' p R k1 AaNnM WNr lterak¢k;NAjppinke¢t{ Im W uez anAgrexN hr pmkpNwec !h,-1 kdns;k nykrrx®xn W Mxs A Ik has Wspay, fmt Aeup Ery!n W trms M#+kkrk. arnss Nlxrrk Fuel h' A i War k¢ wa k k;mp h N pries kaxM- t¢r Ines C1a} E+pr¢a n NQI # MAa1 fe!iper-k fnn 41sko `§kk! dkr MNy- AA kp icNanns ar As NhN k ftFl. 4451 5t. Lucie Blvd, prritM+i11p16A- Itool lrolsos-AatManrLtombaOLP,E. t¢p¢do0ioeotthis dwomea4iereyform, itpe4ihi1tdw7dro¢tThe wrinertp¢rmissianfrom klteoEhossos-Aa@oagl.t¢m6oIII:P.E. Port Pierce, FL 34946 Job Truss Truss Type RYAN HOMES / SUMMERLANDWRCSUACFL02FloorjQtyPlv1 A0181871 Job Reference optional) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com 0-1-8 Hh Hun: 8.1 ZU S NOV 12 2u7 / YnnC 8.1 LU s Nov 12 20 i r ME r ex industries, rnc. rn Des; o r r.c r. <v r i rage, ID:?sOQvilzBGko2hFpRYibzzzOpep-6pp l_DbHua8ciizVh6A3PCs3l4gGe4QIRQHSy2yB2z 0-10-8 - -8 Dead Load Dell. = 1/8 it 3x6 = 3x8 = 3x3 = 3x8 MT20HS FP-- 3x8 = 3x6 = 44 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017(rP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except` T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, 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 = 1027/0-7-4 (min.0-1-8) Max Grav 13 = 2335(LC 1) 19 = 1052(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) 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, 5-6=-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=-1288/0, 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=0/1 388, 6-16=-107/712 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. CSI. DEFL. in (loc) I/deft Ud TC 0.78 Vert(LL) 0.48 14-16 490 360 BC 0.96 Vert(CT) 0.5714-16 413 240 WB 0.81 Horz(CT) 0.08 13 n/a n/a Matrix-S 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 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 21.2-8 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 106 lb FT = 0%F, 0%E 41 tang lkr,r aan¢h raw• IN'A-I t00F IEU4SE5,"SflEECl6Elrt/!t Ifdf 1 b d[IQeS tUSEQBtr9EN" l,{IXE•€'PEMEAr Mn rafif ks patlas N rcN wk, rE4s hrs gsyr AsviN (16bkNEYc MMer l.I a le. PI. HMniuSMa iMu au. tleM„ Marie ,aM n Nu 466 ry Wler rmnmr pass YaAknet he, ne lW akraa. tie rmt Deep Epren;U.Spnm}ENmayYm seams; Ihg npesasamrepm,taM pae,anN rlpRtanM reyafAAry ArM ks+p ameslr rrscaNmtw thl N7. mla [!I-E. Mhn}nraMNs.IMf res,umluer Anthony T. Tombo III, P_E. N rudnn 1—k, !h.".$Ali nsm4*441rorm:10r Owratamaasimeaa Ar wNaP Besiprr.a Ae saes aftwAr r #I.laaW".6NIH-1. EaergruNda rNNmr AeN+se 4IN1 s.ON"lmljy sMgq salmom Nbeep M or on, 380083 M ttWy oesyna N(atmEx. tt can iaNrtM ICFNmpamrmNpaelarsa0e le(rtrmM Saar Maa111er iasliprh,tal or tll NSNAaeiaarmefkr pray pama. IPil aemsle asrmux6tesNtaasate less 0eapa. E+ns hrcp igwa Nl ns arrlaMa. m rss 4451 St. Lucie Blvd. rla+nu blaNha(rrmntg!N+mratamy Er rg PaArs araeN. th rnsstaup Eepeex:,MlAa rwlsglrupa.xlm, knea,'.yNnaa WNg. oA mmYN wtsarmlrMelefPFl fort Pierce, FL 34946 opfright02016AItool lasses- Anthony LTombs Ill. PI. tepraktionofibis docemem,itsoy form, ispoAibaedwiEhetlIke wrineaIsmonsuonfrom A-IRoof Tresses - Anthony 1.lombtfit, P.E. Job Truss Truss Type Dty Ply RYAN HOMES / SUMMERLAND i WRCSUAL FL03 Floor 5 1 A0181872 tR Job Reference o tional) ^ Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:21:57 2017 Page ID:?sOQvIlzBGko2hFpRYibzzzOpep-a?NPCZcvfuHTKrYhFghlyQPEJU3TN W HRf400UVyB2z 0-1-8 HF Dead Load Deft. = 1/8 it r 3x6 3x4 = 3x4 = 3x6 FP= 3x8 = 3x3 11 3x3 = 3x3 = 2 1 a s R 7 u a — ,.. 3x4 = 3x8 = 3x3 = 3x8 = 3x6 FP= 3x8 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2(flat) 'Except` T2: 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) *Except` B1: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 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 (lb) or less except when shown. TOP CHORD 2-3=-3153/0, 34=-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 =0/1 295, 11-12=-137/426 BOT CHORD 22-23=0/1886, 21-22=0/3842, 20-21=0/3842, 19-20=0/3547, 18-19=0/1080, 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 CSI. DEFL, in (loc) Well L/d TC 0.79 Vert(LL) 0.3819-20 631 360 BC 0.77 Vert(CT) 0.5119-20 462 240 WB 0.84 Horz(CT) 0.07 17 n/a n/a Matrix-S 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 OA 31" 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 = 0%F, O%E imeny Fkue ggeqNr rsMe+4r'kl tOtF 1A2SSfS'S[tFFYi 6FNfAA{ IFtMS t (IFkAS (N4t4M;lgFF1') eQOtOAt,MfAr hra Cnd[ ksyr grexMs aN tal Mes m kK tress @rt l AMq Q6P ref Ifc Fxkat L Itnr IA -A£ ldermeSkn Setere esa delesz eneau shn! n M iQR rep Malty cwxm pees sbMxMNM ne Rank rent tre tnss tla4eEymx,te,SgenM![gwn; PlerMxmy!&0 regesem manfrsredlk gpvewf eynenq nsynfMNq NrnA ies4e xMe uqn knx rAptMnMt alr.aM l!11, tk ksge nsngaac,lwgrewnnr umeAer Anthony T. Tombo 111, P.E. W rredn,s 1—M Mkm"gn mges4AArdneh. me tl,reeisMtanelgntnMkenq&tynt.nAA rxnndme 1K.me fro( Is wnnrAaq nk nl lM-I. fkgge.tidAe l06Wme 1nlf neAM;rass, mhesy kaMnyC qe, nrnegne an Meuq wtlkme rgemdArrd ne t eYAy 6n gw af(Mnnr. ie wra sty eJnM it9 m(nr gAkts rN pddne dtk kAMq ongA,w hlH{Mne ee;xSligfeihf>rltl seiiUA ne rrhrrxee hrgwntralwa. P:I bons feresquuallksMMns dlk lms eesyen.{ms 3evp:epnrNlrcas kw>1nFra,.Ness ^ 80083 4451 St. Lucie Blvd. eA«nse Mudk AFxeai q+M gnnAropepeq prks anahN. Ik tncsbup EgnmIS AFII nsI+dMtLnsF}er.n lets Stsxnrgnex Amr ml meaf+mnsarec fdrKtn (%I. fort Pierce, FL 34446 opyrigh102016A I Roofftesses AAtheayi.fem1o0IILP.(. Reptodo(tioA of Fhis docameot, in ley term, is prohibited niihoel the etdtteo petmission Item A-1 Roof 6Astes- AmfeAy 1. lomhe Ill, R.E. WRCSUAL FL04 Al Roof Trusses, Fort Pierce, FL 0-1-8 i-5x4 11 1.5x4 = 3x4 = 1 2 14 d3 Floor A0181873 112157 2017 Page Qry Ply RYAN HQMES / S 1 1 Job Reference optional T Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Indus I D: ? s0 Q v I I z B G k o 2 h F p R Y i bzzzO pe p-a? N P C Zcvfu I 1-3-0 2-1-8 1-8-0 1.5x4 11 3x3 = 1.5x4 11 3x4 = 3 4 5 6 3x4 = 3x6 = 1.5x4 11 Utl = LOADING(psf) SPACING- 2-M 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 FBC2017ffP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-M 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. (lb) 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, 5-6=-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, 2-11=0/713, 3-11=-275/2, 4-11=-266/260, 6-8=-1418/0, 6-9=0f763, 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 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard CSI. DEFL. in (loc) I/deft L/d TC 0.78 Vert(LL) 0.1710-11 911 360 BC 0.67 Vert(CT) 0.2210-11 717 240 WB 0.39 Horz(CT) 0.03 8 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 67 lb FT = 0%F, 0%E tkeai -fM4ts oaatar ome tte'AJ ttl£f tRtlSSE3 {"sk[tU`,4 f1o!tAi iFp6 r (III(aS t 4f9M;"4Vl;t^,-kttl 36MfAC Mx faAr kr(Frrmlas M ralerks KM+[ross Res r Anrnq (18pj d9r iMMt [.lr a I. t-C Me+e4iM k!a etc Odes= dFaelsr taxi se b F, I ___ Nlo;eaecar (ones ,Now nw Mae roes NeeM. kretms kup tytnu;ie. sn:ao!tw—ax e4 tedaea iteap,,Orr, gentdae pl#etmoeeyaet4l rnlasa4gw ON ktge doe 14ye Lest NpMOM TIOkrok Ifld. NO",lo mom -.","tow tm04el Anthony T. Tornbo III, P.E. om 0 MK I.,*.F k4Ag i,*'K A*0A4o4eu,Aao,na`u+An,id"o,,% k44t@esgae.a%,ww d M w *r000r"woft Me44iiI. iI qw,,,o kinOAanbwN aM':.rtl'dory nr4a, womort at ao" 0oaN ft im*ftd ' 80083 a tally Mtgia of (ao.M. ao4asdM..e[Do a4M from" of ptkhosdae w*(wWoOsfep aooaae*51)""lM aN sa4 olida¢oNM Iona pdew. Ifl I w.sa: rnp4swaNs ell Hmtdmrlms Msyea.. Twt ou,"'l—rool—NWAaNauktt 4451 St. Lucie Blvd, oNr4to btoel tl4(MMl opal am44mpkeo plNt wiled I"Fass@esyr hfp alet*tMyeeopa+.a Beu spa.*—deq ioael_ 4ew4woew—,"to a.Ill. Fort Pierce, FL 34946 Copyrittt TOIdAIlool basset- Aettoay[.IemhollLpf. teplodottlea of this docartaei,i.oey form is in.t,bod cthae4 de w6flon pnminion hors A Roof hessts- Anflmy 1. lomh. III Rt. Qty Ply RYAN HOMES / S(1MMERLAND o Truss Truss Type NRCSLIAL FL05G FLOOR GIRDER 1 1 A0181874 lob Reference (optional) _ " Al of Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:21:58 2017 Page ID:?sOQvllzBGko2hFpRYibzzzOpep-2BxnPvcYQBPKx?7toXCXVdxYLuVb65jaukmZl xyB2z 0-1-8 3x4 = 3x4 '=- 3x4 = 4-1-8 Plate Offsets (X,Y} (1 E_ dge,0 0-12), [2:0-1-8 Edcygj 3:0-1-8,Edge) 9 -1-8 LOADING (pso SPACING- 1 A-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.19 Vert(LL) -0.01 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.40 Vert(CT) -0.02 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0,01 5 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 21 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" 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, 5-6=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 10-0-0 oc and fastened to each truss with 3-1 Old (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) Standard Vert: 2=-1036 3=-1028 YneErq tea 4xwp51tmk. ar'4' ICait' IlKfff-Fiii;.iEfap.E?RMS 4 .iMPtf?RIS i i1$!,"itl!i!^-1tt!k9 iE8SMEYt`Ma. t 17 kt<.tprMa n M rar4 a AN hrss Bez+}r hn q?4,War %ebM[ i.l+e : tf.ldnn ar Skn ie o- o-re Nku A rwa slml w A,v F.uq Itifet rxeeee iMas rNppMkeM FCABb MN twat. sPny ftgiva Pr 4eeth Regaar;.Msed f ldi rerrr+e0rwa bx+k4rpdesAaa ewPnxnAnsps 7H}ka ae ksgfQ r Nt+ss kpnefNM i:R wh wW R4J. lk Mgtnwpws brky Ntf, ee9dR{ AnthonyT. Tomb*111, P.E. W +wAAt ueuM wr+xtNvq,resw.a rap G.ra. rte a.Mts ak+,N awn a1 @rxgra.a ea aomn. dAro RC f gCaMauli k+t:«r.M RM. i&q a.Id titren hdt.udae Grns,w,Wat ee *t. sM s7 rWb«p waaasirhnawAh« z 80083e<tedhq Bergta W:uexar AR.edn sA rn scar ttB eMar sat{%Aket(trarxx Sdk!n*Wea'a!"e£iMhfiwffdSA ae npeeudkpwrNpttr trFt lAanM»srauMlsecaM Mbes Aar Grsr 6e+4kne &rurr ftpan Wrzr Madgtt. wens rtnRu xfiM i.rfpear tp*N epee"r ke.p.ta,A.er.u'kir,tt eeup 4gnea is kn?Mt""Na,xfeesa f.ra,!•tgww der. tdpq ii rpWtel men wen Wn+la `i 4451 St, Woe Blvd. Fort Pierce, Fl, 34446toplrfgISAP&tk AI ttef tresses Aathoaytlanba ltt P.f. RtprodaAiax at this detatmnL ire ter ta.hprohiOJt/x8hod tho weiuen p¢redsuee hoollttd Lasses-Aathtttrft®ha III, P1. Job — WRCSUALa Al Roof Truss) 0-i6-8 Truss _ _ Truss Type T_.. oty Plv RYAN HOMES / SUMMERLAND FL06GE Floor Supported Gable 1 1 A0181875 Job Referen-Ao tional _ e, FL 34946, design@attruss.comm Run: 8.120 s Nov 12 2017 PnnC 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:21:58 2017 Page ID:?sOQvllzBGko2hFpRYibzzzOpep-2BxnPvcYQBPKx?7toXCXVdxa7ubg6A6aukmZ1 xyB2z 0-)-8 30 = 3x6 FP= 3x3 = an 11 19 13 14 15 16 17 18 19 2021 4 1 64& 6 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 2322 30 - 3x6 FP-= 3x3 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5,0 Code FBC2017(TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 34-35,33-34,31-33,30-31,29-30. REACTIONS. All bearings 24-7-0. lb) - Max Uplift All uplift 100 lb or less at joint(s) 22 Max Grav All reactions 250 lb or less at joint(s) 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard CSI. DEFL, in (loc) I/deft Ud TC 0.08 Vert(LL) n/a n/a 999 BC 0.01 Vert(CT) n/a n/a 999 WB 0.03 Horz(CT) 0.00 22 n/a n/a Matrix-S PLATES GRIP MT20 2441190 Weight: 111 Ib FT = O%F, O%E awgNmu nea.at'kt tC4B tlg4SEi;'Stta;X'?tA(F%II0}tSi CCApII'NtK:9$t,M1M'IbfEt'ACf4{91RCABM:i"Yt.iNtl[N^.M'MtMs tN MMMsa rS Tntt patq 6tM'N 10r 1M#n SkMwt t. tan) R.t.E NMt se SlM tttltt ut. ktsabtnu sbhfuM RQ. t#1 r« ,mx. ma aese n41+.Fntde qea@t N xe ewrs "viva a«emu dreg t a« n*« n sxkq+e t nl.ue »a fa¢«a. a f rnnn ,a n +aan Anthony T. Tombo 111, P-F xt den'r,ws egr:a,tA.wwaa.a..e.a.a„at «vva nea a ,gym ado .m w r ,a mrm1.1 , ,r,r4ex huu4nkMz.n aa++++rt n• w•+v w,tx 4;80083 a.r.Na}angaaeEiam+eat urwttettte,nna,[meta.xal.nta.zkaaetsdm a..;y.d:st:pedtthmMsxAot tat+xpdra.e r±rF„nntttttt.NettdatFt.ttsttp, trut6tn,.at,d;,,F,n.ae+,tt..t,t 4451 St_ Lucie Blvd. ac+.xt dde.Fbeftax.t gtmi ryea.tfinrN.2 raaat atd•el. Fk irut 4atyt taper•it F'4i ae i"ib!Wes e'aunt3tt&e fyeMda+IMIM}44 8,hi::N #^er e,nhtM a',N.i Foot FIQtCQ, FL 34946 Caplripfa C 2016 A Roof Lasses AatlaatLlamFc %t f. fepa600iva 0 M$ chum m,it say las.is palb4d.AMaathe mine- pvos"ue boa t 110-1 hatmi AnthWI l-PWll,t.f. b Truss Truss Ty f RCSUAL FL07 Floor 1 Roof Trusses, Fort Pierre, FL 34946, design@a1truss.com 0-1-8 HF-- 260 - i 4x8 = 3x4 .N 1 2 3 4 Auty Plv RYAN HOMES / SUMMERLA 7 1 t ob Referen Q a_ __ _tion_ Nov120s 12 2617 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri D ID:?sOQvllzBGko2hFpRYibzzzOpep-XNVAcFdABVXBZ9i4MFjm 1 P-" 1- 2-0-- 3x4 = 3x3 == 3x3 3x6 FP= 4x8 -- S ri 7 R a 1A AQ1818761 11:21:59 2017 Page) IMrUMk7NV7ZNyB2z a-1A-8 Dead Load Dell. = 114 it I o 25IQ v 3x6 = 08 = U8 MT20HS FP= 3x6 = 3x6 == 08 -- 3x6 = 3x6 WB= LOADING (psf) SPACING- 2-0-0 TCLL 40,0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5,0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) `Except` W2: 2x4 SP No.2(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 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=-4511/0, 4-5=-6556/0, 5-6=-6556/0, 6-7=-6653/0, 7-8=-6567/0, 8-9=-6567/0, 9-10=-6567/0, 10-11=-4551/0,11-12=-4551/0 BOT CHORD 21-22=0/2565, 20-21=0/5823, 19-20=015823, 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=-1451/0, 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. CSI. DEFL. in (loc) I/defl Ud TC 0.71 Vert(LL) 0.7017-18 417 360 BC 0.81 Vert(CT) 0.9617-18 303 240 WB 0.61 Horz(CT) 0.13 14 n/a n/a Matrix-S 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 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 125 lb FT = 0%F, O%E awrdi -n[F55 a111 Ifdls 11t ALE iQEi! revs ('REEE15.. eErEk:i ISId51 t=JI IMa4±US[Qd ^iafEA. A-;Anaa i.'i M1ar M.m. *O MUrF p iam, ad nFn Alkf M CMS iRSt Atli F SrtsMr I pd Ik 6d1Fn 1. r!]tE1 m.t [. I"- Am**, efR U1MSt dktNq tMM M ", 1" 10, fnleE ;xeecw n=sknknNMlnt ltBlkrNll An ErnsNgF Ggwxle, SfxMq EFquw;,N:. udwer S6a rrpetan swrMps,a dlk pllrfaFN npnFwq rFspF!ddd:MnF ks pdne xylF ercs kinmaader46 ary.wlw rM.Ik ksyF nwghFt. Meq ndmFnswFlM Anthony T, Toetbo 111, P.E. wd Fu dgn imt mknBglsNrFsp+tAalq ddFAww.b OwFa's anxuN Fpww #F4 {AFtgFw.wMudusd MttE.M9tWMMrF}kAdy oNM1t41. It'gMd d4 log Aut 49 W d IN"-wSdi Wnstrge tmdbwFrtdFaq aFAk AF rttrwnwdt.d 80083ftt. lh'j.M(W.W AR nkt tdM wax l0ld Mpwn[ts rl pdd"ndfFkllMp(Fw}Fned idd. 4lweMwF;K51)pdrtM!{InNSHA wr idttswM Mr pFwdpdaua. rp-I kkat Aa et MMAkt w/lwwidlAe lntt @FtyFw Ir t #f:rF ryaeM glixs Mwdnkrw xwtt ax,fwMxMFsaEwenyM+nwwarawlhFarwnFtmFdrd. rktnnk,;p[,pF«twrasnar Mpn.ar,.stsrm.Egndms«aaq. mwmwteea a:uenrdaa+wlnt 4451 St. Lucie Blvd. Fort Pierce, €L 34946 CoprtipM$PTP16A-IINIIasses AnrhaoyLlon4aIII, P.I. 19ptolaer1440111144Dante, inonl(MM,4proklbiEedwisboonkew1i""permissionlien Ad Roof lrossss-Anrkoay1,lwkoIII, P.1. HOMES / S VVVRCSUAI' FL08 Al Roof Trusses, Fort Pierce, FL 0-1-$ 0 0 A0181877 FLOOR 6 1 Job Reference optional) ss.corn Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:21:5 ID:?sOQvIlzBGko2hFpRYibzzzOpep-XNVAcFdABVXBZ9i4MFjml rJiflldrUFk Dead Load Deft. = 1/4 it 3x3 II 3x6 FP = 3x6 FP= 1.5x4 = 500 = 5x6 = 5x6 = 500 = 24 23 22 21 20 19 18 1t io Sx8 = 5x10 = 3x8 MT20HS FP= Us MT20HS FP=- 5x10 = 1.5x4 SR= 1.5x4 SP= 5x6 = 5x6 = Plate Offsets (X,Y)-- [2:0-5-0,Edge], [4:0-3-0,Edge], [11 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017frP12014 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. BOTCHORD Rigid ceiling directly applied or 10-" 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. Comp./Max. Ten. - All forces 250 (lb) 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=-547210 BOTCHORD 23-24=0/3109, 22-23=017253, 21-22=0/8713, 20-21=0/8713, 19-20=0/8713, 18-19=0/8713, 17-18=0/8713, 16-17=Of7253, 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. k CSI. DEFL. in (loc) I/defl L/d TC 0.29 Vert(LL) 0.6419-20 496 360 BC 0,79 Vert(CT) 0.8819-20 360 240 WB 0.61 Horz(CT) 0.11 15 n/a n/a Matrix-S 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 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 19:0-3-0,0-0-0], PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 221 lb FT = O%F, O%E Msa<wr*4e'b:ICpfFMS;fi'`t..'1"r'f#r#ItiitllSk:Gf?.F`t(rii4k"i`,.F(LR!Ii4(@fd[L i Sc. tp tt fA4gRMFNMt MtM MMS MAa51Ms(kSg Hb[„'t@,IMM4Nkw(t. ia gf&E.1E. 1kkq&1$1M idk4aN. SFAS AYa H 3fNMgR l i9r.IM{ u lnrmM rMn,AdandwMf@es N.m. isalms k qe teryexx l. 4 E a,uw.r, ,wesnsse«cep.aas x ,mni ,:x.,» rp mc as.prt e, i sVie.. a, i1e. mF s, k yn xwy ,. Anthony T. Tombo lll, P.E. wtendMs kn, ..n aron Kse,y. aas.ar. ra S,«r's.aw a n+a r+sor er+sx+:. a, uuv 4a. as e at a«n a etia a +r n., p«aa s roe alert n«r kR_a gw q.,rnpz a r+ »axa, a « -80083 Ae gdkp 6nMadta kuv w+a+x taa..a.p.«.panw,fia.t.lan iwse h rdnm.+np ar armwu[r a,da tf. rmagw.. ma z:+a.,rer,wtaa,aa[,.rti a.„yw ;fxi Snq M+ da^K^K •+,• 4451 St, Lucie Blvd, N x.*a N6aMi. (xket greNrys a.,VhpN rahn aai.rt. Fkkxr Pn e , t>TM ta1Gg6 a K:.as ieskwf em dm MrtKq. Air gkt+d m.z ee is klmt 13F6P Fort Pipice, Ft 34946 C4pMi9biC7816 Ad Lard 6uswsFrtiAmy t-tata4a III, 1'.E. RaKeAMrtiea al A Lod Gases-iiatkaer 1640111 f.t. WRCSUAL _ 1 Al RRoof Trusses, Fort Pio 0-1-8 HF- Truss Tn1ss Type -- - - qry P(y- RYAN HOMES / SUMMERLAND FL09G FLOOR 1 1 r A0181878 Job Reference o tional r rce, FL 34946, design@a1lruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:22:00 2017 Page ID:?sOQvilzBGko2hFpRYibzzzOpep-?a3Ygbeoypf2BJHGwyE?a2Ordi5fatHtM1 Fg5pyB2 F-'18Q it -2-5t2 I I 0I 4x6 II 56 = 34 FP= 3x6 FP-- MSH422 Dead Load DO. = 1/4 it Tr 0 L4 zj 22 21 20 19 18 17 16 15 5x8 5x10 = 3x12 MT20HS FP-- 3x8 MT20HS FP= 5x10 = 5x8 5x8 = 1.5x4 SP= 5x8 = 26-7-12 26-7-12 Plate Offsets (X,Y)-- 2:0-5-0,Edge], [4:0-3-0,Edge], (7:0-3-0,Edge], [8:0-1--8,Edge], [11:0-3 0,Edge), (13:0-70,Edgej, [15:Edge,0-3-0], 16:0 4-8,Edge), (17:0 4-O,Edge], - 1[ 9 0-3-0,0-0-0]LL2 4-0 E-t dggj,_j23:0-5-0 Ed9e1, [24 Edge O 305> DA1-8 p Q 12j LOADING(psf) SPACING- 14-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.64 17-19 >490 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) -0,89 17-19 >355 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(CT) 0.10 15 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 222 lb FT = 0%F, O%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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24 = 1244/0-7-4 (min. 0-1-8) 15 = 1815/0-3-0 (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. TOP CHORD 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=-9721/0, 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=019189, 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=011428, 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 3-10d 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. 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) FL05G (1 ply 2x4 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=-67 Concentrated Loads (lb) Vert: 11=-1127(F) 8csq-fMss rluwp§n n,srs Ae'7.J QQF [t$ES{'flUEt 6(dfldt ItgU { t r1iA S (41Qf1 S•F ftl^k'pk',A,'LNfIP Ma Te+;h hfirr Nr aeut rrl mA r s N Nk [m; ki+pt 7rrerN;f iaA M FMWq t.IMM Ii. t.[. Idrterxe SNe inn ne grkst Mrcak MN R kr t, biN irRHllr KRA 5bM 1t MI IN M itu s N rtlM. k311ttli Stge Hpax ii R... $r1(xn! fgMrrrj. p.R t1q N e. rrQ'IilRSMH N MlrpMSE dM MikliMN rrpeeeriry fe,eN41hN'(kK M dM 5+! Intl 4McM N M 1, ala lni. ibf n4tIrP11ll1.IM1Me rIH011r{, HNIFdMf M radMslrzsskmbddynboswcd<urd s a.a.. e. o»are,. a,d ena uF.aar byre,.sr uarsa .r,arrb wra rNewlnr a. grmraeee eew asx ruanerMs.o rry a yr. ,anws.r xx,a aae ryraovna Anthony T. Torrils80083 [[I, P. F. meNt a,p:sMxaN(rroa4r.4AsasssdMad<I[flnlmpxMesNMMN+rsdrwfMMgUreniMWNr4ar rryxV;p,Mitdef7{InWU(Aes rtttmMWpwMpsrMrlnlaocesxe,spxgripanrbkaxtsfoelnttMsyra,tms3nyr:rMxnt3elrcssxtw4rMn.eWts k 80083 x xrtu 4 ahMari.dnn q!M; brrMghre MtbsinArN. ik[ns,esfpr iryANa nrQl btu &epx-a G.,c srm„t naxe lrtrkry-t6 a@n Ytd tets.ralMrNn ml PLucie Blvd. Pier Fort Pierce, FL 34946 epiri Ar0fRl6 MI tool rrsses-AaAwor 1, Tombo IIL P.F. RelxoioUioo of this doawort, is ootfam,is pro ibired wnhMdc xrinao permission from AI Roal6rs»s-Ardoop l.lombo lll, P.f. WRCSI.IAC FL10 Al Roof Trusses, Fort Pierce FL 34946, 0-1-8 Hf 26Q i Floor 2 1 A0181879 Job Reference oPtional ltruss.com Runi 8.120 s Nov 12 2017 Print 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:22:01 2017 Page ID:?sOQvilzBGko2hFpRYibzzzOpep-TmdwlwfQi6nvoTrSUgIE6GZv35N7JMV 1 ah_DeGyB2z Dead Load DeB. = 3116 it 3x4 = 1.5x4 11 3x6 FP 1.5x4 It 3x4 = 1.5x4 11 3x6 = 3x6 11 5x6 — 4 4 5 6 7 8 9 10 11 12 3x6 = 3x8 = 3x6 = 1.5x4 11 3x6 = 3x8 MT20HS FP= 4x8 = 0 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017lTP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) 'Except' T2: 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) "Except` B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 12 - 1094/0-3-8 (min. 0-1-8) 20 = 1094/0-74 (min. 0-1-8) Max Grav 12 = 1094(LC 1) 20 - 1094(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3490/0, 34=-3490/0, 4-5=4572/0, 5-6=4572/0, 6-7=-4572/0, 7-8=-4054/0, 8-9=4054/0, 9-10=-1200/0, 10-1 1=-11 13/0,11-12=-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=0/1 592, 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=43910,7-18=-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. CSI. DEFL. in (loc) I/defl Ud TC 0.87 Vert(LL) 0.5017-18 474 360 BC 0.98 Vert(CT) 0.6817-18 349 240 WB 0.76 Horz(CT) 0.03 12 n/a n/a Matrix-S 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 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 8-4-0 Y PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 101 Ib FT = O%F, 0%E irdq llma Napp,arex fw'kl AOrf IllVftFf:, >Ett(C' HAit#1 tEtlkS t CDIriM?ri!94tt1M iRriTt",-t r3fMttlP bra ltth krgr prw nnc Megprbs s s ian 8scp; ArewrrE?IOQi W Me MMwn Ueeae Ir.t E.ldneec Sbe k e+u tldess dMNu sMln w-o"- n Ib WB..+dr W1N craedrr EMwr AfknN Mr we IR6•prdN. RrrUnr6n p 6pmx,U. Sruuln Enpnwi. desMwwa&6 rgrr:wneaMxedwr prksswrd rwnwxlmpn<.AbRMwt b.wodwe sxylt(mr NxbfwMlb Mi.rdn tllJ. Im ksyt4451 St. Lucie Blvd. Mwr. IMrylwown.*No Anthony T. Tomtlo 111, P.E. im- i wok, of[-k4 tae.wdwwlross 7wmkdMM trMrnpndAd{dnr kxrw.MbxwrinmwuN opwwMbdwp Per'pn.a4eM<ddMME.MRC rNMWM bAiattw rM}tlI. ik rrrddket Mwhdl.udMe ttnc.,abra}4wdHq: sbnp, bsslblw Mbraq wekfe ecexaxitd gQ083 we iaWM4 Rt Mt n#(rWwM. F.ixbs xd MnM IW MMpxlkec wt pddwrsdbriwbq frsrwdSid.WwC,x[ICSIipSbtMf!}IA w(Sb(l wmdnecel br pond pMmr. 1Mrn It uvµouaboe rn, Irmz rCgs i+Y.x.r inst +wens r9rerem bMMhrtwaal epttdrryowxnnghdl lain wdMJbinssCabp tgMrx nFOt wa A9Mq Qwpn.a bnsf7!MdoR Mpl-Ml npawdxsnsnrnfdMxfM1 Fort Pierce, FL 34946 opynthl V 7016 A I tool Imses- Aetboay [. tom6e III. P.E. teprodwrtroo of ikk docomeel, it say law is ploblbded xilboorlbe wrinto permission hom A tool trouts - Aot6oey t. l044111 P.1. Job fruss Truss Type aty Ply RYAN HOMES / SUMMERLAND WRCSUAL FL11GE Floor Supported Gable 1 1 AQ18181 R Run—: Job Reference Loptional— __. At RQof Trusses, Fort Pierce, FL 34946, design@d—1truss.com Run: $.120 s Nov 12 2-017 Print 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:22:01 2017 Pa ID:?sOQvilzBGko2hFpRYibz2zOpep-Tmdw1 wfQi6nvoTrSUgIE6GZ5F5cMJXq 1 ah_DeGyl 01" 0111 8 3x6 FP= 3x3 1 2 3 4 5 R 7 n u in 0t 9 0 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 FP=-- 30 =-- LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017lTP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOTCHORD 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 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard i U, U-111 CSI. DEFL, in (loc) Well Ud TC 0.09 Vert(LL) n/a n/a 999 BC 0.01 Vert(CT) n/a n/a 999 WB 0.03 Horz(CT) 0.00 18 n/a n/a Matrix-S PLATES GRIP MT20 2441190 Weiqht: 89 lb FT = O%F. 0%E ieerq Nhw+iMegii!n Fh'F `boltI Sri "Sfl, r1ftR41:MWi31f4 i¢i1pM 1tftt1'(t£KtQ'iik6MirP6«peh tey{r piR4axaA W a+ara r iruti trap@r u1,= Web tow r.1.kt,r.In ikt r4iHixanaerMrc skNkaufFr Sb F@1Als.AU.ktrlmiPt(M+Mn±. M w?r ne+r; br bdww..lurr Msuac¢pan AMKdreaaa r9 nrleaWRr Maxk, A9ta tmc sale Mlhteewan f9p ..aharxr rs, as,A+uryaex.gdq a fnac raMA9r Anthony T_Tombo ltl, P.E. W aan.xa.w.taua,u n.xcw+_pro.ur',adaar,r,.,x*tretacWrru.ue,,ray,raowi raa.r h*,r.x mrga,una.;gx trra.,wn« Re ua O,upa W;naxtn ur awr,ti x, yea Ao Fte ke krp s mu.,.swa ge .rrt sum «..+e sep as,nmwsur asp, +r m r [n-+en.e Ywa, Wt a r,R,a„ 1,,,a,5;p ,,,W n, u.,a„ k 80083 W44$1 St. LUGlEoeNiae;e ddnNket,wxtgml qure.atq It Merin bxl..b his 6rtlq.;gaenna tt na i«gr<q xy,aa Ssn+ks+eaE nAna gd!'ry. ii reaw?M fnesnees ktbHen?ttt. 61Yd. Fort Pierce, Ft 304fr fapyrigki i11d16Al teal l asrasAaipeml 1. iowha 111, P.f. Repralatkaa at rtiz daraaenL u, aal farm.it pmdikate8 xitpwirAe.rinan perm:rr4anhae 6t tad [rpues-AntRonrt(ambe lllJ.l. WRCSUAC s - Truss Type rHJ 6Diagonal Hip Girder Qty 2 Ply RYAN HOMES / SUMMERLAND AQ181881 Job Reference o tio_nal 1 Fort Pierce, FL 34946, design@attruss.com Y Run_ 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. FriDec 8 11:22:02 2017 Page ID:?sOQvllzBGko2hFpRYibzzzOpep-xyBIFGf2TQvmQdQf1 NGTfT69VVnM2_bApLknAi^ 2.83 (12 Defl. = 3/16 it 0 10 i t 4 3x4 = 7-8-9 7.8-9 LOADING(psf) T SPACING 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.32 4-7 >287 240 MT20 244/190 TCDL 10.0 Lumber DOL 1,25 BC 0.73 Vert(CT) -0.36 4-7 >253 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 212/Mechanical 2 = 417/0-10-15 (min.0-1-8) 4 = 114/Mechanical Max Horz 2 = 111(LC 19) Max Uplift 3 = 140(LC 8) 2 - 241(LC 4) 4 = 50(LC 8) Max Grav 3 = 212(LC 1) 2 = 417(LC 1) 4 - 143(LC 3) FORCES. (lb) Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 3, 241 lb uplift at joint 2 and 50 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, 20 lb down and 20 lb up at 2-1-0, and 46 lb down and 58 lb up at 4-10-15, and 46 lb down and 58 lb up at 4-10-15 on top chord, and 7 lb down and 6 lb up at 2-1-0, 7 lb down and 6 lb up at 2-1-0, and 18 lb down and 55 lb up at 4-10-15, and 18 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 (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=-8(F=-4, B=-4) 10=-5(F=-2, B=-2) 11=-32(F=-16, 6=-16) EitnN}. nn» tomsgdt rvm+M Ala ROCS 1d34HS;iEitN7.. eFlnFi IEh6 L [' l41t tS:UStOM(irCit^,-A`AOiR:fEPFIr ikm I.h kilp I.wmlat mt ttN m.s m Nt toms 3esrp 9Mm i108}wntw.m I.1Wo to-tf. Iderm "'W i0.t at W, A... stow m dt m mh mtn:w«to Nis /miR .ti. roo.mrmt C.Is.,low ,ie.ks E rermrsmlio-toomp'mnmmtow,dkpdaxd w wgre,m,n+n aaroc d sp n.,mnM iook ew.msatnr mmgrn.enmr.weotrndmM wmao Nithony T. Toritso 111, F.E. wnedmclm,+am R,m r nuwdn da mm,auna c.0 rgear wadanrs.toMr.w do 4t,tow ndaacwmitnl wyn dd eemr udn tns.«.ya+aga..Maamatouy mka , paamd 80083 is,W")m Wm1o*AXW uuesse.xto. t wln<pnrnes.r .asdat.uMtn,ua fih *•,anl bm u u «t,da«as pad a m-i c spswuwsw daalmsaF n.tmsaey+ +«al, stoa.wn.,Mas 4451 St. Lucie Blvd. x.ww.erralmMywrmn..mgaraLmcwdrN Itob cct.pfipr«,'kill % "ot l..tnssstM*I,Nm«0"whiot "(gnwmam.ca:mawx.nu Fort Pierce, FL 34946 op{ripMt 07016 A I tool Lessts-AetAonrL[ombo lll, P,t. teprod.dionol this datme.ti.err lamas pioliMed withem dewinto parow,on from A I Roof bosses Ambo.yl.lom1,0111t.1. Job Truss Truss Type WRCSUAL HJIBP I Diagonal Hip Girder A0181882 11 t Pierce, FL 34946, design(ZPattruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:22:03 2017 Page ID:?sOQvilzBGko2hFpRYibzzzOpep-P9lgScggEk 1 d2m?rb5oiCheKFv7bnRrJ2?TKi8yB2. 1r50+ 7_8_9 10 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 TCDL 10.0 Lumber DOL 1.25 BC 0.73 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matnx-MP LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-M 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 truss erection, in accordance with Stabilizer Installation -guide. REACTIONS. (lb/size) 3 = 212/Mechanical 2 - 417/0-10-15 min. 0-1-8) 4 = 114/Mechanical Max Horz 2 = 100(LC 4) Max Uplift 3 = 139(LC 4) 2 = 295(LC 4) 4 = 94(LC 4) Max Grav 3 - 212(LC 1) 2 = 417(LC 1) 4 - 143(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=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 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 2.83 F12 IE 4 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.37 4-7 >250 240 MT20 244/190 Vert(CT) -0.36 4-7 >253 240 Horz(CT) 0.00 2 n/a n/a 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 139 lb uplift at joint 3, 295 lb uplift at joint 2 and 94 lb uplift at joint 4. 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 Ib 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 (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=-8(F=-4, B=-4) 10=-5(F=-2, B=-2) 11=-32(F=-16, B=-16) Deft. = 3/16 it Weight: 26 lb FT = 0% I"Itas«U sih—WO toof 115% SRL[rl&tlR1A1 locF(dAttilOK tYSNM R81:i^1(lARt5:L4MEIIP Ma Itdt r«`fSlara»as oM ala»esaf»s(msflezit 3ssv+gQp@jwlk Wp tleM«q.1F1»a«aeSA«a kMre ase. Nd«ssdYaa»sl etaM i, wy wta!rlwsairMessaNk+se/Meel[ aaaW. tlstrnsAtsgeEyaa.Slaaa±Etpw'.PeeewaaaF&Arprxwsama»a«d4p»essxwasxaaarresrassda!hrAektga»rss eGnsa}xMaMIGBWf.waltl.1. iseks+paue»»as.Naryrwaea u*da, Anthony T. Tonitio III, P.E. weudanlmsla e!f.aagnArrespusaaat»toe Oxw,MJsarswMsuN gaaaMAd»er @esy.sr.aMtwat»ea»(.a«wAe Mw a9Mq uNwlt4l. tlrcarrs«»»M iAAW an Mlr.a»a!'rrts,rM«ngtaMbar weep. asnsrnwwMmyswlkauaespro»oer» »80083 M kakN kepxw(aaaw_Aa aM s»wale lCrwn«pMrcawp»»Ms»Mhw (r gS»x..6a.aw,NtSt panaN#tlnwMAau»naeelta psn»}M+ae.In-I amasM«sP.aah>re,wMas»otlresQ.vpa, hers@esya:apxawlrcs Ma»ataa mitts 4451 St, Lucie Blvd. Nev[awwhsfw.aarw gaaamspheNtases.aaFrd lAe[nss Qesy.fylwasXCl bt tMpLkUpa.a lnu Stmafgam »awl wweL Fq npaYw+ttaursa f»aNa Rtl. Fort Pierce, FL 34946 Reptodartmet this dosoasen6 is oar form, it prohibited aitAoat thertitrta Peemiuisafrota A Real imues- Wilsey 1. lambs 111, R.E. WRCSUAL HJ7 At Roof Trusses. Fort Pierce, FL Truss Type Diagonal Hip Girder SUMMERLAND A0181883 6, design@a1tmss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 zol y Mi t eK inaustnes, it ID:?sOQvilzBGko2hFpRYib7zzOpep-tLl3gyhl? 19Tfwa 1 1-5-0 4-11-0 9-t0-1 4_1 t 0 4-1 t-0 4x4 II 1.5x4 II 3x4 =o LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid 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 FBC2017/TP12014 Matrix -MS Wind(LL) 0.02 7-8 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 5 - 155/Mechanical 2 = 468/0-4-9 (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=-699/165 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 psf bottom chord live load nonaoncurrent 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 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 1-4-9, 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, B=31) 14=-85(F=-42, B=-42) 16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27) PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0% a."rk«,A.«e+n,»..W%Iae;nxeiroas!ysrori'mstr'; al tntmarcar m.. tra hop Peem,at»a«raI.lieww.e1. r4.—sitw—ru.M„A.—axM»M10.4 hte' a«nm t. h me 4N"M u,tr«s *,.I- tqw1. ux««ea -V-'«n».1"W,01.hft,. »P«au "J.'** to M 0.9, 0 N 1— 1. ianh,e,m.i tre as* xr"Anthony T. Tomho 111, F.E. uAgel.a, a k>a rs nya6eAtee«e. rao.«`,o we, «s uaago, .»e xn en a.%1KW ,x »«wm-I ; 80083 as wyangn. wtt»n.w_ ta»s,«o.n,toa.an,n~rwoi—ift eta saar..a..lax; sraEnin01*A ,,0-0,ihoxpweve4451 St, Lucie Blvd. Axwr»fMMh+rM taP» t ahr..td.q has p,«,n.alM.Ik[ms6ea}Ery,aw , Wl5x t+4lxq eeapa.ka, ir' eEpx. Aaat 1NMW. aN »pdt,J .n,»NNdf»fhJ. Fort Fierce, FL 34946 CopyriphtD2016AIReel hosses Aathoaytto»6eIN, P.f.teptodonioaofthis d"twel,itany Win, isptohi6ite4aithonthe «rittoepormissmelmmAIReel 6osses-Aet6oayl.IomhoIII, P.1- Job WRCSUAL J6 RYAN HOMES / S Jack -Open A0181884 aesigntaDattruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:22:05 2017 Page ID:?sOQvilzBGko2hFpRYibzzzOpep-LXsRtlixmLHKH49EjVgAH6khOjujFLKcVJyRn 1 yB2z 1-0-0 W _1... _ _ 5_6 2x4 = N LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.04 4-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.09 4-7 >729 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.08 4-7 >813 240 Weight: 19 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 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LMrecommendsnqe Tek that SaossbracingbeinstalleddudawithStabilizerInstallationREACTIONS. ( lb/size) 3 - 140/Mechanical 2 283/0-8-0 (min. 0-1-8) 4 = 72/Mechanical Max Horz 2 = 111(LC 8) Max Uplift 3 - 91(LC 12) 2 - 130(LC 8) Max Grav 3 - 140(LC 1) 2 - 283(LC 1) 4 = 99(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5,Opsf; BCDL=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 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-M 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 91 lb uplift at joint 3 and 130 lb uplift at joint 2. LOAD CASE(S) Standard wrxrry- 11Hsa aauyihsane.ua'ra tmssts stttet`unnit ironmanstasroxS" a?i ow rr .r« +„y, „b pan»xntom, my,a Rae}an, wart a. rt. 1M_Sk,e*.,W wiH, pa, as ewme tesRe rvt esabnsksn wgnw1a pnn ap.K„a„awm?oa,rn xne«,e exaepas w pmM«q,Rgw ens n.k„aa.,g ins,aaww«aetoean.aaami Aothony T. Tom6o 111, P.E. awaarctnR,wknrixs , ,Naar awa.w a a.. cena„ar«arapaega«. .n <mw tm.a a ruaangw+wtnt mnor e nean daei,. w u ne.n,uf+wa,k:ry.aa an.o awtaaaa iawnsa.xae moaax P•aaaw a,araa ,ttalwws+n va.aK.aulaa gin a u we,mwero arcdawxx iriaaaesaa,«q.:a a,aar «inedn,kup .i sasya,pxai,e,uaam s, 80083 4451 St. Lucie Blvd. w1m.,ugMafkatAsNgwww,MyWaA awbs oaabN. tH bars rosl'e w,cs4l poi De+t n.w lnss$sa,a Fnaenw iNfiry. sq w+awWNsmws aercM4Mdx R4L Lopyi #10tplb A -I toeilowes AstbaayLlooseolU,Pf, teprodoniaaoi his d"Mol, is any Tom a ptabibised withoas Ike.,itleo ptuaium"hom A-Itael bosses- AatAosy 1. Tombs lit P.E. Flit Pierce, FL 34946 Ply I RYAN HOMES / SUM W"RCSUAL' J6P Jack -Open 4 1 Job AO181885 Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2011 Milek Indus 10:?s0Qv11 zBGko2h FpRYi bzzzOpep-L XsRt 1 ixm F--__-1-0'Q 5-6-0 i_.__._------------._--_- 1-0-0 5-6-0 3x4 = 2017 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.16 4-7 >397 240 MT20 244090 TCOL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.09 4-7 >729 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 19 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 5-6-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, to accordance with Stabilizer Installation ugide.__.._ REACTIONS. (lb/size) 3 - 140/Mechanical 2 - 283/0-8-0 (min. 0-1-8) 4 = 72/Mechanical Max Horz 2 = 100(LC 8) Max Uplift 3 - 92(LC 8) 2 - 190(LC 8) 4 = 61(LC 8) Max Grav 3 - 140(LC 1) 2 = 283(LC 1) 4 = 99(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5,Opsf; h=15ft; Gat. 11; 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 nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 3, 190 lb uplift at joint 2 and 61 lb uplift at joint 4. LOAD CASE(S) Standard W.4 nine 6."th — *'I I W Itaki —AL(tA'i,IOU t1w O (-AVRI Os MIN 'Wr, stO WI)GnOr W. rw#t N.u¢ nO.arttr a MaPu..61s tress ts+y Or nN QOb7 a6e x6.w t leaa.l9. rC INenxeAtN rdrt..sa Oder giavlse s ti m h HIi+.4 1N1M;wxtM lases sMd»xN nr 6e R8•N UIN. tieLnskVt.par," Anthony T. Totn4o III, F.E. arodAntrtru sat+7kd.qu6e rataruMpdwona.6eO»+nr's ufxnaM.geRa 6e bahtAurm,66at eENR.n[.h#iMt»wNl idgreMMm-t.(te gpndae»1GRmwN seNM€rm.wAeAw lwt arep, sswaNnnwMxiry nakse usM+,nearN 480081 6.A"willoviiWow.aa.M.0WK'MM.h ONI.ro...4p.a.nor. 4"tapa W*low.Rtl P*WWrylnaGtAe.iNnnata 6t pmN row. 4451 St. Lucie Blvd. Adr» s»INaNAC+(uO.n4a gp.aemq I, a wk,.*,A Fort Pierce, FL 14446 R topnf9Oi$.1YRIOF-I toollnssas-Aathonrtlombolll,p.t. Reptodarneaofthis dorOesea1,iaantform, isprohibitedwithout the win" petonsloafrom A-IReal lesso-AntOoapl.tombo111,F.L Job J7 Jack -Open 15 HOMES/SUM A0181886 A, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Indusfies, Inc. Fn Dec 8 11:22:06 201 -Page I D:?sOQvl I zBG ko2h F p RYi bzzzOpep-q kQp4ejZXfPBvE kQG D LPpJ Gk_66Q_oa m kzi_J TyB 22 L_ -0-Q.. - - -7-0 Q 3x6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.10 5-8 818 360 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 FBC20171TPI2014 Matrix -MP Wind(LL) 0.23 5-8 356 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 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 = 34210-3-8 (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. (lb) 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=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4 and 92 lb uplift at joint 2. LOAD CASE(S) Standard Dead Load Def. = 1/8 it 4A Nt PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% o..y N. R.aq.t iz+,e« na'A-i t ra Rnsis NttaS moot tma t 0011 a MIN rtw,, &WF iNKrrt.a rota xuta M-ws.e "ed ate,. sit, t.ar arr aa«ny;iu: oaa A&." I. ta.k N.eL ta..m %* te.a.a we:, A.'".'VW . na roe: * tn;..c., runs stra la *ad er Ma D* N,oat. au tzm"torw'I WNW, tepam na saa..ttte Me tv tefaat. aaa m-r na ee,ga ass..Mws. waae'W"t,: saawowr Anthony L Tomho 111, P.E. l.adani na. t e sMn , aaro w,onesna«n . n.naraga<v n.aar naaeax.a xt.eawa nra tna Tstq"'04 Ile log mitt! NW,ua1,!-, zmey Vqt.s+ ..er"no#44%-yas&nrra s 80683ret.4,yta,gWO4t.4.. ur.. r.oaee<r.tnaaaans.tpaan,an taaagt.a o. as e.aaw.;uvipaeaninwas n axnaNn tnaafpa.z mio ,:o ty. .swnra,aasin,:ezyw tmsany ;e@,. e in,r.aaa.. , 4451 St. Lucie Blvd. Zi\ .untukh.chat.nmoy.tgaa«nrpuant z,n,aaeA itetnc,tau@,Eap..,,sptaata awlon..tn„synefap«,a.gtwat. tdapnas.