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Home My WebLink About3646 Crawley Down Lp- 18-1579; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 BUILDING APPLICATION #: 18-10000544 BUILDING PERMIT NUMBER: 18-10000544 DATE: June 18, 2018 r-1sr)9 3 t`7, o'er a CA UNIT ADDRESS: CRAWLEY DOWN LOOP 3646 17-20-31-5VC-0000-0410 ' S /- 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: 3646 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing N/A 705.00 1.000 dwl unit 705.00 Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PAR NA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUSTCOPIESEET THE OF RULESEGOVERNINGSAPPEALS F THE MAYNBE LAND DEVELOPMENT 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. nV 1 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE O REQUEST FOR TUG & PREPOWER AGREEMENT 4 ALL RESIDENTIAL PROPERTIES t Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 1Z Project Name: Kensington Reserve Project Address: (41--, a0 A,,_-, 0teN--) L0451l Building Permit M Iq + ( 51 9 Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: I. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AH.I). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Name f Owne /Ten Signature of ner/Tenant Robert Lattanzi - Ryan Homes Print Nam o en. Co tra Signature of Gen. Contractor CBC1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of El. Contractor EC0003096 El. Contractor License # JURISDICTION EMPLOYEE NAME: RTRISDICTION: CALLED INTO: o Progress Energy o Florida Power and Light on Rev.02/10/15) Iv THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 T?-f)t) rwp "" I tSvn NOTICE OF COMMENCEMENT Permit Number. 18-1579 Parcel ID Number: 17-20-31-5VC-0000-0410 GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 915' Ps 1810 (11`9s) CLERK'S r 2018070143 RECORDED 1.I6/19/2013 02:49t 13 P11 RECORDING FEES $10-00 RECORDED BY hde,-..:.)ra 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 # 41 of Kensington Reserve 3646 Crawley Down Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA Address: 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA Address: Amount of Bond: 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: Dayna Whitson Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. w lure of Oor Lessee, or Owners or Less"'b AuthOwnerorized Officer/Director/Partner/Manager) Dayna Whitson Assistant Secretary Rent Name and Provide Signemys Tlue/Olfice) state of Florida County of Oranges The foregoing Instrument was acknowledged before me this 19 day of by Dayna Whitson Who Is personally known to me Name of person making statement who has produced Identification 0 type of Identification produced: 1PACYLEMUMMLD L\` Is / (; S QN A g'j5012Notary SIr 4 pipIRE3 pdober 06.2019 y MAR D CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 7- 1 5'-I- Documented Construction Value: $ 5,042 Job Address: 3646 Crawley Down Loop Parcel ID: 17-20-31-5VC-0000-0410 Type of Work: NewEA Addition Alteration Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Phone: 407-692-9831 Fax: Historic District: Yes No 0 Residential X Commercial Repair Demo Change of Use Move Title. Production Admin Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/ Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/ A Phone: 407-774-6078 Fax: E- mail: brian@abdesigngroup.com Mortgage Lender: Address: N/ A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application r 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 1CC 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. 1 3/22/2018 Signature t Date Tracy Mc bald Print Owner/Agent's, Name 00, I 3/22/2018 Signature of Notary -State of Florida Date PVe,., MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 rI'll EXPIRES: January 17, 2021 Fo; e\,o?Bendatl Thru Budget Notary Services 41y3/22/2018 Si at o o for/Agent Date Tracy McDonald Print Contractor/Agent's Name 3/22/2018 Signature of Notary -State of Florida Date Ay vipers. MEAGAN LYNNE FOWLER cMY COMMISSION k GG 063253 y' P• EXPIRES: January 17, 2021 It OF 010Banded Thru Budget Notary Servloas Owner/Agent is _x Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced 1D Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [R Electrical© Mechanical © Plumbing® Gas[]Roof I Construction Type: Vs Occupancy Use: Flood Zone: X- S c* hT'r- Au lD Total Sq Ft of'Bldg: Min. Occupancy Load: 1-1 # of Stories: Z New Construdion: Electric - # of Amps Z,r90 Plumbing - # of Fixtures 119 Fire Sprinkler, Permit: Yes No R # of Heads APPROVALS ZONING: UTILITIES: _ I ENGINEERING: Nmr(_ 4-U-M FIRE: COMMENTS:I_ Ok to construct single family home with setbacks and impervious area shown on plan. 35.101.:rlp. ca- QS Fire Alarm Permit: Yes Noig WASTE WATER: BUILDING: '% Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: ELECTRICAL'P:ERIVIIT. Min I.Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final WOMB N6 E Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIECH NIC7A PERMIT :`"'.. , Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 dUjd CITY OF SANFORD PON, MAR - BUILDING & FIRE -PREVENTION PERMIT APPLICATION 11 Application No: - r7ff Documented Construction Value: $ 91,032 Job Address: 3646 Crawley Down Loop Historic District: Yes No 0 Parcel ID: 17-20-31-5VC-0000-0410 Residential 0 Commercial Type of Work: NewEA Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 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 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: Sn' Edition (2014) Florida Building Code Revised: June 30. 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 3/22/2018 Signature t Date Tracy MkDrenald Print Owner/Agent's Name 3/22/2018 Signature of Notary -State of Florida Date MEAGAN LYNNE FOWLER MY COMMISSION IV GG 063253 F,`!' EXPIRES: January 17, 2021 OF F%Fe 6ended Thru Budget Notary SOMM 3/22/2018 Sig(at o o for/Agent Date Tracy McDonald Print Contractor/Agent's Name 3/22/2018 Signature of Notary -State of Florida Date o,%Y?ts',, MEAGAN LYNNE FOWLER MMY COMMISSION g GG 063253 EXPIRES: January 17.2021 or rip n9r4ed Ttuu Budget Notary SenAces 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: Occupancy Use: Total Sq Ft of Bldg: 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:. T4 y"3 Af WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 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: 3646 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0410 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) O -FIC71A USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway K The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-1579 Reviewed by: Michael Cash, CFM Date: April 26, 2018 Application for Paved Driveway, Sidewalk or WalkwayVIncluding Right -of -Way Use & g g y 1877- Landscaping in Right -of -Way www4onfordn.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 res..AvlYsOdoYr size and location of the existing right—of-way and use shall be provided or application could be delayed. caile.ra.roneq 1. Project Location/Address: 3646 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: 9 Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: Construction of New Single Family Home This application Properly Owner: Signature: Address: 430 by: Rd #H-20 Orlando, FL 32811 Print Name: Tracy McDonald Phone: (407) 692-9831 Fax: Email: trmcdona@nvrinc.com Maintenance Responsibilities/Indemnification Date: 03/22/2018 The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pennittee 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 aocordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersons, 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 rend a dderstand the above statement and by signing this application I agree to its terns. Signature: Date: 03/22/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours In advance to schedule a pre -pour Inspection. IPre -pour Inspection by: Date: I Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Special Permit Conditions: Date: November 2015 ROW Use Driveway.pdf 3/23/2018 SCPA Parcel View: 17-20-31-5VC-0000-0410 f\ oRRl aAPPnEEun. t FAyyPAPPRAISER tc.o+at oounrrv, Legal Description LOT 41 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Property Record Card Parcel: 17-20-31-5VC-0000-0410 Property Address: 3646 CRAWLEY DOWN LOOP SANFORD, FL 32773 Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 _ Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 67,000 14,000 Land Value Ag Just/Market Value " 67,000 14,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj Assessed Value 0 67,000 0 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 67,000 0 67,000 Schools 67,000 0 67,000 City Sanford SJWM(Saint Johns Water Management) 67,000 0 67,000 67,00067,000 0 County Bonds I $67,000 0 1 $67,000 Sales Description Date Book Page Amount Qualified Vac/Imp No.Sales Find compar" Salas Land Method Frontage Depth Units Units Price Land Value LOT I 0.001 0.001 1 I 67,000.00 I $67.000 Building Information Permits Permit it Description Agency Amount CO Date Permit Date http://pareeldetaii.sepafl.org/PareelDetailinfo.aspx?PID=1720315VC00000410 1 /2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: g I hereby name and appoint: Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attomey-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): permit and application for work located at: Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: Signature of License B STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this day of , 200-P by Robert Lattanzi