+n.,.a..rodatn t Co@pi@h1 1t16 Ad tool crosses AnthoayLtomisellLp.l, tepodumonol dris doconoot isoay fow is peohihited wahoa Ike written prmiuioahom A I Root bassos- An6oay 1. tontho 111, R.E. Fort Pierce, FL 34946 WftCSUAC I L01 Hip Girder SUMMERLAND A0181887 Roof Trusses, FortPierce, FL 34946, design@attruss.com _ — Run 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:22:07 2017 Page ID:? sOQvIlzBGko2hFpRYibzzzOpep-lw-BI JBlyX2XO.lcgwseM Xp?QWS9jDKvzdRYrvyB22 1- 0 0 5 6-0 10-6 0 16-0-0 17-0-0 1- 0-0 5-6-0 i------- —5-6-0-------5-0-0 -— -- -- 56-0 Dead Load Defl. = 1/8 it 1. 5x4 II 3x4 = 3x6 = ,.. ,.:. 3x6 = LOADING ( psf) SPACING- 2-0-0 CSL DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.24 7-8 806 240 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(CT) 0.24 7-8 806 240 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2017(FP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2: 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-1-3 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 - 1176/0-8-0 (min. 0-1-8) 5 - 1176/0-8-0 (min.0-1-8) Max Horz 2 = 35(LC 13) Max Uplift 2 - 839(LC 4) 5 - 839(LC 5) Max Grav 2 = 1176(LC 1) 5 = 1176(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2877/2036,3-15=-2726/1984, 15- 16=-2726/1984, 4-16=-2726/1984, 4- 5=-2880/2039 BOT CHORD 2- 8=-1894/2699, 8-17=-1915/2723, 17- 18=-1915/2723. 7-18=-1915/2723, 5- 7=-1872/2702 WEBS 3- 8=-267/419,4-7=-269/420 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=15ft; Cat. 11; 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 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 839 lb uplift at joint 2 and 839 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 lb down and 259 lb up at 5-6-0, 80 lb down and 104 lb up at 7-6-12, and 80 lb down and 104 lb up at 8-5-4, and 254 lb down and 259 lb up at 10-6-0 on top chord and 146 Ib down and 206 lb up at 5-6-0, 59 lb down and 82 lb up at 7-6-12, and 59 Ib down and 82 lb up at 875-4, and 146 lb down and 206 lb up at 10-5-4 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: 1-3=-60, 3-4=-60, 4-6=-60, 9-12=-20 Concentrated Loads (lb) Vert: 3=-207(F) 4=-207(F) 8=-137(F) 7=-137(F) 15=- 80(F) 16=-80(F) 17=-52(F) 18=-52(F) PLATES GRIP MT20 244/190 Weight: 64 lb FT = O% i aa ar<,r n«ap nln ar •u ron r 1s8 uuu't 6reou tma i w c+ncnl nnrox txtr, 4tuicr aurr a rw rurar«,n„a w anr, » tre r 6r, ar.y;tbblw sr a t t..er w r ttaK,r s re.r.0 ,4 «wr.+H ram R min! waeM {Mns W k urMMI4SsNMM Isolrpteeupll fRwAA, rnaN fgra NeuNlta i@6 qu xnexrgorrdAeKRsmMaryettgmtl+iJn h Mk AAAw ngMhasOr" .nf hhah.ndn@t! Its d v."onwr,IMM; Wmos ernr ' Anthony T. Tombo 111, P.E. wt vdantmssMa?kwquMrsswndsano5rmr:Mtlwox'sedaxnefyemwMMtlfarQesgrn.aAeeowafAMn(.9eK(MlkNrwMMiquNONinl.1leavo,i0neibbooeonMfe.sedtk?rns,ak4MgMwa..SAnyl,p511flMsoNNOUatbrk'k=ryws4netd 80083 ntl: HfyOesgra oM(Ktn. arks sa nsupo to6 oM asnxnsmmrp*t«,aml wgso swm Ma.mw xsttpllninlNinsNiuina dnraUwtowp pswc m wr s r,rsp;tsaifilwsoM Mxsnnw oas BoulOa.ims 6esyo atoms xwwwn4451 St. Lucie Blvd. moss w>tn•rsr kMNLra;oMatoraf amanwa won ronus wohN. tklnss Gtupo folnon :s nCi Ae todMM beap. nl.ss srskv `awn Aon MNar. sn np ardgrRs xom M Na RFt Fort Pierce, FL 34946 Capyripht0TQ16 A I toot bosses- Anthony 1. tom6o ill, fiJ. tepiri'man of thisdoamom, is ony fmm, is prohibited wobom the tiinta pnmistloo from A Rol flosses- Anthony I. lombt lll, P.E. AL I L02 (Hip RYAN HOMES / SUMMERLAND Job A0181E cusses, Fort Pierce, FIL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:22:08 2017 Page ID:?SOQVIIZBGko2hFpRYibzzzOpep-m6YZVKkp3Gfv8YuoOeNtvkM3pwqbSgh3BHB5NMyB2z 1-0-0 7-6-0 8-6-0 16-0-0 17-0- 0 0 7-6-0 J +- dT7-6-- U4 = LOADING pso SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0L96 TCDL 10LO Lumber DOL 1.25 BC 0.74 BCLL 0.0 Rep Stress Incr YES WB 0.09 BCDL 110,0 Code FBC2017fTP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SIP No,2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 3-0-9 oc bracing. FMiTek recommends that Stabilizers and required -- I cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 700/0-8-0 (min. 0-1-8) 5 700/0-" (min. 0-1-8) Max Horz 2 45(LC 12) Max Uplift 2 = 458(LC 8) 5 = 458(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=-1225/1962,3-4=-1126/1962, 4- 5=-1225/1962 BOT CHORD 2- 8=-1744/1118, 7-8=-1764/1126, 5- 7=-1744/1118 WEBS 3- 8=-353/235, 4-7=-353/235 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= l 16mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat, 11; Exp C; Encl., GCpi=O. 18; MWIFIRS (envelope) and C-C Extenor(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. 4x6 = 4x6 - 1. 50 11 1. 5x4 11 Dead Load Defl. = 1/8 it 3x4 = DEFL. in (loc) I/defl L/d PLATES GRIP Vert( LL) 035 7-14 >546 240 MT20 244/190 Vert( CT) -0,27 8-11 >703 240 Horz( CT) -0.03 5 n/a n1a 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 458 lb uplift at joint 2 and 458 lb uplift at joint 5. LOAD CASE(S) Standard Weight: 59 lb FT = 0% 42rsgpMO . 4 5" so Anthony T. Tomes 111, P.E. W".4 sink lot .4 ! IWW M d Vkh.".6w.1 he" *.p 1111w"' Ift 80083 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Reploilv( sta oubis doompt, is any form, is poh.bod .,thovi the .,iften fieun,smon hom A I Roof hiuses - Anthony 1. Insists III ?,L VrRCSIJIAC L03 ____JCommon 1 1 AQ1818$9 Job Reference oRtional _ At Roof Trusses Fort Pierce, FL 34946, design@altruss.com ^ Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:22:08 2017- PagE I D:?sOQvIlzBGko2hFpRYibzzzOpep-m6YZV Kkp3Gfv8YuoOeNtvkM3Cwn4Sfr3B HB5NMyB2. 1-0-0 8-0-p 16-0-0 17-0-0 8-0-0 - -- ---f 1-0-0 i 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1,25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. 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 ug_ ide._ REACTIONS. (lb/size) 2 = 700/0-8-0 (min. 0-1-8) 4 = 700/0-8-0 (min. 0-1-8) Max Horz 2 = 48(LC 12) Max Uplift 2 = 455(LC 8) 4 = 455(LC 9) Max Grav 2 = 700(LC 1) 4 = 700(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1224/1952, 3-4=-1224/1952 BOT CHORD 2-6=-1730/1102, 4-6=-1730/1102 WEBS 3-6=-712/376 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=15ft; Cat. 11; Exp C; Encl., 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. 4x6 = Dead Load Deft. = 118 it 3x4 = CSI. DEFL. in loc) I/deft Ud PLATES GRIP TC 1.00 Vert(LL) 0,37 6-12 515 240 MT20 244/190 BC 0.90 Vert(CT) 0.28 6-9 686 240 WB 0.14 Horz(CT) 0.03 4 n/a n/a Matrix -MS Weight: 56 lb FT = 0% 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 20Apsf 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 lb uplift at joint 2 and 455 lb uplift at joint 4. LOAD CASE(S) Standard takq-%vest 6atgdt inky 9e'A I t9Ci' IIVS4FS!'SECIU'f rdARSt ICtlIS I f D161npK iU5@CF ("NCtI'; k't!!@fiiC4YLIC laa- Calr nNt laenebt tel rM Bear to Wt fmt Step SrtaNl4ppiterke AsCkat {.leased, t-L IMetue 54sa rba<esn adns eMta+st ddel w M tGR, wh h1k!emrM lgtta+ifAknNMMNeaktNf. Cu kns ksp ty n¢e_SptegRE 'a Ne sedan[B9 n{a;aas ea mepgxedMe peMswa crawl regnsn ut!heMlnpdoe tape tees la}iMlnne [D@wr.wntn-I. tke ksp nuapws,hMgexlaws. wnldar Anthony T, Toribo 111, R.E. Zt adwaAnlmss4xp4Muli,ran "Vorr"iraano—raotn,, caner.tMepaaaakanpheura.altcteknar w,nt1KW&WgbMqMeaatn-1.@eepnasdMiepMtxheneudM'rru,nrckerotpk+hy:Wtm.asaflawwekaalaeakRreslannaha 480083 krw,easta(eebaw uea a«aamaeNwpgan tln»taMwwy enftxa amu,akipaLsaanin Maaaeida Nwpwaynaae m-ISeAw eyaa%Gktaauatdwsl=nskya.Fas1 ya rxalaswn.daba eas Aggtu qbM npe temM epw>laeaah{yMMrtataMtd. pk fnn Rapt frytk«seot9a lHAsh Cespx.x lass 4r Cwptn dap wNal. SR tgadedxaxas neA4gladrl. 4rt er , FL 3494FortPierce, FL 34946 Copyrithti?YRI6AdRoaflnsserAnthaayC1onbelll.p.E. tepeolwtionofthndaotneat. in any foam,itptohilinedrrilhomdearintapnmaslonlronA -I Real Ifews- Anthony 1.lambplll,R.t. ga nruss.R:vrn nun: a, rzu s NOV iz zu1 r rnnc 6.1zu s Nov 12 2011 mi l ek Industries, Inc. Fri Dec 8 11:22:09 2017 Page 1 O:?sOQvllzBGko2hF pRYibzzzOpe p-EJ6xig IRga n m mh T?yL u6 Ryu PcK H E B 71CQxwewoyB2z 1-0 0... i 5-11 4-- 1. 5x4 II 1. 5x4 II t— 4- 4-0 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deFl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.05 6-9 >999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.02 6-9 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, 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 quide.__ 1 REACTIONS. ( lb/size) 2 - 221/0-8-0 (min. 0-1-8) 6 = 303/0-8-0 (min. 0-1-8) Max Harz 2 - 105(LC 8) Max Uplift 2 - 151(LC 8) 6 - 167(LC 8) Max Grav 2 - 221(LC 1) 6 = 303(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3- 6=-208/340 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5,Opsf; BCDL=5.Opsf; h=15ft; 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; 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 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 2 and 167 lb uplift at joint 6. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 24 lb FT = 0% a« wy nw,e eaww r, tw«« ne'ki mcr r sxt?'stttFrl uent, rrtw5 a t.x(a.r.xuttw rosroxrsrlr, s:pea::tsxtar aw« r«dr k r r«mw«l Ord tea,s drt t,s, oerge a!*a puriw4ae w.er r re«! . rt tww,uc uew ra«R :._ adrci a4«nu se«a a ar ta.!!+r Marty: wwMr!I«44ilkwRNMaRtrQpkllae.ait Qqt NsNr 11 f4x itl.ip&«IRfllpeK(. Rb fRNway rka `M115 w«IIIgl:Rd«e tlwtti5«wl IIae1««r llfrrti 'W!1«pR weR lntt N}t(IR{wlef{D@Me,WnIh.{_I4 h5ge ltHwt«lRf, «live (INaIltc *del Mludepsrml4mb0. htlnMlrcpad kl'tONa—%Oww`t «bleudeµw«Fe bdle{Ars".* hook*.%r.Wk 800S3 dlelwec«N eAtht. ik prrgdlle F l wlwMN.udM?ln>,nlMylr l+t«MatelMin ehluq cklk la uy nAr9rw Anthony T. 80083Tombilt, P_E_ e. k' gw'wlaew r auacw.a0.awraep«a wtwo", to xn r« t pW.W.; gIII* u«e aawde p«d R 4"111 Wwderorwew anaew««mgglaewk—hol mI 4451 5t. Lucie Blvd. apynold02016ILIImlIrasses-Aedwe2Liomba111. P.f.ItepradacoaotIhisdocuewetiaany fow4look.biledwohmIke idlepemn.oekomAIRWI ... Its -An%.y1,lamboIII, P.L toftPierce, FL 34946 M6E Monopitch Supported Gable Qty IPly IRYAN HOMES / SUMMERLAND A0181891 r_E 1-0-0 2 1 2x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2011 MiI ek Industnes, Inc. Fn Dec 8 11:22:09 2U1 ! Page I D:? sOQvl IzBGko2 h FpRYi bzzzOpep-EJ6xjg I Rgan m mhT?yLu6 RyuQ LK KT B 7 U CQxwewoyB2z 5-11-4 5-11-4 1.5x4 II 1.5x4 II 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(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 FBC2017/TPI2014 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 - TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 - 17/5-11-4 (min. 0-1-8) 2 = 198/5-11-4 (min. 0-1-8) 6 - 308/5-114 (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.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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1, 3) 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 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) 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 a'"•t Maeaawptreeerr Ay'r!t-0Qr lMi3ES;'ift:-`,i';k izt kUkis.A taFaA4 (e tRMl;'iCr'g tf ":rR6NSRi'i.. fsdr av graNan al Maerr ana Inds 4nqu fse rt;'Q NAM kgkwg t-£. *aft hrpMS*0Mwen. idus exnn Barr ar trA } I,— ticvs lNRM naM I aN.df. isa GnrRnge £ttan:.er i n 3r £rgwanba ud. wai.pennaecttp +far pehssrxd apaenarrcyea5an M9a krgeAae so Imx h}gNaae td@nd!,wkr tlk! lk hzga acsrmar. trM a.hMee.. s+YAm Anthony T. Torrho I11, P.E. r anrr r. ane.rv. xw ema nao,.draaav wac> r a;aa daiaa;rmst4 . v,maa ate. a .w kt tir,* xay.axsA uwgs r«rn,an a a 80083 u4ane .eCaa«m es.m naexa .ea. axi d a,t yca«r n.+u r +b`n a a a<,,u a pew r r mr+ma. a r«wtw rea rc.?r u a y h .ta-ft*e ..ax„ 4451 St- lode Blvd. eauu kfaetkrr.pnsw''`"+9hd!t.sa.d.N?ir irrss rq+fga«Mlv S as R«WgPe,a.Frv s i.sa.faa, w+-ra cgaMeed t+m.r l auMatNt. f - Fort FNeFCE, 34a4fi uppiR rC7Rt6A-I1wheue+ Aar6aa11ta.6aill,P.E. Raprabamaat hirAwa.eat.raoay4wm.tcPmRil+itaAsebumtAe.•anaapermtesiea6anAIRoalfeasrns A.Th"t -6 111 P.E, WRCSUAL (MG7 Type Jack -Closed Girder MERLAND A0181892 0 Al Roof Trusses, Run: 8.12U S Nov 12 2011 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Fri Dec 8 11:22:10 2017 Page ID:?sOQvIlzBGko2hFpRYibzzzOpep-iVgKw?m3btvd0rl BV3QL_9RcUkSVwRULfbgCSEyB2z 3-5-13 3-8-3 1.5x4 II 6x6 JUS26 3x611 JUS26 04 JUS26 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1,25 TC 0,18 Vert(LL) 0.03 4-5 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) 0.06 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 FBC2017/TPI2014 Matrix -MP Wind(LL) 0.03 4-5 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT 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 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or B-9-0 oc bracing. MiTek recommends that Stabilizers and required- cross bracing be installed during truss erection, in accordance with Stabilizer Installation-uide. REACTIONS. (lb/size) 1 = 1502/0-3-8 (min.0-1-12) 4 - 1542/Mechanical Max Horz 1 - 138(LC 8) Max Uplift 1 = 439(LC 8) 4 - 520(LC 8) Max Grav 1 - 1502(LC 1) 4 = 1542(LC 1) FORCES. (lb) Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2117/602 BOT CHORD 1-9=-653/1919, 5-9=-653/1919, 5-10=-653/1919, 4-10=-653/1919 WEBS 2-5=-433/1579, 2-4=-2157/734 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=O.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 439 lb uplift at joint 1 and 520 lb uplift at joint 4. 7) Use USP JUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-5-12 from the left end to 5-5-12 to connect truss(es) B04 (1 ply 2x4 SP) to front face of bottom chord. 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 + Roof Live (balanced): Lumber Increase=1.25 Plate Increase= 1 .25 Uniform Loads (plo Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=832(F) 9=-832(F) 10=-832(F) PLATES GRIP MT20 244/190 Weight: 40 lb FT = 0% Fmny lh.0 Ax«y+i.:m w ne'k G's [i64SK;`tfaiYi a txt tEWS uae urs arsmx!"krti^,-a.%cont wkyr.. ru+k4p pwMa, and nos a mr €ter tk,g €erw4.' q e u . rxq , r.r 4tvaxr 4kn k e 7Htsz tkx»x rtati « t axr tatdznMun µa+rU&unelar axF hNrtbl ksrim 0ugr(epen,i.e sou ttrtpaea; Ae uAxsr t;@ eves,M, x xeMwedMKAttc rteybea{mya.,4dw hr be ksp dae so$elms Npmewa. i3r an.aW FHl ib ksgr aeHerxwc. Nate:mk6rt:. s.xhihC Anthony T. Tombo 111, P.E. ad«dmsH a. .ra,R na am.a.oesxe s a G ar asn a :aau a. aa aa am_tte.r ade sever waydbxi ,.« a .xaynaaa wir«*tw Ks xvs+a « a9"3sa; arms ac em x„rr,a xyz+ a Farnw xxa7:4a a p.a, mi+a r.ar,as rasa a Mersxkrwlkef,Rx: qrM q..rwp kr p,ms eerkk .k 3raa DeN Epamali°Ae 4Mht 8x',I eee. e::msi.mzf Aan k1c Mxn re rz knMn t. & as wp ka rc.t;ro,, Ma._aNu 4451 SC, facie Blvd. 4 Fort pierce, FL 34046 toPYrigU lPidA-i taA tlxsresFniheer l.lomho ll4r.F. Repmbnienai lAisAavaket..a am tae. es peA(h4edxAbaW the rritMa permerstea irnm AI tool twuar Anthear [, loa6o llLr.L Truss Truss Type Qty Ply RYAN HOMES ! SUMMERLAND SUAL' VM3 Valley 1 1 AQ1$1893 Jab Referen optional_- __ of Trusses Fort Pierce, FL 34946, design c@a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8,120 s Nov 12 2017 MiTek Industries, Inc. Fri pec 8 1-1 22:11 2017 Page ID:?sOQvIlzBGko2hFpRYibzzzOpep-AhDiBLmhMB1 U??cN3mxaWN—oG71?f2pVEFPI_hyB2z 3-0-0 f 3Q0 2xa LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d 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 125 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc 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) 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 whenshown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard Ye+«aq-RMx«a#Mt'a"Ma m1'A i IGQF tMS1ES;iEEet` Row tFFki 6:Cs6t09a4 EESt6siRUitt^}fhcWwsEE&Ykar i«a iddi k!qa a««eNss of'M E WW 4ledid«a rta FA«r d6«are sUMmsa t6ls¢ wiar aa«en wa,aaaae.wr«aatPA«a w. icaE;wise+q tgmaRe tm b am;:.M eatx t66nmi«a,a«tad«ads.paes«aaepanx icu+a aaaE«aaasa«arm,wtm,a eep6.t69aa.aafit`t t acsgaa agaac.w p:,a6aai. as Anthony T. Tombo 111, P.E. mt*kdAk unsMw,p.a lk H@waMa7!d9a@oase6+w'r Mr+dgm«a.{r9i hr n+,«va dse MCMM£s#de ucdmaaeMlNl. hrt tteddMt Mar adl dmirsi-mh'MAfMiakske e,«s«skltit Wfxap rldetweik k xd60&3 a an.dtw is«s ix«e« aus.naanprd sda aati,rt«a dmawna nia aan;nw ul«a-a awnnda mEsanx<aaani«w de Fa,mntr, p a n .u.„St,+«« upfxetltatawa! «, Mei flaxied N. tietiusb E n>'Y.«a arwiSske4gamde* iA art or , FL Blvd, w . Eae w «' wuaq cwmaa6t««,«aerw aaa'nt frxt Pierce, fl 34946ZtrIfyritkl 2016 A tW I-w Aathaap t. iamk 01, F.E. Iaprodarl .6 0 Mii daasem, m my Eaas, fi rok4 kd *Am Me wvne' pxmlrr.. has A 160 lases - Amhaay 1. las a Ell. r.E_ ypc uq` rly RYAN HOMES / SUMMERLAND WRCSUAL VM5 Valley 1 1 A0181894 e Job Reference o tional _ At Roof , FLTrusses, Fort Pierce34946, design6altruss.c6m _ _ Run: 8.120—Nov Nov12 2017 Print: 8.120 s Nov 12 2017 MITek Industries, Ine. Fri Dec $ 11:22:11 2017 Page I0:? sOQvIlzBGko2hFpRYibzzzOpep-AhDi8LmhMB1 U??cN3mxaWN_iK7_hf2pVtFPI_hyB2z 5- 0-0 2 1. 5x4 5. 00 ('12 T Wt v 0d 3 2x4 r 1.5x4 II i LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1,25 TC 0.43 Vert(LL) n/a n/a 999 TCOL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-" oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requireaP cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide_ _ REACTIONS. ( lb/size) 1 = 16414-11-6 (min, 0-1-8) 3 = 164/4-11-6 (min. 0-1-8) Max Horz 1 = 83(LC 12) Max Uplift 1 - - 41(LC 12) 3 = - 75(LC 12) Max Grav 1 - 164(LC 1) 3 - 164(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; 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 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 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 0% Mmaq- MuaMx tr raex r tla "A' 1£Q[ IICSitf `SFI1iK`} SFrdf&t SEtkS taIYAU!9fM1:&4tD4!'itffEY',-k;'k]Y1A'iC6G4£Mt' qra. MtF IMi#tfx n W M wets w MF `vus pxu &wW `,W W Ae k*" t 104* 1`1 lAuau Skrt Met.0 7tzt akenu teMi e p. t7@. Mr ItileF<edtt ipaea uM enelM fle r49aMMM. AteFP eresi¢ehsenhe 4u:aerfepaett;. Ae uA mwn i#B irywawtsmmrpparNMp+kss egwa+n nwnd erM Ax kspedAes Geis MWedmlaP xk, wlee Bl. to fttye FtF ynwc. weq Ant. swiddar Anthony a xueFeneMrkdd+#nbnet n.ma d G., aa. q naw k.r _ra+a x arc.a «ia.a.a «amt raaa.r aas, sa [a-e q.u ophukn+ Nxa au ar , k T, Tombo 117, P.E. 80083 ns kmkryangerari:aaatn as uae ,n tas::x tAfl ad4r K«we wrwd+»d na wasrtNad.dcs r,ymwsue f mai w n+t xt,ro„a,a,.a rMn a, f.,, a 800R3 enarse ktf" hd nx #q e4= !'-- #e.gap, irnx a, !ng„ee «I &xo Ma+enR+er. wine x+ y, re,ahy, M3meBe ,c;.tm 4451St. Lucie Blvd. i *Pf9^^h r'M Me' n .0 4gteefegeen dmx M+ikp. t#cV vl aeon ores Mxet t 4lk. aproi Mt &? Ppid A-t Raef Ganes Aathoarl. WWRI,r.l. teteahttiaa d tkis dat mem,ate}imm ispah.b0d.oliwtht-twM.-i"ham A I tod Gazes-AatheRy I. toaho III, r.t. cat PitNCe, FL 34446 JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTLOI An A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach King Jack w/ (3) 16d Toe Nails @ TIC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's I Attach Corner Jack's w/ (4) 16d Toe Nails @ TIC w/ (2) 16d Toe Nails @ TC & 3) 16d Toe Nails @ BC 2 BC (Typ) ca ich Corner Jack's 2) 16d Toe Nails TC & BC (Typ) al nwa.—%.4.145:F}tA#w ,i,kir.ifov,!,AmtiCNPfI (WV Y`wi",,E%*M r*- 4 .. w'4n lms Sqr Fwrx¢.T.$R ed lah k t It IR: r, e kM x u A 4seK »iw +@ hf w ie'lm.. ah sa r +aar.,ts.s' a« s:ctsro3ngr:aa« < sr«,.iqr««.uuxuant r«axu Wx aka«eaea sd+,.a* i«akekyea:wap.7en mm. t. teeasaeax <xvm.`v,. Anthony Tombo 111, P.E. at+xF ctwstrm+ , art'.a«a«A,arEasxma«a «n tnapt,.xm nt+ttN n Aael tMm au3aRMkasm uaam wa s+a. zdOt? Arm rt.+htna a s, a+eRtt4antaeF+ercNpehfwieiar C+^+trNS tg ;!€i"-1 egrets tnrmuw rpa«Mp3 xt tk as.. s .lenity/mhas4 npa do-zs +9Pt mwa+s na s 4451 St. tulle R1,4 t ag'srtrexgtxe.ee.,4q p rmw«+,a t, ro as .«tmut.,.+r Fat PtKre, Ft 34446 C ti r'L' 2t3A ki toal iwuts - 404My i. W& W P.F. mallow n psaA4"tl .itAW qta «tm«a,a "S" ham A4 tad Tmses Astaapi.lemk IH P.E. FEBRUARY 17, 2017 I ALTERNATE GABLE END BRACING DETAIL I STDTL03, n* A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772.409-1610 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD V - 3' MAX. DIAL. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCH TO DESIGN THE CEILING DIAPHRAGM AND IT ATTACHMENT TO THE TRUSSES TO RESIST P OUT OF PLANE LOADS THAT MAY RESULT Ff THE BRACING OF THE GABLE ENDS. 2X6 DIAGONAL BRACE SPACED 48' Q.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) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL CABLE. 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 SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. SCAB ALONG NAILING SCHEDULE: VERTICAL 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 (.131' 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). STRUCTURAL GABLE TRUSS MAXIMUM STUD LENGTHS ARE LISTED ON PAGE I. ALL BRACING METHODS SHOWN ON PAGE I ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. 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 / UKAL TRUSS 3TUD AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING 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. JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04 CONNECTION DETAIL w.x.w 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 i CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. Bill M eawr NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" Q.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409-1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24. O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8" TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS, AT EACH 2" X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. i.rwghrot. ,an.wke`AIkA44 :N51Ffi.lv,EP, i,Li£4it 9FMF<.. fYt',JrF;'f'iKii f :3w. hM de 7aA C. s614s+aewaSwR isas&A ifi6ekAt ?.'s a9lLfM ttSkfu M+a n1. `Au SIM<#4M P@,r+k e«To-sswraa. v. si ksr# .µ'1erop,aw xsµknxS.+y i a+s.. gcraM!ga»«',aua•eni spmw•.awcspar+e +Raex;s naz,eyxassa kAo- a; aar vqw k.xt agaxeea br t&b aa.WrtRt Faµk+ ..wt= ±..mat<wwr<ws tm t. Anthmy T. Tcunbct ill, PT, a aae'r.sk Haan am;aµµx ae iwx.'sara+cwgw.w Srapa.ae,« aa;G.Mxwmme ,mµru741. W aat .ara+xafo.axatne..a aa.µ bmgsa4aoµr S W083 r dux vtt.x.ar_'%r a. µa.W1 W*vtft.W p4owaxµi W4 wP.0 pdua *m 4451 St. Lade(Rvd. a .m+ het, ed ro+..•.ga lneas a t+*sxassetsp.a sa rne arw .F,",:Mzwst a«e arx u an.s naae,+a a Fat Pierce, FL 34946 fepngM$1t8l6 bt Bad ferssws btka.}i.lw5a i4: R.L B.pelwsuxxdthis iosweew6 iw rwy ke.<4s txrx+7aml.ifkxet e wtx.w pttaisuxrfiae A -I Bed Faauex-AxtMexp f. twe w 171. d. JULY 17,2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED 1 STDTL05 - A-1 ROOF TRUSSES 4451 ST It 1r.IF R1 Vn FOF SECURE VALLEY TRUSS Wit ONE ROW OF I Od NAILS 6"O.C. DETAIL A ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4- X 4.5-) WOOD SCREWS INTO EACH BASE TRUSS, GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3" X 0.131" = 10d 2, WOOD SCREW = 4.5"WS45 USP OR EQUIVALENT, 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24- Q.G. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL "A". 5, BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS, 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48"O.C. E END, COMMON 3S, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05:146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 11 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. out it No Antborry T. Tombo Ill, PS, 80083 4451 Stt Lmie Blvd, Fart Pierce, FL 34946 te'"W'009 61 IN4 knwl m 09i Iwm , pr"rorl *-*rtot tht.6tka petamw Itw A I tog Itaso Tomb* III, ff, I - JULY 17,2017 1 TRUSSED VALLEY SET DETAIL I STDTI-06 A A4 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 SECURE W/ C VALLEY TRUSS TYPICAL) GABLE END, COMMON TRUSS, OR GIRDER TRUSS NO SHEATHING) N.T.S. GENERAL SPECIFICATIONS: I NAIL SIZE = 3X 0.131" = 10d 2 WOOD SCREW = 3" WS3 USP OR EQUIVALENT. 31 INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6, NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48* O.C. P f 12 SEE DETAIL'A" BELOW (TYP.) 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 3/12 MAXIMUM 6/12 CATERGORY 11 BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1,60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24'O.C. (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS3 (114- X 3-) WOOD SCREWS INTO EACH BASE TRUSS. 4451 St, Woe blvi, Fort Pierce, FC 34W, ko*W!l jw$sm ti JULY 17, 2017 I I\ V u %.> L_ L j V f-%L. L. L_ I %J L_ I L"J Lw 1 n I L_ HIGH WIND VELOCITY) STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 74 WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY 11 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 H. . DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD H I I BOTTOM CHORD as CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6112 (MAXIMUM 12/12 PITCH) Avaq xmn a"ttFefs ll xSN,ila,f!'F. SfNetai.?Eitkiltt;4FSz."!,^!Ek"1i[F1il C bra Far kvyt saN t mtm mtkrlvazs .t{'i6l si Aa Amle^t {.i k lt. tf tigq 4dwr.a. s .stt s#ktat C,t AUdtaa.,Ar r}t kntl!u! € mAtrfd keFmsx s, «e.,4«abrtpgsa,Ar aemt t+mq:mamrt s tprda msi as me tsmtApq>e4mAzvlAWmAr.wlvtRt. Mauna .s Anthocy T. Tombo III, P.E. o a t has xaa ,m a A"na.Cx'rwRwn ma0 0xxn aaetmrMa» a p saenrtn! ae ra.rm zrxaeas t rc a a m1Aua9 aqF ! ,n a ? 80083 ml ixarscaz tamrz attaemat't6WgnµaAt rm Ada, t. i iramxsNlUfwrikiN aM SR}mnr4a tNEi nk: Rem s AM 6AtsNmx Nasc@e< keiswasqen. f.>waaaa, ass 4451 S€_ Lucie Blvd. PAavw keCfwtt2rFal+2e+rt.va ksY AaMe+e"dw! 4,n nsDrs4nEa{ami NsrrarH i.gi!tgar al a, i kwtepaes m kA spm we Fak o-sia#id Fort Fiw(e, FL 34446 A.i"a tr". Fnx6 t 1w .tq Ft FEBRUARY 17, 2017 STANDARD GABLE END DETAIL STDTL08 VERTICAL 2X6 SP OR SPF s STUD #2 DIAGONAL TYPICAL 2X4 L-BRACE BRACE NAILED TO 2X4 VERTICALS W/IOd NAILS, 6` O.C. (4) - 16d VERTICAL NAILS 16d NAILS SPACED 6' O.C. STUD ( 2) 10d NAILS INTO 2X6 2X6 SP OR SPF #2 SECTION B-B 2X4 SP OR A-1 ROOF TRUSSES SPF #2 TYPICAL HORIZONTAL 4451 ST. LUCIE BLVO, BRACE NAILED TO FORT PIERCE. FL 34946 2X4 VERTICALS 772-409.1010 [ SHOWNUSS GEOMETRY AND CONDITIONS W/(4) - 10d NAILS ARE FOR ILLUSTRATION ONLY. SECTION A -A DIAGONAL BRACE 4' - 0' Q.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. t2 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - IOd NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) 8d NAILS MINIMUM, B 3X4 = PLY2SHEATHINGOOO TO SPF BLOCK ROOF SHEATHING V P9 9 RVv n - / DIAGONAL BRACING *icL - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. 1.MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2) - tOd 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE ENO TRUSS AND WALL TO t2' MAX. NAILS BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLOG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. TRUSSES R 24' Q.C. S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' Q.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 2X6 DIAGONAL BRACE WITH t6d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT v SPACED 48' O.C. ATTACHED THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE TO VERTICAL WITH (4) - STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 16d NAILS, AND ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240. DIAL. BRACE TO BLOCKING WITH (5) - tOd NAILS. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1 POINTS 9. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE IFF NEEDED TRUSSES. 10. IOd AND 16d NAILS ARE 0.131'X3.0' AND 0.131'X3.5' COMMON WIRE NAILS HORIZONTAL BRACE RESPECTIVELY. SEE SECTION A -A) It. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSO. END WALL MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 20 SP #3l STUD 12' O.C. 3-8.10 5.6-11 6.6.11 11-1-13 20 SP #3 ! STUD 16' O.C. 3-3-10 4-9-12 6.6-11 9-10-15 2X4 SP 931 STUD 24' O.C. 2-8-6 3-11.3 5.4-12 8.1.2 2X4 SP #2 12' O.C. 3-10-15 5-6-11 6-6-11 11.8.14 2X4 SP #2 16' O.C. 3.6-11 4.9-12 6-6-11 10-8-0 2X4 SP #2 24' O.C. 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' Q.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP 142. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7.10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. T-BRACE / I -BRACE DETAIL FEBRUARY 17, 2017 STDTLO9 { k WITH 2X BRACE ONLY NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 907 OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD, FORT PIERCE, FL 34W 772-409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS 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 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 A A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 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 THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 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. USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 31) NAILS f0.131' X 3'). BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0.131X 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 USE METAL FRAMING -I L ATTACH TO VERTICAL ATTACH TO VERTICAL L ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d TO BOTTOM CHORD NAILS (0.131' X 3') NAILS (0.131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK ( TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH ( 2) #12 X 3' WOOD SCREWS 0, 216' OIA.) 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) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17,2017 1 LATERAL TOE -NAIL DETAIL I STDTL1 +1 ', - A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 NOTES: L TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45* WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO AS SHOWN). 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPIF SPF-S 131 88.0 80.6 69.9 68,4 59.7 z 135 93.5 85.6 74.2 72.6 63.4 162 108 73.8 rj 128 74.2 67.9 58,9 57,6 503 zO 131 75.9 69.5 603 59.0 51,1 148 81.4 74.5 64.6 63.2 52.5 Ni VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED, EXAMPLE: 3) - 16d NAILS (0,162' OIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF LIS: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30* TO 60' 45.00* ANGLE MAY VARY FROM 30* TO 60* THIS DETAIL IS='ONLY"" APPLICABLE" r THE THREE ENO DETAILS SHOWN BELOW. _ IVIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30* TO 60* 45.00* FE"BRU"ARY 17, 2017 UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 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 0 131 59 46 32 30 20z 0 135 60 48 33 30 20 m 162 72 58 39 37 25 x 0 128 54 42 28 27 19 Z— 131 55 43 29 28 190 z 0 LU 148 62 48 34 31 21 J CV z 120 51 39 27 26 17 z 128 49 38 26 25 17 0 131 51 39 27 26 17 148 57 44 31 28 20 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' OIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND OOL OF LGO: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (OOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR Sl 3E TOP PLATE OF WALL 1VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY L NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 I WTYP NAILER ATTACHMENT STDTL 13 1I . vp . A-1 ROOF TRUSSES 14451ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 I.0 x 4 W 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 I TYPICAL ALTERNATE BRACING DETAIL I STDTLI4 FO EXTERIOR FLAT GIRDER TRUSS 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(2'-b") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 iwea-t&hl Aww}itn n++bx `A.r.ibiX4(SRiEP`6P#Fl4'z!1MSt(C#rtk1M.:kSi R `7€Y?Kt9C+X1?i#kP'f.. Mf!!*Tt..xert eM waaMeRrc 4+n SW ArneA t'`wta. N n4 i. tneM 44 t4 Mrt..e4r..f 6d n we .W Awrtv aiAM+.'krt. aitr Anthony T. TQmW Ttt, P.E. aia..A+m,FE..as kx Ke MMxe>a6r,raNwx+NtM rEe+4.xr ar .nr'r nlFru#N wM^3trnlxr a 4r tea ! '. Rr t4 Mtar worn 6n,Mes ie *+p„san+: wa+a+ t art.t z, A°"t•- Yr aawnn.rava9 nak.,.ywa.a,+ s 9ROR7 a n +; ^« . txrtx.war+n tierosrwv a+r ..,wn+ad.aa eiwniMrr.erar usP o+ re [r.+t vuen rMnwta r,.ar+e.. +-a +a.nw. .arr,Kea,txe }+nr x=*rx+«rM««a nr.w.a«t!•a. acc 4451 4t, UWie WVd- anawhrnWNbrFMVMr¢w4T..nRNM14M •rKM Rr hntOa+rfRpMep lt6rM 4,s+e+niarr, S ertFryMxk.a Mdk,. AAa Mwrt+•rn4Uur4atRSi Fort Pliwe, FL 14446 w f 4llRykt 2"-:9PQl.-1 eFrf tC)iRM1-:in1EP11}t, q4 6 tt. R.t. tF1P wtkF4 Rtlwf4jMIkR111,iP{Rf tN11b 1 p1Wi i4ftS{wHl4PllRn.C111h. NIN11 3%IM f1 R A.j Rlf [fR44<4 AlfNM4y 1. {aMd1 m. P.f, FEBRUARY 17, 2017 ( STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL1DAMAGEDORMISSINGCHORDSPLICEPLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772AO9-1010 NOTES: TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48" 3697" 5485' 3346 5019 2829_ 4243" 2898 4347 IVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (.131' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE rla TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN, THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. I - F'L AIIARY 17, 2017 I SCAB APPLIED OVERHANGS ( 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: 1.15 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 #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS 048' 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' D.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. 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O01 R4' ur Pry4dop "All ol6un wµp u61,op o41 All AI,pW,uodcu 0upom0uo pumu.4ok uyop tpol0'd r4110 pod AT AoW pull u6nop Wruedwu lunpma AIIIAW, uo (cpowmoq 6unn,(ul pgROgoq lrmpmlj•, w nw!110 of puwp, r[IR)+001 IIP 10g p01 14 All I,'egw'q An41Ry of puywm, uuq uoq Wur41 ollrpn g61141' ry('1— r41 Ir 1-11mo41 pr mnpu rW OWImi. lIl Pull I8I004 Bpo!..o1p ulnrq nm1 R41 1u,Pl!01 04l All qp oW All 6u41,w u1 ,nu,l fool l4 41 Pr4'm .' unq A.4 1R4, ue4m4pnl Auo 6wprytW •(quowmoq 04pum/ul luRpu46„ Ill uw4 ,r W Pouqu mlo) quowmrp uopin4sun pqo poaqu polold 16 +coumoldwm Puo Ansmao +VI undo Apt V oo be &aM 11J, t, " -: t )j"J, N City of Sanford Building and Fire Prevention Product Approval Specification Fo Permit # # 1 8 1 5 Project Location Address 11 As required by Florida Statute 553.842 and Florida Administteive Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2 / 15000A Sliding Ply Gem 4780 SGD 14634 - R3 Sectionat Wayne Dalton 9100 - #0600 #0607 9147.11/8174.2 - R12 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hung Fixed Ply Gem 1500 16104 Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other I June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # including 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 - R1 2 Underlayments InterWrap Inc. Rhino Roof Underlayment 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 Roofing slate Cements/ Adhesives Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals Inc. MMI - 213 Off Ridge Vent 16568.2 - R1 Other i June 2014 Category Subcategory Manufacturer Product Description_ Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels 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 Ct)hstrudtion Products I. Product Name Grace Vycor® Plus Self -Adhered Flashing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fax. (410) 431-7281 www,graceconstrucflon.com www.graceathome.corn 3. Product Description BASIC USE Grace Vycor® Plus Self -Adhered Hashing is a self-sealing, fully adhered, composite flexible flashing designed to protect critical non -roof details from air, water and moisture infiltration. It provides an excellent positive seal around the outside and inside of doors and windows and can be used to seal joints, seams, holes and other undesirable openings in wall systems. COMPOSITION & MATERIALS Grace Vycor Plus Self -Adhered Hashing is a 25 mil (0.64 mm), cold applied, self -adhering membrane consisting of a 3 mil (0.07 mm) sigh density, cross -laminated polyethylene film coated on one side with a 22 mil (0,56 mm) layer of rubberized asphalt adhesive. For ease of applcation, the rolls are interwound with a disposable silicone coated release sheet. The flashing is a dark gray -blade. Grace 'Vycor Plus Self -Adhered Flashing is now available with RIPCORD'", a cord embed- ded in the adhesive layer that allows split release on demand, RIPCORD makes the mem- brane installation faster and easier and enables proper integration with the other waterproofing elements of the wall system. Priming is generally not required for most substrates provided they are dean and dry. However, on concrete, masonry and DensGlass Gold® apply Perm-A-Barrierd' WB Primer. If adhesion is found to be marginal, also prime wood composition and gypsum sheathing with Perm -A -Barrier WB Primer. The coverage rate for Perm -A -Barrier WB Primer is 250 - 350 ffz/gal 6 - 8 rn'1L), SIZES Grace Vycor Plus Self -Adhered Flashing is available in 75 (229 m) rolls in widths of 4", 6", 9" and 12" (100,150, 225 and 300 mm). The 4" 100 mm) width is packaged 18 rolls per car- ton; the 6" (150 mm) is packaged 12 rolls per carton; and the 9" and 12" (225 and 300 mm) are packaged 6 rolls per carton. LIMITATIONS Grace Vycor Pius Self -Adhered Hashing must not be applied in areas where it will be per- manently exposed to sunlight, and must be covered within a reasonable amount of time not to exceed 30 days. Grace Vycor Plus should not be used in hot desert areas in the southwestern United States. The following sealants are chemically com- patible with the adhesive side of Gram Vycor Plus Self -Adhered Hashing If the specific formu- lation does not contain hydrocarbon solvents: silicone, acrylic, butyl,l-part polyurethane and 2-part polyurethane. This flashing is incompafii- ble with creosote; joint sealants containing polysulfide polymer or hydrocarbon solvents; products manufactured from E'DM and flexi- ble PVC; and certain caulks. For more informa- tion, refer to Technical Letter 1, "Chemical Compatibility with Other Building Materials and Sealants.' Grace Vycor Plus Self -Adhered 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 International ASTM C836 Standard Specification for High Solids Content, Cold liquid -Applied Eastomeric Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Eastomers-Tension ASTM D570 Standard Test Method for Water Absorption of Plastics ASTM D903 Standard Test Method for Peel or Sfripping Strength of Adhesive Bonds ASTM D1876 Standard Test Method for Peel Resistance of Adhesives (-Peel Test) ASTM D1970 Standard Specification for Self - Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dimensions FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICAL/CHEMICAL PROPERTIES See Table 1. 5. Installation STORAGE Protect materials from rain and physical dam- age. Pallets of Grace Vycor Plus Self -Adhered Flashing should not be double stacked on the jobsite. Provide cover on top and all sides, allow- ing for adequate ventilation. Store this product in its original, unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees C), under dry conditions and away from exposure to direct sunlight. Store all prod- ucts in a dry area away from high heat, flames or sparks. Store only as much material at point of use as is required for each day's work. ENVIRONMENTAL CONDITIONS Grace Vycor Plus Self -Adhered Hashing can- not be applied to moist or damp surfaces, After predpitation, allow a minimum of 24 hours for drying before installing the flashing, Grace Vycor Plus Self -Adhered Hashing can be applied at air and surface temperature of 25 degrees F (4 degrees C) and above. APPLICATION METHODS Surface Preparation Substrate must be smooth, clears dry and free of voids, spoiled areas, loose substrate, loose nails, other sharp protrusions or other matter that will hinder the adhesion or regularity of the flashing installation. Clean loose dust or dirt from the surface wherever Grace Vyoor Plus Self -Adhered Hashing is to be applied by wip- ing with a clean dry cloth or brush. If the flash- ing does not adhere properly to the substrate, apply Perm -A Barrier WB Primer at a coverage rate of 250 - 350 ftx/gal (6 - 8 m2/L). Allow primer to dry completely, approxi- mately I hour depending on weather condi- tions, before application of flashing. Excess primer will not improve the adhesion of the flashing. The primer is considered dry when the substrate returns to its original color, mini- mum 1 hour. If primed areas are not covered that day, reprime area if there is significant dust or dirt contamination, Hashing Application Install the membrane following the shingle principle: Apply the top membrane layer over the bottom layer so that the system sheds water. For ease of installation, Grace Vycor Plus Self -Adhered Hashing has measure mark- ings at 6" and 12" 052 and 305 mm) intervals. Cut Vycor Plus into appropriate lengths, SPmoli a and WMFSPO me repictefed trademarks of Reed McWer Inc, The tan pottWE)AT& fomwt confom to the editorial style , Reed Construction Use RIPCORD to split the release paper and adhere half of the membrane, if necessary. Peel release paper from roll to expose rub- berized asphalt and position flashing to cen- ter over joint location before applying, Move along opening or joint, being careful to put flashing as evenly as possible over the open- Ing and avoiding fishmouths along the edges. Roll flashing firmly into place to ensure contin- uous and intimate contact with the substrate. If wrinkles develop, carefully cut out affect- ed area and replace in the similar procedure outlined above, The repair piece also must be pressed into place as soon as possible to ensure continuous and intimate contact with the substrate. Grace Vycor Plus Self -Adhered Hashing must be continuously supported by the sub- strate and must not span or bddgb joints, gaps or voids in excess of 1/4e (6A mm). Fad laps that occur in subsequent lengths must maintain a minimum overlap of 3e (75 mm). PROTECTION Grace Vycor Plus Self -Adhered Hashing must be protected from damage from other trades or construction materials. SAFETY, STORAGE & HANDLING Grace Vycor Plus Self -Adhered Hashing prod- ucts must be handled properly, The best infor- mation on safe handling, storage, personal protection, health and environmental consid- erations has been gathered. Material Safety Data Sheets (MSDS) are available from the manufacturer upon request, All users must acquaint themselves with this Information, Carefully read detailed precaution statements on product labels and MSDS before use, 6. Availability & Cost AVAILABILITY A nationwide network of distributors carries Grace Vycor Plus Self -Adhered Hashing prod- ucts, Contact a Grace Construction Products representative for ordering and delivery Information, COST Grace Vycor Pius Self -Adhered Hashing is competitively priced. For specific information, contact a Grace Construction Products repre- sentatNe. FLEXIBLE FLASHING 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPERTIES OF GRACE VYCOR PLUS SELF-ADI-IRD FLASHING Property & test Typical value Color Gray -Black Thickness, ASTM D3767, Method A Low temperature flexibility, ASTM D1970 25 mil (0.64 mm) Unaffected at -45`F (43°C) Elongation, ultimate failure of rubberized asphalt, per ASTM D412 200% minimum Cracked cycling 0 cycles per ASTM C836 Unaffected at -25°F (32°C) Lap adhesion at minimum application temperature, ASTM D1876 Modified 60 pit (875 N/m) width Adhesion to concrete at minimum application temperature, 60 plf (875 N/m) width ASTM D903 7. Warranty Grace Vycor Plus Self -Adhered flashing is war- ranted at the time of shipment to meet Grace's published specifications. 8. Maintenance Grace Vycor Plus Self -Adhered Hashing, when Installed in accordance with manufacturer's recommendations, will not require maintenance, 9, Technical Services Full-time, technically trained Grace Construction Products representatives and technical person- nel, backed by research and development staff, provide support. 10. Filing Systems Hrst SourceTM" Additional product information is available from the manufacturer. W, R. Grace & Ca -Corn. hopes the Inbormatan here vA be heipfi.9 is (rased upon data and ImMadge Considered to be true and accu- rate and Is offered for the users' consideralion, Investigotion and vet- 18cotion but we do riot warrant the results to be obtained. Flease read all statements, recommendations and suggestions in canjunc tsar Win Our condition of salP_ vduch apply to all goods supplied by us No statement, recommendation or suggestion is intended for any use wtkb would Wringer any patent or copyright. W. R. Grace & Co. Corny, 62 wnittemore Avenue, Cambridge, MA 02144 In Canada, Grace Canada Inc, 294 aements Road. West Ajax. Ontario. Canada LIS 3Ca BButhene, Pea rk8order and Vycor are registered trademarks, and RPOORD is a trademark of W. R. Grace & Ca -Conn Dense loss Gold is a registered trademark of Georgia-Poci is corporation Copyright 2004 W. R. Grace & c:o'com 1P-09BE . Feinted In the USA 8l04 Ar5/Ul3M SpEC.DATe and MANUSPEae cue registered trademada of Reed Suwier Inc. The ten pot formatmuSPEC -DATA mnfoto the edeodat 5Me Reed Construction M,,,.. n.,..w.,r,.e,rv.•ainS Head Cnnsiruclion Dota Al 1piphts Reserved, data Flashing Application Instructions for Windows WINDOW INSTALLATiON METHOD A: BEFORE WEATHER -RESISTIVE HARRIER Rased 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. I' I_Vrk—'; Step One: Pre-cut the Grace Vycor Plus flashing using the measurement markings. The length of the flashing should extend beyond the sill equal to the width of the jamb flashing (see Table I, page 8). Step Two: Before installing flashing on sill and iambs, locate the RIPCORD. 13 rA Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dowsill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of win- dow sill upward. Roll firmly into place as necessary. Note: Do not remove the r 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 require o sealant on flop of window flange when using self -adhered flashing.) El 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. Step Five: Install the pre-cut flashing over window head flange by removing release paper. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. Step Six: Install weather - resistive barrier as per 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. 12 13 Flashing Application Instructions for Windows WINDOW INSTALLATION METHOD B: AFTER WEATHER -RESISTIVE BARRIER In this option (see Detail VCRDEF-100) the weather -resistive barrier has already been installed before the window and flashing. Step One: Cut and remove weather resistive barrier from rough opening of window 4 sill. Secure, if necessary, to face of sill. - Score and fold weather - resistive barrier above header. Temporarily secure to allow forflashing 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. C lashing Application Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Four: Reroll the pre-cutflashing. Position inside of rough opening on the vertical jamb. Apply flashing to window sill by removing half of the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of windowsill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb flashings. install window as per manufacturer's recommendation. If sealant is used, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. Is Step Five: 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 VGROET 1Q7). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. El Flaishing Application {nstructions for Windows WINDOW INSTALLATION: METHOD S AFTER WEATHER -RESISTIVE BARRIER (continued) Step Six: Install pro -cut flashing over the window head flange by removing release paper, exposing the adhe- sive. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. 7 Step Seven: 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. 18 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). iH lashing Application instructions for Doors DOOR INSTALLATION Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. I' 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 manufacture(s recom- mendation. Cutout the weather -resistive barrier from rough door opening. Remove also from inside bottom of sill. Step Three: Install corner patch under- neath the weather -resistive barrier as per Detail VCRDE --2Q1. Repeat on other side. . Note: Bowtie corner patch option is shown in photo. For door installation detail refer to page 35 WRDET 200). For deck installation detail refer to page 37 (Detail VCRDET- 300). For complete deck installation guidelines consult the deck section of this book. 2O Head flashing tie-in instructions: Flanged 1 Cut, fold up and temporarily secure Flashing Installation After Wxom«rResistive Barrier wnathapm: stivebuff iarabove header m flashing installation 00 allow for 2 |o u||Gaxo mo Plus head auhing MECHANICALLY FASTEN WEATHER- poLoupws*TxEm- under weather -resistive barrier a nv/ w "^~'`'^`^ 3. Fold *m bonani:vobaniorback mm/ cvxnExo .""""~'' GRACE mmo p uEXTERIOR ST i_IVIPORARILYheadNotes: 1SHEATHING For omm¢oumantde i|in oUadon video and product information, see our SILL PLATE web site atvmwvxgracoconstoctmn.oum TAPE occvcnosp106 FOR OPTIONS) 2. RIPCORD*(Split Release on Demand) can beremoved from Grace VycurPlus for ease ofinstallation 3. Rem mwm n raxi ubu er nmtop oe osv,con p oo ufwindow xiUplate 4.Install Grace VymnPlus inorder xh v by numbers me' ] omrowwuuwap^° s^ ~ 5, Install Grace VycorPlus and weather - resistive barriartofonmwoter-sheddinQ|aps G.Oetai|a| oorelevant for Grace VynurV4O Flanged Window VcRoEFml Option I - Low Exposure Notes: EXTERIOR 1. Fm mmm cona de i| u. a8adun don NAILING FLANGE~' andpmdu inbnmodnn.:000urwebohoat vmw g c unn n inn.uom NECESSARY IN CORNERS THROUGH MECHANICALLY —— 2 R|PCORDm( SpUtRelease onDemand) Gan bo e SILL PLATE removed Pkfor v o 1 installationFOR OPTIONS) 3. Install Grace VycurPlus inorder aoshown by numbers 4|fapplicable, leave release paper unlower half of -ill flashing until future fie -in GRACE o uc\ vvone—pLvu _/ vvcox pL»a 5. |ns||G oe morPlus and wmathep ui« bu urtofunnwmtopaheddinglaps 8. Detail also relevant for Grace VynorV4O ooNOT FLASH OVER --' aonnwNAILING FLANGE Flanged Window vc:RDET-1o2 NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOe PLUS --A GRACE VYCOR PLUS DO NOT FLASH OVER BOTTOM NAILING FLANGE e»rsnmn 1 Rn mmm uunnn deailsnso|btn vdoo axsmxme ^ adpmdc| omaommomwbsea ocm 2 R|PCORO*(Split Release unDemand) can be removed from Grace VycomPlus for ease of installation lInstall Grace VyowPlus inorder shown by numbers applicable, |emmm|uom» paper onlower GRACE ' half nfsill flashing until future tio-in v«»noPLUS — 5. Install Grace VymurPlus and weather -resistive barrier toform water -shedding laps 6, Detail also relevant for Grace Vycor V40 Flanged WindowVCRDET-103 option 3 - Severe Exposure Notes: MECHANICALLY FASTEN AS-----_ IN CORNER EXTERIOR SHEATHING 1. For the most current details, installation NECESSARY video and product information, oouour web THROUQH GRACE VYCOO PLUS site atwv"nmmmnstructiommm 2.R|PCORDm(Split Release onDemand) can be f— SILL PLATE removed from Grace Vyour P|uufor ease of SEE VCRDET -106 FOR OPTIONS) installation 3. Install Grace VycorPlus inorder shown Uy numbers on ns 4. upp| i b|o.leave m|ou:upopmonlower anxcE Yo« v«»n~pLu» huMnfd||f|auhiogunb|t re e n p oe---' 5. Install Grace VyomPlus and vvoathapmuio- dvobarrier toform water -shedding laps G.Detail also relevant for Grace VycorV40 DO NOT FLAaOVER— DO Ba Half Round WindowVCROET-104 Option I - Low to Moderate Exposure EXTERIOR SHEATHING REFERJOTECHNICAU— LETTER #1 ON CHEMICAL COMpATIBIUTY WITH NAILING FLANGE CORNER PATCH - SEE VCRDFT-504 FOR OPTIONS) Notes: 1. For the most current details, installation video SILL PLATE and product information, see our web site atSEIEVCRDET-106 FOR OPTIONS) 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 as shown by numbers GRACE 4. Mechanically fasten as necessary VYCOFP PLUS 5. if applicable, leave release paper on lower half of sill flashing until future fie -in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 Half Round WindowVUDEr-m Option 2 - Severe Exposure Notes: EXTERIOR SHEATHING REFER TOTECHNICAL— LETTER #1 ON CHEMICAL COMPATIBILITY WITH NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE 1. For the most current details, installation video and product information, see our web site at www,g raceconstructi on.com 2. RIPCORD" (Split Release on Demand) can be removed from Grace VYcore Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Mechanically fasten as necessary 5. if applicable, leave release paper on lower half of sill flashing until future tie-in 6, Install Grace Vycor Plus and weather -resistive' barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 I Sill Plate OptiOnS VCRDET-106 QPTION - A NOTE #2— WALL SHEATHING GRACE vYooROPLUS WOODEN SIDING SiLLPLATE SEE NOTE #2 WALL SHEATHING OW Sill VCRDET-107Tie-in with Vinyl Siding at Wind Notes: 1. For the most current details, installation video and product information, see our web site atvmww.yna:eounstmomn oom 2. RIPCORD(' (Split Release Demand) can horemoved from Grace Vyoor"Plus for ease nfinstallation 3. Remove weather -resistive barrier from top ofwindow sill plate 4. Install sill flashing as shown at left 5. Install Grace Vycor Plus around remaining window unit per Grace Window Details 6, Install Grace Vycor Plus and weather - resistive barrierto form water -shedding laps EOption C: Install wooden furring strip on top nfwooden siding prior 10Grace Vycor Plus6. Detail also relevant for GraceVycorV40Notes: l.For the most current details, installation video and product information, see our web site otvmww.gmo moxnoctiion=m 2. BiPCURO*(Split Release nnDemand) can beremoved from Grace Vynur"Plus for ease nfinstallation 3. Install Grace VycorPlus and weather -resistive barrier toform RD@ wotepuhuddinQ|opo ' nELcAoEoNoEM4No,} 4. Remove weather -resistive barrier from top ofwindow sill plate SILL PLATE 5. Leave |uuoepaper nnlower ho nfGnma norPlus SiU SEEvCRDEF1oO FOR OPTIONS) Flashing until future tie-in B. Extend Grace VynorPlus over nailing flange ofthe last com- plete ouuooufoidingpano| and trim Grace VymorPlus to LGHEATH|NG protect from permanent exposure tnUV 7.Install Grace VymurPlus around remaining window unit per Grace Window Details NCROET-1UUto105) wEATHER-RESISTIVE 3ARRER<DPT|ONA4 8.Detail also m|mmn1fnrGrace VycorV40 S. Leave release paper unorother bond breaker between Grace VymorPlus and vinyl O0/wmOde Corner V6noET-500 BARRIER (OpTIO GRACE VYCOR0 PLUS Notes: 1, For the most current details, installation video and product information, see our web site at vwvw.ymouoonstncouo.00m AEuJH|NG 2. RIPCORD m(Split Release nnDemand) can be removed from Grace VymuraPlus for ease of installation 3. Install Grace VymorPlus inorder aoshown by numbers 4. Mechanically fasten annecessary 6,Install Grace VymnrPlus and weather -resistive barrier toform water -shedding laps GRACE VYCOROPLUS G. Detail also relevant for Grace VynorVA0 ET-504FOR OPTIONS) Wall -to -Wall outside CornervCRoe-5m Notes: 1.Forthe most current details, installation video and product information, see our web site at 1 R|PCORD0(Split Release onDemand) can beremoved from Grace Vycr"Plus for ease nfinstallation 3.Install Grace VymorPlus and wuathar-eois- bvobaniortofonnwmtepxhedding|opx 4, Extend Grace VymorPlus beyond joint between siding and corner post/boards ' 5. Install Grace Vycor Plus on outside corner for the height of the wall 6. Detail also relevant for Grace Vycor V40 R is Inside CornerVCnnET-50 RUBBERIZED ASPHALT ADHESIVE ED RELEASE To EXPOSE ADKFSM AS SHOWN) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE UNDERLAYMENT Wall -to -Wall inside CnerET-s03 WOOD SIDING ANYL SIDING Notes: 1. For the most current details, installation video and product information, see our web site aLvwwwQmneuonstruodoozom l R| PCORU'(Split Release unDemand) can ho removed from Grace VynoroPlus for ease of installation 3.Use osquare piece ufmembrane (3inches x 3inches minimum) for inside corner 4. Use RIPCORD (Split Release uoDemand) Jorease ofinsta||abonand tuminimize scoring release paper 5. Fold uoshown byarrows G.Angle ofcorner may vary; adjust folding uf the membrane accordingly 10fit tightly to onmor - 7. Install Grace VycnPlus and weather -resistive har- herto form water - shedding laps 8. Detai|also e|mantforGrace VymorV40 1.For the most current details, installation video and product information, see our web site otv*ww.gmoeo nstmu/m/.pm// 2, R|PCORD"(Split Release onDemand) can bnremoved from Grace VYcor"Plus for ease ofinstallation 3. Install Grace VymorPlus and weathur- reoisfhobuniortofonnwater- ohedding laps 4. ExtendGrace vymxPlus beyond joint between siding and corner post/boards 5. Install Grace Vycor Plus on inside corner for the height ofthe wall Corner Detailing patch options VCRDEi504 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORDO (Split Release on Demand) can be removed from Grace Vycor" Plus for ease of installation 3. Remove release paper at time of installation of corner patch 4. Nominal patch size is 3 inches x 3 inches 5. Detail also relevant for Grace Vycor V40 Option -A RELIEF CUT PATCH -A option-B PATCH-B Option-C 17'tA 1 4 1 1-- INSTALLED AT CORNER r-/"11 - I-V INSTALLED AT CORNER PATCH-C INSTALLED AT CORNER Foundation Sill Plat® vcRDET-505 Option 1 WEATHER -RESISTIVE BARRIER (OPTIQNAL)-y SIDING EXTERIOR - SHEATHING GRACE VYCOR® STUD WALL I\ — SILL SEAL GRACE VYGOR" PLUS FOUNDATION WALL Votes: 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. Install Grace Vycor Plus and weather-resis- tive barrier to form water -shedding laps 5. If priming is necessary, use Perm-A-Barrier` D WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Foundation Sill Plata VCRDET-506 Option 2 Notes: WEATHBARRIERER -RESISTIVE 1 BARRIER (OPTIONAL) -A ,,...--•-"` ( i. For the most current details, installation video SIDING EXTERIOR - SHEATHING STUD WALL SILL SEAL GRACE VYCORO PLUS FOUNDATION WALL and product information, see our web site at www.graceconstructi on.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. Install Grace Vycor Plus and weather -resistive barrier to form wafter -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 AL Georgia-Pacific DensArmor Plus ® Technical Service Hotline 1.800.225.6119 or Interior Panels www.gpgypsum.com Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800125-6119 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 arehighlyresistanttothegrowthofmold, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment. The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -party organization, UL Environment. In addition, DensArmor Plus Interior Panels are listed as GREENGUARD microbial resistant. This listing means DensArmor Plus Panels, which feature fiberglass mats instead of paper facings used on the surface of traditional gypsum board products, resist mold growth. The microbial resistant test is based on ASTM 06329, 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 SchoolsQ4 (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 UsesDensArmorPlus Interior Panels are an interior wall or ceiling covering material for use in new construction or renovation work. They are designed for direct attachment wit tt sews or nails to wood and metal framing or existing surfaces. They maybeusedasacoveringmaterialforflatorcurvedstructures. DensArmor Plus Panels are manufactured with fiberglass mat surfaces. They have a tapered edge to receive joint treatment. Use on interiors of exterior walls, where moisture intrusion is most likely. Use in pre -rock areas, where the windows, doors or roof have not been installed making moisture intrusion inevitable. DensArmor Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.* Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Limitations DensArmor Plus Interior Panels are a non-structural product and should not be used as a nailing base to support heavy wall -mounted objects. Intended for interior applications and soffits in protected areas, DensArmor Plus Panels must be kept dry during storage and handling. Do not use DensArmor PlusO fireguard® (per ASTM C1658) Panels where there is prolonged exposure to temperatures exceeding 1257 (52'C), e.g. adjacent to wood burning stoves, heating appliances, saunas or steam rooms. Technical Data Flame spread and smoke developed rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Noncombustible as described and tested in accordance with ASTM El36 or CAN/ULC S114. 5/8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP. 1/2" and 5/6" 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 manufacturer's installation instructions when applying either of these finishes. Georgia-Pacific Gypsum strongly recommends priming the surface of DensArmor Plus Panels with a quality, high solids primer/sealer before applying a final decorative material. Priming will equalize the suction variations between the joint compounds and the fiberglass surfaces. If glossy paints are used in such areas as kitchens or bathrooms, skim coat joint compound over the entire surface of DensArmor Plus Panels to reduce highlighting or joint photographing. This method is also recommended in areas with severe natural or artificial side lighting. Handling and Use —CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con- tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas.. Stack DensArmor Plus Interior Panels flat 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 CI 177. continued -- llama pS/ Q ', I a tt _ (Ireg Georgia-Pacific DensArmor Plus Technical Technical Service Hotline 1.800,225.6119 or znteriorPanels WWW.gpgypSUM.c0.m Sizes and Edges DensArmor Plus Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 5/81(15.9 mm); Width: 4' (1219 min); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered Physical Properties Installation DensArmor PlusO Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA-216 "Application and Finishing of Gypsum Board for Non -Fire -Rated Construction." For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Fire Resistance Design Manual GA-600, UL and ULC Fire Resistance Directories. Thickness, nominal' 1/2" (12.7 mm) 116V 10.4 mm) 1/2" (12.7 mm) 1/64" (0.4 mm) 5/8" 05.9 mm) 1/64" (0.4 mm) 5/8" (15.9 mm) 1/64" (0.4 mm) Width, standard" 4' (1219 mm) 3/32' (2.4 mm) 410219 mm) 3/32" (2.4 mm) 4' (1219 mm) 3/32" (2.4 mm) 4' (1219 mm) 3/32" (2.4 mm) Length, standard" 8'(2438 mm)to 12' (3658 mm) 81(2438 mm)to 12' (3658 mm) 8'(2438 mm)to 12' (3658 mm) 8'(( 3658 mm) 438 mm) o 1/4" (6.4 mm) 1/4" (6.4 mm) 1/4" (6.4 mm) 11V (6.4 mm) Weight', nominal, lbs./sq. ft., (Kg/m2) 2.0 (9.8) 2.0 (9.8) 2.5112.2) 2.4 Edges Tapered Tapered Tapered eTapered Permeance', Perms (ng/Pa - s • m2) 10 (570) 10 (570) 10 (570) 10 (570) Linear expansion with moisture change, ¢ in/in %RH (min/min %RH) _ _ 6.25 x 10 6.25 x 101 6,25 x 10' 6.25 x 101 Coefficient of thermal expansion, in/in/°F(mm/mm/°C) 8.5x106(t5.3x1V) 8.5x106(15.3x109 8.5x1V(15.3x101 8.5x10-6(15.3x10-1) Flexural strength, parallel, Ibf.3.4 (N) 40(356) HBO (356) 100 (444) 100 (444) Flexural strength, perpendicular, Ibf.1.4 IN) a100 (444) z100 (444) 140 (622) 2140 (622) R Value, ft2. °F• hr/BTU (m2• K/W) 56 (0.099) 56 (0.099) 67 (0.118) 67 (0.118) Combustibility' Noncombustible Noncombustible Noncombustible Noncombustible Nail pull resistance, Ibf.9.4 (N) 40 (356) 40 (356) z90 (400) z90 (400) Hardness core, edges and ends, Ibf. (N) z15 (67) 15 (67) 15 (67) t15 (67) Water absorption (% of weight)'. 4 5 5 5 5 Surface water absorption" 1.6 grams 1.6 grams 1.6 grams 1.6 grams Surface burning characteristics per ASTM E84 or CAN/ULC S102): 0/0 0/0 0/0 flame spread/smoke developed Humidified deflection" 0/0 s2/B" (6.4 mm) t 2/8" (6.4 mm) 51/8" (3 mm) 1/8" (3 min) Bending radius' 6' (1829 mm) 6' 0829 mm) 8' (2438 mm) 8' (2438 mm) Represents approximate weight for design and shipping purposes ' Double fasteners on ends as needed z Tested in accordance with ASTM C518 ' As defined and tested in accordance with ASTM E136 or CAN/ULC S114. Tested in accordance with ASTM C473 ' Tested in accordance with ASTM E96 (dry cup method) Specified values perASTM C1658 and ASTM C1177 Georgia-Pacific Gypsum U.SA, Georgia-Pacific Gypsum LC Georgia-Pacific Gypsum II LTC Canada Georgia-Pacific Cahada LP SALES INFORMATION AND ORDER PLACEMENT U.S.A. West 1-800-824-7503 Midwest 1-800-876-4746 South Central: 1-800-231-6060 Southeast 1-800-327-2344 Northeast 1-800-947-4497 CANADA Canada Toll Free:1-800-387-6823 Quebec Toll Free:1-800-361-0486 TECHNICAL INFORMATION U.S.A. and Canada:1-800-225-6119, www.gpgypsum.com W2014 Georgia4'acific Gypsum LLC. A11 rights reserved 1/14. GNTM Lit Item €Z2411. TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative for High Performance Schools Inc. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All salesofthisproductbyGeorgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfa or call 1-800-225-6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. Georgia-Pacific DensGiass Sheathing Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Flotline:1-800-225-6119 Description DensGlass® Sheathing is a gypsum panel made of a treated, water-resistant core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements, DensGlass Sheathing is resistant to delamination and deterioration due to weather exposure —even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions." DensGlass Sheathing panels are also mold -resistant, and have scored a 10, the highest level of performance for mold resistance under ASTM 03273 test method. DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, rippling, buckling and sagging for a flat and even substrate and is noncombustible as defined and tested in accordance with ASTM E136 or CAN/ULC S114. Since DensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (always follow specific assembly installation instructions). Primary Uses Because of the superior performance of DensGlass Sheathing, it is specified for exterior walls, ceilings and soffits in a wide variety of applications. These include exterior insulation and finish systems (EIFS); cavity brick or stone veneer applications; cladding such as wood siding, vinyl siding, composition siding, wood shingles, shakes, conventional stucco systems, plywood siding panels; and interior finish systems that require a substrate panel with superior fire and moisture resistance. For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or mechanical application of expanded polystyrene or extruded polystyrene insulation, and is recommended in all climate zones. Manufacturers of water and air resistive barriers, which include attached flexible membranes, self -adhered membrane and liquid applied, have found DensGlass Sheathing to be a suitable substrate for their systems. DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both cold and warm climate zones. It resists sagging, even under exceptionally humid conditions, Panels are applied directly to structural framing. Surface and joints may be finished and painted, or surfaced with an exterior finish system. Limitations DensGlass Sheathing is resistant to normal weather conditions, but it is not intended for immersion in water. Cascading roof/floor water should be directed away from the sheathing until appropriate drainage is installed. Avoid any condition that will create moisture in the air and condensation on DensGlass Sheathing. The use of forced air heaters creates volumes of water vapor which, when not properly vented, can condense on building materials. The use of these heaters and any resulting damage is not the responsibility of Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com When DensGlass Sheathing panels are used in slanted wall applications, that portion of the wall must be temporarily protected from the elements. Do not allow water to pond or settle on sheathing. Also, exposed wall ends must be covered to prevent water from infiltrating the cavity. Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the performance of the cladding or exterior systems applied over DensGlass Sheathing. The suitability and compatibility of any system is the responsibility of the system manufacturer or design authority. Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or framing. DensGlass Sheathing is not intended for roof applications. For roof applications, consult our DensDeck6 Roof Board brochure. DensGlass Sheathing is not intended for interior or exterior tile applications. For interior file applications, consult our DensShieldw 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 S114. DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. 5/8" (15.9 mm) DensGlass° Fireguard® Sheathing is UL and ULC classified Type DGG. DensGlass Sheathing is manufactured to meet ASTM C1177. Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Handling and Use —CAUTION This product contains fiberglass facings whichmay 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 mm); 5/8" (15.9 mm) is Type X (ASTM C1177) Width: 4' (1220 mm) standard, tolerance up to t 1/8" (3.2 mm) Lengths: S' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard Edges: Square condnued-- > 41,, Georgia-Pacific ChAahhinn Physical Technical Service Hotline 1.800.225.6119 or www.gpgypsum.c0m 4' (1219 mm) -a- 1/8" (3 mm) 4' (1219 mm) ± 1/8" (3 mm) Width, nominal 8' (2440 mm), 9' (2743 mm), 8' (2440 mm), 9' (2743 mm), Length, standard 10, (3048 mm), ± 1/4" (6 mm) 10' (3048 mm), ± 1/4" (6 mm) Weight, nominal, lbs./s . ft. (Kg/mz) 1.9(9) 2,5(12) Square Square Ed es Bending radiuss 6' (1829 mm) 8' (2438 mm) Rackin strangthe, lbs./ft. (dry) (N/m), Ultimate -not design value 540 (7878) 654 (9544) Flexural strength'.,, parallel, Ibt (N). 4' weak direction _ T z80 (356) I DO (445) 500 (3445 kPa) 500 psi (3445 Ila) min. psi Compressive strength __min. Humidified deflection'- 2/8" (6 mm) 1/8" (3 mm) Permeance', Perms (ng/Pa•s•mz) 23 (1300) 17 (970) R Value', ft'-' F•hr/BTU (mz•K/W) 56 (0A99) 67 (0.118) Noncombustible Noncombustible Combustibility' Linear expansion with moisture change in/in %RH (mm/mm %RH)' 6.25 x 10*' 5,25 x 10' Surface burning characteristics per ASTM E84 or 0/0 CAN/ULC S102: flame spread/smoke developed 0/0 Coefficient of thermal expansion, 15.3 x 10)915 x x 1 15.3 x 10)' 15 x x 1 inrnf F (mm/mm/°C) Tested in accordance with ASTM C473 2 Tested in accordance with ASTM E96 (dry cup method) 5 Double fasteners on ends as needed s Tested in accordance with ASTM E72 3 Tested in accordance with ASTM C516 (heat flow meter) As defined and tested in accordance with ASTM E136 or CANNLC S114 Specified values perASTM C1177 a As stated by Gypsum Association GA-235 s Tested in accordance wilt ASTM E728.85 Ailk Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U.S.A. West 1-800-824-7503 Midwest 1-800-876-4746 South Central: 1-800-231-6060 Southeast 1-800-327-2344 Northeast 1-800-947-4497 CANADA Canada Toll Free:1-800-387-6823 Quebec Toll Free:1-800-361-0486 TECHNICAL INFORMATION U.S.A. and Canada:1-800-225-6119, www.gPgYPsum.com 114 Georgia-Pacifx GYPS= LLC. All fthts mser"4 1/14. GP -TM til Ram 4 250. 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 salesofthisproductbyGeorgia-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 ourwebsite at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.huildgp.comisafetyinfo 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 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. Page I of 3 Florida Building Code Online te Map Unks Search BciS Home Log In User Regis"tion Hot TDPICS Submit Surcharge Stats & Facts Nblicatiorts FBC Si"ff BCIS SI Fbrld2 r lig 9 ' M. Product Approval USER: Public User > ApplicBtjOn Date" 0& EmdKLA-M-I-MWU , Mdudar A=110tlon.esl.L'Sh FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance method FL15000-R2 Revision 2014 Approved Ej Therma-Tru Corporation lis industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants-com Vivian Wright jickw@rwbldgconsultants-cOm Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida professional Engineer ReceivedAEvaluationReport - HardcOPY Name who developed Lyndon F. Schmidt, P.E. Florida Engineer or Architect the Evaluation Report Florida License pE-43409 National Accreditation and Management Institute Quality Assurance Entity Expiration Date 12/31/2018 Quality Assurance Contract Ryan I King, P.E. Validated By Validation Checklist - HardcopY Received R I fl , nn. Certificate of Independence 15000 Year Referenced Standard and Year (of Standard) Slaadard AAMA/WDMA/CSAlOI/I.S,,-/A440 2005 1996 ASTM D1929 1999 ASTM D2843 7_003 ASTM D635 1998 ASTM E1300 2000 ASTM E84 1995 ASTM G26 1994 TAS 202 Equivalence of Product Standards Florida Licensed professional Engineer or Architect Certified By EL15 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D 05/29/2015 Page 2 of 3 Date Submitted 06/28/2015 Date Validated 07/05/2015 Date Pending FBC Approval 08/19/2015 Date Approved K,, c, of Produts Model, Number or Name Description lass Door with & a. "Fiber-Fiberor "Smooth -Star" S delite(s) Outs actC g ( Xaq eOXorrgXO, OXO, XX, OXXO out 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 additionaluselimitationinstallationInstructionsloneandrequiresthe use product particulars. ( Thisproduct oors rt numberdnbeenatalationthColnopetarmonrs" Smooth- Sstainedor s .) 