who is ®person lne or o who has produced identification and who did (did not) take an oath. Notary Seal) MEAGAN LYNNE FOWLER MY COMMISSION x GG 063153 EXPIRES: January 17.1021V".."Feer4fA Thn+ Bud99l Nolary Sew Rev. 08.12) Signature MEkG" POw1069 Print or type name Notary Public - State of Commission No. My Commission Expires: as SQ.FT. CALCA 1ST FLR LIVING 1264 bQ FT. 21,4p FLR LIVI O 1)96 661 FT. TOTAL LIVING 1560 6Q FT. EN1Rr 114 bQ FT. GARAGE 453 bQ FT. LANAI 242 bQ FT. TOTAL 3369 bQ FT. Coraar MoC ACCSU IM LOAM we LaoENKSM fMosommaim Gll• I MA aL MM R me wLpL O I D B• x -0' 19' 64' S 26D3-32N 2 24 3M OR 36' W 4 30AW-3116 3 B 26-M IV V' 4 305v-3371 4 D 26-M 3M T, S vsv-wm S 50 43) 2S-6N IY 63' S 26"-33A M 50 66M GW v 4 26691.3U9 6 33 2) 23-M 16' 63• 4 323 1 11 2!-bW 36' 63' S wsv-3336 6 0 2S-6W 36' 63' 4 30DH-WW WIND DESIGN CRITERIA A BASIC wM SFEED MPH 13 SECOND GUST) VLLT.W ) VASD.IV PV-I4 D. NTERUiL PREMAM CCBfICENT— m 4 RfSK CATEflORT.TYPE 11 D. DC°ODUIE CATEGOW C MM, VALUES FOR COP¢: HUM 4 CLADDING FREESIA?£ ARE BASED ON THE Wit DESKN WM 6P®. FBCR 6474 m. (2011) ALLOAD TWW I'MOS l" TO m MLTIPLMO B7 04 TO MMT TM !L LCUL40' E OR NOMHAL TESTED VALLE& USED BY PRODUCT MANFA MIER6. IIOR I. FMM TO ORTYLLL WALLATKN CM ALL FR4 M 19M90 rO FAM DF RM ROOK al E SPRAT® AIO MAUD IV %WAfr A M MM MAUD GFPAr I 3 In' C 17d G CABINET SECTION IW O n CABINET SECTION a) HEADER DETAIL A II II II ta toPulw I1 COVERED LANAI 21'-ISUI'-4' 1 MORNING RN, I I 7r 4 NAo 6 18 I 0 n,,-0.,M..6. r-4• m a I I 14'-0' T-4• 1._1®. 1,_6. 3._4, y II II I I W 25-5140 HHH 1 s3 c 1 O79•-2• 1 m• 6•-I0• clRrt9 9 GRRIT ROOM I D* I q Mo11T-e m rcA4Nr u 1 tiLE) o 1EITCHKN- 04MR) 4r W34 M DBL STUD OPL 0 RALWS 4'•4' S'-6' 5'-0' 2'-I 2'-10' 5'-6' S'-B' 4 3'-0' DI L 6M) Lew wr Lbm m I c 0 Wore . . D p Pm. m a0iiiiri1 DbL 5 I 1 ,AP4 LOW4x1 POET9IIIIDELSAID s r II (TM 1DR TaKLIIIIG L---1JJ R/T m 6'-0' 3'-0' 4'-2' A I I c Y C0. 6 I 1 LT. 2-CAR GARAGE 0 I DUM IIr4 g Tr + Oa IFS, E) II O T II 4 1'-9' I V-2- 3'-5.1 GI c m V4* CX& I I WL - ILOEMMYI6-o' x r-0' OWfD 9 m----- FIRST FLOOR PLAN SCALE: 1/4 . I'-C' ELEVATION 'C' Gr ups 1N11L ROMALD RMUN KVD. LOMCWOOD rt7277D MI 407.774407t FAAL.407-7744MObd.WVW 4- AA f. 000axa voo o. ii SUBDTV. 4It LOT: KENSINGTON RESERVE LOT/41) MODEIa SANTA ROSA VERSION/OI) PROJECT#. 02997.000 PAOIL FIRST FLOOR PLAN IDATM 3/7/16 SCAL1D 1/4-=1'-0- HMENT 3 OF 9 OON'OBR AID OLAWM IUD LIM" MEO UD ES'O&W FVt6EtoC DOAsls GILL• Scorn INADR m — DOE tONMMD RXIFACEtom0 tmrt I B fi 3950-614 36' 6P 5 11061-1103 J B a 36' 6r 1 3106,.33.T6 3 BfECsqft 96' 6r 3idB/-3111b 1 140B-% w Ir 1 XM-3 M 5 B 16. IN. 5 3106,-4W 6 B EC68 36' br 1 3106/-3316 BIND DESIGN CRITERIA A. BASIC WND 'SPEED rlPW t3 SECOND GUST) WLT•150 / VASO.116 rIPW B. INTEYRNAL FMS&JE QWFKMW-• )S G RISK CATEGOW-TYPE 11 D. EJE'OStIM CATE60R7 C NOTE. VALIES FOR C0PIPCH NTS 1 CLADDING PREOGU E AIR: BASED CH THE VUX PESCH SDm SPEED . F0CR 6TN ED. (2on) ALLOWO THESE PIE'SSU ES TO BE 17LTIPLIED BY VA TO MET THE At I Hued a OR NMKAL TESTED VALUES USED B7 Pf=UCT MNiFACROME S. It01Ft F MW TO ORMU WALLATM Of ALL RtVM I8EINI ro FROt WE OW ROCK WILL E SFRAT® AO MAIM W 40RATF A IMM HEAT® SWAT SECOND FLOOR PLAN SCALE. 1/4 . I'-V' ELEVATION 'C A It t N I T E t T l Design GrouirlI. 1M1 IL" LLD 1"""BLYO. Lom"o"0. R 32750 M 07.17K07& U0TM .7707A IIIII(Iwp00m M • 00=5 annnnn E 8 8 E 0 t c Z 9TTHDIV. Ac LOT•. KENSINGTON RESERVE IDT#a1) MODEL: SANTA ROSA VERSION/01) PROJECT& 02997.000 PAOE: SECOND FLOOR PLAN DATE: 3/7/18 I3CALIL 1/4'=I'—O' E/!>taT 407 9 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot4l Kensington ReserveSanta RosaCGLW Builder Name: Ryan Homes 3646 CRAWLEY DOWN LOOP Permit Office: SA F RDCity, State, Zip: SANFORD, FL, 32773 8Street: Permit Number: > - 15 7( n- Owner: Jurisdiction: 691500DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2658.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft2 b. Frame - Wood, Exterior R=13.0 1088.00 ft" 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 347.67 ft' 4. Number of Bedrooms 3 d. N/A R= n: 10. Ceiling Types (1392.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1296.00 ft= 6. Conditioned floor area above grade (W) 2327 b. Knee Wall (Vented) R=19.0 96.00 W Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(296.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH• Main 6 512 a. U-Factor. Dbl, U=0.35 243.35 fl' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 48.00 ft' 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 5.00 ft' SHGC: SHGC=0.31 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 6.091 ft. Area Weighted Average SHGC: 0.290 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1601.