15000ib Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/ A or Resign Pressure Ratings, any Other: See INST 15000.2 fadditionaluselimitations, installation Instructions 4u s the use product particulars. (thisProduct approval sof - j- part number doors and side tained or pined within 6 monthstofinstallation.) have been 15000.3 c. "Fiber - Classic" or " Smooth -Star" Installation Instructions 0 R7 II INST 15000 i. odf Verified By: Lyndon F. Schmidt, P. E. 43409 Created by Independent Third Party: Yes Evaluation Reports 1 5000 l.odf c n inn tt AE EVAi-------- Created by IndependentThlyd Party: Yes Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: YesImpactResistant: No Design Pressure: N/ A Other. See INST 15000.3 forDesignPressureRatings, any additional use limitations, installation instructions ces tdhe use product particulars. (Thisproduct approval staff stained pain ed with n 6nmonthstofinstalation) been 15000.4 d. ""Fiber -Classic" or " Smooth -Star"" 6"8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or 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 15000.4 forDesignPressureRatings, any additional use limitations, induct apprtallation oval requires the use ctions and product particulars. (fh' P which have been of "7" part number doors andsidelites, d 'thin 6 months of installation.) Installation Instructions 5000 2.Rdf 1 Q00 RII IN CreatedbyIndependentThirdtParty* Yes 9 Evaluation Reports 000 7 Qdf i 000 R2 Ai EV_ ALl`a Created by Independent Third Party: Yes 810 PaCtf opaque Fiberglass Door with & Sidellte(s)m Outswing (X, OX or XO, OXO, XX, OXXO out Configurations) installation Instructions 15000 R2 II ING' r y 05 00.3.odf Verified By: LyndonF. Schmidt, P. E. 43409 Created by Independent Third Party: Yes Evaluation Reports r^r 15000 R7 AE EVAL 0-00 3 odf Created by Independent Third Party: Yes opaque Sides te(s) - Inswing (X, OX or without XO OXO, XX, OXXO Configurations) installation Instructions nnn o7 Ij INs" r 1 00,_ 4...odf Verified By: Lyndon F. Schmidt, P. E. 43409 Created by Independent Third Party: Yes Evaluation Reports cnnn o7 AF EVAL 1 0004odfCreatedby Independent Third Party: Yes stained or painte - --- I ss Door - Outswing 15000.5 e. "Fiber -Classic" or " Smooth Star" $ Oswing i CQnflguratio lazedD ubie Fiberg a Florida Building Code online imits of Use Approved for use in HVHZ: YesApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: N/Aother: See INST 15000.5 for Design Pressure Ratings, any additional use limitations, installation quires the use ns and product particulars. (this product approvalof "7" part number doors, which have been stained or painted within 6 months of installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant No Design Pressure: N/Aother: See INST 15000.6 for Design Pressure Ratings, anyadditionaluselimitations, installation instructions andproductparticulars. (This product approval requires the useof "7" part number doors, which have been stained or painted within 6 months of Installation.) Page 3 of 3 Installation Instructions EL20 R I fJ Q%S. E. 43409VerifiedBY: Lyndon F. Schmidt, P. Created by Independent Third Party: Yes Evaluation Reports F t 000 R2 A EVA 5000- . Created by Independent Third party: Yes 6-8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Installation Instructions Verified 6y: Lyndon F. Schmidt, P.E. 43409CreatedbyIndependentThirdParty: Yes Evaluation Reports r x ui,v 2 AF E"lAL 15000 6.odfCreatedbyIndependentThirdParty: Yes sack Next i n Road Tailaha=-Ft 32 9;i.Phon • 850 f87-I824 ibility G*"temgOt :: Reh+nd SCat m_8f15 The State of Florida is an AA/EEO employer' coovdaht Q07 QI stac of Florida.:: u do not send ease contact 850.487.1395.'Pursuant toubl'w<rernrds. If You do not want your e-mail address released in response to a publicratords reqInstead, contact the office by phone or by traditional mail. If you have arty questions, RUnderFloridalaw, email y. Instead are P 2AI , licensees licensed under chapter 455, F.S. must Provide the Department with a u do not w semailohI sifelectronic mail to this entity. effedfve October 1, public record. if po Section 455.375(1), Florida Statutes,made u are a licensee under they have one. The emaiis provided may be used for official cin with the iiansea. However email addresses am hich M supply a personal address, please provide the Department with Ch email 455, FF.S ,vpleasee click brXii • available to the Rubitc. To determine If yo Product Approval Accepts: a0NIs tiecuritrnci± rrtlrti 6o 4 THERMA I U THERMA TRU DOORS 1 16 I"OUeTAIAL ON., KVBZ W, CH 43817 FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING w/ & WOUT SIDELITES FIBERGLASS DOOR NON -IMPACT" 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 l igh Velocity Hurricane Zone" {HVHZ). 2. Product anchors shag be as listed and spaced as shown on delags. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHZ" Lids product Is required 10 be protected with an Impact resistant covering that compiles with Section 1626 of the FBC. 4. When used In areas oulside of the "HVHP requklng wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 16M.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shag be the same as that shown for 2x buck mosonry construction. 6. Site conditions that deviate from the details of lids drawing require further engineering analysis byalicensedengineerorregbieredachilect. 7. This product does not meet the water Mirailon requirements for the "HYM tnswing units shag be Installed only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to A Is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIMIoN 1 Typical eleyailoru, design pressures & general notes 2 Door panel details Smooth star 3 Door panel defogs (Fiber classic 4 Sidelile panel details & glazing details 5 Vertical cross sections 6 Hodzontal cross sections 7 horizontal cross sections B Buck AnctIoring 9 kame anchoring 10 Flame onchoring 11 Astragal details 12 81111 of materials S Components 5D.— OVERALL FRAME W107H b D SINGLE INSWING UMT x 105-V MAX. OVERALL FRAME WIDTH SEE DETAIL "A-/ SHEET 6 5 DOUBLE W/SII)FIGM INSWING m oxxo N.SU' MAX. OVERALL FRAME WIDTH D D SEE DETAIL "A"/ [_7_ SHEET 6 5 DOUBLE INSWING N1T xx i ic is i 09 Illlr* 1f1 o » ;; a N •• a;g ax= aiA1 9 c d4Y maa V z 68SP MAX, OVERALL WIDTH D D D SEE DETAIL 6 [ SHEET 6 5 5 IStILEWISIDELITESINSWINGUNIT Ox0 DST ' SINGLE +67.0 -67.0 ifRiaT16 Ss .TrNEfIi Du DOUBLE 47.0 -47.0 60.0 60.0 SINGLE DOUBLE WITH SIDELITES 47 0 -47,0 60.0 60.0 scnLd, N,T.S, D G. BY, JK FL-15000.4 r1T i of 12 EXTERIOR 6 36,0(r MAX. DOOR INTERIOR PANEL WIDTH 6 2F7 HORIZONTAL CROSS SECTION DOOR PANEL 4.03 0,336" 7' c L l 0 0 irf LATCH STILE TOP RAIL SMOOTH -STAR) a4 (SMOOTH STAR) DOOR PANEL Smooth Star 1.18 1.545' T CHINGE5 BOTTOM RAILD--((SMOOTH STAR) 57 (SV-00TMSTAR) O E d Z 0, z C;; 00 '" , 1 0 oZ* o E. Z z ce C, INTERIOR iE 2'T VERTICAL CROSS SECTION 2 DOOR PANEL wo z U, N.T.S. JK LFS FL- 15000,4 rr 2 OF 12 SIN 36.00" MAX. DOOR PANEL WIDTH 2 3 ] n x pO v Ll O L Big DOOR Pm Fiber Classic 1 HORIZOA 3 DOOR PANEL a l LATCH STILE FIBER CLASSIC) 0 OHINGGF18ERCLASSIC) Top RAIL FIBER CLASSIC) 1.45" 5 BOTTOM RAIL RBER CLASSIC) 2 VERTICAL CROSS SECTION3DOORPANEL d * Z 9 r ll 11111 1 w. n Em ?m°Zc M g° 9poaA aae E ZFD 3L: 0 o N.T.S. By, JK FL-15000.4 cr 3 of 12 is i/2" GLASS L 25" STEEL I \_ 1NT RiOR INTERCEPT SPACER 40 41 SEE NOTE IV 5" INst1iATF IASS wi C 13.7375" MAX, PANEL WIDTH 7.125" MAX. D,L,O, WIDTH a JJ GLASS THK. 40 IITGLASS 1/2" MIN. 1/8" BITE EX± RIOR GLASS THK, TEMPERED 40 I/$" GLASS G1 TEMPERED GLASS AIR SPACE T 1 AIR SPACE TEMPERED 25" FEEL 1/8" GLASS 1NT RIOR INTERCEPT TEMPERED 40 SPACER GLASS 29 SEE NOTE 1 5" INSULATED LASS wi PVC LIT FRAhME GI DETAII w® SEE NOTE I/ 1 HORIZONTAL CROSS SECTION 4 SIDEUTE PANEL i zaq' o 12152" a -- 1.b8" 2.sss" 2 ' 6 1A 526" 0PAC UP LITE FRAMF UOEDPVCJ4 PLASTIC UP LITE FRAME 7 }}}+++ EXTRUDED SMC ^^ i 1 077" —{ 1,077" ; <1 VERTICAL CROSS SECTION IIII II 4 S10EUTE PANEL SID 17 PANFI Smooth Star gg a M b' U N •; 1 6 ce Zmn 9a` 1Mergda E 1 4 0 gg cZ R W T-: I. ISpacing for Item #29 k J41 (Ats frame screws) F 1 531")s as follows: From the bottom up on sides; 6.5", with (7) more spaced of 9.875" 0, there are (2) 42S10EUTETOP & BOTTOM RAIL screws both top and bottom of 2125" 1n from each SIDELIIEBLANKSIDESTILEcorner. FINGERJOINTEDPONDEROSAPINE, SG=0.43 Ll FINGER JOINTED PONDEROSA PINE, SG-0,43 az 0 re: 02 24/12 i Kc: N.T.S. 9 o. By.. JK W K. H : LFS 3 wrNc Nos FL— l5O00.4 0 n 4 or 12 47 28 19 i 14 31 v wpm 14 d VERTICAL CROSS SECTION a l EB1Q8 46 SEE NOTE 2 d f /: 1 L / VERTICAL CROSS SECTION5 W z? dm to m y h n O r idad a O30 QH } ERIOR atcj M U m SEE 0: 7TE 2 0 L 1 VERTICAL CROSS SECTION5Shownw/7x sub —buck OPTIONAL SURFACE BOLTS ON ACTIVE PANELSEEDESIGNPRESSURECHART 1, The sidelite Is direct set into the Jamb with (12Item jf4ch 0 ca x m Pfh, wood screw, There are (4) ok each vertical lamb, from the top down at 13.5" 4' 48. t do 66", There ore (2) at the header at4" /ram the outside comers of the frame. there are2) J73 a #8 x 2_112" pfh wood screw at thesill, 4" from the outside corners. 2. OPTIONAL SURFACE BOLTS ON ACTIVE PANELSEEDESIGNPRESSURECHART w o ¢ j m Z U M; 02 24 12 i Aac N.TS. 9 ra eY: JK m' X. ar: IFS 3 iW7NC Me,: FL-15G00.4 " 0 eT 5 of 1 " 1/4" MIN. cMB. )TYP.) 3 HORIZON CROSS SECTION 6 MM 1. The sidelite Is direct set Into the Jambwith (12) Item f43 a #8 x 2" pfh. woodscrew. There are (4) of each verticalJamb, from the top down of 1J.5", 3148.5" do W. There are (2) at the headerat4" from the outside comers of theframe, there are (2) #13 a #8 x 2-1/2- Pill. wood screw of the sill, 4" from theoutsidecorners. 96. 1 W._ z=z w U N •t Em V 4 cz0 cid f1. 3'd Lim OPTIONAL SURFACE BOLTS N ACTIVE PANELSEEDESIGNPRESSURECHART) HORIZONTAL CROSS SECTION69 0 go 0. By, JX w BY. LFS o9a: — FL-15000,4 i ax 6 OF 12 1-1 /4" MW EMB.11) I S. MIN. C•SINK - 2 HORIZONTAL CROSS 7 eHORIZONTAL CROSS SECTION yQM. 1. The sldelite Is direct set Into the Jamb with (12) item #43 a #a x 2" pfh. wood screw. There are (4) Of each vertical Jamb, from the top do", 31`, 48. & Sti". There are {2) at the header at wn at 13.5 4" from the outside corners of the frame. there are1130A2) x 2-112" pfh. wood screw at thesill, 4" from the outside corners. 1-1/4"MIN. k .rt, 11 EMB.ITYP.1 w 1 Eo 4 LL V o= n a o° iL 4 Tr o 4 35 Rio it-F5 m U oQ j 2 U TF- 02 24 12 i N.T.S. 9 JK m' t LFS 3 wc rw, d FL-15000.4 ro a n 7 or 12 MASONRY 2X R 4" 8" ii 38 II TYP. HEAD II & JAMBS II 11 I1 II I MULLION11SHOWN FOR REFERENCE II II II it I I N N N ASTRAGAL N SHOWN FOR N REFERENCE N N MULLION--*') N SHOWN FOR 11 REFERENCE II N ll N II I I ll MASONRY. s CONCRETEANCH0RN0TES, 2X 8 1. Concrete anchor iocailons at the toners may be adjusedgedistanctomoledto maintain the min, e rtarjoinis, 2 Concrete on locations noted as MAX. ON CENTER" must be adjusted to maintain themin. edge distance to mortar joints, addiilonal concrete anchors r mayberequiredtoensuretheM "AX, ON CENTER" dimension are not exceeded. a 3. Concrete anchor table: r1 11V; 1Rr4Ri? NQ)F Y5Mr; TADYAPENl a: liY/ 66 M TAPCO1/ 4" N° 1-1/4" 2" 4" ELCO ULTRACON 1/ 4" 1.1/4- 1" 4" 0 84 Il I1 II II Il 3e II II TYP. HEAD II 11 & JAMBS I1 11 •Il I II II II MULLION SHOWN FOR II II REFERENCE JJ ll 1 11 J '1 Il MULLION IIIJSHOWN FOR IJ REFERENCE JI II II Il Il IJ II MASONRY 2X 4 9 d N N N 38 TYP. HEAD JAMBS N N II ASTRAGAL N SHOWN FOR N REFERENCE N N II N N N N II N N MAE OP'. 2X t••- i n SaJ o m Zu° m 02 24 12 i EE: N.T. S. 9 G. W. JK m' s+' • LFS 3 urwa x t7- 15o: 000. 4 a 0 ET __ L or 12 ro A SEE DETAIL a" IT SEE DETAIL '2" MASONRY 13 W/2X BUCK OPENING INSTALIAMN 39 W11X BUCK INSTALLATIoN FRAME -\ TIP. HEAD & 7yp. JAMBS 0 BUCK 2X BUCK SEE DETAIL "I"\ Ty". J B"1 1 ' A' QQUBLE DOOR W/sipai CONCRETE ANCHOR NOTES: I- Concrete —anchor locations of the cornea maybe adjusted to maintain the min, edge distance to mortarjoints. 2. Concrete anchor locations noted as 'MAX ON CENTER-mvst be adjusted to maintain the min, edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3- Concrete anchor table: I ITW TAPCONO 114" 1.114- 2" 4" ITW TAPC N' 3/16" 1.114' 3- 1-11r WOOD SCREW INSTALuk-T)ONNoTEs- 1.Maintain a minimum 5/6"edge distance, I"end distance, & I"o,c, spacing ofwoodscrewstopreventthesplittingofwood. THESE (2) ANCHORS REQ*D ONLY WHEN DP > 47 PSF MASONRY OPENING FRAME 2X BUCK SEE DETAIL 4" SEE DETAIL 5- 14" 3 d 1-26 oz- - eco 12 0 n 1 5 0 . CA ZO E Z .0 5 in 4 aa CZ I C" I IAA" VIEW "A" -"A SINGLE DDQR IT S 13 49 30 30 W/2X BUCK 13 0 31INSTALLATION 31 13 W/1X BUCK 48 INSTALLATION DETAIL "3 DETAIL ASTRAGAL & SURFACE BOLT STRIKE PLATES 0 HEAD 13 13 30 .............. 30 DETAIL 'T', DETAIL "I SURFACE BOLT STRIKE, PLATE 0 THRESHOLD 2 P O 0DZ DAM 02/24/12 SQ'IL* N.T.S. WGBY; CHF- 01. LFS DRVMC no, FL- 15000.4 i 9-1 12 ti A„ i I SEE DETAIL "2" iJ W/2X BUCK 1 S,r; IATION t,F JH I/lX BUCKNSTALLATION TYP. HEAD & JAMBS ^' p tv SEE 14 TYP, SILL DETAIL "I" SEE DETAIL "4" DETAIL "3" • • - - J 3 B» A„ DOUBLE ODOR MASONRY OPENING 2X BUCK CONCRETEANCHOR NOTES.• 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar jaints. 2. Concrete ancharlocations 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 MAX. ON CENTER" dimension are not exceeded, 3. Concrete anchortobler ai±.{;;::i:;s;:'/1'1,j i'<st<: 3'1' 6`tyl bhli:'':::`?%4i AlA$O TGI fl.i lLb1VTSf1r' nw TAPCONe 1/4" 4" 1-i/4" 2" TAPCONO 3/16" 1"1/4" 3" 1.1/T WOOD SCREW INSTALLATION NOTES- i. Maintain a mkrlmum 5/8" edge distance, 1"end distance, & 1" o.c. spacing.otwoodscrewstopreventthesplittingofwood. 1-T 1, t . f 6• to 1J W/2X BUCK INSTALLATION Jy W11X BUCK MASONRY INSTALLATION OPENING TYP. HEAD JAMBS FRAME 2X BUCK SEE 4 u DETAIL O » 5» 14 TYP, SILL - a —— 1 3TJ M M I VIEW "C"-"C" VIEW A" -"A C» A" SINGLE DOOR 49 5m30 30 W/2X BUCK 31 W/IX BUCK INSTALLATION 13 0 31 INSTALLATION i3 W/1X BUCK INSTALLATION 48 w/2x aucK INSTALLATION i DETAIL "2" Ixx 13 ASTRAGAL & SURFACE BOLT ATES 0 HEAD la STRIKE PLATES10 DETA_ !_ 1 3 4 uz DETAIL 31 Al2q; 31 W/1X BUCK 50 0 INSTALLATION OATS; 02 2W/2X SUCK 13 3030 s N° INSTALLATION DETAIL "1" - ° 6 JK SURFACE BOLT STRIKE PLATEDETAI "4" 0 THRESHOLD °"AM7N0° FL-15000.4 0 sxda 10 or 12 " 0, i O 0.126" 24 ASTRAGAL DETAIL NOTE: 1. THE ASTRAGAL DOLT HAS A 3" THROW AT THE TOP AND THE BOTTOM. SEE NOTE 1 M24 Q O z vO 12. S. JK m LFS 00.4F12 SMT — 75U' 0 46 ,L7RFACF DOLT 11VEs 2" STEF11 a 5bT jj1A63r _L i 020 21 WOOD FRAME 2 3 FINGER JOINTED PONDEROSA PINE, SG=0.43 3J5t7' to T 9 4 rn. O- ` M k'2'Z 0 m o W Z o m m U N .. y 9 U' o Z O O A o Lo 9 a N l 7 6 v maa C t OZ Lq to 30 SURFACE DOLT STRIKE PLATE 125" STEEL) o a Lo m ti N 1.92U' 28 IN5AIN2 DOOR DOi70M SWEEP VINYL .080" MAX. WALL, 035" MIN. WALL ji Q a q 0Z wTE:02 24 12 m: N.T.S. BM JK 15 INSj_I1NG519EL77ESr. LFS T DOTTOM DOOT G , 0.09" EXTRUDED VAYL WALL 15000.4 SHEET 12 0 i 3/2/2018 Florida Building Code Online pro act r l # ,e 'N" y . pF" , x of < a4 ' 4' t4 r + a BCIS Home Log In User Registration Hot TOPICS i submit surcharge Stats & Facts 1 Publications FBC Staff BCIS Site Map Links Search ro+sc n egulaio s1 i gib{: I F{ rida Product Approval T<. USER: Public User Product ARRfOVdI Menu > Product or A placation Search > Application List Search Criteria Refine Search 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 Y IYPQ ManUf c turgr Valida etdBy, Slaatus FL14 364-R3 Affirmation Ply Gem Windows Locke Bowden Approved History Category: Exterior Doors 334) 300-1800 Subcategory: Sliding Exterior Door Assemblies Approved by UbFK. Approvals Dy U4rK mall UC re—weu uilu iaui,cU vY .— Contact us :: 260&lair S gPo Road, Tallahassee FL 32399 Phone: 850-4 7-1824 The State of Florida is an AA/EEO employer. fsq,Ryri ht 2007-2013 State of Florida.:: Priv cy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, 'Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 9hec6 Credit Card Safe https://floridabuilding.org/pr/pr_app_lst.aspx d .f { ' }` pia? 4X,t,ihdisresegi't+rf 11 i .. FI hda Product Approval USER: PubUfte-,c UserQ'ii r rPoductApprpvalMenu > Product or Apphotion Search > Applica ian list > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14634-R3 Affirmation 2017 Approved Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 luanne.harris@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 Evaluation Report - Hardcopy Received Hermes F. Norero, R.E. PE-73778 12/31/2018 Locke Bowden Validation Checklist - Hardcopy Received FL14634_R3_COI_COI PLY GEM SS 2R15-02-19 pdf Standard Year AAMA/NWWDA 101/I.S.2 1997 ASTM E 330 2002 1 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. httnc•//flnrirlahuildino.oro/Dr/Dr aDD dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d%3d 1/3 3/2/2018 Florida Building Code Online Documentation from approved Evaluation or Validation Entity Yes No N/A FL14634_l33_CQC_ A 4Q4.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 Snmmary of Products FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL 4 4_R II_PGWQ63 SS 2015-011-02 pdf 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: +25/-50 Evaluation Reports Other: Without sill riser FL14634__R3_8f_eER3Q54 Ss zols-Q_-Q? odf Created by Independent Third Party: Yes f14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634_R3_II_PGW063 SS 2015-01-02.pdf 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 FL14 5S 2015 j_0_2 pdfOther: With sill riser R3_&E_PER3054 Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Approved for use in HVHZ: No Installation Instructions FL14 4_Rj_II_PGW,..Q64_SS 2015-01-02.pdf 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: +30/-30 Other: Non -reinforced. See installation detail for available Evaluation Reports FL 46 4_133_6E_PE ins 2S015-g1-02 pd sizes and configurations. Created by Independent Third Party: Yes f14463 4.4 fBuilder Serie,780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634_R3_II_P9W065 SS 2015-01-02 pdf 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: +35/-35 Other: Reinforced. See installation detail for available sizes Evaluation Reports FL14634_R3_&g_PPR. n56 SS 2015 _PP and configurations. Created by Independent Third Party: Yes Sack tVext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cop y ht 2007-2Q13 State of Florida :: P acy Statement :: Accessibility tatemen[ :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if 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 click hem. Product Approval Accepts: rm go ® [4heck Credit Card Safe hrt //finrir1ahnilriinn nrn/nr/nr Ann dtl.asox?oaram=wGEVXQwtDgsw8ZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d%3d 2/3 3/2/2018 Florida Building Code Online httos://floridabuiIdinq•orq/pr/pr__app_dti.aspx?param=wGEVXQwtDgsw8ZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d%3d 3/3 INSTALLATION NOTES: 1, TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 1112 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL {I.E., WITHOUT CONSIDERATION OF TOLERANCES).' TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH AD BEARING SHIM(S)£ 0 MAXIMUM ALLOWABLE SHIM STACK TO BE1/4 INCH, SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS, SHIMIS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION INTO WOOD FRAMING, USE Al2 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/41NCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 21/2 INCH MINIMUM EMBEDMENT. LL T MINIMUM BUT NOTEMBEDMENTANDO MITED70 STUCCO, FOAMGE DISTANCEEXCLUDE , BRICK VENEER, AND SIDING. ATED HARDWARE MUSTBE B MADE LOFTCORROSIONRESISTANT MAION ANCHORSANDITERIAORHAVEACORROSIONRESISTANT COATING. 9, FOR GROUT FILLED BLOCK, DO NOT INSTAL. INSTALLATION ANCHORS INTO MORTAR JOINTS, EDGE DISTANCE IS MEASURED FROMFREEEDGEOFBLOCKOREDGEOFMORTARJOINTINTOFACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF O.SS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. PLY GEM WINDOWS BUILDER SERIES 4780 ALUMINUM SLIDING GLASS DOOR (2-PANEL) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMA/ NW WDA 101/I.5.2. 97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS )WHEN USED) SHALL BE DESIGNED AND ANCSTRORED To PROPERLY TRANSFER UCTURE- LLOADS OE BUCK DESIGN AND NS AUATION IS THE RU RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. LS DESCRIBED EREIN ARE GENERIC 4 THE INSTALLATIONANDMAYNOT REFLECT AICTUAL CONDFTHONS.FOR ASPECIFIC SITE, IFSITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE, 6. DOOR FRAME MATERIAL: ALUMINUM 6063-76 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. B. DESIGNATIONS "X" AND "O"STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL SIZE 96" X 96" 96" X 96" TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION L A INSTALLATION d GENERAL NOTES Z - ELEVATION A ANCHOR LAYOUT 3 - VERTICAL SECTIONS 4 _ HORIZONTAL SECTIONS d GLAZING DETAIL 4 PLyG 4" N. MAIN ST.. PO SOX $59. ROCKY MOUNT, VA 24151 PH: 540484-6348 FX; 540-484.6681 1 an N M d rn J d m £ Zu- a vpLU tD m m zQQ 2 Ol Z m S F" G t7 y0Q Digitallysigned by Hermes F Norero, P.E. Reason: i am approving this document Date: 2015,01- 0213:02.52-05'00' DESIGN PRESSURE RATING SILL OPTION DESIGN PRESSURE MISSILE IMPACT RATING W/O SILL + 25/ 5fl PSF NOT RATED RISER W/ SILL + 50/- 50 PSF NOT RATED RISER LL r - p 5- 4 O m N Y= Jul 0 0 v Z OW& #: PGW063 SHEET: 1 OF 4 ELEVATION 00" MAX. FROM CORNERS TYP. r 20.75" MAX. O.L. TYP. 20, MAX. O.C..c, TYP 1 W X. ANCHOR LAYOUT Pay v f c:M;s 433 K MA ST, PO SOX 559. ROM MOUNT, VA 24151 PM $40484.6348 FX: 540-484-6683 N O H S' Qm C m m 4 Z 4 V 0 p 6.00" MAX. FROM V) U m m mmN CORNERS TYP. o m t- w LU ma INSTALLATION ANCHOR O 7' T Z. ¢ r z n Z DWG #: PGW063 SHEET: 2 OF 4 2 1/2" MIN. EDGE DISTANCE A YWINDOWSCONCRETE/MASONRY 1/4" ELCO TAPCON BY OTHERS 433 N. MASH iT. PO Hpx 559. INSTALLATION ANCHOR 2 1/2" MIN. ROCKY MOUNT, YA 24151 1 a EMBEDMENT CAULK BETWEEN A Rrr. 540-484-6346 Fx: 540-04-66e3 CONCRETE/MASONRY 6 4'' - :a• .' `.. ' .. t1'. iX WOOD BUCK BY OTHERS 114" MAX. m m EXTERIOR FINISH SHIM SPACE v gZa r BY OTHERS D v m m 1 w PERIMETER CAULK 314" MIN. EDGE BY OTHERS 12 WOOD SCREW DISTANCE w p ¢ 1X WOOD BUCK INSTALLATION ANCHOR z L° v v T 2 BY OTHERS O.A. DOOR 8d ROOFING NAIL 2X WOOD FRAME w o Z S a HEIGHT SEE 6LAZIN6 INSTALLATION ANCHOR BY OTHERS o a pETAIL 11 OPTIONALINTERIOR CAULK BETWEEN 1 1/2" MIN• m x j EXTERIOR FIN A 2X WOOD STUD EMBEDMENT 11 BY OTHERS CAULK BEHIND z 1/4" MAX, SHIM SPACE o B VERTICAL SECTION NAIL$YOTHERS m HEAD - CONCRETE/MASONRY EXTERIOR FINISH f BY OTHERS Z PERIMETER CAULK BY OTHERS OO.A. DOOR HEIGHT EXTERIOR J INTERIOR j INTERIOR UJ EXTERIOR SEE GLAZING uj 06 N DETAIL O.A. DOOR SEE GLAZINGHEIGHTDETAIL] J PERIMETER CAULK VERTICAL SECTION BY OTHERS 3 j HEAD - 2X WOOD FRAME Z PERIMETER CAULK g BY OTHERS Z"• f' ' • •' '', 2 1/2" MIN. JCONCRETE/MASONRY Ay, EMBEDMENT BY OTHERS 1/4" ELCO TAPCON r Ni'•,• 2 INSTALLATION ANCHOR Y 2 1/2" MIN. EDGE DISTANCE A VERTICAL SECTION 10 U 3 SILL •CONCRETEJMASONRY DWG#: PGWflb3 SHEET: 3 OF 4 1 1/2" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 12 WOOD SCREW INSTALLATION ANCHOR 1. 3/4" MIN. EDGE DISTANCE N 2X WOOD FRAME BY OTHERS' Bd ROOFING NAIL INSTALLATION ANCHOR' OPTIONAL) CAULK BETWEEN FIN d 2X WOOD 5TTJD BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FLASHING d OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL E HORIZONTAL SECTION 4 JAMB. 2X WOOD FRAME D HORIZONTAL SECTION 4 1NTERLOCX OR 44 1/4" MAX, P Ly G EM I SHIM SPACEN. Y/{S Ii UVTS j 21/2" MIN. PC SOX43ROCXMCC7TT. VA2 1519 EMBEDMENT 2 1/2" MIN, EDGE P, 540.454,34$ FX, 51-484.6M DISTANCE m D h Z # Oco SO CONCRETE/MASONRY p BY OTHERS m mUCLT I/4" ELCO TAPCON Q{{ 5 m H INSTALLATION ANCHOR a o w a Z CAULK BETWEEN IX WOOD BUCK h G0 (] m CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS a PERIMETER CAULK BY OTHERS m R SEE GLAZING DETAIL 1 7 fLI O.A. DOOR WIDTH HORIZONTAL SECTION U) p a 4 JAMB-MASONRY/CONCRETE 1-4 w l N jy n 5/B" O.A. INSULATED GLASS EXTERIOR Z 1 0 ••. INTERIOR 75" 6LAS5 BITE Ln o, os NOTE: q j: to m 0 O _ = N Z GLAZING DETAIL 1 6LA55THICKNESSAND TYPE o a l SHALL COMPLY WITH ASTM E 1300 DWG #: REQUIREMENT GLASS CHARTS, n & A y, 0 /(3 v4OF4SHEET: y s" I ar hs * ' ?'vX''j i4 r '" O. CINpk tit OF { § s aA° f? ? irks i S r j4 I A' I d. I ride 4Product Approval USER: Public User i`„J"gY.ti iiSZ4 Product A.Qroval Menu > Product or Applyoiion Search > Application List Search Criteria Refine Search Code Version 2017 FL# 9174 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 5earcn rceswcs FL# T_Y.K nufactuirer Status FL9174-R12 Revision Wayne -Dalton, a division of Overhead Door Corporation Category: Exterior Doors Jeffrey P. Arneson, P.E. 904) 821-5200 Approved istory, Subcategory: Sectional Exterior Door Assemblies Approveo Dy Vt5Ytt, Appruvaia uy uorn >non vG -.'ll..:.. u„ ,...,,......., ...,.. __ _.._, _. _.._ -- _. _._ Contact Us :: 2601 Blair Stone Road, T I ah SS 3 Phone, 850-4a7-1824 The State of Florida is an AAJEEO employer. QRyright 2007-2013 Stye of Florida :: Priv @tatement Ac4gssibiliry Statement :: Rgfund 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 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 haveone. The emaiis 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 click here_. Product Approval Accepts, 11-00"I gig Credit Card Safe https://floridabuilding,org/prlpr_app_Ist.aspx 1/1 3/2/2018 Florida Building Code Online S { n'?, > x '' t ¢:y ;t•r t¢ ,r i F-It#{'' yY$' Product Approvalby, r P USER: Public User Prgduct AiZprovai Menu > Prgdud or Application search Application Ust > Application Detail 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 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. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL9174_R12_COI_Gordon Tomas COI 2017.PDF Standard Year DASMA-108 2012 DASMA-115 2012 Florida Licensed Professional Engineer or Architect FL 174_Rt7_EEgujv_WD2017-0Q1R2 Evaluation Report - FL 9174.PDF Sections from the Code httna-//finridahuildina.oro/Dr/Dr aDD dtl.asDx?i)aram=wGEVXQwtDqufl1JRfWxf6u7ojnlOheH%2bKagdfe2PanfKY7e20j77uQ%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 Installation Instructions FL917 _R12_11_0228-318958-P8_S.pdf Approved for use outside HVHZ: Yes FL9174_R12_U_ 74 _Pl l_lr&ck-aipp men Qhaq-£19ned pft FL9174_R12_II_ 23462Q_P16 ]am b_Connection_5ARP-signed.pdf Impact Resistant: Yes Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174_R12,AE_ ^J D2Q17-00IR2 Evaluatign ggpQELL 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 Installation Instructions FL9174_R12__Q229-31$959-P9_df Approved for use outside HVHZ: Yes FL9174_R12_U_307494_P11_Tra k_ypp m n _Chart_signed. cif FL9174_R12_11_324 2 Jamb-Connection_aupp_sigogd--Pdf Impact Resistant: No Design Pressure: +15.30/-17.00 P16 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement Evaluation Reports FL9174_R12_AE_WD2Q17-001R2 Evaluatign Rgpgrt - FL 9174.PDF Created by Independent Third Party: Yesdoor. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL9174_RI2_U 0230-318969-P10-S.pci FL9174_g1__ 74 4_Pt Traek_$iRpl LnRG_Li_i9n3dP Impact Resistant: Yes FL9174_R12_II_32462 _P16 ]amb_C-,gnnection Supsigned. -Of Verified By: Gordon Thomas P.E. FLORIDA PE 46718 DesignPressure: +25.90/-28.80 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174_ Rl2_AE_WD2Q17-001R2 Evalua ion Report - 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 Installation Instructions FL917 ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes R12_ U_0231-318996- -5-0-f FL- RI2_U_307494_Pnl_'Eack-a12p>-Chart_IgOed pig FL917 _ RI2_U_3246Z _P1 Conn C ion-5-ugl2-$1g09djRdf Impact Resistant: Yes Verified By: Gordon Thomas P.E. FLORIDA PE 46718 DesignPressure: +30.00/-33.50 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 designed as partially enclosed or door is a replacement Evaluation Reports FL917 - 2-Ag_WD2Q17-OO1R2 Evaluation Repsrt FL 9174 PDF door. Created by Independent Third Party: Yes 9174. 5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions FL9174_ RI2-II_Q234-3}9022-P6-S.p.Of Approved for use outside HVHZ: Yes FL917 R..32_U_30749O SupImpact Resistant: Yes FL __fI_ 24Q_Pif iP_Conrtection{2_ignf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 DesignPressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174_ R12_AE_WD2017-001R2 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. i 1PRAWRi 17ninlOhp.H%2bKaodfe2PanfKY7e2Oi77uQ%3d%3d 2/5 3/2/2018 Florida Building Code Online Limits of Use Installation Instructions ELg174_31.2_II_Q2j 3190 3-P7—SpdffApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL217 _R12U30749Pli_Track__ta12RL Ql.1_ih!:t_Sl9 Pd FL9174_R12_II_31904Q_P1 Post Istall_W trEUgt gns_signed.pdfImpactResistant: Yes Design Pressure: +39.20/-43.70 FL9174_R12_II_324 2 _P 6 ] m _C nne i n_5 pp_Ligne.d PdK Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports DEFL174_R12_AE_WD2017-0QIR2 Eval i R pgrt FL 9174LP by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions 318999-P6—Si2df_ Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL917 —R1?_II_Q232 FL 174_R12_II_307494_Pll_Track_ ipp m n _ hbAq d.p f_ Impact Resistant: No FL917 _Ri 2_U_ 4_e1 Ja —Connection— p_sig 0--P-df Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation ReportsFL9174_R12AE_WD2017 QO1R2 Evaluation RepQrfi FL 9174 PDFdesignedaspartiallyenclosedordoorisareplacementCreatedbyIndependentThirdParty: Yesdoor. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions FL917= 12 U 023 000-P6-5:14fApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL 174_R12_II_307494_Pl l—Tra k—SU ipj_m_Qt—Chart_signed.pdf Impact Resistant: No FL217 R12_>_I_ 4_P 7 m _Conn cetion_ yiP_P__ 4r P Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement Evaluation Reports FL9174_R12_AE_WD201700IR2 Evaluation Reoo - FL 174 PDF Created by Independent Third Party: Yesdoor. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL9174-1112—U—Q 3&3 9 4-F7—SP-d FL,9174__II_ 74 = 11—TS — RP1P Ot—S —$ g09d`p f Impact Resistant: Yes Design Pressure: +30.00/-33.50 FL9174_812—Tf_ —;l9n e d - Rdf FL917_3J2_U_ Verified By: Gordon Thomas P,E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174_RJ2_AE_WD2017 0Qj9R uation Report - FL 9I74.PDF Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions FL9174_R12_II_Q237-319Q25-P7e .pdf Approved for use outside HVHZ: Yes FL 74_R12_II_ 30749P11_Track_ iR I m n —Chart_$ g p31f Impact Resistant: Yes FL917 =._U_ Q—PI R05tI_Instructions_igned.Rdf FL9174___244_21l 1_onn lion 541RR_Slgned.odfDesignPressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9 4—R12_AE_WD2017-00JR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174_R12_II_0600-319026-P5_S pdf F 174_R12_II_307494 ] 1_ ra pdf Approved for use outside HVHZ: Yes Impact Resistant: No S ppleg,nt_Chart_sne FL917—R12j1_324620_P16 a'—— f Verified By: Gordon Thomas P.E. FLORIDA PE 46718DesignPressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement Evaluation Reports FL 174_R12_AE_WD2017-OQ1R2 valuationpgr> Fh 9174 PDF Created by Independent Third Party: Yesdoor. 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174_R12_II_001_-3]2 0 27-{?5_LP0f 037494—Pl l—Track_Supp m nt_Chart_signed dfADDrovedforuseoutsideHVHZ: Yes FL9174_Rl2_I_I_ lDfNAf fa,n ininh,,HO/9hKan(lfa2PanfKY7e2Oi77uQ%3d%3d 3/5 3/2/2018 Florida Building Code Online Impact Resistant: Yes FL9174_Rj2_II_224620_P1 mb_Conng t lon_Supp.,_sign df Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL 174_R12_AE_WD2017-0 1R2 Evalu tion Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174= _U_0602-319028-P6_5-pdf Approved for use outside HVHZ: Yes FL2174_RI2_U_30742_6.11_Tragk_iipIp.tm=_Ch-rt_igne .pdf FL9174_R12_IU_ 234620_PL jam —Connection Supp_signed.QdfImpactResistant: No Verified By: Gordon Thomas R.E. FLORIDA PE 46718DesignPressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174_PU_a_WD2017-Q01R2 EvaluajiQQ Report - FL 9174 PDF door. Created by Independent Third Party: Yes 9174.14 I5120/5140/6100/9100/9400/9600 0603 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 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. 16' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Installation Instructions FL9174_R12_II_0603-319029-P6_S.Rdf Fl 174_R12_II_307494P,t_Tk5qent ha g df FL 174_RII324620P16mCnnggtSupp5igedpdf __ _ _ Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_ RI2_AE_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 15 5120/5140/6100/9100/9400/9600 116' 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 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL9174_ R12_11_0604-319030-P6_S pdf FL9174_ R12_II_307494_P1I_Track _5ippl"ment_Chn rt_ gn PLL FL9174=12_ U_Q19040_PI Post Istall_ Instructions_signed pdf F,L9174_ R12_II_ 23 4620_Plamb—Connection Sup igned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL917 _R12_ AE_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/960018' Max width. 10' Max height. Max section height 24". Glazing i #0605 availablein 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. 9174. 17 5120/5140/6100/9100/9400/9600 0606 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: + 30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174. 18 I5120/5140/6100/9100/9400/9600 0609 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: Installation Instructions FL9174_R12_ II_0605-319031-P5_S.pdf FL917 _ _L_ Q7494_1_Tr k_54 -p m nt_C_9 FL9174_R12_ II_324620_P16 Jam b_Connection_aUpp_signed.odf Verified By: Gordon Thomas R.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL917 _R12__ M_WD20IZ-00IR2 EvaluatignReport - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174_R37_ Ij_0606-31 00332-P7_S.pdf FL4174_R _ _ 03 7444; 1_Track_ ppleme-I Chart_5jgned,pd FL9174_R12_ II_319040 Pl Post Istall_ Instructions signed pdf FL9174_1112_ II_324620_P amb_Connection_Sup_gignedpdIF Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL917 _RI2_ M_WD20I7-0Q1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174_RI2_ L_0609-319035-P6_Spff FL9174_R12_ II_307494_ 11_Track_S ppi men _Chart_£gned.pdf FL9174 R12 II 319040_Pl Post Istall_Instruction s_ igne .pdf F74__L_ 2 4F_P1 mb_Cnn i n_SgP_p_£t9P> Pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes https://floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufl1JRfWxf6u7ojnlOheH°/p2bKagdfe2PanfKY7e2Dj77uQ%3d%3d 4/5 3/2/2018 Florida Building Code Online Evaluation Reports 74_R12_AE_WQ2017-O0JR valuation 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 FL 174_R12_II_Q6Q8-3190 4-PS_S pdf FL9174_R12_II_ 74 4_dl_Track_S>u m nt_Chart_gned.pdf FL9174_R12_II_324620_P16 lamb_ Connection_S»p_signed. df 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.,_R12_U_WD20) 7-0Q1R2 Evaluatign Report - FL 2174.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 FL9174_R12_II_0607-319033-P6_ df FL217 R12 11_ 4Z494_P11 T,rack_Supplem n Chart_signed.pdf FL2174_R12_II_32462o_P16 Igmb_Connection_$ip_ gng pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL917 _R12_a_WQ2017-0Q1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy tatement :: Acce sibi ity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: CM 0 ® .tom$ Credit Card Safe 4 nai ., Int,diAinn r /.. i— - rift r, '>n, ramc,M1,rFI/YOlA,trlrnrfl1.IRfWyfRii7ninlnhaH%?hK»ndfP?PanfKY7e2Oi77uQa/o3d%3d 5/5 REVISIONS YQIER L SHORT GLAZED PANEL OPTION — 090' MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) (NBxi' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN bN THIS DRAWING. !LAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75" AND A MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS- 2. LONG GLAZED PANEL OPTION - NOT AVAILABLE WITH THIS OPTION CODE. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET NEGATIVE PRESSURES. 4. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. 5. SECTION SHALL #'E CONSTRUCTED WITH FOAMED IN PUCE POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 GA MINIMUM FACER STEEL AND A POLYLAR+6NA7E OR 32 GA STEEL BACKER. END CAP TO NAVE A MINIMUM 1.4" DEPTH. 6. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LIMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE 8. LOUVER OPTION - .040" MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) '8x1" SCREWS INSTALLED IN THE BOTTOM SEC ON. LONERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR.. SUPERIMPOSED DESIGN PRESSURE DOOR I FDOR I UNIFORM LOAD EACH JAMB (PLF) JKHN E. SCATES. PE 3121 FAIRGATE OR, CARROLLTON, Tx 75007 FL PE 51737 TX PE 5A308/F2203 p oFESSIONAL EAL PROADED ONLY FORVERIFICATIONOFENGINEER'SUJM CONSTAUCTON DETAILS. SEE U—BAR NOTE ON 51ILG1 2 FOR U-BAR INSTALLATION 13 GA HORIZ ANGLE 13 CA FLAG ANGLE 16 GA MIN HORI A TRACK SHEET 5/t6x1-5/8' LAG SCREWS NUN 3 AS SHOWN) 16 GA MIN PERT 20 GA ENO CAP TRACK 5/16x1-5/8" LA SCREW AT EACH B EE7 JAMB BRACKET 1/4-20x9/16" TRACK DOLT AND 1 /4-20 HEX NUT AT EACH JS JAMB BRACKET LOCATION EET TYP 15 GA STIFFEN JAMB BRACKETS SEE SCiELDU LE FOR gUANNTY, LOCATION, DTYPE KEY LOCK OR SLIDE LOCK - BOTH ENDS (NOT REQUIRED WITH OPERATOR - SEE NOTE 4). SLIDE LOCK SHOWN FOR CLARITY N07E: (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTE 1 ON THIS SHEET FOR GLAZING OPTIONS. DOOR JON SUPPOR7INC TRUCTURE AND CLAPoflED NUMBER OF ASTENERS AND CENTER iNGES REQUIRED FOR ARROWER DOOR WIDTHS. RB 5/10/06 2 MODIFIED NOTE 8 70 { TATE THAT LOUVERS E NOT IMPACT ESISTANT. RT 6/6/07 3 MOOTED JAMB RACKET SCHEDULE FOR AT OPTION, ADDED LHR ACC DETAIL SHEET 2. GRT 4/17/08 4 ADDED TEXAS LICENSE UMBER To TITLE BLOCK. ANGED LOUVER NOTE, NCREASED MAX HEIGHT 0 W-9". ADDED HIGH FT AND ROOF PITCH TRACK NOTE. RT 4/29/09 5 UPDATED TITLE BLOCK T 5/4/10 NQ'y_ (5) CENTER HINGES PER JOINT REWIRED ON DOOR WIDTHS GREATER THAN 3) CENTER HINGES PER JOINT REQUIRED ON DOOR YA0114S LESS THAN OR EQUAL. TO 12'-0-. FOLLOYINO DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT. WFOLLOWINGDIMENSIONDENOTESQUICKINSTALLJAMBBRACKETINSTALLEDNHBUTTERFLYSLOT. NO ADDITIONAL HARDWARE NEEDED i0 ATTACH 70 TRACK. DOORS WITH HIGH LIFT, ROOF FiTcH, AND/OR GREATER THAN 6' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT (RACK CHART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED SIZES SC yyayne DESIGN (PSF): +25,90/-28.80 MAX WIDTH: 16'-0" TEST (PST): +38.85/-43.20 MAX HEIGHT: e'-9" DR DdOtt IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CH MODELS 5140/9400/9600 DIVISION OF OVERHEAD DOOR COR PENSACO.A, FLORIDA1 2514 WINDLOAD SPECIFICATION OPTION CODE 0607 I—) --.On _ N.T.S. sIGC: A DATE NAME 3/8/06 GIRT ED 4/6/06 MR9 SHEET 1 OF 2 DRAWING PART N0. jj REV. 319033 P5 REVISIONS 13 GA ADJJSTABL£ TOP PLACE U-BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES " " HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR AND ATTACH THRU END CAP AT WITH (2) 1/4-14x5/8' EACH END WITH (2) 1//4-14x7/8 1 CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCREWS I FOR STANDARD TRACK AND (3) 1/4-147/8" SELF DRILLING CRRMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH • ARE USED TO ATTACHED 114E TOP BRACKET AS SHOWN). IOW HEADROOM TRACKDETAILA DETAIL A I GA ROLLER SLIDE ATTACHED TO INRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH ITH i2) 1/4-14x5/8' CRMPTITE SCREWS. SE EWING HOLE IN TO ENSURE THE (8) PRE -PUNCHED HOLES EACH END FACING UPWARD AND ATTACH THRU END ROPER ALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) 1/4-14x7/8- SELF DRILLING CRIMPnTE SCREWS 5 GA HINGE ATTACHED / EXCEPTION; U-BAR PLACED OVER TOP RIB ON 114E BOTTOM SECTION SHALL ONLY ATH (4) 1/4-14x5/8" / BE ATTACHED THRU END CAP AT EACH 1RtMPnTE SCREWS (2 OFCREWSFACTORY END WITH (1) 1/4-14x7/8" SELF DRILLING 41IIMN ARE CRIMPTITE SCREW LOCATED ON THE ITTACHED) - 1 BOTTOM FLANGE OF THE U-BAR TO ANCES REQUIREDINNOSTTALLSCREWSAETTHEENDSOFTHENYLON STORMGARO G. U-BARS, ALL U-BARS SHALL BE ROLLER WITH INSTALLED ON SECTIONS PRIOR TO 1- 1/2" STEM INSTALLING ROLLER SLIDES AND TOP DETAILf3FIXTUREONTHEU-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. LACE U-BAR OVER 18 GA HINGE ATTACHED INTEGRAL RIB AND ATTACH WITH ( 6) 1/4-20x5/8' WITH ((2)) 1/4-20x5/8' 7HRUGRIMPTITESCREWS (2 OF WHICH ARE FACTORY CRIMPME SCREWS PRE - PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALI.F.O INTO LOCATION (1 THRU FLANGE TOP LEAF. AND 1 OF U-BAR AND BOTTOM WHICH IS FIELD INSTALLED HINGE LEAF AND 1 THRU THRU PRE -PUNCHED HOLE _ .- WEB OF U-BAR AND IN U-BAR INTEGRAL RIB OF SECTION) 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH / - u LACE U-BAR OR INTEGRAL RIB WITH 3) 1/4-14xs/8' OVER NOTCH DOWN TO CLEAR BOTTOM MPTITE SCREWS BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREW AS SHOWN AND USE (1) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW ACROSS THE BOTTOM OF THE BOTTOM U-BAR AT EACH PRE -PUNCHED HOLE AT EVERY DETAIL D HINGE LOCATION. USE (1) 1/4-20x5/8' CR1MPnTE SCREW AT ALL OTHER PRE - PUNCHED HOLE LOCATIONS. JOHN E. SCATES. PE 3121 FAIRGAIE DR. CARROLLTON. TX 75007 FL P£ 01737 TX PE 56308/f2203 PROFESSIONAL ENGINEER'S SEAL PRONDED ONLY FOR VERIFICATION OF WMDLOAD GONSTRUODON DETAILS. 5) SECTION DOORS WITH ( 6) 3'. 18 GA. 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS 4) SECTION DOORS WITH ( 5) 3', 18 GA, 80 KS U-BARS LOCATED OVER INTEGRAL RIBS AS 11 RAR ATTACHMENT NOTES LL 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL F" RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH ( 2) 1/4-14x5/8' CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-14x7/8" SELF DRILLING CRimPnTE SCREWS AT EACH END CAP EXCEPT BOTH U-SARS ON BOTTOM SECTION - SEE DETAIL 13 AND D THIS SHEET), (2) 1/4-105/9" CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND ( 1) 1/4-145/8' CRWPnTE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0', THERE SHALL B£ A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0', THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2, WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (6) THEBOTTOMOFEACHENDPRE -PUNCHED HOLES IN USED FOR THE ATTACHMENT OF THE TOP.FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED 0 THE DOOR WITH 1/4-0CRIMPTITE SCREWS. 3. 18 GA U-BARS SHALL BE STAMPED '46" APPROXIMATELY 8' FROM EACH END. STATIC PRESSURE RATINGS APPROVED S12ES SC a n DESIGN (PSF): +25.90/-28.80 MAX MOTH: 16'-0" 38.85/- 43.20 MAX HEIGHT: 8'-9" DR TEST (PSF): IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CF Balton JiSILNiOF OVERHEAD DOOR CDR PENSACOLAA,, aFLORIDAi32514 MODELS 5140/ 9400/9600 WINDLOAD SPECIFICATION OPTION CODE 0607 LOADS iIFIED NUMBER OF TENERS AND CENTER S REQUIRED FOR ROWER DOOR WIDTHS. 5/10/ 06 MOOIFIED NOTE 8 TO TE THAT LOUVERS NOT IMPACT 1STANT. 6/ 6/ 07 MODIFED SAMB 4CCET SCHEDULE FOR OPTION. ADDED LHR 1CK DETAIL SHEET 2. T 4/ 17/08 ADDED TEXAS LICENSE MBER TO TITLE BLOCK. ANGED LOUVER NOTE. REASEO MAX HEIGHT 6'-9". ADDED HIGH 7 AND ROOF PITCH ACK NOT£. T 4/ 29/09 UPDATED TITLE BLOCK IT 5/ 4/10 T.S. 3/8/ 06 i GRT ED 4/ 6/D6 MRB SHEET 2 OF 2 DRAWING PART NO. REV. 319033 1 P5 REMSIONS PLICE PLATE LOCATION SEE SCHEDULE 14" MAX T-- 12" MAX MAX I , CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE MAX VTRACKT CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN E. SCA7ES, PE CAW".l'A'- &I FL PE 51737 TX PE 55308/F2203 FROFESSMINAL FNGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION or VANCLOAD CONSIRUCTION DETAILS. 13GA 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- RSW 13 GA MIN CONTINUOUS WALL ANGLE FRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CUP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETINGDETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4" -20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL, DESIGN PRESSUHL UMAMI MAX DOOR MAX PSF WIDTH WPSF 465- 0 PSF/-52 0 g'- O" 46.0 PSF -52.v r.>r Wagn PSF/-52.0 PSF 16'-0" 46-0 46. 0 PSF/-52.0 PSF I Baltoni 3395 ADDISON DRIVE PENSAC LA, FLORIDA 32514 6500) 474-9890 TRACKSUPPLEMENTCHARTL ANGLE IZ FOOT ATED UPDATED FORMAT. REASED ALLOWABLE SSURES TO 6. 00/-52,00 PSF FOR DOOR WIOTHs. ANGED ' TEXAS WALL CLE" To 'CONTMOUS LL ANGLE". ADDED BSTRATE MOUNTING TAIL. CHANGED TO EN HD ANCHORS T 4/2/07 CHANGED FORMAT. DED MODELS 9800 0 8024 WITH OVERLAY TRACK CUP HEDULE. IT 8/21/07 5 UPDATED MODELS SIED IN CHARTS. DATEDSPLICE & CUP HEDULESI LP 9/05/07 6 UPDATE MOUNTING ETAIL DRAWINGS, FIT 10/05/07 7 UPDATED CHARTS TO 1- IMINAIE THE USE OF HE # 5 CUP (REPLACED ATH 19 ACROSS THE UPDATED STEEL NTING DETAIL 9 EXPANDED 1-1/2' TO 3/ 8- DOOR 1HICKNESS 31ART UP TO 14' HIGH. RT 12/11/08 10 UPDATED TITLE OCK RT 6/2/10 DRAWN SHEET 1 OF 2 DRAWING PART NU. 307494 jP10 2 3/4" ±1" EDGE DIST E60XX MIN11 . 1 8 2-24 1 / 8 2-24 MIN 3/16" THICK STEEL FOR MOUNTING x 1-5/8" WALL ANGLE AG SCREW OR QUIVALENT INTO AIN 2 x 6 N0.2 TRACK CUP 3PF ( G=0.42) OR - - - - - BETTER AT EACH 1/4-20x9/16" HOLE OR -PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL n. WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( a a• a 9 o .' . a P e' CONCRETE MOUNTING DETAIL N E. SCATES. PE 3121 FAIROATE DR. CARR LTflN, TX 75 7 FL PE 51737 TX PE 58308/F2203 PROFESSIONAL ENOMEER•S SEAL PROVIDED ONLY FOR V[RFIG,710N OF VRNDLOAD CONSTRUC71ON DEWU'. 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 PLATE # HEIGHT 16 7, 9, 9, 9, 9, 11 16 7, 9, 9, 9, 9, 11, 11 18 7 , 9 > 9 , 9 , 9 , 11, 11, 11 7, 9 , 9, 9, 9, 11, 11, 11, 13 18" 04!'- 7, 9, , 9, 9, 11, 11, 11, 13, 13 20" 7, 9.9,9.9,11,11,11,13,13,13 20" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22" 7 , 9 , 9 , 9 , 9 , 11, 11, 11, 13, 13, 13, 13 2 2 CLIP #' S FROM BOTTOM TO TOP PLATE 12 6, 6, 7, 7, 9 12 6, 6, 7, 7, 9, 9, 9 14 5, 6, 6, 7, 7, 9, 9, 9, 115, 145, 6, 6, 7, 7, 9, 9, 9, 11, 11 165, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 165 6 , 6 7 , 7 , 9 , 9 , 9 , 11, 11, 11, 13 185, 6 , 6 , 7 , 7 , 9 , 9 , 9 , 11, 11, 11, 13, 13 18 TRACK SUPPLEMENTCHART Wagnc Dalton 3395 ADDISON DRIVE ENSACOLA, FLORIDA 32514 850) 474- 9890 REVISIONS } NCH K- CUPS- TEXAS ANGLE 12 FOOT JED 6/ 11/ 03 7PDA7ED FORMAT. EASED ALLOWABti SURES TO 00/-52. 00 PSF FOR DOOR W107HS. NCED "TEXAS WALL LE" TO " CONTINUOUS L ANGLE'. ADDED ISTRATE MOUNTING AIL CHANGED TO N HD ANCHORS 4/2/ 07 CHANGED FORMAT. ED MODELS 9800 8024 WITH OVERLAY TRACK CUP 4EDULE. T 8/ 21/07 UPDATED MODELS TED IN CHARTS. DATED SPLICE & CUP HEOULES. P 9/ 05/07 UPDATE MOUNTING TAIL DRAWNGS. tT 10/ 05/07 UPDATED CHARTS TO 3MINAT= THE USE OF E #8 CUP (REPLACED TH 49 ACROSS THE 18 UPDATED STEEL AOUNTiNG DETAIL A,RS 04/11/03 P9 EXPANDED 1-1/2" TO 1-3/ 8" DOOR THICKNESS CHART UP TO 14• HIGH, CRT 12/ 11/08 PIG ADDED MODEL 8700. iUPDATED TITLE BLOCK IGRT 6/ 2/10 DRAWN B/ Zi/U/ 1!K' CHECKED 8/ 21/07 MRH SHEET 2 OF 2 DRAWING PART N0, REV, 307494 P10 A Division of Overhead Door corporation Jamb Connect -ion Supplement This document provides a series of connection schedules and basic detailing concepts for the connection ofTechngarage door jambs to building frames with the use of various fasteners. DASMA cal Data Sheet _TDS-1 61 may be used as an alternate to this document. Rev. P16 P/N 324620 SCHEDULE1 5/16" DIAMETER LAG SCREWS No.51737 p STATE OF ; ty ZZ ffjSSIONAO, 111i/I1111\ 1, BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. DIVIDED BY 2. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =1611 LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5, DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY > 0_42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. E RESPONSIBILITY OF THE BUILDING DESIGNER6, DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8, LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision Pi 6 FL PE 51737 TX PE 56308/F2203 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPAGINCa rtM Jhroio v MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 24 24 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 24 20 SPF SPECIFIC GRAVITY - 0.42 19 16 LOAD PER JAMB LB/FT NOTE s 100 120 140 21 17 14 160 180 200 220 240 18 16 15 13 12 15 13 12 11 10 12 10 9 8 8 260 280 300 11 10 10 9 8 8 7 7 6 320 340 360 9 8 8 7 7 6 6 n/a n/a 380 7 6 n/a 400 420 440 7 7 6 6 n/a n/a n/a n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 800 n/a n/a__—f n/a n/a n/a n/a Scgr. NO.51737 • : .. a Ara : STATE OF : a • . t •••!pR Q N 11h111110 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16fU2 = 2401b/ft 4. CHART IS BASED ON 6-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT, 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6 DESIGN OLL SUPPORT ED FOR THE JAMB LOAD LISTED INN ABOVETONER ABLE AS CALCULATED PER NOTEF THE BUILDINGI3, ANDSHALL BE DESIGNED 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015. 02. 20 09:56:58-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULES 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL. EIGHT CONCRETE Sc4" V/ No. 51737 STATE OF 41 ffjss ONA` 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 BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30pst DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4, CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OFTHE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. Digitally signed by John E. Scates, P.E. ApproveCI Date: 2015.02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FLPE51737 TX PE 56308IF2203 SCHEDULE4 3/8"0 SIMPSON TITEN HID SCREW ANCHORS S c4;: t4o.51737 STATE Or- tOR%D X1 Il L--------- =Z 1. BASED ON 3/8"0 SIMPSON TrrEN 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 318"0 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". CONCRETEMASONRYUNITSSHALLCONFORMToASTIVIC90ANDGROUTSHALLCONFORMTOASTMC476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLEWITHAMINIMUMOFTHREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OFJAMBSHALLBEPLACEDAMAXIMUMOF6" 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 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6'.6- MINIMUM AND 24!-0"MAXIMUM DOOR HEIGHT. 6, DOOR JAMB TO BE 2X6 OR LARGER NO, 2 GRADE SPF (SPECIFIC GRAVITY >-0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. ALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. IFMOUNTINGOVERDRYWALL, OF THE BUILDING DESIGNER 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY ANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPER NOTE 4, 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015,02.20 09:58:01 -06'00' Approve John E. Scates, P.E. 3121 FaIrgate Dr. Carrollton, TX 75007 Revision P 16 FL PE 51737 TX PE 56308/F2203 SCHEDULE 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR E N No. 0737 7- STATE OV 0 4/j;' SION l ,-\\ x 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHTUNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH AMINIMUMEMBEDMENTDEPTHOF2-10 AND A MINIMUM EDGE DISTANCE OF 4'. ONLY ONE ANCHOR PER MASONRY UNITCONCRETEMASONRYUNITSSHALLCONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHORS PER JAMB, ANCHORS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (F-0 DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft(2 = 2401b/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE2x6 OR LARGER NO, 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED To SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7, DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPER 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRI17EN INSTRUCTIONS. NOTE 4. Digitally signed by John E. Scates, P.E. Date: 2015.0220 09:58:27 -06'00' Approve John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision PI 6 Fl. PE 51737 TX PE 56309/F2203 w l 3395 ADDISON DRIVE PENSACDU, FLORIDA 32514 850) 474 9890 t40. 51737 S Tlr STATE OF : mkt offjS ONA `\\\, Digitally signed by John E. Scates, P.E. Date; 2015.0220 095853-06'00' r,AMOtLTOA ix TSOQf rl Pe sTn ,x PC xwe/rnu3 VDwcA,ia i wn ta cnwL oLiAx t B• MA) Msl HEADER LACK SCUMERM PWE RACKET LUM9ER. 4' • 2_3/4• J 3/8- SIYPSQN nTEN HP SCREW AMLII OR EYBEDNE3fT DEPTH OFF 2-}/4' AND A IA98<IUY EDGE DISTANCE OF 2-3/4•. KU-2 oQepa1La OREff MMAXI" DEAGN IAAD CM OF 2085 185. DOOR -TH LOCK AND LOCK 1 , I 4• 1-1J DIA. LAC SCREWS 4) 3/8• SIMPSW7 n1TN HP SCREW 4) 3/B• WIM i-L/4 O.D. WASHERS ANCM t WM A ,-,(4' WASHER AND A NININUN EMBO)WENT 0E11H OF lAG SCREWS SHALL HAVE A WNMUY PENETRATION OF 2-3/4' AND A —04M EDCE 9/32' INTO ME YAW SUPPORT MEMBER. DISTANCE OF 4". MAR T l TDDD m-T Ek fD CNU NOTE• MA%9.TUY OESIOM LOAD XAkWUTA TIESIGNLDAD CAPACITYY W 24]O LHS. CAPACITY OF 2400 LBS SHEET , OF 2 CHECKED ON JAMB CONNEC110N SUPPLEMENT YING PART NO. I REV. 324620 P16 Wa lw ton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 MW 2 x 4 SPF (C 0.4v dt @f-7TER 'RFL- SiOD OftOAHU. NCItEfEWARLE FASTENER711EDESIGNESIGNOFSUPPORTDIGSTRUCTURUCNREDE51GN23/4` THE SOUS RESPON51BU- OF THETRUCTURESHALLMINEDGEDIST. OF RECDRO FOR THE STRUCTURE^—^^ G a . 3/e` AMPSON 71TFN ND, HdA BACK INTERIOR g1EA1FNiGUG S.FiEW WTN 2-3/F MIN EMBEA NW 6' BEIWUN JAMB DRACIQ.T LOCAVON t-9/32 EMBED IN CENTER STUD 3 i 4 FOft EAGN JMAB IAG710N" JAMS @ftAOOT 1 4-2flx9LTDHa AND J/N/AB BRACTQT YRA(S( BOLT AND HIX N i/4-10 NEX INF—' SCq yI f ij TRACKTRACK IRA dRECT 'AOOD M t9" Isa L320.ias E 737 0 STATE I Digitally signed by John E Scates, P.E Date: 2015.02.20 0959:26 -06'00' pro+ E SCAtEi. tE atp rAuanTE aR CMRIXtltki Tx iSO I R PE Styr l% PC 96344/F]3aJ VESIRCATpM CF 'p1MAAD W1lS p ICMaPET ai SHEET 2 OF 2 CHECKED DRAWING PART NO. REV. JAMB CONNECTION SUPPLEMENT 324620 P16 Florida Building. Code Online BLS Home { Log in I User Registration { Hot Topics ; Submit Surcharge { Stats & Facks { Floridalock fat Product Approval ILI rp,9g!6s USER: Public User Application Ust gLq,.9RRLg-AI%.g.-4. 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King, Revision Therma-Tru Corporation 76776555 Category: Exterior Doors HISLOEY subcate9orYc Swinging Ex necessary. cis gs_ p-487-1H24 RIlGigt-" ;; ,n, cibil"^t; ta-t m:: aefund Stal.t*IOOf EEp emploY'• of naridH. ram— --'n" o do not send The State of Florida is an Aq1 orLse to a public -records req est email addresses are Public records- If You do not wank Your a -mail address released, inyul=., please contact 850.467.1395, *Pursuant to Under Florida law, Instead, contact the office by Phone or try traditional mail. If you have4S5aF.S must provide the Department with an email address if atecttunic mail to this entity. efcontac October 1, 2012, licensees licensed under ChaptPHrowever email addresses are public record. If you do not wish tosection455.275(1), Florida Statutes, public, To determine if you are a licensee underbeusedforotfldalcommunicationwiwhtheIicens made available to the P they have one. The emaBs Peke ldP id the Department with awn e5 t , please dick fIP'gsupplyaPersonaladdress, Fd Product Approval Accepts MM Ccuritv my rule 2/14/2018 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats & Facts Publications FBC Staff BCIS Site Map Links _Search R rlda a Product Approval w USER: Public User Product Agproval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 16103 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 w....z...:.... FL# lyn m Manufacturer Validated By Status FL16103-R9 Revision Ply Gem Windows Category: Windows National Accreditation & Management Institute Approved 804) 684-5124 i tory, Subcategory: Single Hung Approved by Ut3PK. Approvals Dy utsrK snail De rewewea an0 rauneo uy tile ry auu/ui u c wnnn.»-,- u , Contact Us :: 260 I it t n ad, Tallahassee FL 32399 Phone: 850-487-1824 The Stale of Florida is an AA/EEO employer. CQpyri h 2 7-2 13 Sta e f FI ri :: Priva [ m nt :: Accessibility jtAjqMtnt :: 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://floddabuilding,org/pr/pr_app_lst.aspx 1/1 2/14/2018 BCIS Home Log In User Ptegi't'ati.n Hot I OPICS Florida Building Code Online Submit Surcharge I StaLs & Fads 1 Publications ; FBC Staff 1 BC15 site map I Links Search LON V IL Product ApprovaldFloridaUSER: Public User Product ApPj2y4LM-tn9. > ftgAULUr ARpliotion Search Plication list > Application Detail FL # FL16103-R9 MW Application Type Rev Sion 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 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 Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) 5tandarA 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 I option A Date Submitted 12/20/2017 https:llfloridabuilding.orglprlpr_appjtl.aspx?param=wGEVXQWtDqvyf4ngAXhlOOOqbVYRGITqUSzNzJCVvRqQvjVozheKNA%3d%3d 1/3 2./14/2018 Florida Building Code Online Date Validated 12/21/2017 Date Pending FBC Approval Date Approved 12/27/2017 Summar of Products FL # Model, Number or Name 1Description 16103.1 Piy Gem 1500 ( Single Hung, Non -Impact (Alt. Substrates) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. 16103.2 1 Ply Gem 1500 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. 16103.3 1 Ply Gem 1500 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. Certification Agency Certificate F 1 10 _R _C_CAC_NI011350 01-R3 pdf FL161Q _Rq_C_Q6_C_NI411350 Q2-R3 qdf FL 6103 g _C_CAC_NIQ11350 04-R3.pdf FLl 1 _Kq_C_CAC_NI011350 05-R4 pd FLl¢103_U_C_CAC_N101I350.06-R3.pd FL 6103_R' _C_CAC_NI01135Q 07-R3.pd FL16103_R9_C_CAC_NI011350.08-R5.p9f L1610 _Bq_C_Q6;_NI0I1350 11-R4 pdf FL1610 _Rq_C_CAC_NI01135016-R3 pdf FL16103_ R9_C_CAC_N1011350.20-R3.gdf FL1610 _ R9_C_C6,C_NI011350 21-R3.pdf FL1610 _ Rq_C_QAC_NI0I1350 22-R4 pdf FL16103_ U_C_CAC_N 1011350.25-R3, pdf FL1610 _ R9__C CAC_NI013370 02 pd FL1610 3_i3g_C_"A _fN Q13370.03.cLdf L1 10 _R9_C_C fA _NI(E13370.04,pc4f FL1610_ Q2_C_C_N1413370.0S.f FL1610 _ 99_C_CAC_N1013370 06 R.S1f Quality Assurance Contract Expiration Date 04/ 30/2020 Installation Instructions FL1610 _ R9__II_PPG 181-C pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL1610 _ 1R9_AE_ vFll_R.gport-PGW181-C pd Created by Independent Third Party: Yes Single Hung, Non -Impact (As Tested) Certification Agency Certificate FL1610 _ R9_C_CS_14I011350 01-R3 pdf FL1610_ R9_C_CAC_NIQIj350 02-R3 pdf FL1610 _ Rq_C_CAC_NI011 0 Q4-R3 pd FL1610 _ Rq_C_CgC_NI011350 05-R4 Qdf FL161Q _ gq_C_CAC_NI011350 06-R3 pdf FL1610 _ Rg_C_CAC_N1Ol 1350.07-R3.pd FL16103_ U_C_CAC_NI011350 08-R5pdf FL16103_Rq_ C_CAC_NI011350 11-R4 pdf F 161 _ 139_C_9P&k_N3 11350 16-R3 pdf FL16103_Rg_ C_CAC_NIg11350 20-R3.pdf FL1610 _RR9_ C_Q&_N10111350.21-R3.pd FL1610 _R9_ C-_1\11354.22-R4 pdf FL16103_R9_C_ CAC_NI011350.25-R3.pdf FL1610 02.pdf FL161Q _R9_C_"_ NI013370.03.Wf FL1610 _Rg_C_ CAC_NI01337004 pdf FL16103_Rq_C_"_NI013370 05.pdf FL1610 _Rq_(;__NI0I337Q06 of Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL16103_RR _II PGW 198 AS TESTED.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Single Hung, Impact (Alt. Substrates) Certification Agency Certificate FL 1610 3_gq_C_ SAC_NI411350 12-R2. pd FL1610 _i39_C_CAC_NIQ11350 14-R2.pd_f FL16103 13q_C_CAC_NI01135024- R2 pdf Quality Assurance Contract Expiration Date 11/ 30/2022 Installation Instructions FL1610 _ Rq_U_egW183- B.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports i 2/3 https:// flaridabuilding.org/ pr/pr_app_ dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITqUSzNzJCVvRqQvjVQzheKNA%3d%3d 2/14/2018 Florida Building Code Online FLl 103_R9_AE_EvalReport-PC,W183-B P Created by Independent Third Party: Yes 16103.4 I Ply Gem 1500 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and ratings. Single Hung, Impact (As Tested) Certification Agency Certificate FL16103_R9_C_CAC_NI011350 12-R2.pd FL16103_R9_C_CAC_NI01135Q.14-R2.pdf FL1610 _39_C_CAC_NI01135Q 24-R2.pef Quality Assurance Contract Expiration Date 11/30/2022 Installation Instructions FI L6__U_fj_PQ)N184 AS TESTED.pd Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us :: 2601 8 air Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copy fight 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_ Product Approval Accepts: R9 Credit Card Safe https://floridabuilding.org/prlpr_app_dti,aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITqUSzNzJCVvRqQvjVOzheKNA%3d°/a3d 3/3 PLY GEM WINDOWS SERIES 1 500 SINGLE HUNG WINDOW 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 DO 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. 11, 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 110-15596-1 & -2, 110-15597-1, 110-15598-I, 110-15599-1 & -2, 110-15600-1, 110-1601-1, 110-15602-1, 110-15605-1, 110-16027-1, 110-16028-1, 110-16245-1, 110-19262-1, 110-19348-1 THRU -5. 13- DESIGNATION 'X' IS FOR OPERABLE PANEL AND "0" 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 16103.1 SIZE CHART OVERALL SIZE MAX. DES+GN PRESSURE GLAZING TYPE / CONFiG. WIDTH HEIGHT 35.15116' 84' 50/- 50 PSF TYPE GI / EVEN SASH 40' 72' 50/- 50 PSF 48, 72' 50/- 50 PSF 52-1/8' 62' 1 +SO/- 50 PSF 53' 77-1/8' 50/- 50 PSF 4W 77-1/8' 40/- 40 PSF 53, 77-1/8' 401- 40 PSF 35-15/16' 73 15/i6' 35/- 35 PSF 35-15/16' 73 15116' 50/- 50 PSF 40-1/16' 95-15/16, 30/- 35 PSF TYPE GI / ORIEL SASH48-1/16' 95.15/16' 251- 30 PSF 44-1/16' 77-1/8' 40/- 40 PSF TYPE G2 1 EVEN SASH 36-1116' 74-1/16- SO/- 50 PSF 35-7/16' 73-1/2' 351- 35 PSF 35-i5/16' 61 15116' 35/- 35 PSF TYPE G3 ! EVEN SASH 35-I/Y 73-112, 30/- 30 PSF 40-iH6' 72' 25/- 35 PSF 43-15/16' 77-1/8' 25/- 25 PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 8 GENERAL NOTES 2 ELEVATIONS 6 ANCHOR SCHEDULE 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 5 GLAZING DETAILS TABLE I: INSTALLATION FASTENERS TABLE Lucas Tumer 2017-12-20 03:31+19:00 ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN EDGE DISTANCE FIN INSTALLATION 2X MIN. SPRUCE -PINE -FIR WOOD A (G=0.42) 8 WOOD SCREW 2" 7/:6' 16 GAUGE (0.060') STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL, PLUS 3 B OR 1/8' ALUM. 6063-T5 MIN. TEKS/DRIL-FLEX/KWIK-FEXL THREADS MIN. 7/'6 FRAME OR CLIP INSTALLATION C CONCRETE (2 KSI MIN,) 3/16" ITW TAPCON 1-112" 1-1/8, HOLLOW OR GROUT -FILLED CMU D 117 PCF MIN.) 3J16" ITW TAPCON 2" E 2X MIN, SOUTHERN PINE WOOD G=0.55) 3/16' ITW TAPCON 1-3/8' 7/8' F ZX MIN. SOUTHERN PINE WOOD G=0.55) 10 WOOD SCREW 1-3/8" 718' G 16 GAUGE (0.060') STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL, PLUS 3 OR 1/8" ALUM, 6063-T5 MIN. TEKS/DRIL-FLEX/KWIK-FLEX) ITHREADS MIN. 1/2" 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. f.: Ply GeWINDm 431 N. ?feat ST.. M — 559, ROCt' MOU T, VA 24I5f PH'. 540-454-6} 8 FX, 540.434-6683 rWm o IdiQOP3z = vz QE HSFl4'?%%. N- 58204 ' F of STATE OF :tuc S10NA6*''• 12/19/2017 LUCAS A- TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JASARA AVE. NORTH PORT, FL 34288 PH- 941-380-1574 DWG #: PGW181 SHEET: I OF F UNIT MAX. WIDTH SEE SIZE CHART, SHEET I TYPICAL ELEVATION EVEN SASH 4' FROM 8-1/2' CORNER, TYP. O,C., TYP. CORNER, YP. UNIT MAX. WIDTH SEE SIZE CHART, SHEET I 9 : 3 TYPICAL ELEVATION ORIEL SASH 6' FROM S' CORNER. TYP.' O.C.. 77 6' FROM TYP. CORNER, TYP. 12' O.C., ] TYP. Jj_ INSTALLATION ANCHOR, TYP. 2' EACH 4 O.C., TYP. SIDE OF T- MTG. RAIL -j CENTER, y x TYP. A EXTRA ANCHORS INSTALLATION (CIRCLED LOCATIONS)1 ANCHOR, TYP. REQUIRED FOR ALL WINDOW WIDTHS OVER 44-1/16' ANCHOR LAYOUT FL 16103.1 FIN INSTALLATION u f..~ Ply Gem* WINDOWS 133 a. WAIN ST.. M BOx $50, ROCXY MOUNT. YA 21151 PN. 51 -'U-6} 5 Fll. 54G-4&L-5bd3 rQ O n N NOTE: MAXIMUM ORIEL UNIT FIXED D.L.O. HEIGHT IS LIMITED TO 50-7/8'. J w p 1 15' O.C.---'- TYP., IZ' O.C., TYP. nOn LINSTALLATIONANCHOR, TYP. 2' EACH 4OF01 SIDE AI4' FROM MTG. RAIL. EXTRA ANCHOR CENTER. X 1 LOC. TO TYP. ' X" NEAREST STANDARD LOC., TYP. o U•Z Z z O rQ Zp N z O z- n w o J a o J o yr w o o r w sr o r z aoi x1 c usJ 1— Z C m u wt2 m w r m NZL u Z P Q N 6' FROM CORNER. TYP. 14` °;r' Ofl HgF GRtiL. ti Jr i• No 58201 IT EXTRA ANCHORS MARKED W/ 'X') 9•• STATE OF :'{u O •. F, {u . EOUI RED FOR ALL i F'• / O R 10."V is1CjNA'tios># WINDOW WIDTHS OVER 44-1/16' 1 4' FROM S2/S/07 EXTRA ANCHOR LUCAS A. TURNER, P.E. LOC. TO FL P£ # 58201 NEAREST TURNER ENGINEERING & STANDARD LOC., CONSULTING, INC. COA # 29779) TYP, 1239 JA3ARA AVE. NORTr? PORT, FL 34288 4^ O.C. 6' FROM # PH. 941-380-1574 INSTALLATION CORNER, TYP. ANCHOR AT CLIP, TYP. DWG #: ANCHOR LAYOUT ANCHOR LAYOUT P G W ! 8I FRAME INSTALLATION CLIP INSTALLATION SHEET: 2 OF 5 MIN, EMBED. SEE TABLE I, SHEET ! MIN. EDGE DIST. INSTALLATION ANCHOR SEE TABLE 1, SHEET I ~ SEE TABLE 1, SHEET i GeiYi V YI WINDOWS INSTALLATION ANCHOR SUBSTRATE SEE TABLE 1, SHEET I BY OTHERS 05 N. 1— ST., FO 61X 559, SUBSTRATE aocnv nouwt. va tool BY OTHERS MIN. EDGE DIST. MIN. EMBED. ni. sao-eea-s5a6 SEE TABLE I, SHEET 1 SEE TABLE 1, SHEET I F%. 54D-48t-8563 SILICONE CAULK SILICONE CAULK SEE NOTES 14 8 I5, .......... SEE NOTES 14 8 15, SHEET I aSHEETI m 5SHIM1/4' MAX, MAX. SHIM SPACE SHIM SPACE 3o 0 SEE GLAZING Z DETAILS SHEET 5 o 0 SEE GLAZING DETAILS SHEET 5 SEE GLAZING w J EXTERIOR INTERIOR DETAILS SHEET 5- Z r= w w J EXTERIOR INTERIOR w Z a Qrr O o j nz VERTICAL SECTION VERTICAL SECTION w w z w z o 3 HEAD 3 HEAD o s o BRICKMOULD FRAME - FIN INSTALLATION BEVELED FRAME - FRAME INSTALLATION 3 ii a SEE GLAZING I 1 J j z a u DETAILS SHEET 5 SEE GLAZING \ DETAILS SHEET 5 I u.i '" m N m Li i SEE GLAZING o- u zDETAILSSHEET5z£ I VERTICAL SECTION EXTERIOR i1 INTERIOR EXTERIOR 1 INTERIOR 3 METYPICALAIL i A 4EESF G'P,y y r5af' No 58201 • s err 1/4•MAX. 9'c STATE OF :T14Z SILICONE CAULK SHIM SPACE SHIM SPACE MIN. EDGE DIST. SEE 1, 1Qo'l, C OpjOP; SEE NOTES 14 8 1 q,' SHEI E TTABLE Asl' SILICONE CAULK__—y SEE NOTES 14 8 15, SHEET I MIN. IMBED, 12/ 19/2017 SEE TABLE 1, SHEET I LUCAS A. TURNER, P.E. SUBSTRATE SUBSTRATE FL Pf` 582O1 BY OTHERS BY OTHERS INSTALLATION ANCHOR TURNER ENGINEERING & SEE TABLE I, SHEET! CONSULTING, INC. COA # 29779) INSTALLATION ANCHOR 1239 JASARA AVE. SEE TABLE 1, SHEET 1 MIN EMBEDNORTH PORT, FL 34288 MIN. EDGE DIST. SEE TABLE 1, SHEET 1 SEE TABLE 1, SHEET ! PH. 947-38D-1574 DWG #: A') VERTICAL SECTION p VERTICAL SECTION P G W 1 g I FL I6103.1 BRICKMOULD FRAME- CUP INSTALLATION BEVELED FRAME J Z FIN INSTALLATION SHEET: OF 5 MIN. EMBED. SEE TABLE 1, SHEET 1 1/4' MAX. SHIM SPACE INTERIOR MIN. EDGE DIST. SEE TABLE I, SHEET I SEE GLAZING DETAILS SHEET 5 SUBSTRATE BY OTHERS INSTALLATION ANCHOR 1 t SEE TABLE 1, SHEET I EXTERIOR E HORIZONTAL SECTION SILICONE CAULK JAMB SEE NOTES 14 & 15, SHEET I A BRICKMOULD FRAME -FRAME INSTALLATION MIN. EMBED. SEE TABLE I. SHEET 1 y 1/4' MAX. SHIM SPACE MIN. EDGE DIST. 5/I6- MIN. INTERIOR SEE TABLE 1, SHEET I SEE GLAZING INSTALLATION ANCHOR DETAILS SHEET 5 SEE TABLE 1, SHEET I SUBSTRATE 1 BY OTHERS EXTERIOR SILICONE CAULK SEE NOTES 14 & 15, SHEET I HORIZONTAL SECTION 4 JAMB BEVELED FRAME - CLIP INSTALLATION FL 16103,1 1/4- MAX. MIN. EDGE DIST. SEE TABLE I, SHEET I Ply Gem - y- SHIM SPACE SUBSTRATE WINDOWS BY OTHERS INTERIOR INSTALLATION ANCHOR r.33 u. 1— s T. I eox ssc. RQL%1 MWNTA 21151 SEE TABLE 3, SHEET i MIN. EMBED PN: 5A0-191-63t rx. 5Ao-49Aa593 SEE TABLE 1, SHEET I 1 ym J J £ SEE GLAZING o DETAILS SHEET 5 z I{{ 3zoz ZP 1 EXTERIOR w J a SILICONE CAULK a N 2 - SEE NOTES 14 & I5, SHEET 1 za w po — m F HORIZONTAL SECTION oo O JAMB m o3 BRICKMOULD FRAME - FIN INSTALLATION n ww z o o r oLL1 JQio 0 n r o Q MIN. EMBED. 0 ZC U I/ 4' MAX. SEE TABLE I, SHEET I w "—' rco m fn Z m ` J Lo Q - SHIM SPACE rt Qo o; 3p x N Z SUBSTRATE 4NTERIOR BY OTHERS E INSTALLATION ANCHOR 9 il pL SEETABLE1, SHEET 1N. 5S101 1 STATE OF J MIN. EDGE DIST. ris NAUkpO*, SEETABLE1SHEETISEE GLAZING DETAILS SHEET 5 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. EXTERIOR SILICONE CAULK COA # 29779) SEE NOTES 14 & 15, SHEET i 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 HORIZONTAL SECTION DWG #: 4 JAMB P G 1N 18 I BEVELEDFRAME - FRAME INSTALLATION SHEET: / OF C 7/8' O.A- INSULATED ANNEALED GLASS UNIT EXTERIOR 112' MIN. TYP. INTERIOR GLASS BITE DOW 1199 SILICONE GLAZING DETAIL 1 FL 16103.1 13/16' O.A. NSULATED ANNEALED GLASS UNIT EXTERIOR 1 1 1 112" MIN. TYP. INTERIOR GLASS BITE COMPRESSION GLAZING TAPE GLAZING DETAIL 3 APPLICABLE TO FIXED LITE ONLY FOR SASH SEE GLAZING DETAIL I 7/8" O.A. INSULATED ANNEALED EXTERIOR GLASS UNIT 1 I 112' MiN, TYP, INTERIOR GLASS BITE Two -SIDED GLAZING TAPE GLAZING DETAIL 2 Ply Gew 433 M. MAIN ST.. PO BOX 559, ROCKY MOUNT. VA Z415! PM. 540-1B4-634$ fX. 540-481i4-6633 4 oio€10 o i ti No 58201 i STATE OF z:z 12/19/2017 LUCAS A. TURNER, P.E- FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA NNE. NORTH PORT, FL 34288 PH. 941-3BO-1574 DWG #: PGW18i SHEET: 5 OF 5 PLY GEM WINDOWS SERIES 1500 INTEGRAL MULLED WINDOW 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 3112 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 BE 114 INCH. SHIM WHERE SPACE OF I/i6 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER, 5, FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEER, AND SIDING. 7, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 8. 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 16103.2 NON -IMPACT) AS TESTED GENERAL NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (F8C), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/1.5.2/A440-05/08 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 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROI£CT OF INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. S. 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 6 FOR GLAZING DETAILS. OVERALL SIZE MAX. DESIGN PRESSURE UNIT TYPE MISSILE IMPACT RATING WIDTH HEIGHT 72-1/2' 60' 50/- 60 PSF TWIN NON -IMPACT 80-1/2, 71-15116' 50/- 50 PSF 84-I/4" 77-1/8" 40/- 40 PSF 109' 60, 451- 65 PSF TRIPLE109-1/16" 74-1/16" 25/- 35 PSF 124-I/i6' 1 77-1/I6' r +457- 45 PSF NOTE: SEE SHEET 2 FOR ALL QUALIFIED CONHUUHA 11UNvJ TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION S GENERAL NOTES 2 ELEVATIONS 3 ANCHOR SCHEDULE L VERTICAL SECTIONS 5 HORIZONTAL SECTIONS 6 1 COMPONENTS, BILL OF MATERIALS, a GLAZING DETAILS f! Piy Gem- WINDOWS 133 N. MAIN ST.. PO SOK S59 ROCKY MOUNT, VA 21t51 P£S: 5L`J-L8L-63L8 FX: 510-151-6683 wh- OP 4 0N IT N . ? Iii Q LSl Q m Z 'L J (AQF- C, n U Z o n wF0w1-- 0Q PGW198 SHEET: 1 OF 6 f" Ply Gema 433 N. MAIN ST.. PO BOX 559 ROCKY MOtXT, VA 24151 PN. 540-484-634a FX. 540-464-6613 ill UNIT MAX. UNIT MAX. Q o 0 WIDTH 1211L WIDTH 84L' 3 clO m D.L.O MAX. D.L.O MAX. z - WIDTH 3 38* WIDTH 374'— 4 L I 4 4 D Z f Q J ne N a Y X/// l! ZO G FG H W a 5 5 5 Z w o E F £ G F C5 w Zo UNIT MAX. 5 5 D.L.O. MAX. UNIT MAX. 5 5 5 u N a HEIGHT HEIGHT HEIGHT w w o 77i' 3 771' D.L.O. MAX. .0. 0 w ib 722 8 HEIGHT r- a 722" a Z a n k kQ (nQ7VZN A D D L L 4 TYPICAL ELEVATION TYPICAL ELEVATION TRIPLE UNIT TWIN UNIT NOTE: w SEE SHEET 3 FOR ANCHOR LAYOUTS 8 F- SCHEDULE OF ALL QUALIFIED UNIT SIZE ui AND DESIGN PRESSURE COMBINATIONS. F- 0Q DWG #: PGW198 FL 16103.2 SHEET: 2 OF 6 H N,r. 5 5 SERIES l5003NTEGRAL MULLED WINDOW UNiT QUALIFIED TYPE CONFIGURATIONS TWIN UNITS 00 TRIPLE UNITS 000 I.'. Ply Gem$ 4' FROM 8' O.C., CORNER, TYP. TYP. INSTALLATION ANCHOR, TYP. 5Z'FROM 3 CORNER, TYP. 6', TYP.--j MIDSPAN, T P L3 ROCKY MOT VAaox5sa 5 S4' FROM H. St0- 48L-5348 F%: 510- L34-66D3 CORNER, TYP. w r Oo N O i Z INSTALLATION w MIDSPAN, ANCHOR, TYP. TYP, D 0 Z 0 8' O. C.. TYP. G u U O f sn18TYOP Zz o a O Z 4' FROMCORNEROTYP. 0 CORNER, TYP. INSTALLATION F TYPICAL ELEVATION TYPICAL ELEVATION ANCHOR AT CLIP, TYP. w w 0 FIN INSTALLATION FRAME INSTALLATION F 121-1/ 16' x 77-1/I6' UNIT 81-1/4' x 77-1/8' UNIT Qp J h rO Z 4Lv r m r6'FROMmI- ZCORNER, TYP. o , g o n D. D. 6' O. C., TYP. N u1 F- A6" FROM I S8" O.C.,- i. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED, SPACING IS QUALIFIED CORNER, TYP.-"I TYP. FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. INSTALLATION ANCHOR AT CLIP, TYP. 2. FOR FRAME INSTALLATION ANCHOR CLIPS ARE REQUIRED AT THE SILL SPACED AS SHOWN IN CHART. TYPICAL ELEVATION 3, ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING, TYPE, ETC, ADHERES TO REQUIREMENTS CLIP INSTALLATION DWG #: LAID OUTINTHISDOCUMENT (I.E. FRAME INSTALL AT HEAD 8. JAMBS, FIN INSTALL AT SILL) 84-1/4' x 77-1/8' UNIT PGWi98 SHEET: 3 OF 6 FL 16103.2 D. D. D. SERIES i300 INTEGRAL MULLED WINDOW -ANCHOR SCHEDULE UNIT SIZE UNIT TYPE DESIGN PRESSURE INSTALLATION TYPE d ANCHOR SPACING WIDTH HEIGHT FIN FRAME CLIP HEAD JAMB SILL HEAD JAMB SILL HEAD JAMB SILL 72 1/ 2" 60" TWIN 50/- 60 PSF 8.00" 8.00" 8.00" MIDSPAN MIDSPAN i8A0'` 18.00' i6.00" I8.00' 801/2" 7115/16" 50/-50PSF 00" 8.00" 00" MIDSPAN MIDSPAN 18.00'0 18.00' I6.00" 18.00" 84 1/ 4" 77 I/8° 40/-40 PSF 8.00" 00" 8.00" MIDSPAN MIDSPAN 18.00'' 18.00' i6.00" 18.00' 109" 60" TRIPLE 45/- 65 PSF 00" 00° 8.00" MIDSPAN MIDSPAN 38.00'' 18.00' 16.00" 18A0' 109 1116" 74 1/i6" 25/-35 PSF 8.00" 8.00" 8.00" MIDSPAN MIDSPAN 18.00' i8.00' 16.00" 18.00' 121 1116" 77 1/i6" 45/-45 PSF 8.00" 00" 8.00" MIDSPAN MIDSPAN 18.00' 18.00' 16.00" I8.00' CONCRETE/ MASONRY I I/2' MIN BY OTHERS EMBEDMENT CAULK BETWEEN #8 WOOD SCREW CONCRETE/ MASONRY 8 2X A' INSTALLATION ANCHOR WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS " SILICONE SEALANT " BY OTHERS I O.A. UNIT HEIGHT EXTERIOR SEE GLAZING DETAILS SHEET 6 INTERIOR VERTICAL SECTION 4 HEAD -STEEL STUD BRICKMOULD FRAME - FIN INSTALLATION 311' MIN. EDGE DISTANCE 1/4' MAX. SHIM SPACE CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS ZX WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS SILICONE SEALANT BY OTHERS 3/4' MIN. EDGE DISTANCE a 8 WOOD SCREW INSTALLATION ANCHOR 1 1/2' MIN. EMBEDMENT L1/4' MAX. SHIM SPACE O.A. UNIT J\ HEIGHT SEE GLAZING DETAILS SHEET 6 EXTERIOR INTERIOR C VERTICAL SECTION HEAD - STEEL STUD BEVELED FRAME - FRAME INSTALLATION SEE GLAZING SEE GLAZING DETAILS SHEET 6 DETAILS SHEET 6 EXTERIOR INTERIOR EXTERIOR INTERIOR UNIT O.A. HEIGHT 3 UNIT 3 HEIGHT 20 1 {r 5 MAX. Z i•-J SHIM SPACESHIM SILICONE SEALANT BY OTHERS i 1/2' MIN. EXTERIOR FINISH EMBEDMENT BY OTHERS 2X WOOD BUCK BY OTHERS' CAULK BETWEEN a 8 WOOD SCREW ICRETE/ MASONRY 8 2X INSTALLATION ANCHOR WOOD BUCK BY OTHERS 3/4' MIN CONCRETE/ MASONRY EDGE DISTANCE BY OTHERS p VERTICAL SECTION KATSCKMOULDSILL - MASONRY/CONCRETE FL 16103.2 RI FRAME - CLIP INSTALLATION 1/4' MAX. SHIM SPACE 8 3/4' MIN, EDGE DISTANCE SILICONE SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN ICONCRETE/ MASONRY & 2X 1/2' MIN." WOOD BUCK BY OTHERS EMBEDMENT 8 WOOD SCREW CONCRETE/ MASONRY INSTALLATION ANCHOR BY OTHERS p VERTICAL SECTION SILL - STEEL STUD BEVELED FRAME - FIN INSTALLATION Ply Gem* WINDOWS 433 N. MA ST.. PO BOX 559 R0..KY MOUNT VA 24151 X5-LOL 630EP%: 510L0 L8L-6603 0WF- j) LUF- cnQ DWG #: PGW198 SHEET: 4 OF G 1 1/2' MIN, EMBEDMENT 8 WOOD SCREW 114' MAX. INSTALLATION ANCHOR SHIM SPACE INTERIOR 3/4' MIN, EDGE DISTANCE .° SEE GLAZING DETAILS SHEET 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH EXTERIOR BY OTHERS I 0. A. SILICONE SEALANT UNIT BY OTHERS WIDTH HORIZONTAL SECTION JAMB - MASONRY/CONCRETE BRICKMOULD FRAME - FRAME INSTALLATION 1 1/2' MIN. 8 WOOD SCREW EMBEDMENT INSTALLATION ANCHOR I 1/4' MAX. 1 SHIM SPACE 3/4' MIN,- EDGE DISTANCE 7 iv CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN ." CONCRETE/ MASONRY 8 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS v EXTERIOR FINISH ~ INTERIOR ME SEE GLAZING DETAILS SHEET 6 BY OTHERS SEE GLAZING EXTERIOR DETAILS SHEET 6 SILICONE SEALANT 2 0, A. BY OTHERS UNIT WIDTH HORIZONTAL SECTION JAMB - MASONRY/CONCRETE FL I6IO3.Z BEVELED FRAME- CLIP INSTALLATION 8 WOOD SCREW INSTALLATION ANCHOR 3/4' EDGE CONCRETE/ MASONRY DISTANCE BY OTHERS INTERIOR CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS SEE GLAZING DETAILS SHEET 6 1 1/2' MIN, v EMBEDMENT t s v 2X WOOD BUCK BY OTHERS EXTERIOR FINISH f BY OTHERS EXTERIOR SILICONE SEALANT I BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 5 JAMB - STEEL STUD BRICKMOULD FRAME - FIN INSTALLATION HORIZONTAL SECTION INTEGRAL MULLION TYPICAL GLAZING AILS SHEET 6 r' Ply Gem - WINDOWS 433 M. MAIN ST., PO BOX SS> SOCK' MOv T. YA 21151 Pti. 54C-184, 3 IIc5III I 0 LOHV) LOhco QWG #: PGW198 HEFT: 5 OF 6 BILL OF MATERIALS ITEM NO. PART NO. DESCRIPTION MATERIAL MANUFACTURER/NOTES l BRICKMOULD FRAME PVC PLY GEM WINDOWS 2 BEVELED FRAME PVC PLY GEM WINDOWS 3 GLAZING BEAD PVC PLY GEM WINDOWS 4 FRAME COVER PVC PLY GEM WINDOWS 5 BRICKMOULD ANCHOR CLIP PVC PLY GEM WINDOWS 6 BEVELED ANCHOR CLIP PVC PLY GEM WINDOWS 7 BRICKMOULD SILL PVC PLY GEM WINDOWS 8 BEVELED SILL PVC PLY GEM WINDOWS 9 INTEGRAL MULLION PVC PLY GEM WINDOWS 10 MULLION REINFORCEMENT STEEL PLY GEM WINDOWS II FIXED SILL PVC PLY GEM WINDOWS BRICKMOULD FRAME PVC 3.53' 3.b87' O.Ob TYP.. z1 GLAZING BEAD PVC 0.721 O BRICKMOULD ANCHOR CLIP O PVC ANCHOR CLIP PVC KMOULD SILL BEVELED SILL 3J35' 3.53'—+-I 3.402'— 0,282* 3 0,065' 0.282' T .06 3.435' 3.56' E O.ObS' 0.065' TYP, TYP. NOTE USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS MULLION REINFORCEMENT FIXED SILL APPROVAL TO THE SIZES AND 0 STEEL I PVC PERFORMANCE LIMITS LISTED HEREIN. FL 16103.2 OBEVELED FRAME aYPI Gem, PVC WINDOWS 3.402' -- 433 N. MAN ST., PO SOX $59 ROCAY 10t 7. - 21I51 PN. SLO-48L-b}L8 f%. 