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1296.00 ft' b. Conservation features b. Floor over Garage R=13.0 305.00 ft' None c. N/A R= fl' 15. Credits Pstat Glass/Floor Area: 0.127 Total Proposed Modified Loads: 67.71 PASSTotalBaselineLoads: 68.10 1 hereby certify that the plans and spe ifications covered by Review of the plans and F'HE STgT this calculation are in compliance the Florida Energy specifications covered by this Code. calculation indicates compliance h i„''' ; •r+ a J OwiththeFloridaEnergyCode. s o PREPARED BY: ` Before construction is completed w C DATE: 3-51AR Srof Pratt this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. 1 with the Florida Energy C de. CAD WE•t J OWNER/AGENT: BUILDING OFFICIAL: DATE: 3/12/2018 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 6.50 ACH50 (R402.4.1.2). 3/9/2018 6:02 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot41 KensingtonReserveSant User 1 Ryan Homes SANFORD 691500 Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 2327 Total Stories: 2 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan- No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 41 KENSINGTON RESE 3646 CRAWLEY DOW Seminole SANFORD , FL, 32773 CLIMATE V Design Location TMY Site Design Temp 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2327 21641.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2327 21641.1 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main 2 Slab -On -Grade Edge Insulatio Main 131 ft 0 305 fl' 13 1296 fl' _-- 0 0 1 0.38 0 062 ROOF J # Type Materials Roof Gable Roof Area Area Color Solar SA Emitt Absor. Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1791 ft' 400 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1601 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 2 3 Knee Wall (Vented) Knee Wall (Vented) Under Attic (Vented) Main 19 Batt Main 19 Batt Main 38 Blown 36 ftz 0.11 60 ft' 0.11 1296 ftz 0.11 Wood Wood Wood 3/9/2018 6:02 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below 9 Ornt To Wall Ty Space 1 W Exterior Frame - Wood Main 13 40 0 8 0 320.0 ft2 0 0.23 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 5 0 9 4 46.7 ft' 0 0 0.6 0 3 W Exterior Concrete Block - Int Insul Main 4.1 14 0 9 4 130.7 ft" 0 0 0.6 0 4 S Exterior Frame - Wood Main 13 34 0 8 0 272.0 ft° 0 0.23 0.6 0 5 S Exterior Concrete Block - Int Insul Main 4.1 22 0 9 4 205.3 ft° 0 0 0.6 0 6 S Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft2 0 0 0.6 0 7 S Exterior Concrete Block - Int Insul Main 4.1 12 0 9 4 112.0 ft' 0 0 0.6 0 8 E Exterior Frame - Wood Main 13 35 6 8 0 284.0 ft' 0 0.23 06 0 9 E Exterior Concrete Block - Int Insul Main 4.1 1 6 9 4 14.0 ft2 0 0 0.6 0 10 E Exterior Concrete Block - Int Insul Main 4.1 19 0 9 4 177.3 ft' 0 0 0.6 0 11 E Exterior Concrete Block - Int Insul Main 4.1 19 6 9 4 182.0 ft2 0 0 0.6 0 12 N Exterior Frame - Wood Main 13 26 6 8 0 212.0 ft° 0 0.23 0.6 0 13 N Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft' 0 0 0.6 0 14 N Exterior Concrete Block - Int Insul Main 4.1 16 0 9 4 149.3 ft' 0 0 0.6 0 15 Garage Frame - Wood Main 13 37 3 9 4 347.7 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 25 3 8 24 ft' 2 Wood Main None 25 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangJOrntIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 0.35 0.29 N 45.8 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 2 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 38.5 ft2 6 ft 0 in 0 ft 2 in Drapes/blinds Exterior 5 3 E 8 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ft2 1 ft 0 in 1 ft 2 in None Exterior 5 4 E 8 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft' 1 ft 0 in 1 ft 2 in Drapes/blinds None 5 E 10 Vinyl Low-E Double Yes 0.35 0.29 N 48.6 ft2 1 ft 0 in 1 ft 4 in None Exterior 5 6 E 11 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft' 12 ft 0 in 0 ft 2 in None Exterior 5 7 N 12 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ft= 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 8 N 12 Metal Low-E Double Yes 0.62 0.29 N 48.0 ft2 21 ft 0 in 0 ft 2 in None Exterior 5 9 N 13 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ft2 1 ft 0 in 10 ft 11 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 453 ft= 453 ft' 66 ft 9 3 ft 1 3/9/2018 6:02 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FnRM R405-2017 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000384 2344.5 128.71 242.05 .3452 6.5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split 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 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Carl # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply -- V # Location R-Value Area Return -- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 512 ft2 Attic 128 ft' Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Coolin (( Jan (( Feb Mar Heating (X] Jan (X] Feb X Mar Ventin [ ] Jan [ ] Feb X Mar Ceiling Fans: r ] A r I Ma rl Jun X] Jul jX] Au rl Se [ ]Oct Nov Apr May Jun ] Jul [ ] AuSep [ ] Oct Nov X] A r May Jun ) Jul [ ] Aug Se [X] Oct HNov Dec Dec Dec 3/ 9/2018 6.02 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 6 Hours 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 3/9/2018 6:02 PM EnergyGauge® USA - FlaRes2017 Section R405.4 1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 3646 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 W) 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: New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Exterior 1 c. Frame - Wood, Adjacent 3 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 2327 b. Knee Wall (Vented) Area c. N/A 243.35 ft' 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 48.00 ft' 12. Cooling systems 5.00 ft' a. Central Unit ft' 6.091 ft. 0.290 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1296.00 ft' b. Floor over Garage R=13.0 305.00 ft' c. N/A R= ft' 13. Heating systems a. Electric Heal 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 comaliarA-features. Builder Signature: Date: 3/12/2018 Address of New Home: _(Cra ley Down Loop City/FL Zip: 32773 Insulation Area R=4.1 1222.70 ft' R=13.0 1088.00 ft' R=13.0 347.67 ft' R= ft' Insulation Area R=38.0 1296.00 ft' R=19.0 96.00 ft' R= ft' R ft' 6 512 kBtu/hr Efficiency 38.5 SEER:15.00 kBtu/hr Efficiency 38.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat 0414E S7 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. 3/9/2018 6:02 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: 3646 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 IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 3/9/2018 6:02 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Pagel of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct lightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be 'substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods. Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage lest shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41'C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 3/9/2018 6:02 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'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100"F to 140'F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 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 Umin. a. When tested in accordance with HVI Standard 916 3/9/2018 6:02 PM EnergyGaugeO 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. 3/9/2018 6:02 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 (Mandatory$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. 3/9/2018 6:02 PM EnergyGauge® USA - FlaRes2017 - FBC 61h 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: Lot41 KensingtonReserveSantaRosaCGLW Builder Name: Ryan Homes Street: 3646 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sarinkler cover plates and walls or ceifinas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICCAUU. 3/9/2018 6:02 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Manual S Compliance Report Job: Lot4l Kensington Resem.. wrightsoft' Date: 3/31/2015 Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM Project• • For: Ryan Homes 3646 CRAWLEY DOWN LOOP, SANFORD, FL32773 Cooling Equipment Design Conditions Outdoor design DB: 92.50F Sensible gain: 31624 Btuh Entering coil DB: 77.60F Outdoor design WB: 76.20F Latent gain: 5239 Btuh Entering coil WB: 63.70F Indoor design DB: 75.0°F Total gain: 36863 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: 32718 Btuh Latent capacity: 5885 Btuh Total capacity: 38603 Btuh Model: GSZ140421K+ASPT47D14A 1030/6 of load 112% of load 1050/6 of load SHR: 850/6 Heating Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 28338 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 34729 Btuh 123%, of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 8.3 kW 1000/6 of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Entering coil DB: 69.1°F Capacity balance: 35 OF Economic balance: -99 OF wrlghttsoft• 2018-Mar-09 17:44.09 Right-Sulle® Universal 2018 18.0.10 RSU23828 Page 1 osaCGLW\Lo141KensingionReserveSantaRosaCGLW rup Calc - MJ8 House laces: W Component Constructions Job: Lot4lKensington Reserv... wrightsoft• P Date: 3/31/2015 Entire House By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM For: Ryan Homes 3646 CRAWLEY DOWN LOOP, SANFORD, FL32773 Design Conditions Location: Indoor: Heating Cooling Orlando/ Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 16 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain IF BWh/IP•'F tP-•F/BWh BWIA/IP etuh BWh/ft' 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 int fnsh 16B- 