3.8!2' 5LO-484-6683 wha0 N 0.045' TYP, o zo m J FRAME COVER1' PVC z w a J ^ 2 1 Q 4 a w 4 0.068' Z Nw L, O r INTEGRAL MULLION9 0 m r PVC w r Z.LL w o wz a 3.402' i wJ u Oz a N HQ1 Ym aZ7 m T J N Q Z v> o v 5. i 24' +--1 O.A. LB' O.A. INSULATED INSULATED ANNEALED j}... ANNEALED F-- 0.064' — GLASS UNIT j GLASS UNIT 0 EXTERIOR/ \ EXTERIOR/ — \ I.852' 0.06' R l Q11 1/2' MIN. TYP. INTERIOR 1/2' MIN. TYP. / fNTERIORGLASSBITEGLASSBITE DOW 995 COMPRESSION SILICONE GLAZING DETAIL 1 GLAZING TAPE GLAZING DETAIL 2 FOR USE IN ANY LITE FIXED OR SASH) FOR USE IN SINGLE HUNG FIXED LITES ONLY PGW198 SHEET: 6 OF 6 4'{ ?; 4 a i '& b t x 4 . {t d`x`.}.. {1a 4 }. } {. .k 7 yx.6' ?".q {,^-• y{( t7i #y.i eyi y1Y}Iy /yy{y}'^i id g?yyQ`"'tp^iryt 4+ 4 ti yyy. satl`%t r 00r,#` I I M/ YYY \/ l " Y Y .t '¢ 39* % f . x t} 4. T f M1d A l I s ty 4+, ta, :ar••$ %!'3v$xi",.<, ':F;{ttt?,<;C"a; ulA}5:#Sxa`p 7.aE Florida product Approval USER: Public Userr product Appjgy l Menu > Product or ApWi ,a[ion Search > Application List Refine Seareh Search Criteria 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 Impact Resistant ALL Design Pressure ALL Other ALL Search Results rE116104-RA History A lications Typg Revision Marlufactg er Ply Gem Windows Category: Windows Subcategory: Fixed Validated 6_y. National Accreditation & Management Institute 804) 684-5124 Approved K. rnmmicdnn if necessary. APPravea DY uorn. mVP-"u r . ..- ._..__ -.__ .... ConUs :: ?60 Blair Stone Road, Tallahassee FL 32394 Phane 850-487_ 824 The State of Florida is an AA/EEO employer._yrigh-07-2013 Statq of Flgrida :: Priva y Statement :: A ssibi i Statement :: RefundStat me,n[ 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 mailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be pea available hleailleto the public. To determine if you are a licensee under Chapter 455, F.S., leas Product Approval Accepts: G9 Credit Gard Safe 1( 1 https:// floridabuilding.org/pr/pr_app_Ist.aspx 2/14/2018 Florida Building Code Online if iban" w W" wA"s da Product ApprovalbrUSER: Public User Product ggproval i& Uonh > > Application DetailU > Produa or Appj 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 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/l.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/l.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=wGEVXQwtDqvyf4ngAXh1OwfM1aS%2bmis69%2bu%2b9HkgEWvjtUo114FU`/a2fw`/`3d`/`3d 1/3 2/14/2018 Florida Building Code Online Date Validated 12/21/2017 Date Pending FBC Approval Date Approved 12/27/2017 Summary of Products FL # Model, Number or Name Description Ply Gem 1500 Fixed Window, Non -Impact (Alt. Substrates) 16104.1 Certification Agency Certificate Limits of Use Approved for use in HVHZ: No F 1 4_f34_(; , _Nl011337.02-R2.pdf Approved for use outside HVHZ: Yes FL16104_P4_C—CPS_N1011337.03-R1.pp f L r104_R..4—C— _NI011337-Rl.rdf Impact Resistant: No Quality Assurance Contract Expiration DateDesignPressure: N/A Other: Refer to installation detail for sizes, configurations and 11/30/2022 Installation Instructions ratings. FLL 104_R4_II_PGW177-B.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FLl 1 4_R4_AE EvalReport-PGW177-B.pdf Created by Independent Third Party: Yes Fixed Window, Non -Impact (As Tested) lli5104.2 Ply Gem 1500 Certification Agency Certificate Limits of Use Approved for use in HVHZ: No FIj§.b04_R4_C_("A_NI011337 02-R2 pdf 37 03-R1 O-f Approved for use outside HVHZ: Yes FL16104-94_C—CAC—N.411 FL16104—Q4_C;_Q&C_NI0113 7-R1 WImpactResistant: No Quality Assurance Contract Expiration DateDesignPressure: N/A Other: Refer to installation detail for sizes, configurations and 11/30/2022 Installation Instructions ratings. FLl 104_R4_II_PGW 178 AS TESTED pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Fixed Window, Impact (Alt. Substrates) 16104.3 Ply Gem 1500 Certification Agency Certificate Limits of Use Approved for use in HVHZ: No NI0 i 3jdfF..61-Q.4_.F 4_C_A._ 7.n4-R2. Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes 11/30/2022 Impact Resistant: Yes Installation Instructions Design Pressure: N/A Other: Refer to installation detail for sizes, configurations and FL161 4_R4_II_EgW1796 pdf Verified By: National Accreditation & Management Institute ratings. Created by Independent Third Party: Evaluation Reports FL16104_ g4_AE_ va eport-PGW-B.Pdf Created by Independent Third Party: Yes 16104. 4 Ply Gem 1500 Fixed Window, Impact (As Tested) Certification Agency Certificate Limits of Use Approved for use in HVHZ: No FL164_34_C_CAC_NI011337.04 92.p51_f Quality Assurance Contract Expiration Date ApprovedforuseoutsideHVHZ: Yes 11/30/2022 ImpactResistant: Yes Installation Instructions DesignPressure: N/A Other: Refer to installation detail for sizes, configurations and F 1 4_R4_U_P W1 08 ASTESTEDpdfVerified By: National Accreditation & Management Institute ratings. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Flack Next Contact, Us :: 2601 Blair Stang Road, Tallahassee F4 32 99 Phone 850-487-1824 The State of Florida is an AA/EEO employer. .gipyright 2007 2013 State of br' a :: riva Statement :: AccessibilityStatement :: 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 tothisentity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. Theemailsprovidedmaybeusedforofficialcommunicationwiththelicensee. 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 me pe clickavailableheretothe public. To determine if you are a licensee under Chapter 455, F.S leas Product Approval Accepts: httos://floridabuilding. org/pr/pr_app—dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlowfMlaS%2bmis69%2bu%2b9HkgEWvjtUoll4FU%2fw%3d°/`3d 2/3 2/14/2018 Florida Building Code Online Credit Safe Securitv'ntr:rmc https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10wfMlaS%2bmis69%2bu%2b9HkgEWvjtUol14FU%2fw%3d%3d 3/3 PLY GEM WINDOWS SERIES 1 500 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 DO 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 I/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. IL 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 110-15589/90/92/95-1 13. DESIGNATION "0" 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 L9-118' 96' ANNEALED IL-1f2' 55/- 55 PSF NON -IMPACT72' 96' TEMPERED 12' 1401- 45 PSF t20-tJib' S6' TEMPERED 13-1/2' 451- 50 PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 8 GENERAL NOTES 2 ELEVATIONS 3 ANCHOR SCHEDULE 4 VERTICAL SECTIONS 8 GLAZING DETAIL 5 HORIZONTAL SECTIONS TABLE I; INSTALLATION FASTENERS TABLE Lucas TumeF 2017-12-20 03:37,19:00 IO SUBSTRATE TYPE ANCHOR TYPE I MIN. EMBED. MIN EDGEDISTANCE FIN INSTALLATION A 2X MIN. SPRUCE -PINE -FIR WOOD 8 WOOD SCREW 1-1/2" 7/16" G=0.42) 16 GAUGE (0.060') STEEL 36 KSI MIN. 1 *10-16 SELF -DRILLING SCREW IFULL, PLUS 3BOR1/8' ALUM. 6063-T5 MIN. TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. 7/16 FRAME OR CLIP INSTALLATION C CONCRETE (2 KSI MIN.) 3/16' ITW TAPCON 1-112" 1-1/8' D HOLLOW OR GROUT -FILLED CMU 3/16' ITW TAPCON 1' 2" 07 PCF MIND E 2X MIN. SOUTHERN PINE WOODG=0.55) 3/16' ITW TAPCON 1-3/8, 7/8' F 2X MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-3/8' 7/8' G=0.55) G Ib GAUGE (0.060") STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL, PLUS 3 I/2" OR I/$° ALUM. 6063-T5 MIN. TEKS/DRIL-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. f.: Ply Gem, WINDOWS 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT. VA 24151 PH, 540-484-6 3L8 FX: 5LO-484-6583 r 0 o Ao O ti z E a z o o zz_ a p a u w a z ucs ar l ZOnuri w r w Q o z w p w o r p ui a 1 7r oz a m w m a ko Ij Z fl Ip NSF '•*Z''' N- 58201 y90 STATE Of :W' z2 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING 3c CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34238 PH. 944-380-1574 PGW177 7T: I OF 4 L- UNIT MAX. WIDTH SEE SIZE CHART, SHEET I TYPICAL ELEVATION MAX. 0. C. , 6' FROM }---.-j---SEE CHART CORNER,TYP. l l SHEET] INSTALLATION ANCHOR, TYP. 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. FL 16104.1 6' FROM CORNER, TYP. MAX. O.C., L SEE CHART, SHEET I 4" FROM CORNER. TYP 6' FROM CORNER, TYP. 11 0. ANCHOR LAYOUT FIN INSTALLATION MAX. O.C., SEE CHART, ISHEETI No ANCHOR LAYOUT CLIP INSTALLATION 4' FROM CORNER, TYP. 8-vr D.C., TYP. f. r* Ply Gem, WINDOWS 433 N. MAIN S7., PO BOX 559, ROCKY MOUNT. VA ZL151 I'll, 540-48l -63L8 FX'. IC, of M 3 T. zo _ 1Z z m ra o INSTALLATION 3 scr_ ANCHOR. TYP, w w w a w tx i p Z a r o m w Ls o w r wui w w F O ff p z w 0 x w w a 6" FROM CORNER, TYP. - Q m z j r w uZ S_ MAX. O.C., y1- SEE CHART, N. 58401 ' SHEET I 16rG v; :2t 9; STATE OF :+u INSTALLATION ANCHOR AT CLIP, TYP. 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NOTE NORTH PORT, FL 34288 USE OF EITHER BRICKMOULD OR BEVELED PH. 941-380-1574 FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND DWG #: PERFORMANCE LIMITS LISTED HEREIN. P G CAI ( 7 SHEET: 2 OF 4 SUBSTRATE BY OTHERS PERIMETER{ SILICONE CAULK SEE NOTES 14 8 15, SHEET I MIN. EMBED. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE 1, SHEET I 1/4' MAX. SHIM SPACE i SEE GLAZING DETAIL SHEET 4 EXTERIOR INTERIOR VERTICAL SECTION HEAD BRICKMOULD FRAME - FIN INSTALLATION Y SEE GLAZING DETAIL SHEET 4 EXTERIOR INTERIOR PERIMETER SILICONE CAULK SEE NOTES 14 8 15, - SHEET I ..'..'.'.'.'.'.'.'. SUBSTRATE BY OTHERS INSTALLATION ANCHOR MIN. EDGE DIST. SEE TABLE I, SHEET I MIN, EDGE DIST. SEE TABLE 1, SHEET I PERIMETER SILICONE CAULK SEE NOTES 14 8 15, SHEET I 7/8' O.A. INSULATED GLASS UNIT TEMPERED OR li ANNEALED GLASS, EXTERIOR SEE SHEET I) 1 a 112' MIN. TYP. INTERIOR GLASS BITE _ DOW 1199 SILICONE GLAZING DETAIL NOTE: SEE SHEET I FOR REQUIRED GLASS TYPE BASED ON UNIT SIZE. 5I16` MIN. 4' MAX. F. r SHIM SPACE MIN. EMBED. SEE TABLE I, SHEET I SEE TABLE !, r- L MIN, EDGE DIST. SHEET I SEE TABLE I, SHEET I iA VERTICAL SECTION SILL 16104.1 3 BRICKMOULD FRAME -CUP INSTALLATION TALLATION ANCHOR TABLE 1, SHEET I SUBSTRATE BY OTHERS MIN. EMBED. SEE TABLE 1, SHEET I L 1/4' MAX. SHIM SPACE Fri, 1 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 1/4' MAX. SHIM SPACE PERIMETER SILICONE CAULK . . . > i SEE NOTES 14 & 15, SHEET Iilir MIN. EDGE DIST SUBSTRATE SEE TABLE I, BY OTHERS SHEETI INSTALLATION ANCHOR SEE TABLE I, SHEET I MIN. EMBED. SEE TABLE 1, SHEET i D VERTICAL SECTION 3 SILL BEVELED FRAME- FIN INSTALLATION Ply Gem- 1 433 N. MAIN ST.. PO BOX 559 ROCKY MOUNT, VA 2L151 PH: 540-LBL-6348 FX. 5LO-48L-6683 o n Po r cn = r 0 uz a co m Q N h I32Fo X n m u a a Z m - o O z o0 o w u w O w z o z X w o wN F oo w a i_ z W Q N Z 4 Y Q z 0 CREW No 58201 ' S10 9= 0: STATE OF :kilv z z 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 AF: PGW177 ET: Z OF 4 MIN. EMBED. MIN. EDGE DIST. SEE TABLE 1. SHEET 1 1/4' MAX. SEE TABLE 1, SHEET I Ply Gem y 1/4' MAX. SHIM SPACE SSt' SUBSTRATE f' J WINDOWS SHIM SPACE BY OTHERS INTERIOR INTERIOR INSTALLATION ANCHOR 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT. VA 2L151 SEE TABLE 1, SHEET I MIN. EDGE DIST. i PH: 540-484-6348 SEE TABLE i, SHEET I FX: 54,6-L8L-6683 SEE GLAZING SEE GLAZING o ` DETAIL SHEET 4 DETAIL SHEET 4 w MIN. EMBED. a 0 o SUBSTRATE SEE TABLE 1, SHEET I M o BY OTHERS m J J 1 i INSTALLATION ANCHOR SEE TABLE 1, SHEET I o o EXTERIOR EXTERIOR 0 zw g n o U PERIMETER SILICONE CAULK X z a SEE NOTES I4 8 15, SHEET 1 LL H z u amPERIMETERSILICONECAULK SEE NOTES 14 & 15, SHEET I E HORIZONTAL SECTION HORIZONTAL SECTION 00 I JAMB 4 JAMB z N rw- BRICKMOULD FRAME - FRAME INSTALLATION BRICKMOULD FRAME - FIN INSTALLATION Nw w x o z w o MIN. EMBED. an Q SEE TABLE 1, SHEET I MIN. EMBED. f-- z G SEE TABLE 1, SHEET I 1 I/4' MAX. SHIM SPACE 1/4' MAX. m G m n J SHIM SPACE Qo ^! z = u z SUBSTRATE p U MIN. EDGE DIST. BY 1 RS SEE TABLE I, SHEET i IN INTERIOR INTERIOR INSTALLLATION ANCHOR ys4fES'T A++-+ F-••' SEE TABLE 1, SHEET I No 58201 -P SEE GLAZING SEE GLAZING SUBSTRATE DETAIL SHEET 4 DETAIL SHEET 4 9•: STATE OF :tUz p •• BY OTHERS MIN. EDGE DIST. A"gs' OR1flP'4#, SEE TABLE 1, SHEET i ry INSTALLATION ANCHOR 12/19/2017 SEE TABLE 1, SHEET I LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. EXTERIOR EXTERIOR COA # 29779) PERIMETER SILICONE CAULK 1239 JABARA AVE. PERIMETER SILICONE CAULK SEE NOTES 14 8 15, SHEET I NORTH PORT, FL 3 4288 PH. 941-380-1574 SEE NOTES 14 8 15, SHEET I HORIZONTAL SECTION HORIZONTAL SECTIONH DWG n: JAMB JAMB P G W 17 7BEVELEDFRAME -CUP INSTALLATION BEVELED FRAME -FRAME INSTALLATION FL 16104.1 SHEET: 4 OF 4 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. INS TALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF I/2 INCH (I.E., WITHOUT CONSIDERATION OF TOLERANCES), TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SH:M AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHlM(S). 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 #8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE, 6, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MKJST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, B. INSTALLATION ANCHORS SHALL BE 3NSTALLED 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: I. 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 ZX 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 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4, THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITION'S 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 NON-HVHZ 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 48-I/8° 96' ANNEALED 55/- 55 PSF NON -IMPACT72' 96' TEMPERED 40/- 45 PSF 120-1/16' 56' TEMPERED 45/- 50 PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION & GENERAL NOTES 2 ELEVATIONS 3 ANCHOR LAYOUTS 4 VERTICAL SECTIONS & GLAZING DETAIL S HORIZONTAL SECTIONS f.4 P1yGem-1WINDOWS 433 N. MAIN ST., PO BOX 559 ROCKY MOUNT, VA 24151 PH: 540-484-6348 X- 540--.84-6683 W U P o 0 1IIallzl CDWr LUwr U74 PGW178 SHEET: I OF C Ply Gem- WINDOWS 433 N. MAIN ST- PO SOX 559 ROCKY MOUNT, VA 2415i PH:540-484-6546 FX: 540-484-6663 Lur P o q o 0 UNIT MAX. WIDTH 72' o m J i D.L.O MAX. J UNIT MAX. WIDTH 671' WIDTH 12 I6' 8 C D.L.O MAX. 4 4 O WIDTH J151b Zo a N 8 C tiJ LL Q tJ UNIT MAX. HEIGHT 61 o PF 96'F wo D.L.O. MAX. UNIT MAX. E <n !+ HEIGHT HEIGHT 5 .0. S 5 0 56' 5i2' a D.L.O. MAX. J HEIGHT - - o a PH/H Z 912 tiia m q m sn taZ = u oZ o AD4 4 TYPICAL ELEVATION 120-1/ 16' x 56' UNIT A D 4 4 TYPICAL ELEVATION 72' x 96' UNIT fl N Q DWG #: PGW178 SHEET: OF C FLiblOb.22J 54- FROM CORNER, TYP. i 21' 0 TYP. I W) T(H)( W) l (H) FL 16104.2 4' FROM r 7' 0.0 CORNER, TYP. TYP. 8' O.C., TYP. ANCHOR LAYOUT FRAME INSTALLATION 120-11i6' 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, ANCHOR LAYOUT FIN INSTALLATION 120-1/16' x 56' UNIT 54' FROM CORNER. TYP. 4' FROM CORNER, TYP. 7' O.C., TYP. IW WINDOWS k Ply Gem* 433 N. MAW ST., PO BOX 559 ROCKY MOUNT, VA 24151 PH: SLO-484-6349 FX: 540-484-6683 P o C o 0 INSTALLATION ANCHOR, TYP. 0 z N O z N LU c x_ 0 W W O o_ U n a O z r IS' O.C., 6' FROM TYP. LL, w LU O r E 0CORNER. TYP. f 0 oW w T r ra o e 0. 16'0.C.. r z NWrco oi" m a Z Tm Y u a Nz tNr i TYP. INSTALLATION ANCHOR, TYP. 6' FROM CORNER,TYP.— i -- ANCHOR LAYOUT CLIP INSTALLATION INSTALLATION ANCHOR AT CLIP, TYP. 120-1/16' x 56' UNIT SERIES I500 FIXED WINDOW - ANCHOR SCHEDULE UNIT SIZE DESIGN PRESSURE INSTALLATION TYPE 8 ANCHOR SPACING WIDTH HEIGHT FIN FRAME CLIP HEAD JAMB SILL HEAD JAMB SILL HEAD JAMB SILL 48-1/8' 96' 55 PSF 7.00' 7.00' 7.00' 18.00' 21.00' NONE 18.00- 16.00" 18.00- 72' 96' 40 / -45 PSF 7.00' 7.00' 7.00- 18.00. 21.00" 18.00' 18.00' 16.00' 18.00" 120-1/16' 56' 45 /-50 PSF 7.00" 7.00' 7.00' 18.00' 21.00' 18.00' 18.00' ib.00' I8.00' 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 48-1/8' 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 8 JAMBS. FIN INSTALL AT SILL) 4, SEE SHEET I FOR REQUIRED GLASS TYPE PER UNIT SIZE. to h InQ PGW178 ET: Z OF 5 CONCRETE/ MASONRY BY OTHERS 1112' MIN, EMBEDMENT CAULK BETWEEN 8 WOOD SCREW CONCRETE/ MASONRY 8 2X INSTALLATION ANCHOR WOOD BUCK BY OTHERS a, 2X WOOD BUCK — BY OTHERS 3/4' MIN. EXTERIOR FINISH EDGE DISTANCE BY OTHERS SILICONE SEALANT BY OTHERS 1/4' MAX. SHIM SPACE D.A. 1 UNIT 1 HEIGHT SEE GLAZING DETAIL SHEET 4 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS SILICONE SEALANT BY OTHERS EXTERIOR INTERIOR 7/8' O.A. INSULATED GLASS UNIT TEMPERED OR g VERTICAL SECTION_ 4 HEAD - 2X WOOD BUCK BRICXMOULD FRAME - FIN INSTALLATION SEE GLAZING DETAIL SHEET 4 EXTERIOR — INTERIOR O.A. / UNIT / HEIGHT j 1 EXTERIOR ANNEALED GLASS) 1/2' MIN. TYP. J INTERIOR GLASS BITE / DOW 995 SILICONE GLAZING DETAIL NOTE: SEE SHEET I FOR REQUIRED GLASS TYPE BASED ON UNIT SIZE, 1/4' MAX. SHIM SPACE SILICONE SEALANT------- BY OTHERS.. 2' MIN. EXTERIOR FINISH EMBEDMENT BY OTHERS 2X WOOD BUCK ---- BY OTHERS CAULK BETWEEN te0. a. CONCRETE/ MASONRY B 2X 4 •' #8 WOOD SCREW WOOD BUCK BY OTHERS 3/4' MIN. INSTALLATION ANCHOR CONCRETE/ MASONRY, EDGE DISTANCE BY OTHERS VERTICAL SECTION FL 16104.2 4 SILL-2X WOOD BUCK BRICKMOULD FRAME - CLIP INSTALLATION 3/4' MIN. EDGE DISTANCE D.A. 1 UNIT HEIGHT , SEE GLAZING DETAIL SHEET 4 EXTERIOR INTERIOR C VERTICAL SECTION HEAD - 2X WOOD BUCK BEVELED FRAME - FRAME INSTALLATION EXTERIOR O.A. / UNIT HEIGHT SEE GLAZING DETAIL SHEET 4 INTERIOR 1 1 SILICONE SEALANT BY OTHERS."' EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN 1 CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS 1/2• MIN CONCRETE/ MASONRY EMBEDMENT BY OTHERS p VERTICAL SECTION 4 SILL - 2X WOOD BUCK BEVELED FRAME - FIN INSTALLATION 8 WOOD SCREW INSTALLATION ANCHOR 1 1/2' MIN. r EMBEDMENT Ply Gem- 433 N. MAIN ST., PO 80X 55' ROCKY MOUNT, VA 1015i PH, 540-484-63L8 FX: 540-L84-6683 1 kkd 11 1/4' MAX. SHIM SPACE J o oz m VJ SFJ g a o ; z Z m O z z o o N xx w y U o a Z n o Z rGnO wa o o w rq 1/4' MAX. SHIM SPACE 3/4' MIN. EDGE D1ST 8 WOOD SCREW INSTALLATION ANCHOR Iw1' Q LB J N 40 N 2 7 = U Z DWG #: PGW178 SHEET: 4 OF C 1 112' MIN. EMBEDMENT 8 WOOD SCREW 1/4' MAX. INSTALLATION ANCHOR SHIM SPACE INTERIOR 314' MIN, . EDGE DISTANCE SEE GLAZING SEE GLAZING DETAIL SHEET 4 DETAIL SHEET 4 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN l CONCRETE/MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH EXTERIOR BY OTHERS O.A. SILICONE SEALANT UNIT BY OTHERS WIDTH HORIZONTAL SECTION JAMB - 2X WOOD BUCK BRICKMOULD FRAME - FRAME INSTALLATION 1 112' MIN, 8 WOOD SCREW EMBEDMENT INSTALLATION ANCHOR L,.. I/L' MAX. I 1 SHIM SPACE 3/4' MIN, EDGE DISTANCE INTERIOR O j SEE GLAZING CONCRETE/ MASONRY DETAIL SHEET 4 BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK' BY OTHERS EXTERIOR FINISH BY OTHERS EXTERIOR SILICONE SEALANT 2 O.A. BY OTHERS UNIT WIDTH G HORIZONTAL SECTION ILIOD SUCK FL 16104. 2 BEVELED FRAME CLIP INSTALLATION EDGE DISTANCE EDGE 1/4' MAX. SHIM SPACE INTERIOR EXTERIOR 0, A. UNIT WIDTH 4T) HORIZONTAL SECTION 1,5 JAMB - 2X WOOD BUCK BRICKMOULD FRAME - FIN INSTALLATION 1 112' MIN. EMBEDMENT 8 WOOD SCREW INSTALLATiON ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS 1 1/ 2' MIN. EMBEDMENT t 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS SILICONE SEALANT BY OTHERS 8 WOOD SCREW 1/4' MAX. !NSTALLATiON ANCHOR SHIM SPACE CONCRETE/ MASONRY BY OTHERS INTERIOR CAULK BETWEEN CONCRETE/ MASONRY & 2X 4 WOOD BUCK BY OTHERS 2Y OTHERS WOOD BUCK B SEE GLAZING DETAIL SHEET 4 c 3/ 4' MIN, EDGE DISTANCE EXTERIOR FINISH BY OTHERS EXTERIOR O. A. SILICONE SEALANT UNIT BY OTHERS WIDTH HORIZONTAL SECTION JAMB - 2X WOOD BUCK BEVELED FRAME - FRAME INSTALLATION lk ply Gem 433 N, MAIN ST., PO BOX 559 ROCKY MOUNT. VA 24151 PH. 540- 484-6348 FX. 540- 484-6683 101ci11 I I ti r [u V m qm .z Z 0 h to Ld Q DWG #: PGW178 SHEET: 5 OF C 2/14/2018 Florida Building Code Online INS! 1111 I e BCIS Home Log In User Registration Hot Topics 1, Submit Surcharge j Stats & Facts Publications FBC Staff I3CIS Site Map Links Search b or Product Approval USER: Public User ftQductApbroval Menu > Product or Apbl}tion Search > Application List Search Criteria Mine ar h 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 Search Results - A lications IypA Manufacturer Ytidated By. Statu FL1r6118-R3 Revision Ply Gem Windows Locke Bowden Approved 334)300-1800Category: Windows His ry Subcategory: Mullions w ,,.. I.n !^n--i—inn if __f arv. Approved by Ubf'K. Approvals oy uorn a„ _ • .- -.._ .__..__ _, _._ ont c :: 9601 Blair Stone Road, Tallahassee FL79s Phone• 850-487-1824 The State of Florida is an AA/EEO employer. .opyyj ght 2QQ7-2013 State of Florida :: Priy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can bePmade available ere • to the public. To determine if you are a licensee under Chapter 455, F.S., lease click Product Approval Accepts: Credit Card Safe 1/1 https://floridabuilding.org/pr/pr_appjst.aspx 2/14/2018 Florida Building Code Online 4 F1 lida Product Approval USER: Public User ProQuq AQproval Menu > Product or Application Search > 6qpji—1 > Application Detail FL # FL16118-R3 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 luanne.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 j Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL1611 R3 ——COI Gem C I p — —ElyA -9Q1709. 8 Method 2 Option B https:// floridabu i ld ing.org/pr/pr_app_dtl.as px?pa ram =wGEVXQwtDqvyf4ng AXh 1 OyOOemzR2JWDTjg pLsYu OS UObhuAFG R6Tg % 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 Summaryof Productsoducts FL # Model, Number or Name Description 16118.1 _ Ply Gem 1500 T Mullion (Brickmould Frame) Limits of Use _ Installation Instructions Approved for use in HVHZ: No FLl _R3_II_P9W189.pdf 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 Evaluation Reports Other: Please refer to installation instructions, PGW189, and FL16118_63_AE_PE _5 {A_f 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 Installation Instructions Approved for use in HVHZ: No FL16118_R3_II_PGW190.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F, Norero FL P.E. No. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Please refer to installation instructions, PGW190, and FL _R3_AF_P R5 3 pdf evaluation report, PER 3143, for further limitations of use. Created by Independent Third Party: Yes 16118.3 Ply Gem 1500 Tube Mullion (Brickmould Frame) Limits of Use _ Installation Instructions Approved for use in HVHZ: No FLI _R3 U_P9w203 Pdf 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 Evaluation Reports Other: Please refer to installation instructions, PGW203, and FL1611 _R3_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 FL16118_33_II_P W Od.pdf 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 Evaluation Reports Other: Please refer to installation instructions, PGW204, and FLL _R3_&E_PER5115,pdf evaluation report, PER 3145, for further limitations of use. Created by Independent Third Party: Yes Conta :: 2601 Blair Stone Road, Tallahassee Ft, 32399 Phone: 250-487-1824 The State of Florida is an AA/EEO employer, Cho yLight 2,007-2013 State of Florida :: ed cy_5ta ement :: Aceessib(lity tatement :: Re(uQd 5tatement 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M so ® ® E Credit Card Safe https:/lfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl OyQOemzR2JWDTigpLsYuOSUObhuAFGR6Tg%3d%3d 2/2 blnr h Product Approval y USER: Public User ProdProdug& AlIproval Menu > Prod cut or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 12194 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL search ResultsFL# - A ueanons Typg Manufacturer Validated By. Status FL12 91 4-R7 Revision Aluminum Coils, Inc. Locke Bowden Approved Category: Panel Walls 334) 300-1800 History- Subcategory: Soffits Ap PrOVeO Dy UDVK. APPIuvaa uy vurn ai a .:..:...... .,......,...__ .., _.._ - - _....... CIF ntact Us :: 2601 41air Stgne Road, Tallahassee FL 32399 Pgne• ¢50-4&7-1824 The Stale of Florida is an AA/EEO employer. ,_Opyri ht 074 l ,Stale of Florida :: Priv y Statement :: Accessibili y Statement :: R fun S Cement 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 mailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. `Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish 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., pleaseclickhere . Product Approval Accepts: eGAeck MM Credit Gard Safe httt) s:/tfloridabuildinq.orq/pr/pr_app_Ist.aspx 1! 1 Publications i FBC Staff BCJS Site Map I Links Search dFlorida Product Approval USER: Public user Product ARQMal -MgU > Er-Qdud -Qr-Application Sear 612plication List > 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@aiuminumcollsinc.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 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 vl Validation Checklist - Hardcopy Received Certificate of Independence FL1219 _F7_C01_ALC15001.4 2017 FBC Evaluation —ReP9—rtQ4 T4 Soffits EiLaLPdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code llfl—;A,h—;lAinn —/nr/nr qnn riti i,,;nx?oaram=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALFtXsIGNSmoVVEg2vbvM%2fTw%3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/15/2017 Date Validated 12/15/2017 Date Pending FBC Approval 12/20/2017 Date Approved 02/13/2018 Summary of Products FL # Model, Number or Name Description 12194.1 _ Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +80/-90 Installation Instructions FL12194_R7_U_ALC15001 4 017 FBC Evaluation R.eDort Q4 T4 Soffits Final,pdf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194_R7_AE_ALC15001 4 2017 FBC Evaluation Report Q4 T4 Soffits Final.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1§Z4 The State of Florida is an AA/EEO employer. Qpyri ht 20O7-2013 State of Florida :: Priv cy Sasement :: A sibt i y Statement :: Refund Statemenk 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https:/ffloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALFtXslGNSmoVVEg2vbvM%2fTw%3d%3d 2/2 5 o r- r- 1 1-- CREEK TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Tampa, FL Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE !iTHEDMON (2014) PRI Construction Materials Technologies (QUA91 10) issued August 27, 2015 SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1,1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1 577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1 577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACD(-903-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACM-003-02-02 AAMA 1402 1986 LimiwioKs 1. This report is not for use in the HVHZ 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report the FBC and the manufacturer's published application . instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant Installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 12032. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G-20-3. PRODUCT DESCRIPTIONS 3/V F-Channel Preformed nominal 0.0164nch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.0164nch thick, 3105 H-1 4 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-trich thick, 3105 H-14 aluminumtscla. See Appendix Dfor dimension drawings. ALCI 5001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida prDduct approval under Rule 61 G20-3. The manufacturer shag notify CREEKTechnicalServices, LLG of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC CRESoffitsEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 1611 Q4 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum Soffit R 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 in2AIn.ft and for the 'center vent configuration. See Appendix D for dimension drawings. ir-OLLMM JC 2= VENr ic-lan-Pugh 12" T4 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit R 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 in2hin.ft for the 'center vent configuration. See Appendix D for dimension drawings. rl IQA-Pq 2 of 3 ALCI5001Thisevaluation report is provided for state of Florida product approval under Rule 61 G20a The manufa turer shall notify CREEKTechnicalServices, LLC; of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does. not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. f. CREEK TECHNICAL SIERVicES, I...L.0 COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida BuildingCode5"' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 1 Irlrr11' RYER..pR<<-., 2015.08.2 No 74021 07:05:00 04'00' STATE OF iO'• O R t p P: N Zachary R. Priest, P.E i`s,0 N Ai r` Florida Registration No. 74 Organization No. ANE96 1Q21 rrrt CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R_ Priest, P.E. does not have, nor will acquire, a financial interest in any other enfity involved in the approval process of the product APPENDICES 1) APPENDIX A 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) ALC15WI FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC.of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK . TECHNICAL Sl~RvicEs, 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 1..imITATiONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for Installation detail when the Information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others In accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are follows. a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Loa bon Location V b. 12" T4 Soffit — 4-inch O.C. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Loc bon V FL12194-R3 1 of 7 ALC15001 al under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orThisevaluationreportisprovidedforStateofFloridaproductapprovortIsvalid. This evaluation report does not express nor imply warranty,. Installation, recommended use, or otherqualityassurancechangesthroughoutthedurationforwhichthisrep product attributes that are not spebiflaally addressed herein. CREEK TECHNICAL. SERVICES, LLC d. 16" Q4 Soffit— 8-inch o.c. Fastener LorA ion Fastener Fastener ALUMINUM COILS, INC Soffits Approved.System Nurtlbers:and Definitions 12F Approved Systems for 12-inch Overhang with F-Channel 12J I Approved Systems for 12-lnch Overhang with J-Channel J§FA Approved S stems for 164nch verhang with F-Channel 6J A , roved systems for 16-inch Overhan with J-Channel 24F Approved Systems for 24-inch Overhang with F-Channel Approved Systems for 24-Inch Overhang with J-Channel Appendix A Approved Systems for Wall Connection 12-incn overnang wim r-ti.nannei Eave ConnectionFNo. MDP Panel Psfl Width Substrate F-Channel Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min.1 3/4-inch long x 0.0724rich dia. x min. 3/16-tdfl,fl 12F-1 Max. Wood min. 1.254nch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 16-Inch 24-inch o.c. O.C. spaced 36-Inch o.c. Three (3) min. 3/4-inch x 1/4-Inch One (1) min 314-inch x 1/4-inch One (1) min,1 314-Inch long x 0 072-Inch dia. x min. 1/4-inch +48 12F-2 Max Wood crown staples In diamond pattern Wood crown staple spaced 8-inch o.c. head dia, trip nail spaced 48- -64.2 164neh spaced 24-inch o.c. and securing each panel lap Inch o.c. One (1) min 3/4-Inch x 114 inch One (1) min. 1 3/44nch long xOA724nchdia. x min. 1/4-Inch +48 12F-3 Max, 16-inch Masonry one (1)14 ga. 5!8 inch song T nail spaced 6/8-Inch o.c. Wood crown staple spaced 84neh o.c. and securing each panel lap head dia, trip nail spaced 48- -64.2 inch o.c. At C16001 FL121.94-R3 2of7 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 orqualityassuranoechangesthroughoutthedurationforwhichthisreportisvaild. This evaluation report does not express nor imply warranty, Installa€ion, recommended use, or other product attributes that are not spedifrcally addressed herein. CREEK TECHNICAL_ SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- Inch x 1/4-Inch crown. one (1) min. #8 x 1/2-Inch One h xOne (1) min 3n One (1) min. 1 314-inch long x 12J-1 Max. 16-inch Wood staples in diamond long x 3/8-inch head screw spaced 164nch o.c. Wood crown staple1/4-In sta 0.072-inch dia. xmin. 114-Inch head dia. trip nail spaced 48- 48 64.2 pattern spaced 24- connecting soffit to J-channel spaced 8-inch o.c.. Inch o.c, inch o.c. Approved Systems for 16-inch overhang with. F-Channel Wail Connection Eave Connection System Panel MDP No. Width psli Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.76=inch x diameter 16F-1 Max, Masonryy One (1) 14 ga. 5/84nch long T nail Wood 1-inch leg staples spaced max. ng nail with min. 3/16- finishing l i53.3 124nch spaced max. 8-Inch o.c. 4-Inch o.c, and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-2 Max.Wood Three (3)18 ga.1/4,lnch crown x 1- Inch leg staples in diamond pattern Wood staples spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced 16-Inch o.c. 4-Inch ocleg4-inc.. and securing each Inch head spaced pane! lap 12-Inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-Inch x 3/8-Inch One (1) min. 1 3/4-Inch long x 0.072 inch dia. x min. 16F-3 16-Inch Wood 1.25-Inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 325 6 inch o.c. O.C. spaced 36-inoh o.c. Max. Threw (3) min. 3/4-inch x 1/4-inchInch One (1) min 3/4-Inch x 1/4-Inch One (1) min. 1 3/4-Inch long x 0.072-inch dia. x min. 1/4- 27 16F 4 16-Inch Wood crown staples In diamond- patternnd- o.c Wood crown staple spaced 8-inch o.c. Inch head dia. trip nail 36.1 spaced 24-inch spaced 48-inch o.c. ALC16001 171-12194-133 Page 3 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNiCAL SERVICES, LLC ALUMINUM COILS, ING Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga. 114-inch. crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-5 Max. 16 inch Masonry One (1)14 ga. 5/8-inch long T nail spaced 8-Inch o.c. wood 1-inoh leg staples spaced 4- inch o.c. and securing each finishing nail with min. 3/16- 43.3 panel lap inch head spaced 16-inch o.c, Three (3) 18 ga.1/4-Inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. wood inch leg staples In diamond pattern Wood 1-inch leg staples spaced 4- inch o.c. and securing each flnishing nail with min. 3/16- 43.3 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 System Panel MDP No. Width Psfl Substrate J-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) min. 1 3/4-Inch Max, Three (3) min. 3/4-inch x 114-inch One (1) min 3/4-inch x 1/4-inch long x 0.072-Inch dia. x 23.5 16J -1 16-Inch Wood dcrownstaplesIndiamond pattern Wood crown staple spaced 8-Inch o:c. min. 1/4-inch head dia. trip 31.4 spaced 24-inchp nail spaced 484nch o.c. ALCI5001 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 or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC- ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channet 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 SYP staples spaced Three (3) 18 ga.1 /4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4 One (1) min. 1.75-Inch x 24F-1 Max. Wood inch crown x 14nch leg staples in rafter with one each panel lap Wood Inch crown x I -inch 0.072-Inch diameter finishing nail with min. 801-90 124nch diamond pattern 1) Inch x 7d ring min. 2.25- One (1) min, 1.75-Inch leg inch o.c. staples spaced 8- 3/164nch head spaced spaced 16-Inch o.c. shank no!] x 0.072-Inch diameter 12-inch o.c. 24-Inch o.c. finishing nail with min. 3/16-Inch head spaced 4-Inch o.c. One (1) 18 ga.114-inch crown x 1-Inch leg Nominal 1x2 staples spaced On@ (1) min. 1.5- No.2.SYP lVnch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-Inch x Max. Inch x 11 ga. anchored to each panel lap Inch crown x 1-inch O..072-Inch diameter 801 24F-2 12-Inch Wood smooth shank roofing nail spaced rafter with one 1) 7d x 2.25- One (1) min. 1.75-inch Wood leg staples spaced 8- finishing nail with min. 3116-inch head spaced 76.6 16-inch o.c. Inch ring shank x 0.072-Inch diameter inch o.c. 12-Inch o.c. nail 24-Inch o.c. finishing nail with min. 3/16-Inch head spaced 4-Inch o.c. One (1) 18 ga.114-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 12-Inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap Inch crown x 1-inch 0.072-Inch diameter 801 2417-3 124nch Masonry Inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with m n. 76.6 spaced 8-inch o.c. 1) 7d x2.25- One (1) min. 1.75-Inch Inch o.c. 3/164nch head spaced Inch ring shank x 0.072-inch diameter 12-Inch o.c. nail 244nch o.c. finishing nail with min. 3/16-Inch head spaced 44nch o.c. ALG16001 FL12194-R3 Page 5 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the dijraflon 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. J lG..'y J CR LC.'y ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection MDP System Panel psi No. Width Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga,1/44nch Nominal 1x2NNorm crown x 1-inch leg staples spaced Three (3) 18 ga.1/4- SYP 12-Inch o.c. securing One (1)18 ga. 1/4- One (1) min, 1.75-inch x Inch crown x 14nch anchored to rafter( 1) with one each panel lap Wood Inch crown x 1-inch leg staples spaced 8- 0.072-inch diameter finishing nail with min. 80/-80 24F 4 1&inch Wood leg staples adiamondpattern min. grin One (1) min. 1,75-inch inch o.c. and securing 311fi-inch head spaced spaced 164nch o.c. inch x 7d ringin shank nail x 0.072-Inch diameter each panel lap 16-inch o.c. 24 inch o.c, finishing nail with min. 3/16-inch head spaced 44nch o.c. One (1) 18 ga.1/44nch- crown x 1-inch leg One (1).min. 1.5- Nominal 1x2 No.2 SYP staples spaced 12-inch o.c. securing One (1)18 ga, 1/4- One (1) min. 1.75-inch x Max. Inch x 11 ga. anchored to each panel lap Wood Inch crown x 1-inch leg staples spaced 8- 0.0724nch diameter finishing nail with min. 801-60 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 3/164noh head spaced 16-inch o.c. inch ring shank x 0.072-Inch diameter each panel lap 16-Inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 44nch o.c: One (1)18 ga.1/4-Inch crown x 1-inch leg Nominal 1x2 No.2 SYP staples spaced 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max. Masonry One (1) 14 ga. 5/8- Inch long T nail anchored to rafter with one each panel lap Wood inch crown x 1-inch leg staples spaced 8- 0.0724nch diameter finishing nail with min. 801-60 24F-8 164noh spaced &inch o.c. 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 3116-Inch head spaced 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 44nch o.c. ALC15001 FL12194-R3 6of7 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 orqualityassurancechanges'throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL,'SSERvICEs, LLC ALUMINUM COILS, INC Soffits Appendix A A proved Systems for 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP psi) No. Width Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) rain. 2.254nch x 7d One (1) 18 ge.1/4-inch Nominal 1x2 No.2 SYP Three (3)18 ring shank nail straight -nailed through crown x 1-inch leg staples spacedPOne 1) min. 1.75-inch anchored to ga.1/4-inch crown the,rafter into the end 12-Inch o.c. securingeachpanellap One (1)18 ga.'/,- Inch crown x 1-inch x 0,072-inch diameter 24J-1 Max. 12-Inch rafter with one 1 min. 2.25- O x 1-inch leg staples in diamondP or the batten or two (2) min. 2.25-inch x 7d One (1) min. 1.75=Inch Wood leg staples spaced finishing nail with min. 3/16-Inch head spaced t60 inch x.7d ring pattern spaced 16- inch ran shank'italis toe- gnailed on either side of x o.o72-inch diameterfinishingwith 8-Inch o.c, 12-inch o:c. shank nail 24-inch o.c: o.c. the batten at each batten/rafter nail min. 3/16-Inch head spaced Intersection. Max. 4-inch o.c. rafter spacing Is 244nch o.o. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-inch Nominal 1x2 No.2 SYP Three 3 18 min. 2.25-Inch x 7d ring shank nail straight -nailed through crown x 1-Inch leg staples spaced One (1) 18 ga.'/+- One (1) min. 1.75-irfch anchored to ga.1/4=inch crown the rafter into the and 12-inch securing each lap inch crown x 1 x 0.072-inch diameter Max. rafter with one x 1-inch leg of the batten or two (2) panelpa Wood leg staples spacedP finishing nail with min. i53,3 24J 2 16-inch. 1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min.1.75-inch 8-inch o.c. and 3/16-inch head spaced inch x 7d ring pattem spaced 16- ring shank nails toe- x 0.072-inch diameter securing each. panel 16-Inch ox. shank nail Inch o.c. nailed on either side of finishing nail with min. lap 244nch o.c. the batten at each batten/rafter 3/16-Inch heads acedp Intersection. Max. 4-inch o.c. rafter spacing Is 244nch o.c. ALC15001 FL12194-R3 7of7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, I.C.Lof any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 8 INSTALLATION Note - Refer to the APPROVED SYMMs section of this report for additional Installation details of a selected system and maximum design pressures limitations. ALC15001 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 orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that ate not specifically addressed herein. V CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 12F-2 3/4" X 1/4' -',% CROWN STAPLES' USING A DIAMOND PATTERN I F' CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN WOOD SUSSMTE OPEN RAFTER FACIA BOARD FASCIA CAP 3/4- X 1/4- CROWN STAPLE W ON CENTER 1-3/4" TRIM HAII PAINTED S.S. 48' O.C. SOFFIT- max. 12.-inch span ALUMINUM COILS, INC Soffits Appendix B 31V NETIMCM SOFFIT STAPLE DIAMOND PATTERN IV IPCTVMII -DETAIL STAPLES I Ile 1-3/4* TRIM NAIL FACIA BOARD PAINTED S.S. FASCIA CAP 3/4.- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETA ALC15001 FL12194-R3 Page 2 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 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 System No. Installation Detail OPEN RAFTER SOFFIT STAPLE olsT I j 1 DIA OND I DETAIL. El PATTERN FACIA BOARD 1 n / -- 3/4- X 1/4' CROWN STAPLE '24' ON CENTER USING A D"OND PATTERN FASCIA CAP 12J-1 3/4' X 1/4- CROWNJNMAJLFACIA 8' 1 BOARD STAPLE ON CENTER P CI.MNEL 1-3/4- TRIAL NAIL screwed to soffit with oneti) :08 x PAINTED S.S. 48' FASCIA CAP 1/21 x 3/8* head O.C. 3 4" X 1 4' diameter screw, CROWN STAPLE 0. ex 16o.b. SOFFIT — max. 12-inch span WOOD OR BLOCK SUBSTRATE SOFFIT & FASCIA DETAIL ALClSO01 FL12194-R3 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 or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREED TECHNICAL, SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. installation Detail 1.1- TRIM NAIL FASCIA BOARD PAINTED 5.5, FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD I4 BA S/B"T-NAR 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAPi REFER TO AP b FASCIA F' CHARNEL DETAA SOFFITI MAX: 16" SPAN HASONRY SUBSTRATE ALC15001 FL12194-R3 Page 4 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 51-0-11111111111 ALUMINUM COILS, INC CREEK Soffits 0 TECHNICAL. SERVICES, LLC Appendix B 1 001 FL12194-R3 Page 5 of 12 L C5A 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 product attributes that are not specifically addressed herein. CREEK ThCHNICAL SERVICES, LLC System No. ' Installation Detail 16F-4 ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER i "•'srres , SOFFIT STAPLE DIAMOND. PATTERN CROWN STAPLES 3ie' crvta r USING A DIAMOND srs PATTERN I FACIA BOARD - c—n CAP 3/4' X 1/4" CROWN FACIA BOARD STAPLE "8" ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. 1-3/4" TRIM NAIL F' CHANNEL CAN BE PAINTED S.S. 48.' FASCIA CAP INSTALLED WITH THE NAILING FLANGE UP .OR O.C. 3/4" X 1/4" DOWN CROWN STAPLE Spy —'max.. 16-inch span WOOD SOFFIT SUBSTRATE SOFFIT FASCIA D ETAI L ALCI5001 FL121g4-R3 Page 6 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 orqualityassurancechangesthroughoutthe, duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'4" CROWN STAPLE OPEN RAFTER FASCIA BOARD V4" CROWN SOFFIT & FASCIA STAPLES USDID,A DIAMOND DETAIL PATTERNS REFER 70 1617-2 & SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAPI REFER TO SOFFIT L FASCIA DETAIL g.. F" CHANNEL SOFFIT; MAX. 16" l SPAN WOOD / SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALCI6001 FL12194-R3 Page 7 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout th& duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are riot specifically addressed herein. CREEK TECHNICAL, SERvicES, LLC System No. 1 Installation IDetBil 16J-1 3/4" X 1/4" CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4" TRIM NAZI PAINTED S.S. 48" O.C. SOFFIT --max. 16-inch span. ALUMINUM COILS, INC Soffits Appendix B ji ons A >> SOFFIT STAPLE I DIAMOND PATTERN EDTAilt_ FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN 11C/ROWN CIA HOARD STAPLE "a' ON CENTER. 1-3/4" TRIM NAIL PAINTED S.S. FASCIA CAP X 1/4" STAPLE SOFFIT SOFFIT & FASCIA D ETAI I_ ALGI5001 FL12194-R3 Page 8 of12 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 product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC No. I Installation Detail 24F-1 & 24F-4 T'al' CROWR- STAPLES USING A ONAMOND PATTERN, REFER TO SOFFIT STAPLE DIAMOND PATTERN DETAIL WOOD i J' TRIM NAIU PAINTED S.S. Nominal r"x2' SYP Batten Anchored to f-CHANNEL Rafters w1A one 74 Ring Shank flap at every Ratter ALUMINUM COILS, INC Soffits Appendix B 1 J' TRIM NAIL FASCIA BOARD PAINTED S,S. FASCIA CAP SOFFIT f`sj" CROWN STAPLE BOARD SOFFIT & FASCIA DETAIL CROWN STAPLE V ' FASCIA CAP, REFER tea TO SOFFIT & FASCIA DETAIL SOFFIT, MAX. 31' 3Y8 SOFFIT STAPLE DIAMOND PATTERN ALC150O1 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G2o-a. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor Imply warranty,installatlon, recommended use, or other product attributes that are not specifically addressed herein. CREEK TE:CHNICAL. SERVICES,. LLC System No. I installation Detail 24F-2 & 24F-5 i-'i• SMDD RC WORD FL12194-R3 ALUMINUM COILS, INC Soffits Appendix B i t TRIM NAP FASCIA BOARD FAINTED S.S. FASCIA CAP SOFFIT P'xi" CROWN STAPLE BOARD SOFFIT & FASCIA DETAIL CAP: REFER FIT i FASCIA 10 of 12 ALC15001 This evaluation report is provided for State of Morlda product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes rqualityassuranoechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not spedifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1%" TRIM NAB FASCIA BOARD PAINTED SS. 14OA i' T-NAILS SOff1T fAS'lA CAP 1"a}" CROWN STAPLE 1 TRIM NAB. FASCIA BOARD PAINTED S,S, SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1"aj' CROWN STAPLE FASCIA CAP, REFER TO SOFFIT t. FASCIA DETAIL Nominal 1'%2" SYP Batten Anchored to SOFFITI MAX, 24" F-CHANNEL Rafters with one 7d Ring Shank Nall at every Rafter MASONRY ALGI5001 FL12184=R3 Page 11 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluatian report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL- smvicEs, LLC System No. installation Detail 1'ai' LROWN STAPLES USING A DIAMOND PATTERNr REFER TO SOFFIT STAPLE DIAMOND PATTERN DETAIL 24J-1 & 24J-2 — — t I- TRIM NAn PAINTED S.S. L-- Nordinal 1" x 2" SYP battens scabbed beh"en refers and J-CHANNEL secured with one (1) 7d Ong abank hall slralgh"alled tbrough the rafarinto the end of the batten or two (2) 7d WOOD SUBSTRATE Ong spank nails tos•nsllsd on either side of the Wham at the battentratler Intersection CANTILEVERED' RAFTER FASCIA BOARDfCROWNSTAPLE FASCIA CAP; REFER TO SOFFIT !, FASCIA OETAri "-_ SOFFITI MAX. 24" fell PAN ALUMINUM COILS, INC Soffits ' Appendix S SOFFIT & FASCIA DETAIL, SOFFIT STAPLE DIAMOND PATTERN BOARD CAP ROWN STAPLE ALC15001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes 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 C ow 1.1 mF s A E O 8m The fbUovWngbab npnov adeu nvWnd adohnnomponen and o dd g provisions: Wind speeds for risk category |.V.U|.and [Vbuildings shall benndefined InSection 10O8ofthe FOC. 2. Exposure` g C' and Dshall beuudefined inouoUm nn1nooc*oruc. 3. Designwind loads are providedonly for walls/soffits with a meanroof height less than orequal 1o6U'0. 4. All calculations are based onaneffective wind area of1U-eorless. 5. Topographic factors such euescarpments orhills have been excluded from the analysis. G indd|^.oUonoU haoN Ku=O.85 7' VYV*,|nuhmwn|nthe tables below. oo gnpmeuuneoare mul8pUndbyO.0|naccordance n th8er8onlx10.S4of eFBC. with roof N tkon8U4leh|bm*wmuo dbym||monnndde gnpm oo}nno| D Pudon mean greater ` . m^ ~' --'------in -,m` 1 Y6ofth |o odzuoUa}dimano|ono,04x a Roo[HohO whichever is 8' 3 nea4mndOmhm|bednHnodoeeh v ow. mwnumn omg om u . , smaller, but not less than either 4% of the least horizontal dimension or 3-ft. 1cx4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance,changes'throughout the dUTatlon for which this report is valid. This- evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n WI,h&Pressures=.forSoffits ImEx osure B'.: > ` Building Type, Zone Mean' Roof t ft '. Height gasld Wind S eed' mph) 120 1.30. 1140 1:50 160 170 180 190- 200 Enclosed 4 20 16.9 9.8 22.9 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 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30:5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 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 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37 6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 633 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 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive 20 10.8 1 12.7 14.7 16.9 19..2 21.7 24.3 27.1 30.0 Loads) 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10:8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16,0 18.3 20,8 23.5 26..4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34,7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001 FL12194-R3 2of4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n Wind Pressures fot Soffits In Ex osurwC Building Type Zone Mean..: Roof. Height ft Basic Wind_S` eed rn h 120 , 130 140 150 160 170' 180 1,90 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4, 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 Enclosed 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative 20 26.7 31 A 36.4 41.8 47.5 53.7 60.2 67.0 74.3 Load's) 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45,5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 1 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 1 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32,2 36.1 40.2 44.5 Enclosed 50 15.8 193 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 PositiveP 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 Loads) 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37,9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 1 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 1 46.7 60 17.4 1 20.5 1 23.7 1 27.2 31.0 35,0 1 39.2 1 43.7 48.4 ALC15WI FL12194-R3 Page 3of4 This evaluation report Is provided .for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes .or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL- SERV IcEs, LLC Desi nWnd'Pressuresfor,Soffits1wEx osureD Basic Winds eed> (mph) Msan Bullding Zone Roof ' 1.20 1301 . 140 450: 160 17.0 Typ ties ht ft 20 2 ,0 30,5 35.4 40 6 46.2 52.2 25 27,0 31.6 36.7 42,1 47.9 54.1 30 27.9 32.8 38.0 43.6 49.6 56.0 4 40 29.4 34.5 40.0 45.9 52.2. 58.9 50 30.6 35.9 41.6 47.8 4.3 61.3 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 Negative 20 32.1 37.7 43.7 50.1 57.0 64.4 Loads) 25 33.3 39.1 45.3 52.0 59.2 66.8 30 34.5 40.4 46.9 53.8 61.3 69.2 5 40 36.2 42..5 49.3 56.6 64.4 72.7 50 37.7 44.3 I -4 58.9 67:1 75. 1 60 3.8.9 45.7 53.0 60.8 69,2 78.1 20 16.7 19.5 22.7 26.0 29.6.33.4 25 17.3 20.3 23.5 27.0 30.7 34.7. 30 17.9 21.0 24.3 27.9 31.8 35.9 4 40 18.8 22A 25.6 29.4 33.4 37.8 50 19 6 230 26.7 30.6 34.8 39.3 ALUMINUM COILS, ING Soffits Appendix C 180 190 200 58.5 65.2 72.2 60.6 67.6 74.9 62. 70.0 77.5 66.1 73.6 81.6 68.8 76.6 84.9 70.9 79.0 87.6 72.2 80.4 89.1 74.9 83.4 92.4 77.5 86.4 95.7 81.5 90.9 100.7 84.9 94.6 104.8 87.6 97.6 108.1 37.5 41.7 46.3 38.9 43.3 • 48.0 40.2 44,8 49.7 42.3 44.1 47.2 49.1 52.2 54.4 Enclosed g0 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 bb.T Positive 20 16.7 19:5 22.7 26.0 29.6 33:4 37.5 41.7 46.3 Loads), 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43:3 48.0 30 17.9 21.0 24.3 27.9 31.8 35..9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42..3 47.2 52.2 50 19.6 23..0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.,2 23.7 27.5 131.6 35,9 40.5 45,4 50.6 56:1 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 orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEKTECHNICAL. SERVICES, LLC 3/8" F-Channel 3/4" — 3/8" J-Channel 1/8" HEM T 3/4" 3/8" ALC15001 FL12194-R3 ISOMETRIC VIEW 3/0" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes'throughout the duration for whloh this report is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL. SERVICES, LLC 1/8" HEM 3/4 F 1/4" 7/8„ —" 6"FASCIA 7" BLANK FL12194-R3 ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D 2of4 ALC15001 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manUfacturer shall notify CREED( Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhiohthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addfessed herein. CR TECHNICAL, SERVICES, LLC 1611 Q4 Soffit 3 / 8 PROFII E 2.625 REF. 50 TYP. 25 TYR --Ff0.125 TYP. aaaaa 000a aoa aar aa aa Y a aoaa aa a RIBS) ALUMINUM COILS, INC Soffits Appendix D ALCI5001 FLI 2194-R3 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportIsvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK NTECHNICAL, SF-RvicEs, LLC 12" T4 Soffit 3 1/0" 3 1/8" MY' vu 5/16:- 1/2" 1/2" JV 1/r3 3/6" 13.75" BLANK 3/8" PROFILE 2.625 REF. 50 TYP- 25 TYP. D.125 TYP. ALUMINUM COILS, INC Soffits Appendix D aaa aa C1 aaaao flaoaaa aaaa mnF i m m PAnERN (ELL SCAM LOUMS FORMED IN SAME WREMN AS RIDS) END OF REPORT ALC16001 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 GREEK Technical Services, LLC of any product changes or quality assurance obanges,throughout the. duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other prbduot attributes that are not specifically addressed herein. Florida Product Approval AL IN III" I USER: Public User r xd' 4.trc•. Product 6e rpovlaMenu > RrgQuct or AD I_R icatign Search > Application List F • Search Criteria Refine Search Code Version 2017 FL# 5444 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 zearcn KCUUM20 UP- jym Manufacturer 5tajugl FL5444-R12 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Approved HMI miry Category: Roofing 954) 772-6224 Subcategory: Asphalt Shingles FL5444-R13 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Pending FBC Approval Category: Roofing 954) 772-6224 Subcategory: Asphalt Shingles_ APProveo gy UnrK. npPruvao Uy uorm ono" " .w.cv.w -1- 1-1.— -1 - •- ..,_ _.._, _. _.._ Contact Us :: 2601 Blair 5t9ne R , Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. fFggyright 2007-20 13 State of Florida :: d_v y Statgment :: Accessibility Stgent :: R j nd K,tement 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish 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 click here . Product Approval Accepts: MM0099M Credit Card Safe https://floridabuilding.org/pr/pr_app_Ist.aspx 1 /1 3/2/2018 Florida Building Code Online slow BCrS Home I Log in 11 User Registration Hot Topics Submit Surcharge Stats & Facts j Publications 1 FBC Staff BCIS Site Map Links Search d b Flodda t,'4 Product Approval USER: Public Userr40 Product Aqlaroval Menu > Product or Ai;lPji&jlgp-Search > 612plio ion > Application Detail FL # FL5444-RI2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark,d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier 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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nierninen 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 d Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL544 —R12 COI 2017_Ql I Nieminen.p - Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Sections from the Code https:llfloddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqtahlgO7CSsoycOri28CcpCm5j9jS30sk4S7sljNdlwNg%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 Installation Instructions Approved for use in HVHZ: No FL5444_R12_II_2017_09_FINAL_ER_CERTAINTEED_ASPHALT SHINGLES_FL5444-R12.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444_R12_At==217_09_FINAL_ER_CERTAINTEED_ASPHALT SHINGLES_FL5444 R12.pdf Created by Independent Third Party: Yes Sack Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cpyrght 2007-2013 State of Florida.:: Priv cy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: FOR Et Credit• Safe security m1r)urs https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtahlg07CSsoycOrl28CcpCm5j9JS30sk4S7sljNdlwNg%3d%3d 212 5 qi4(/c '- JI RINITYIERD 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 611320-3 and the applicable rules and regulations governing the P e for of construction materials in We State of Florida. The documentation submitted has been reviewed by Robert Nieminen, use oftheproductundertheFloridaBuildingCodeandFloridaBuildingCode, Residential Volume. The products described herein havebeenevaluatedforcompliancewiththe5thEdition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurancedocumentationchanges, or provisions of the Code that relate to the product change. Acceptance of this Evaluation ReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, P.E. if the product changes or the referenced QualityAssurancedocumentationchanges. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: TheEvaluationReportnumberprecededbythe words `TrinitylERD Evaluated" may be displayed in advertising literature. if any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Uponrequest, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors andshallbeavailableforinspectionatthejobsiteattherequestoftheBuildingofficial. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J. M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANEl983 The famhoge seal appearing was authorized by Robert Nieminen, pX on 12/08/2016, This does not serve as an electronically signed d.ment. Signed, sealed hardcopies have been transmttted to the Product Approval Administrator and to the named diem CERTIFICATION OF INDEPENDENCE: or will it acquire, a financial interest in any company manufacturing or 1. Trinitv4ERD does not have, nor does it intend to acquire distributing products it evaluates. pany manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any com 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. ancial interest in any other entity involved in the approval process of the 4. Robert Nieminen, P.E. does not have, nor will acquire, a fin product. 5. This is a building code evaluation. Neither TriniityIERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record far any project onwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITYJERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTe ed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and 5 th EditionthroughtestinginaccordancewiththefollowingStandards. 2014) Florida Building Code, Residential Volume / Conditions of Use set forth herein. Compliance is subject to the Installation Requirements and Limitations 2. STANDARDS: standard Year Section 1507.2.5, R905.2.4 Prope Physical Properties ASTM D3462 ASTM D3161, Class F 2009 2009 15071.7.1, 11905.2.6.1 Wind Resistance ASTM D7158, Class H 2008 1507.2.7.1, R905.2.6.1 Wind Resistance 3. REFERENCES: Reference Date Entity Examination 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 U L (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3161 R684 09/21/2005 U L (TST 1740) ASTM D3462 05NK08037 06/28/2006 UL (TST 1740) ASTM D7158 ASTM D3161 & D3462 ogCA28873 07/23/2009 UL (TST 1740) JOCA41303 10/07/2010 UL (TST 1740) ASTM D3462 JOCA41303 10/08/2010 U L (TST 1740) ASTM D3161 10CA41303 10/27/2010 U L (TS7 1740) ASTM D7158 ASTM D3161 & D3462 10CA44960 11/11/2010 UL (TST 1740) UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 04/22/2014 UL LLC (TST 9628) ASTM D3161, D3462 TFWLR684 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 12/16/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D715 8 4786570717 02/09/2016 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 4787380356 10/26/2016 UL Lj_c (TST 9628) ASTM D3161, D3462 & D7158 4787390357 10/13/2016 UL LLC (TST 9628) ASTM D3462 4787380357 11/08/2016 UL LLC (TST 9628) ASTM D7158 4787380357 11/09%2016 UL LLC (TST 9628) ASTM D3161 Service Confirmation Exp.07/03/2017 UL LLC (QUA 9625) Quality Control Evaluation Report 3.532.09.05-RII Exterior Research and Design, LLC. FBC NON-HVHZ EVALUATION FL5444-RIO Cerdficate ofAuthorizatlOn #9503 Revision 11: 3 z/08/2016 Page 2 Of 12 CI f 1 R NITiIERD PRODUCT DESCRIPTION: 4.1 CT20—, XT`"" 25, XT°" 30 and XT- 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadian', Belmontr", Carriage House ShangleO, Grand Manor ShangleO, Landmark', LandmarkTM' IR, Landmark' Pro, Landmark' Premium, Landmark' TL, LandmarkTM' Solaris and Landmarks Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGateT" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake', Presidential Shaker" IR, Presidential Shake TLI and Presidential SolarisT" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatterasT , Highland Slater" and Highland Slater' IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 PatriotT"° is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge', Shadow Ridges", Cedar Cresfm, Cedar CrestT 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 V,,d = 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 Vasd =150 mph (V„ n =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solorls') exceeds the calculated uplift force (FT) at a maximum design wind speed of V,,,d = 150 mph (V„lt = 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, Evaluation Report 3532.09.05-1111 Exterior Research and Design, LLC FBC NON-HVHz EVALUATION FL5444-R10 Certtfcate ofAuthorlzatlon #9503 Revision 11: 12/08/2016 Page 3 of 12 F'1110 1 TRINITY I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation ad FBCshaIISectdltansr1507.2.3, rent d1507.2,41or Product Approval, or be Locally Approved per Rule 61G20-3, p R90S.2.3. 6.2 R905installafiion of asphalts shall comply with the CertainTeed Corporation current published per shingle in accordance with FBC 1507.2.7 or Section R905.2.6instructions, using minimum four (4) nails and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 CT2o-, XT- 25, XT— 30, XT`- 30 iR: ENGUSH 1T i+7(305 rr ) (305 mnf_ —J305 min) { 1„ (25 mm) Se lant 1"(25 mm) 5 51e" (145 mm) 5112 PfarNdornod L_L__L_ METRIC M131/ 8"( 25MM)1" (25 min) j 6 Figure 113: Usep crnaflsfar-vyfuasbin& STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D45$5 Type 11 is suggested. 1• Rooting cement Apply 1 ^ (25 rr m) spots of asphalt rooting cernent under each tab corner. Ftgun; it l: usefournalls and six spots Qf=Abaft am+art on steep slopes. CAUnol : Excessive use of roofing cement can cause shingles to blisttm 6.4.1 Hip & Ridge for CT20' XT— 25 XT- 30 XTm 30 iR: Cut Shingles 25 rtm} i I I 1 2" (5D min) , , Resnaa_ ,.- i1rt` t 1 t``i if tl it—f 12" Cap Cap Cap 35 nnm) Shingle Shingle Shingle X_SXI.. Figure 11:24.• as tabs, then trim back to mdx cap shingfes 8ngi(sh dimensions shocnn). F. 2" (305 Vim) Fig— 11-25:1nst Upon of caps along the hips and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastice NPI " adhesive or Henkel "PLe Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLG FBC NON-HVHZ EVALUATIONCertyl=te of Authorizotian #9503 Evaluation Report 353Z09.05-R11 FL5444-R10 Revision 11: 12/08/2016 Page 4 of 12 6.5 TTP.,,1N1TYjERD LOW AND STANDARD SLOPE STEEP SLOP Use SIX nabs for every full shingle located as shown below. Use sixnails and FOUR spots of asphalt roofing cement for every full shingle as shown below. Apply asphalt roofing cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTM D 4586 Type 11 Is suggested. NaU tine Nag Nail tine V (25 min) 1' (25 min) Figure 2: Use sis nails for every full sbingle. i•(25 min) r(25 nun) Figure 3. Use six nails and four spots of aspbalt roofing cement on steep slopes. 6.5.1 Hip & Ridge for Arcadia": Cedar Crest"", Cedar Crest' IR lace fastener 1-inch Use two (2), minimum 1%4nch long fasteners per shingle. For the starter shingle, pfromeachsideedgeandabout2-inch up from the starter shingle's exposed butt edge, ensuring minimuminchembedmentintothedeck, 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 "SonolasticO NPI` adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, glee, gently eter sp pressing tab of NP 1 or sides into the adhesive, and install nails. To secure the other side, apply a PL adhesive between the shingle layers. Hand -sealing adhesive Aa 1/4a _ 3WW 1a Dab of asphalt cement between as shingle layers 1 Evaluation Report 3532.09.05-R11 Exterior Research and Design, LLC FL5444-RSO certificate ofAutharization #9503 FBC NON-HVHZ EVALUATION Revision 11:12/o8/2016 Page 5 of 12 6.6 Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. f taauo Mess f TRINITY I ERD Steep Slope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement' for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle_ See below. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. a'tlamml 651a` 11M_'(nen} 22trun} ell= o Adtimr=1s if mquii& 5! 6' (16 an) `(28 051m9n' d1`(25 mm)—Roofmgra 6.6. 1 Hip & Ridge for Belmonfo 6.6. 1.1 Option 1: Refer to instructions herein for Cedar CrestT , Cedar CrestT" IR hip and ridge shingles. 6.6. 1.2 Option 2: Shangle" Ridge i 12, Remove This Tape Exposure Remove tape p from the right side 8• and fasten SECOND Fasten theme,, RIGHT left sideFIRST \" LEFT Figure 17- 19.111stallation ofSbanglel Ridge sbingles Figure 17- 1& Sbangk* Ridge. on hips and ridges 6.61. 3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel "PLI Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Evaluation Report 3532.09.05-R11 Exterior Research and Design, U.C. FL5444-RI0 certV=te of Authorkatian 1t3503 FBC NON- HVHZ EVALUATION Revision 11. 12/09/2016 Page 6 of 12 6.7 CARRIAGE HOUSE SHANGLE." AND GRAND MANOR SHANGLEm: STEEP SLOPE LOW AND STANDARD SLOPE Use five nuts for every full Shangle. 11. 1" 2S min} I..-(25 min) 56" 6 516" 220 mm) 16 min} Figure 174- Usefte nailrforevmfull GranddlanorShongle, Carriage 11ouse Sbangle, or Centennial Slate. TRINITY Use seven nails and three spots of asphalt roofing cement for every full Grand Manor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage House Shangle and CentennialSlate. Apply asphalt roofing cement 1" (25 mm) from edge Of shingle Figura 17-5). Asph2lt roofing cement meeting ASTSI D4586 T)Pe U is suggested. Momoso 610ppa-10"0110 Figure 17-6: WLrn installing Grand Manor Sbangles on steep slopes use scam nails and three spots ofaspbalt roofing cerrrent. 6.7.1 Hi &Rid a for Carria a House Shangle® and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles 6.8 TM LANDNIARKTm, LANDMARK— IR, LANDMARKTm PRO, LANDMARK' PREMIUM, LANDMARKTr` TL, LANDMARK SOLARIS, LANDMARK' SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS LANDMARK TL 12" 143/4" 12" Mm305 min) 25 mm)-"'1 1 tlz" Nailabie Area NorthGate: 131/z" 13" 131/i" 343 mm(330 min)-«--(343 mm)- i 1" (25 mm) 1" (25 mm) -- Figure 13.4, Use four naffs for ererr full sbbTlc WE ta3tV tr NAMG IT _._... r--- mm RREA w- (305 mm) -- --- (375 mm) ( 305 ) Naing Limhfts Uppsrtat IN r (25 r r (25 ) owntp 7itk Nekua K44g won for Icx and stind-4 *P" 2:11 to 21:12} Nal beMw UpW & IVW Ew as Own aboft Evaluation Report 3532.09.05-R11 Exterior Research and Design, U.0 FL5444- RIO Certificate of Authorization t19503 FBC NON-HVH2 EVALUATION Revision 11:12/09/2016 Rage 7 of 12 STEEP SLOPE Use six nails and four spots of atspl[adt roofing cement for every full laminated shingle. See below. Asphalt rooting cement should meet AST,A1 D4586 Type 11. ApplY V spots of asphalt roofing cement unde each corner and at about 12' to 13" in from each edge. METRIC DIMENSIONS 305 mm) (315 mm) (305 mm) t"(25 mm) t"(25 mm} • I Release Tape LANDMARK TL 1"-- 25 mm) mm) Roofing Gement NorthGate: STEEP 12" 14-3t4" SLOPE I-,-(305 mm)— — (375 m NAILING Nailin AREA, r-- N. 1°(25 mm) bd/ v, a F)o f TRINITYIERD Figure 13 3: Use six nails andfour spots 4f asphalt rvoflngcement on steep slopes 12" A305 rr 1°( 25 mm 1„ 25 mm) Nail' mg areas for steep slope$ (greater than 21:12) and " 8ton -Nailing" Nag between lower 2 nail Ines as shown above. 6. 8.1 Hi &Rid a for Landmark-,Landmark"A IR LandmarkTM Pro Landmark"" PremmiuLandmarkTM TL LandmarkTM Solaris Landmark' Solaris IR NorthGate: 6.8. 1.1 Option 1: Shadow Ridge- or NothGate Accessory 1Z' (250mm) 305mm) r415/ 5mmr 125mm) 150mm) 050mm) Notch tor centering tT 305mm) LTOpEdge gnmerattoo T the Previous 80n vrt) Exposure English Dimension Shadow RidgeTM Notch for Centering 13114' 337mm) Notches for Alignment to 7518' the Top Edged the Previous 196mm) for55ht'{i41mm}% posure Metric Dimension Shadow Ridge' Evaluation Report 3532.09.05-1111 Exterior Research and Design, LLG FL5`i44-RIO ce cate of Authorization #9503 FBC NON- fiVHZ EVALUATION Revision 11:12/og/2016 Page 8 of 12 I TRINITY I ERD 22713T R-- (2s0 n1m) . 4 Wi6' (125 mtn) 13 1/8" i---(333 mrn)----r- IGGktemigN&-h r<( 1 5 MM) 16 5 MM) I (168 1 168 is 14' Centering 3371ttm) 13114• NotchAligntiu n hsd ftoitop 7518" (337min) gn thes 194inra) Ale7PRviotis G9Ut'+'.° I notches to top (194 mm) IIt edge of previous course. . NorthGate Ridge NorthGate Accessory 12* 305 m) Laying Notch sure I I li I Figure 13- 20. U$6 kaytngnok jw to canter sbin& on hips and ridges, atul to bxte'tLe 00ne d ezp0sure 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 option 2: Refer to instructions herein for Cedar CrestTM, Cedar CrestTM IR hip and ridge shingles. Evaluation Report 3532.09.05-R11 Exterior Research and Design, LLC FL5444-R10 certificate ofAuthortration N9503 FBC NON- HVHZ EVALUATION Revision 11: 12./09/2016 Page 9 of 12 0 JTRINITYJY ERD 6.9 PRESIDENTIAL SHAKE—, PRESIDENTIAL SHAKEr"" IR, PRESIDENTIAL SHAKETL'"s, PRESIDENTIAL SOLARISr"": LOW AND STANDARD SLOPE: For low and standard slopes, use live nails for each full Presidential shingle as shown below. Nailing 1------- 40' Guide Unes (1016 mm} 51/4' 133mm) . 141/4' NOTE: Apply nails on painted guideline. STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1' diameter spots of asphalt roofing cement under each shingle tab. After applying S nails 1n between the nailing guide lines, apply 4 nails 1" above lab cutouts making certain tabs of overlying shingle corns nails. i T 1' diameter asphalt ranfing cement Figure 16-6, Fastenbrghtnidentitrl andPresidentiat 1Z S xake sbkrgles on tow and standard slopes Figure 16-7.' Fastening Presidential and Presiderstiat 7YL SGahe shingles on steep slopes. 6.9.1 Hip & Rid a for Presidential Shake', Presidential Shaker"` IR Presidential Shake TL'"" Presidential Solarisl: 6.9.1.1 Option 1: Presidential Accessory PRESIDENHAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to fhe ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4, long or longer, so they penetrate either 3/4" into the deck or completely through, the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL Is 12' x 12"; Portland, OR produces 97/8' x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "SonolasticO NP1'""" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest, Cedar Crestr" IR hip and ridge shingles. 6.10 LHAMRASr": LOW, STANDARD AND 90 SLOPE Figure 15.3 Farming Hatteras sblrrgles on LouarrdStandard Clopas For 1mr and slam&rd slopes, use fine salts for each k1l nmteras shingle as sbouu abore. Ffgu,15-1: firnurirgllanmaS6tugdes on steepstoprs For steep slops, trac five mdls and eight spas of nsphak monng cement for each fall ttatteas sltin$,k as shrnm abom Apply C 25mm) diameter spots of roofing ce-nt (ASTM D 4586 Tlix n sttg;m4 under each tab cornet Press shingle into place do mat espose cement CAUTION: Too much roofing, cement can cause shingles to bkstet Evaluation Report 3532.09.05-1111 Exterior Research and Design, LLG FL5444-R10 Cot(fcate ofAuthorizrtion #9503 FBC NON-FtVH2 EVALUATION Revision 11: W0812016 Page 10 of 17 6.10.1 Hi &Rid a for Hatteras'"': 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 1544.18 three-piece untts separate to make 54Hatteras 6ccessory sbingles. 6, 10.1.2 Option—Z: Cut Hatteras Shingles 223; min} I i 1 I I Cap Cap CapLShhiingle ShingleShingleShingle18 ' ( 460 Figure 15-20 Cut Hatteras shaves to maw cow cap. Figure 15-21. installation of caps a[mg bips and ridges 6. 10.1.3 For ASTM D3161, Class F performance use BASF "SonolasticO NPI—" adhesive or Henkel "PLI, Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 11 ! HIGHLAND SLATETm, HIGHLAND SLATE'" IR: STEEP SLOPE LOW AND STANDARD SLO PE 0se FIFE nails and EIGHT spots of asphalt zooftng cement" for inch full Hiand shin For ami Dade, SIX nails are required. F. Tate••+ w a d wo a S Slate °' Mi Apply I• diameter spots of asphalt rooftug cement under each tab r . corn, Asphalt roofing cement medng AS'IM D45861ppe II is suggested. fta- Dads reWhe SIX nab (W nab insWMd oW tWtx oADaa spawn} Figure L133 Use RYE natkforeumy lftgbtand Stale sbtngte. Gfim" FDwbtyuum sD:( rmmA Wbbd arcoswa 04" Mdwsn} Figure 113g use APE natk and aW spats of asp&dt rooft ow rent urutereacb tab corner. CAUTION; Euessiee use of roofing cement can cause shingles to blister. 6. 11.1 Hip & Ridge for Highland Slate''" Highland Slate' IR: Refer to instructions herein for Cedar Crest'"`, Cedar Crest'" IR or Shangle RidgeTM hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1111 FBC NON-HVK2 EVALUATION FL5444- R10 Cert{ rttxrte afAuthoriration tt95t73 Revision 11.12/0a/2016 Page 11 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nails for every full shingle located as shorn below. Selent 156 min) PRatunn) STEEP SLOPE Use POUR nails and four spots of asphalt roofing cement for every full shingle as shown below. Asphalt roofing cement meeting AST&I D4586 Type U is suggested. Apply V(25 min) spots of asphalt roofing cement as shown. CAUTION: Excessive use of roofing cement can cause shingles to blister. 