19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions 12C- Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board ini fnsh, 2"x4" wood firm, 16" o.c. stud Windows 2A- 2om: 2 glazing, clr low-e ouir, air gas, mtl no brk firm mat, cir innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.08 ft window ht, 1.17 it sep.); 6.67 ft head ht 2A- 2om: 2 glazing, Or low-e ouir, air gas, mtl no brk frm mat, cir innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 10.92 ft sep.); 6.67 ft head ht 2A- 2omd: 2 glazing, Or low-e outr, air gas, mtl no brk frm mat, cir innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 21 ft overhang (8 ft window ht, 0,17 ft sep.); 6.67 ft head ht 2B- 2fm: 2 glazing, clr low-e outr, air gas, mil no brk frm mat, cir innr, 1/ 4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (1.25 ft window ht, 1.17 ft sep.); 6.67 ft head ht n 242 0.091 13.0 2.52 609 2.85 687 e 264 0.091 13.0 2.52 665 2.85 751 s 272 0.091 13.0 2.52 686 2.85 774 w 274 0.091 13.0 2.52 691 2.85 781 all 1052 0.091 13.0 2.52 2651 2.85 2993 n 171 0.201 0 5.57 954 5.29 907 e 292 0.201 0 5.57 1624 5.29 1544 s 420 0.201 0 5.57 2338 5.29 2224 w 114 0.201 0 5.57 637 5.29 606 all 997 0.201 0 5.57 5553 5.29 5281 e 36 0.049 19.0 1.36 49 2.66 96 s 30 0.049 19.0 1.36 41 2.66 80 all 66 0.049 19.0 1.36 90 2.66 176 330 0.091 13.0 2.52 831 1.45 479 n 31 0.350 0 9.69 296 10.5 319 e 15 0.350 0 9.69 148 29.0 442 w 46 0.350 0 9.69 444 29.0 1325 all 92 0.350 0 9.69 887 22.8 2086 n 33 0.350 0 9.69 317 10.5 342 n 48 0.620 0 17.2 824 16.9 812 e 5 0.340 0 9.42 47 30.4 152 wrightksofft' 2018- Mar-09 17:44 09 Right - Suite® Universal 2018 18.0.10 RSU23828 Page 1 osaCGLW\ Lot4lKensingtonReserveSantaRosaCGLW.rup Calc - MJ8 House faces: W 2A-2om: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, a 49 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 If overhang (5.3 ft window ht, 1.33 If sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mil no brk frm mat, clr innr, a 33 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 12 If overhang (5.3 fl window ht, 0.17 ft sep.); 6.67 fl head ht 2A-2om: 2 glazing, clr low-e ouir, air gas, mil no brk frm mat, clr innr, w 39 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 6 ft overhang (6.3 If window ht, 0.17 If sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type w 24 0.390 n 18 0.390 all 42 0.390 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1569 0.026 gypsum board int fnsh Floors 20P-131: Fir floor, frm flr, 12" thkns, r-13 cav ins, gar ovr 306 0.068 22A-tpl: Bg floor, light dry soil, on grade depth 131 0.989 A:o.W..NW eRi ht•Suite® Universal 2018 18.0.10 RSU23828 AZK. osaCGLW%Lot4lKensingionReserveSantaRosaCGLW rup Calc = MJ8 House faces: W 0 9.69 475 29.0 1420 0 9.69 317 10.5 342 0 9.69 377 14.8 576 0 10.8 259 12.0 289 0 10.8 193 12.0 215 0 10.8 452 12.0 504 38.0 0.72 1130 1.41 2217 13.0 1.88 575 0.98 298 0 27.4 3589 0 0 2018-Mar-09 17:44:09 Page 2 Project Summary Job: Lo141Kensington Reserv... wrightsoft' Date: 3/31/2015 Entire House By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407.333.3853 Web: WWW DEL -AIR COM Promect Information For: Ryyan Homes 3646 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: L.S. 03-09-18 SRP Weather: Orlando/Jetport, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 22818 Btuh Ducts 5520 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 28338 Btuh Infiltration Method Construction quality Fireplaces Area ( W Volume( ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heatin2327 Co 2327 22673 22673 0.41 0.21 155 79 Sensible Cooling Equipment Load Sizing Structure 22853 Btuh Ducts 8771 Btuh Central vent ( 0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer' s data y Rate/swing multiplier 1.00 Equipment sensible load 31624 Btuh Latent Cooling Equipment Load Sizing Structure 3461 Btuh Ducts 1778 Btuh Central vent ( 0 cfm) 0 Btuh none) Equipment latent load 5239 Btuh Equipment Total Load (Sen+Lat) 36863 Btuh Req. total capacity at 0.75 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ140421 K Cond GSZ140421 K AHRI ref 8242633 Coil ASPT47D14A AH R I ref 8242633 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF Backup: 8. 5 HSPF 38000 Btuh @ 47°F 27 OF 1283 cfm 0.045 cfm/Btuh 0.40 in H2O Input = 8 kW, Output = 28445 Btuh, 100 AFUE Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 12.5 EER, 15 SEER 28875 Btuh 9625 Btuh 38500 Btuh 1283 cfm 0.041 cfm/Btuh 0.40 in H2O 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrl htsotrt• 2018-Mar 09 17:44:09 C ..... .Y. Right - Suite® Universal 2018 18.0.10 RSU23828 Page 1 osaCGLW%Lot4lKensingionReservesantaRosaCGLW. rup Calc - MJB House faces: W wrightsofC Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327C ND407ION6NGax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LoMKensington ReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Entire House Great 2 Exposed wall 279.0 It 35.5 1t 3 Room height 8.6 it 9.3 It heat/cool 4 5 Room dimensions Room area 2623.5 fill 1. 