1 Rnnl,tp Cement- Pml (Aim V 6.12.1 Hip & Ridge for PatriotTm: Refer to instructions herein for Cedar Crest, Cedar Crest' IR, Shadow RidgeT", NorthGate orShangle RidgeTl hip and ridge shingles. 7. LABELING: 7.1 Each unit shaft bear a permanent label with the manufacturers name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named CIA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Evacuation Report 3532.09.05-R11 Exterior Research and Design, I.I.C.FL5444-R10 Cert(frntm of Authorization #9503 FBC NON-HVHZ EVALUATION • Revision 11:17/09/2016 Page 12 of 12 3/2/2018 Florida Product Approval USER: Public_ User cue P[gducL Approval Menu > Product or Application Search > Application List Search Criteria Refine Search 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 aearcn tcesumu - t+ uc:aLwiIa 1yP-q Manufacturer V laidatedByStatus FL15216-R3 Revision InterWrap, Inc. John W. Knezevich, PE Approved Category: Roofing 954) 772-6224 Hi pry Subcategory: Underlayments APProvep py uorn. MPPiovau uy uU- a,_ _•,_•• -,.- ,-...__ _, _.._ . _ _ _.. _. _. __ Contact Us :: 2601 Blalr Stope Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyri ht 2007-ZO12 State of Florida :: Priv y Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a 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 click here . Product Approval Accepts: MIMORRE Credit Gard Sate https://fioridabuilding.org/pr/pr_app_lst.aspx 1 /1 Florida MAP% d413roduct Approval oUSER: Public User or%r Product Ap ,proval Meng > er9giggLor A aplicationSgjjr h 60!Lr l > Application Detail FL # FL15216-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/ Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap. com Authorized Signature Eduardo Lozano elozano@interwrap. com Technical Representative Eduardo Lozano Address/ Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap. com Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Underlayments; Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By John W. Knezevich, PE 1 Validation Checklist - Hardcopy Received Certificate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL1521 _ R3--,01-2017-01--C-Q—I—Niemi—nen PdLf Standard Year ASTM D1970 (tear) 2015 ASTM D226 (physicals) 2009 Sections from the Code https:// floridabuilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDqv3yVVKJZI QRAdhyl2u8kQGnf9ayHyTiLG8tWOUK8nwXA%3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/10/2017 10/11/2017 10/15/2017 12/12/2017 FL # Model, Number or Name Description 15216.1 RhinoRDof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL1 21_R3_II_2017_10_FINAL_ER_INTERWRAP_RHINOROOF F 1 5216_ Approved for use outside HVHZ: Yes R_3.pcLf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216_R3_AE_2017_10_FINAL_ER_INTERWRAP_RHINOROOF_FL_ 35216- Rom., P-Tf Created by Independent Third Party: Yes Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32399 Phone 85Q-487-1924 The State of Florida is an AA/EEO employer. Copy i9ht 2407-2013 State of FlQrfda :: Privacy Statem n :: Accessibtlity tatement :: 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 -retards 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 Section45S.275(t), 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a 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 click here . Product Approval Accepts: duck Credit Card Safe httos://floridabuildinq.orglprlpr app__dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRAdhyl2u8kQGnf9ayHyTiLG8tW0uK8nwXA%3d%3d 2/2 EVALUATION REPORT interwrap, Inc. 32923Mission Way N1ission, BCY2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC Certificate of Authorizatioo#9s03 3sscHn| snAwSTREET, UNIT wza oxFnno' cTus47u PHONE: (2os) zs2-e245 N S 1 R2 Evaluation Report ' F|1S2IO' n2 Date ofIssuance: V2/17/2Ol2 Revision 2:04/ 27/2015 Scope Evaluation Report b issued under Rule 61G2O and the applicable rules and regulations governing the use of u /»E»u materials = a|s| odnetatofF|ohdaThe documentabonsub/edhas been reviewed byRobe N\eminen, co»s«cno»ufthe product under the Florida'Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated P.E. for use forcomp|ianceviththeSm Edition (2014) Florida Building Code sections noted herein, DESCRIPTION: RhinuRuofUndeMoyments LAoeums: Labe ling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. This Evaluation time changes, the referenced ComnmucuCowpuxmcc: s o .. of provisions oftheCodethatre\atetutheproductchange. Acceptance OuaUtyAssurance6ocumenta i»»chan es'» rpr sons b Ni i pE if the product this Evaluation Report by the named client constitutes agreement to notify Robert emnen, . ' m ewofthis documentation ThnitylERDrequires acomplete r chanDesorther erencedOuaUtYAssurance ncumen . Evaluation Report relative to updated Code requirements with each Code Cycle. TheEva|uadunRepo number preceded bythe words " Trnity\ERDEva|oated"may bedisplayed in Ao«snnssmsmr The fanyporbunoftheEva|ua onReportisdisp\ayed,thenitsho||be6oneini1sen re1y. ao»emon//r/o ' INSPECTION: Upon request, acopyofthisentire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall beavaUaUe or inspection fi cdonatthejo6siteattbenequestoftheBui\di»g0fMcio\' This Evaluation Report consistsofpages1through3. prepared by: Robert J.K8'NiendnalP.E. Florida Registration No. 5gza6, Florida oC* Ams19a8 Product Appnnral Administrator and to the named client The ftsmile seal authorized by Ro^ertwie=men, pL on D412712015. This does not serve as an electronically Aimed document signed, sealed hardooples haVt been transmitted to the CER-nmomoOF INDEPENDENCE: i d a m mw a u\n afi x|m| na m manu u»o»r T nnv|Enodor not have, nor distributing products it evaluates. rolled byanrcvmpanvman cmnnoordx rbounepnoduc a|v ec z Tnnhv|snoi,nqtqw» eu.oPeraze " a oh Nieminen,p.s. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. } nanda|m n:in ny hcren v|n"n|vcd\ntheappronu| Pmcessoftha o. Robewiemme p.doesncthave'nurvw:acqur a 5 PmduthuUdmoco e n| ua on m herThnuy|Enonor xohet N\ emmen' P.E. aneinany wa»the Desm`erofRecod oriany ms ou ' w edonsthceoti/wasusedfvrpennttnuo,d«sionuuidancrumcss reaoc" proeconwhichthi,s"a|uatonxenotorp o`v specificallyforthat purpose. Q/'J" INITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment produced by Interwrap, Inc.,has demonstrated compliance with theComplianceStatement: RhinoRoof Underlayments, asintentoffollowingsectionsoftheFloridaBuildingCode through testing in accordance with applicable sections of the followingStandards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Standard Year Section Properties 1507.2.3,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 2005 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 1507.9:3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Reference Date EntityExamination 10/27/2011 ITS (TS f1509) Physical Properties 100539395COQ-006 10/27/2011 ITS(TSi1509) Physical Properties 100539395COQ-002 03/14/2014 ITS (TST1509) Physical Properties 1 Inspection 11/17/2014 ITS (QUA1673) Quality Control Inspection Report 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof Underlayment intended as an alternate to ASTMD226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityIERD nor Robert Niemin en, P.E. are, in any way, the Designer ofRecordforanyprojectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER QPTiONS Asphalt Wood Shakes Slate or Underlayment Shingles Tile Foam On The Metal Shingles & Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longerthan 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. manufacturer's published tallation ns 62 install RhinoRoof nd the requirements for ASTMrD226, Type I or It or D4869laymentsincompliancehType11underlaymentsinFBCSSectons1507forotheatypeof prepared roof covering to be Installed. Evaluation Report 140510.02.12-R2 Exterior Research and Design, LLC. FL1S216-112 Certificate of Authorization #9503 Revision Z. 04/Z7/2015 Page 2 of 3 8. 9. TR.INITY I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: teners may be 1-inch roofing nails with a 3/8-inch diameter head, orForexposure < 24 hours, corrosion resistant fas 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 hea Setof 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; er; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, r certain conditions. Inc. recommendations for alternate lap configurations and/or the use of sealant unde 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 hole in accordance same da day. Battens Interallrap not be i positioned t oovercap nails. If this occurs, remove the cap nail andpatch 6.4.3 Double Laver; 2.12 < Roof Slope < 4:12: End (vertical) lapsshallbeminimum12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over thestarter, 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 bytheBuildingOfficialorAuthorityHaving Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61620 3 OA requirements. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc: ETL/Wamock Hersey — QUA1673; (604) 520-3321 Exterior Research and Design, LLC. Certificate of Authorization # 9503 END OF EVALUATION REPORT - Evaluation Report 14051o. 02.12-R2 FL15216-R2 Revision 2: 04/ 27/201S Page 3 of 3 Page 1 of 1 Florida Building Code Online E R aCIS Home Log In i User Regcsbation j Flat toPlcs Submit Surcharge ( Slats & Facts Publications F6CAStaft i aC1S Slte MaP Links Search Florida Product Approval r USER: Public User n c.,amh a Application ListS ry7 __ prod ct Aooroval Menu > Pro' Refine Search Search Criteria 16568 Code Version 2014 FL# ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Ent 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 Other ALL Search Res its -A ications Validated B , Statst7 SXRM ,anufaeturer ApprovedStevenM. Urich, Revision MILLENNIUM METALS INC. PE RI Category: Roofing 717 317-8454 ii 4 X Subcategory: Roofing Accessories that are an Integral Part of the } Roofing System xAnoroved by DBPR Approvals by DBPR shall be reviewed and radfied by the Poc and/or the Commission if necessary. air cram Road,a-. -e! 3z3=g Phon BSQ-467 1824 SsQi3:Lu ::-R- o..n Sr me_nt :: n Ibiihv StatemCOi :: R"h.QA..zt@Sem2^—t r nn7-z013 S'¢atesf.IIQddic+:: privaQf ternTheStateofFloridaisanAA(EED employer. v.'=_.a-- Under Florida law, email addresses are public records. It You do not want your e-mali address released in response to a contact 85 ., reques4 do not send electronic mail to this entity. Instead, contact: the Office by phone or by traditional mail. If you have any questions, please Department with an ` Pursuant to section they haveSon7e. Florida Rromayie used far offidaiicommc licenseeswith tice hensedlireChaptererHowever email ast ddressesarearcPublic record. o You do icon wish under supply a penal address, please provide the Department with an email address whichcan be elide madeavailable m the public To determine if you are a licensee under apter 55, Product Approvai Accepts: MEW Iffld 00 Credit Card Safe Page 1 of 2 Florida Building Code Online BCIS Site Map i Links Search i BCIS Home Log In i User Registration i Hot Topics ; Submit Surcharge Stats & Facts Publications ( FBC Staff Honda n product Approval USER: Public User G'tr er.,.. Gnarch > Application List > Application Detail product Approval Menu > Product -' - FL16568- RI FL # Revision Application Type 2014 Code Version Approved Application Status Comments 171 Archived Product Manufacturer MILLENNIUM METALS INC. Address/ Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol. com James Buckner Authorized Signature jimmy@cbuckinc.net Tonya Steele Technical Representative 10200 Eastport Road Address/ Phone/Email Jacksonville, FL 32218 904) 358-8366 tonyac@mm12000. net Quality Assurance Representative Address/ Phone/Email Roofing Category Roofing Accessories that are an Integral Part of the Roofing System Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L Buckner, P.E. @ CBUCK, Inc. the Evaluation Report PE-31242 Florida License Keystone Certifications, Inc. Quality Assurance Entity Quality Assurance Contract Expiration Date Steven M. Urich, PE Validated By W Validation Checklist - Hardcopy Received Certificate of Independence FI 16568 RI COI ( t[ID50deo odf 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 03/02/2015 ' Date Submitted 03/02/2015 Date Validated 03/05/2015DatePendingFBCApproval Date Approved 04/15/2015 FL # Modes, Number or Name 16568.1 "MMI-2" Off Ridge Vent Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N/A/-75 Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. 16568.2 ( MMI-2B Off Ridge Vent 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 evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. Bade Description Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4% 6% 8', 10' Nominal Lengths Installation Instructions FL16568 o, Tr n1 MMT 2 Of RidaeVPnt-AS TME330- 5teel FVAIRPPORT.adf Verified By: James L Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports S FSfift RS AE 01 MMr OffRidaeVgntlasTM 30 Steel EVALR,EPORT odf Created by Independent Third Party: Yes Steel or Aluminum off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4% 6% 8', 10' Nominal Lengths Installation Instructions RI:65o8 R, II 02 MMI 2B ofMidoeVenC-TAS 100 Eral REPORT odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports EL16568 Rl A 0 MMI-2B OffRidogVent-TAS 100 EVALREPORT.odf Created by Independent Third Party: Yes 6 1 Blair Stang R -d Tallaha ee FL 2349 Phne• 850-487-1824 The State of Florida is an AA/EEO employer. C;o^-•"°ht 2007 2013 sir of florida :: Fdy.3cy.5h1ctIIEiu :: Acrn„1ihtilt,+' ,cr, -01 :: Refund SUtement e to a o not Under Florida law, email addresses are public records. b you do not want your e-mail addresshneortraditionalmail. If you havesed inanyquestions, please contact 850.4877.I395. d'Pursuant to s Ifelectronicmailtothisentity. Instead, contact the office by P Y under SectionMohave ne.(1),, The Floridaemajis Provided may used for 1, 201: ial mmmutsiibes on licensed the licensee- However email addresses are pbli record. If You do snot wisilhto supply a personal address, Please provide the Repartment with an email 455, address which candick made hc er . available to the public To determine If you are a licensee under F. Product APPr—1 Accepts*- r Cri dt Card Safe MILLENNIUM METALS. INC. 10200 Eastport Road Jacksonville, Fl 32218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. PreparationToprepareroof for installation it will be necessary to determine how many and what type of vents will be needed for the project. Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of 6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. IMTORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the body of the vent. Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be `/4" thick and should extend 2" onto the underlayment The lower portion of the vent should already have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement Shingles should be installed on the back and side flanges of the vent All nail areas should be covered with cement B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the opening. Table 1-1 Off Ridge Vent Installation Chart Len th Net Free Area (sa in) Cut Out Size 4' 115 46" x 2-1/2" 6' 175 70" x 2-1/2" g> 235 94" x 2-1/2" 10, 295 118" x 2-1/2" C. Fastening of the Off Ridge Vent 1) if using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent. Care should be taken to see it is flush with front flange of vent Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" on center. The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the corners of the vent Nail must be ASTM F1667 compliant in accordance with Florida .building Code Section 15. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum aluminum available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 gauge (.0179 min ASTM A-755 Ptd Steel Commercial Steel Type B Ptd Aluminum .025 min ASTM 8-209 Alaadiuua is only mailable mllb doacbable baffle due to Florida.ProkidApprovd Page 1 CBUCK Engineerlha x --- c7PEN —laww r=iTuc=mxc5i engineering CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report f'MMI-2B" Off Ridge Vent with Detachable Baffle Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877).358-7663 for Florida Product Approval FL 16568.2 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: I'M M 1-2B" Off Ridge Vent with Detachable Baffle Steel or Aluminum Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer# 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 15-104-MMI-2B-ORV-ER_14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1 — 7 1.17 GE No 31242 L41 410EOF .STAT l ORION JNAL DIMOHY Signed by: )an= L Buckner. P-F- 2015.03.02 1057:51 -05-00' CBUCK, Inc. 1399 N. ICU= Drive, Suite 4, West Palm Beach, Florida 33403 FL#t FL16S681K1 Date: 2/26/15 inQReport q`: xx'2o-onv-En_14 SLC— cBUCK, Inc- Certificate of Authorization 787,54" WMOen omMe In Manufacturer: MK8|-Z8"Off [UdXoVent with Detachable Ba*\eProductName: Product Category: Roofing Pro6uctSu6-Category Roofing Accessories that are anintegral part ofthe Roofing System Ru\a 61GZO- O5 U86 Method: State Product Approval "- _' `'' compliance WK8|' 28" Off R geVent w hDachob|eBaff echanica\k/ attached to Product/SystemSteelorAluminumoffridgeven1forshinglenooplywoodDeck. mDescription: Refer o Page 4 of this report for product assemblycomponents/materials& Product Assemblystandards: 1. off Ridge Vent Z Fasteners 3. Roof Cement Support: Type _ Wood Deck Design ofsupport and its attachment framingachmant o supportisoutsidethescopeofthisevaluation.) Description: 15/ 32( min.)orgreater plywood, orWood plank (min. specific gravity ofO.4I) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 t Report No.: 15-104-MM-2B-ORV-ER_14. BU K Engineeringreefng Page 3 of 7 ninQ CBUCK, Inc. Certificate of Authorization #BO&4 pr claltU Ef-ructural &n9 i Performance Standards: The following test protocols were sPno addressed spedtoc'f cally in the code. nstrate compliance with the intent of the code as this pro TAS_100(A)_9s - Wind and Wind Driven Rain Resistance and/or Increased Windspeed Resistance of soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. requirements of Evaluation Report This product evaluation is limited elacompliance te scope section utol Florida• Product scope: the Florida Building Code, as r Approval Rule 61G20-3A01. and Conditions of Use" for this evaluation: limitations and Scope of "Limitations " contains technical Conditions of Use: This evaluation report for "Optional Statewide Approval" which include documentation, specifications and installation methods Limitations and Conditions of Use" cordance with throughoutthereportinacRule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is theauthoritytoapproveproductsunder "Optional Statewide Approval" Option for application outside "Limitations and Conditi ns of Use" specific Rule 61G20-3.005(1)(e) allows engineering analysis for"projectP approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". n Fiorddaca i ( ding on of the product as evaluated in this report and approved by Commissionisoutsidethescopeofthisevaluationand will be the responsibility of others. This product has been evaluated to a maximum height of 33 feet. Thisproductshallnotbeinstalledonroofslopeslessthan212. Refer to applicable building code for ventilation requirements. Design of support system is outside the scope of this report. FireClassificationisoutsidethescopeofRule61G20-3, and is therefore not included in this evaluation. Thisevaluationreportdoesnot evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) The manufacturer has demonstrated compliance of roof panel products in QualityAssurance: Code and Rule 61G20-3.005 (3) for accordance with the Florida Building quality manufacturingunderaqualityassuranceprogramauditedbyanapprovedassurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). B#: FL16568.IR1 Date: 2/25/15 Ropo No.:z mm'z u n+^, Page 4 of 7 MK4 2B"Off K geVent with Detacha eBaffle Components/Materials Ridge Vent: aterial Type 1:Steel by Manufacturer); Thickness: 26gauge (min.) Yield Strength: 4Dksi min. with Corrosion Resistance: In compliance . . . m ASTMAJ92coated, or ASTM A653G9Ogalvanized steel Material Aluminum^------ /m\ n Thickness: O.O25"(min.) AU« Y Type: 3105-H14 ct\ on 1507.4.3' Corrosion Resistance: |ncompliance with, F8CS Nominal Dimensions: Vvmzn: Lengths: Base Fastener: Purpose Type:. Size : Corrosion Resistance: Attaches Ridge Vent Base Flange toDeck Annular Ring Shank Roofing Nails 11gauge x1- z/2 11 Per FBCSection 15OG. 5 Per ASTM F 1667 ' Alternate Faste Purpose: Attaches Ridge Vent Ran to Hex-HeadVVuudScrew Type: 1/ 2"hnin\ OxI-/,_ .' Resistance: Per FBCSecdou1SO6and15O7/ 4 corrosionnStandard: Per ANSI/AS ME B 18.6.4 Roof Cement: Asbestos -free asphalt based roof cement e/SBSrubber Type: Application Size: 1/4" thick minimum DS4Og Per/J7MD3O19Type |U and 4STK4 FL#: R16S68.1n1 Date 2/25/15 waa n O|N= Report o,:z 0 3N` 8N:N J 8 N Uo n° page 5 of m,o»u n o u fl-w 5exLw_v jrC5r=ngineering Installation Method: installation: Refer todrav gsonPages 7ofthbrepo] Prepare deck opening bytrimming any shingles & nails that may interfere with ridge vent installation. t App roof cement tuthe underside, back and side flanges ofthe hdge\vem. Cement should be a 1/4"thick and extend 2" onto roof under|aymenz. (install ure sinstaUationguide|ines.) cementincompUancew hmanu1a position ventflanebeneathloosened shingles and align with deck opening. and secure with nails or screws spaced SUdebafOeor u|nwervoofvent flange4.oc ^ spaced and Attach deckvv hnai\sorscrewsspa . d 1-I/l" omeachend. Minimum fastener penetration thrubottom ofsupport, 3/16". install the "M&gI-2BOff Ridge Vent with Detachable Baffle" assembly in compliance with the installation method listed in thisreportandapplicablecodesectionsofFBC5thEdhion (2O The me hoddeschbedherein is in accordance with fac ure/s|nstaUo onmscruczmnx report. ..__ asasupplemental guide for attachment. Referenced 1 T/ OD J-95Te F8CO organization Tes n@(nc( noan ._-_) Architectural ."~ _ Dates 8/29/13 2. Quality AssuranceneCeotk ns Inc. (QUA 0:I8l*) By Keystone Millennium Metals Unensee#423 3' [ertifioationofIndependenceLBudmePE([ BUCKEng eerng By James . F8[organization # ANEl916) FL #: FL 16568.1 RI Date: 2/26/15 Report Nd,.: 15-104-MM-2B-ORV-ER-14 ErIgineering Page 6of7.*, CBUCK- NMK=xNN 1 - Cq UCK Inc. Certificate of Authorization #8064 structural rangineering Installation Method Millennium Metals, Inc. MMI-2B" off Ridge Vent with Detachable Baffle Attached to Wood Deck 4 1/8 MMI-2" Steel off Ridge Profile Drawings 12" 18-1/4" Side View (Not TO Scale) Typical.Fastener(s) 11 Gauge Ping Shank Roofing Nail OR 10 min. Wood Screws Shank Roofing B s Detachable Baffle Two piece system that slides into lower flange of vent and secured with fasteners Lower Slope spaced 4!'O.c. (Front) Typical Fasteners) 11 Gauge Ring Shank Roofing Nail OR 10 rnin. Wood Screws Plywood Deck 3" Higher Slope Back) Typical Side View (Not TO Scale) FL #: FL 16568.1 RI Date: 2/26/15 Page rt No.: 15-1G4-MM-2B-0RV-ER-14 CBUr t-e enllg Ina 7 of 7EL.K. CBUcK, Inc. Certificate of Authorization #8064 5pE=cIc Hj_j 5tTucfturcl E=nQir*E=rInc;) installation Method Millennium Metals, Inc. IMMI-2B" Off Ridge Vent with Detachable Baffle Attached to Woo . d Deck 1 1/2" o.c. 4!'o.c. 4!'o.c, Typical, Maximum Typical asten e s) 11 Gauge Ring ShankRoofing Base Flange OR 10 min. mod Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths 4 Ft 6 Ft 8 PL I PIAJa 10 FL 01 11 Typical Fastaner(s) 11 Gauge Ring Shank Roofing Nail OR 1 o min. Wood Screws Detachable — Baffle Two piece system that slides into lower flange of vent and seared with tasteners spaced 4'o.c. Typical Ridge Vent Assembly Isometric View (Not To Scale) ri MF=* G. 10200 Eastport Road Jacksonville, Fl 32218 877- 358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation Topreparerooffor installation it will be necessary to determine how many and what type of vents will be needed for the project Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installedaminimumof6" off the peak of the ridge. Cut out sizes are located below in Table 1-1. BRORTANT NOTE: AO NOT CUT INTO RAFTERS OR TRUSSES. when installing vents on an existing shingle roof remove shingles from the sides and top of the opening. RemoveanynailsthatinterferewithinstallingtheventThistypicallyincludesnailsthataretobe3" within the body of the vent Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement shouldbe1/a" thick and should extend 2" onto the underlayment The lower portion of the vent should already haveshinglesinstalleduptothecutopening. The lower portion of the vent should sit on the roof cement ShinglesshouldbeinstalledonthebackandsideflangesoftheventAllnailareasshouldbecoveredwithcement B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearanceof2-112" from the roof to the top of the vent Tile vent should be centered horizontally over the openinn& Off Ridge Vent Installation Chart Lensth Net Free Area (su inl Curt Out Size 4' 115 46" x 2-1/2" 6' 175 70" x 2-1/2" 8' 235 ' 94" x 2-112" Table X 110, 295 118" x 2-112" C. Fastening of the Off Ridge Vent 1) if using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent CareshouldbetakentoseeitisflushwithfrontflangeofventSecureasindicatedondrawing' shank nail 4" on 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring center. The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the comers of the vent Ndl must beASTMF1667 compliant in accordance with Florida. Building Code Section 15. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum Aluminum available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 . 0179 min ASTM A-755 Ptd Steel Commercial Steel T e B Ptd Aluminum (,025 min) ASTM B-209 * i4lmnimmcis mdy armHabk iWdx des<aclmble baffle due m Flaruk Prods-App-P-L Page 1 3/2/2018 Florida x' Product Approval j USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2017 FL# 17867 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 FL# IMP-9 Manufacturer Validated By. Status FL17867-R1 Revision Lott's Concrete Products Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Thuy H Huynh 813) 645-0166 Approved Hiskory. Approvea Dy utSrK. Approvals oy porn snap ue ievicwca one --.,r . , ........ w,, ..•••••••--•..•• •• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The Slate of Florida is an AA/EEO employer. copyright 2007-2013 State of Florida.:: Privacy a[ement :: AccessibilI 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: in '9 Credit Card Safe L,rrnc•/fflnririahuilrlinn nrnfnr/nr Ann Ict acnx 1/1 3/2/2018 Florida Building Code Online Florida r Product Approval USER: Public User Prod pproval Menu > Product or Application Search > gQplication List > Application Detail FL # FL17867-Rl Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Lott's Concrete Products Address/Phone/Email P.Q. Box 77125 Winter Garden, FL 34777 407)656-2112 precast98@aol.com Authorized Signature John Hoy jhoy@florida-engineer.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 d Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL17867_R1_COI_FES Letter of Independence.pdf Standard Year ACI318 2014 AC1530 2013 ASCE 7 2010 hftnc^/Iflnririahiiilriinn nrn/nr/nr ann dtl.asnx?naram=wGEVXQwtDat2ZOX6B2Y1Ut7sLOYPCCEHfitaXBIR74C9WKGZFr%2f1cg%3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Method I Option D Date Submitted 10/14/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products I FL # Model, Number or Name Description 17867.1 Lintel A 8" Precast / Prestressed Lintels Limits of Use Installation Instructions Approved for use in HVHZ: No FL1786 R1 I_FES Letter of jnstgllgtion,pd 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: FL1786 _Rl_AE.8in Sh ps and Load Tablgs.pQ FL1786 _B.1_t6.E_FES Letter of Evgluation 5in.pd FL1786 _R1 AE FES Letter of QCpdf Created by Independent Third Party: Yes Back Next CPUs :: 260I Blair Stone Road, Tallahassee FL 32329 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. !QQp_y_qgbt 2Q42-20j3 State gffj2dda_ :: ErLy4Ky Statement :; Accessibility,, Statgment :: Refund _5t mn t 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 Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click —here . Product Approval Accepts: rM W ION-, 19 M Credit Card Safe httnc-/Iflnrifiphtoil(iinnnrntnr/nr qnn ritipcny?n;4rim=wCFVXOwtDot2ZOX6B2YlUt7sLOYPCCEHfltaXBIR74C9WKGZFr%2flcq%3d%3d 2/2 kh in eering" Solutions i 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 — (Mail): PO Box 1238 (Physical): 12620 Curley St — Ste 105 San Antonio, FL 33575 — Ph: 3521588 — 5311 Fx: 3521588 — 5411 Web: www.tloCida-enqiheer.com A CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ' t-`_ Documented Construction Value: $ w Job Address: } Historic District: Yes N047) Parcel ID: Residential commercial Type of Work: Ne Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: info i4a . i-orl do.com Property Owner Information Name _ A_ Phone: Street: Resident of property? City, State Zip: Contractor Information Name Advantaae Plumbin , Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 _ State License No.: CF-0057881 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: 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, beaters, 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 NMCE 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 Lion 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 ail applicable laws regulating construction and zoning. Signature ofUwner/Agent . Not Owner/Agent's Name Signatvu+eofNotary-Stateo£Florida__ __---, . time Owner/Agent is Personally Known to Me or Produced ID Type of ID 3igoanm of ContractorlAgem ""-___.:_ ;_ 0 A. Thomas Smith Print Conft=tor/Agcm*3 Name s SignaIror t AAMw l Wamicka Smith Data NOTARY PUBLIC STATE OF FLORMA CorttrntttiCil9tl$ 8B i Expires 8I21=1 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, .w _ .._ _.. Mips. Occupancy Load: # of Stories: New Construction: Electric - # of Amps_"_,_,_, Plumbing - # of Fixtures Fire Sprinkler Permit: Yes M No # of Heads APPROVALS: ZONING - _ _ ..__ LMLITIES: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER I r I Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: s j. Job Address: I CHistoric District: Yes No Parcel ID: Residenti4_10, CommercialEl Type of Work: Ne%'K AdditionEl AlterationEl Repair DemoEl Change of UseF] Move Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Namecl '- Phone: _qc) Street: ud Li 14 Resident of property? City, State z ip, N 1) 191ontractor Information Name Phone: Street: Fax: City, State Zip: 9 State License No,: EL' -- 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 herebymade 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 Iunderstandthataseparatepermitmustbesecuredforelectricalwork, 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: 5'4 Edition (2014) Florida Building Code Revised: June 30, 2015 Pemit 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 front 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 will be done in compliance with all applicable laws regulating construction and zoning. Signature Of OwneriAgcnt Date Owftcr/Agcrit's Narne z)ignatuyc oi Notary -state of I_'lor1d2 Date - -_ Owner/Agent is —_ Personally Known to Me or Produced ID — Type of ID I1.9naturc ofContraclorlAgent Date E P Ont ontractor;Agent's Name Signature of Notary -State of Florida Date PAMELA S TERNUS Commission # GG 110622 Expires August 7, 2021 OF F BONO ThAt 44494a f4QW, y SoryjM& Contractor/Agent isPersonally Known to Me or Produced ID - Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building n Electrical [:] McchanicalE] Plumbing[] 6asn Roof n Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: YesE] No F] # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: YesE] Non WASTE WATER: BUILDING: Revised June 30, 2015 Pettit Application j 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: Historic District: Yes No Parcel ID: tt-- --tt Residentialo Cott--mttmercial L j Type of Work: New . Addition AlterationEl RepairEl Demo Change of Use El MoveEl Description of Work: uo e i~.., Plan Review Contact Person: !_ Title: Phone: `f? - j (>t Fax: - 5_ Email:IfltiG Y' (so' Property Owner Information NameW Phone: Street: Resident of property? : City, State Zip: RR Contractor Information r Name t--A,, c tY— Phone: -i ( - Street: Ts 13 Fax: L p^ City, State Zip:; r%. State License No.:Cko3O Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Bonding Company: Address: 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: 511 Edition (2014) Florida Building Code Revised: June 30, 20I5 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 ttwork will be done in compliance with all applicable laws regulating construction and zlop4of.'' Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Signature Owner/Agent is Personally Known to Me or Produced ID Type of ID of Contractor/Agent t Date t*Y' CHERYL 0 AKERS MY COMMISSION # FF998962 EXPIRES June 05, 2020 407) s"-Q sa Ptw,0allow Svfv1f s.vwn Contractor/Agent is _%cf'Fersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ElectricalEl 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: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 0 STATEWIDE 1-888-831-2665 q' State Cert CAC032448 DEL -AIR NEIMNG , AM CONMnIIIIIIIIING SAWGRASS OPT POOL BATH SHOWER 3.5/2.0 15.0 5 9,373.00 SAWGRASS OPT STUDY 3.5 / 10 15.0 4 9,332.00 SEAGATE VERSION 111 3.0 L5.0 3 4,977.00 SEAGATE VERSION III OPT BATH 2 3.0 15.0 4 51139.00 SEAGATE VERSION III OPT BONUS 3.5 15.0 3 6,530.00 SEAGATE VERSION III Olyr BONUS BATH 3.5 15.0 4 0,592.00 SEAGATE VERSION III OPT BONUS BDRM 3.5 15.0 4 1$6,702.00 SEASIDE 4.0 15.0 4 W779.00 SEASIDE OPT OFFICE 4.0 15.0 4 51926.04) SEASIDE OPT POWDER 4.0 15.0 5 5,901.00 SUMMERLAND 3.5 115.0 4 5,747.00 SUMMERLAND OPT BATH 2 3.5 11..0 5 5,89(im) SUMMERLAND OPT BDRM 5 3.5 115.0 5 1$61019.00 NOTE: PRICING BASED ON NEW CODE. THE DUCT LEAKAGE TEST WAS REQUIRED TO PASS NEW CODE. Pricing valid for (6) months JOB NAME: Standard Series - Revised Page 3 of 4 Equipment to be GOODMAN 15 SEER Heat Pump Pricing includes bath duct with standard bath fans, (1) dryer vent box, (1) dryer venting through roof, programmable thermostat (TH6320U1OOODAG), and a 2r'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 MD6S. 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, I 1\ \ ( S I'\ I I. (A R .I J( .!I \('10'448 431 ( OMSCO lA VA Cust Initials PjRNISHEr): Lot 89, KENSINGTON RESERVE, os recorded in Plat Bool< 81, Records of Sc-t-ninote, County, Florida, C 17FFW-H) _T0; t e313iKorrroonDon Khon,- NVR Inc.. dbo RyanRTII Gi,jcjronty Company; NVR Settleo-)ent Services, /nc.; [WRA4 1"Gli, Jo BALM HAMMQl,'f< ALL01MENT PLAT POOK 1, PGS 104-105 W-C, 1 12" LP. N00'1 9'09 If REG. 1 12" I.H. NO11 0 40.00' NO'FO 1, 01' 89 1 23, 5 7' 23,5 7 C, 33. 4 0 1; 5.00, PA T I 5. 00* 5.00' 30, 0' 3. 5'x3.5' AC PAO ui 7 OVO _S I (,'I? Y 1-01, 88 Q) RFSIOENCC k() Q) Q) Q) 0) IF) 5- 774 COA(OLE'( "00, '6 COVO. 1j, 00, 1 8,7' BRICK uo o Loo P b c P5- t-S 44- ___ 2 1.3' 5- 00' WAIK - 16' 37. 53. O 13f?, fCKC !Ili R 25. 20' 25,20' 0, 2 10' UTIL FSMI 0'fl 3 4 2.9 2' Or 0 A SET Tp. 4' WALK (AEC. 112' 1 R, No 1. 0. N00' 19 09 TV` 40. 00' 50' PHIV4TE RIW) CRAN11111 Dol/riv 1100P ELEVAPOR4S FRONT LL QT J PEAR 20, jl(All Ai-O A CAi-UL,A71( N FLOW IMPERVIOUS COVERAGE 7: 2,2,30f SQ01ARF FEET OR 48,5% SIOE =5' FOP 4', CONTAINS 4,6001 SQUAf-,E- tEET 51OF 7 5 LIVING AREA CONTA1,548± SQUARE FEET y () _E 0 1.1 Al Pi' ll PLANS 3 1. 0' 0/'& Lol M CONC LANA11PORCH CONTAINS 6821 SQUARE FEFT SIDE C --- '11A V/_) SUR l-SIC0711' c_ ASSOC, IN FL. 32807 407)-277 32,32 FAX 00 F. COLONIAL DR. ORLAN00, 5 L. PMNT (,N L114f, 11 1 YP I CAL N01(S I Tlfr UNDEPIGNEO DOE' HEREBY CiRlIFY MAT 1141S SURVEY MEETS IHF STANT)AP05 Or PRACTICE SET i0RD, 0I ll,i f.SSI0FAL - 17 FLORIDA AOMINISTRATIVE. CODE PUPSJANI TO SLCO(W 41 2k z, I I All PROF SURVEYORS AND MAKERS IN CNAPTER Sj RADIAL 2, UNLESS CMpOSSEO syllit SURVEYOR'S SiGNANHE AND OROGINAt. R4/,';FO SCAL, THIS SURVEY MAP OR COPQS ARE NQf VAte,, I' NUN- ADIAL w VIT S flo;l N11' PREPARED FROM ONE INI ORWAPOO FURNFSNEO TO NfE` $UPVLYOR, THERE MAY BE ()UifP FQ S rr` C:t I T 5SSURVEYWASl _MT CA, ' i(,ATCl) (.)P EASLkff DIAT AFFECT THIS PRO -N LOCATED PP14 P( -CIT li'Ic"c"CE 4 NO ONOFN(ROUNO IV(lPOVlV4ENIS HAVE Ptj UN(,rSS OPICRIAISE SHOWN, FINISHED F IN 5, THIS SURVEY IS PREPARED FOR THE SOLE OfNiEff OF TNOSe CERNFIfU TO AND SHOULD NOT BE REU(c) uPor, 11, N oolf,e L(JORC,FVA INN D,". DUII DING SFTDAC K L R. BENiOCNAPK 6 DIMENSfON; SHOWN FOR THE I_C)CAJIQN OF' IMPROAMEAPS HEREON SHOULD NOT BE USED TO P[CONSD?UCT PASE DE. F?Mc, I BEARINGS, ARE BASED ASSUMED VATOM AND ON THE LINE SHOWN AS BASE NEARING (B.Bj 8 Et OVATIONS, IF SHOWN, ARE BASED ON NAW)"Al, GECOFTIC VERTICAL DATUM Of 1929, UNLESS OTHERWISE 40ilb 9. CERTIFICATE OF AUTHORIZATION No 4596, 20 - DRAWN Oy 5CAI E7) PY: PLC' I PLAN 02 19 , I LI F _ -0PX3OARP FOUNDAI Ofqlt LCVS NORTil / FWAI!_ LEVS 10 7 ';1 f/,, F£ O W) TITANS, AS PER "VIRM" 1IA0 # 12117C00901' ( 09 2,'i-o, rJl.s 41 43ol