0 x 375.1 it 375. 1 112 Ty Construction number U- value BtuNftZ• F) Or HTM 81uW112) Area ( fig or perimeter (it) Load Btuh) Area ( fig or perimeter (it) Load Btuh) Heat Cool Gross WP/S Heat Cool Gross N/P/S Heat Cool 6 VG 12C-Osw 0.091 n 2.52 2.85 272 242 609 687 0 0 0 0 VLC 2A•2om 13A- 2ocs 0. 350 0. 201 n n 9. 69 5. 57 10. 46 5. 29 31 252 0 171 296 954 319 907 0 149 0 117 0 649 0 618 11 2A- 2om 2A- 2Dmd 0. 350 0. 620 n n 9. 69 17. 17 10. 46 16. 92 33 48 0 0 317 824 342 812 33 0 0 0 317 0 342 0 V I- C 12C- Osw 2A- 2om 2B- 21m 0. 091 0. 350 0. 340 a a a 2. 52 9. 69 9. 42 285 28. 96 30. 36 284 15 5 264 0 0 665 148 47 751 442 152 0 0 0 0 0 0 0 0 0 0 0 0 CV 13A•2ocs 0.201 a 5.57 5.29 373 292 1624 1544 182 149 831 791 6 2A-2om 0.350 a 9.69 28.96 49 0 475 142D 0 0 0 0 W 2A• 2om 16B- 19ad 0 350 0. 049 a a 9. 69 1. 36 10. 46 Z66 33 36 33 36 317 49 342 96 33 0 33 0 317 0 342 0 W 12C-Osw 0.091 s 2.52 Z85 272 272 686 774 0 0 0 0 W 13A•20cs 0201 s 5.57 5.29 420 420 2338 2224 0 0 0 0 W 16B-19ad 0.049 s 1.36 Z66 30 30 41 80 0 0 0 0 Vy C' 12C- Osw 2A- 2om 13A- 2ocs 0. 091 0. 350 0. 201 w w w 2. 52 9. 69 5. 57 Z85 28. 96 5. 29 32D 46 177 274 0 114 691 444 637 781 1325 606 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 11D0 12C- 0sw 0. 350 0. 390 0. 091 w w 9. 69 10. 80 2. 52 14. 82 12. 03 1. 45 39 24 348 30 24 330 377 259 831 576 289 479 0 0 225 0 0 225 0 0 567 0 0 327 Rr D' 1lD0 0.390 n 10.80 1203 18 18 193 215 0 0 0 0 C 16B-38ad 0.026 0.72 141 1569 1569 1130 2217 0 0 0 0 F 2OP-131 0.068 1.88 0.98 306 306 575 298 0 0 0 0 F 22A-Id 0.989 27.40 0.00 1264 131 3589 0 375 36 973 0 6 c) AED excursion 0 239 Envebpe loss/gain 18115 17676 3655 218D 12 a) Infiltration 4703 1522 639 207 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 5 1150 3 690 Appliances/ other 2505 0 Subtotal ( lines 6 to 13) 1 22818 22853 4294 3D77 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22818 228M 4294 3077 15 Duct bads 1 24% 38% 552D 8771 259/6 43"/0 1074 1317 Total room bad 28338 31624 5368 4394 Air required (cfm) 1283 1283 I 243 178 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I. F wr gest oTe• 2018-Mar-09 17:44:09 Right - Suite® Universal 2018 18.0.10 RSU23828 Page 1 osaCGLW% Lol4lKensingionReserveSantaRosaCGLW.rup Calc = MJ8 House faces: W wrightsofr Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONINCI 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 w: 407-333.3853 Web: WWW.DEL-AIR COM Job: Lot41KensingtonReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Dining Powder 2 3 Exposed wall Room height 26.0 it 9.3 It heat/cool 0 it 9.3 It heat/cool 4 5 Room dimensions Room area 14.0 x 120 it 168.0 It= 7.5 x 6.0 It 45.0 112 Ty Construction number U-value BtuWflZ°F) Or HTM BtulJfl Area (ft2) or perimeter (it) Load Btuh) Area (112) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VY I--( 12C-Osw 2A-2om 13A-2ocs 2A-2om 2A•2omd 0.091 0.350 0.201 0.350 0.620 n n n n n 2.52 9.69 5.57 9.69 17.17 285 10.46 5.29 10.46 16.92 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 0V6 Vy I--L 12C-0sw 2A•2Dm 2B•21m 0.091 0.350 0.340 a a a 2.52 9.69 9.42 2.85 28.96 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C W 13A•2ocs 2A•2om 0.201 0 350 a a 5.57 9.69 5.29 2896 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I G W W 2A-2om 16B-19ad 12C-Osw 0.350 0.049 0.091 a a s 9.69 1.36 2.52 10.46 2.66 2.85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W 13A-2ocs 16B-19ad 0.201 0.049 s s 5.57 1.36 5.29 2.66 112 0 112 0 624 0 593 0 0 0 0 0 0 0 0 0 Vy C 12C-Osw 2A•2om 13A-2ocs 0.091 0.350 0.201 w w w 2.52 9.69 5.57 2.85 28.96 5.29 0 0 131 0 0 92 0 0 511 0 0 486 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 11 DO 12C-Osw 0.350 0 390 0.091 w w 9.69 10.80 2.52 14.82 12.03 1.45 39 0 0 30 0 0 377 0 0 576 0 0 0 0 0 0 0 0 0 0 0 0 0 0P L-D 11D0 16B-38ad 0.390 0.026 n 10.80 0.72 1203 1,41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C F 20P-131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A•id 0 989 27.40 O.00 168 26 712 0 45 0 0 0 6 c) AED excursion 683 4 Envelope loss/gain 2224 2338 0 4 12 a) Infiltration 468 152 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 50 Subtotal (lines 6 to 13) 2692 2720 0 46 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 200 121 184 112 14 Subtotal 2 992 2841 184 158 15 Duct loads 1 25Y*l 4V6l 724 1216 251/6 1 46 68 Total room load I I 36161 4057 1 231 226 Air required (cfm) 164 165 10 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L stooR- 2018-Mar-0917:44:09 A -- Right -Suite® Universal 2018 18.0.10 RSU23828 Page 2 osaCGLW\Lo141KensingionReserveSantaRosaCGLW.rup Calc - MJ8 House laces W wrightsoft• Right-JO Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 327COND40CONDITIONING 407-333.3853 Web: WWW DEL-AIR.COM Job: Lot4l Kensington ReserveSa... Date: 3/31 /2015 By: FJF 1 Room name DinetteWitchen Bdrm 2 2 3 Exposed wall Room height 22.5 it 9.3 ft heat/cool 28.0 It 8.0 11 heat/cool 4 5 Room dimensions Room area 1.0 x 427.4 ft 427.4 fie 1.0 x 184.5 it 184.5 W Ty Construction number U-value BtuWftZoF) Or HTM Btuh/1t2) Area (42) or perimeter (ft) Load Btuh) Area (1112) or perimeter (ft) Load Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W C 12C-Osw 2A-2om 0.091 0.350 0.201 n n n 2.52 9.69 5.57 285 10.46 5.29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0VLS13A-2ocs 11 2A-2om 2A-2omd 12C-Osw 2A-2om 2B-21m 13A-2ocs 2A-aom 2A-2om 16B-19ad 12C-Osw 13A-2ocs 16B-19ad 12C-Osw 2A-2om 13A-2ocs 2A-2om 11DO 12C-0sw 0.350 0.620 0.091 0.350 0.340 0.201 0.350 0.350 0.049 0.091 0.201 0.049 0.091 0.350 0.201 0.350 0.390 0.091 n n a a a a a a a s s s w w w w w 9.69 17.17 2.52 9.69 9.42 5.57 9.69 9.69 1.36 2.52 5.57 1.36 2.52 9.69 5.57 9.69 10.80 2.52 10.46 16.92 285 28.96 30.36 5.29 28.96 10.46 266 285 5.29 266 285 28.96 5.29 14.82 1203 1.45 0 0 0 0 0 14 0 0 0 0 149 0 0 0 47 0 24 122 0 0 0 0 0 14 0 0 0 0 149 0 0 0 23 0 24 105 0 0 0 0 0 78 0 0 0 0 831 0 0 0 126 0 259 264 0 0 0 0 0 74 0 0 0 0 791 0 0 0 120 0 289 152 0 0 0 0 0 0 0 0 0 112 0 0 112 15 0 0 0 0 0 0 0 0 0 0 0 0 0 112 0 0 97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 282 0 0 244 148 0 0 0 0 0 0 0 0 0 0 0 0 0 319 0 0 275 442 0 0 0 0 Vjr I-(fi Vy I--G I-G W W W W Vy G P LD 11 DO 16B-38ad 0.390 0.026 n 10.80 0.72 1203 1.41 18 0 18 0 193 0 215 0 0 185 0 185 0 133 0 261C F 20P-131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A4ol 0.989 27.40 0.00 427 23 616 0 0 0 0 0 6 c) AED excursion 214 132 Envelope loss/gain 2368 1427 807 1429 12 a) Infiltration 405 131 432 140 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 2773 2758 1239 1569 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 200 121 0 0 14 Subtotal 2973 2879 1239 1569 15 Duct bads 1 251/6 43% 744 1232 23% 339/6 279 511 Total room load I 3717 41111 1518 2080 Air required (clm) 1 168 1671 1 69 84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w sgtieaole- 2018-Mar-0917:44:09 Right -Suite® Universal 2018 18.0.10 RSU23828 Page 3 osaCGLW\Lot4lKensingionReserveSaniaRosaCGLW.rup Calc = MJ8 House faces: W wrightsofC Right-J® Worksheet Enure House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax 407-333-3853 Web. WWW.DEL-AIR COM Job: Lo141Kensington ReserveSa... Date: 3/31/2015 By: FJF 1 Room name Bdnn 3 Bthrm 1 2 Exposed wall 12.0 it 6.0 it 3 Room height 8.0 ft heal/cool 8.0 it heat/cod 4 5 Room dimensions Room area 1. 0 x 149.5 ft 149. 5 W 11. 0 x 6.0 it 66. 0 112 Ty Construction U-value Or HTM Area (f12) Load Area (ftj Load number BtuWft2-*F) BtuWi12) or perimeter (ft) Bluh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 W C 12C- Osw 2A- 2om 13A- 2ocs 0. 091 0. 350 0. 201 n n n 2. 52 9. 69 5. 57 2. 85 10. 46 529 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 1i 2A-2om 2A- 2omd 12C- Osw 2A- 2om 2B- 2Im 0. 350 0. 620 0. 091 0. 350 0. 340 n n a a a 9. 69 17. 17 252 9. 69 9. 42 10. 46 16. 92 285 28. 96 30. 36 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 Vy C I-- f V/ i-- C 13A- 2ocs 2A- 2om 0. 201 0. 350 a a 5. 57 9. 69 5. 29 28. 96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1_-.(• W W 2A- 2om 16B- 19ad 12C- Osw 0. 350 0. 049 0. 091 a a s 9. 69 1. 36 2. 52 10. 46 266 285 0 0 0 0 0 0 0 0 0 0 0 0 0 0 48 0 0 48 0 0 121 0 0 137 W W 13A- 2ocs 16B- 19ad 0. 201 0. 049 s s 5. 57 1. 36 5. 29 266 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t- G 12C- Osw 2A- 2om 13A- 2ocs 0. 091 0. 350 0. 201 w w w 2. 52 9. 69 5. 57 285 28, 96 5. 29 96 15 0 81 0 0 204 148 0 230 442 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 20m 11D0 12C- Osw 0. 350 0. 390 0. 091 w w 9. 69 10. 80 2. 52 14. 82 1203 1. 45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P11D0 16B- 38ad 0. 390 0. 026 n 10.80 0. 72 1203 1. 41 0 150 0 150 0 108 0 211 0 66 0 66 0 48 0 93 CF 20P-131 0.068 1.88 0.98 80 80 151 78 0 0 0 0 F 22A-Id 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 162 19 Envelope losstgain 610 1123 169 211 12 a) Infiltration 185 60 93 30 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ olher 0 0 Subtotal ( tines 6 to 13) 796 1183 261 241 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 796 1183 261 241 15 Duct loads 23% 330/6 179 386 239/6 1 3M 59 79 Total room load 975 15M 320 320 Air required (cfm) 1 1 44 64 14 13 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i. - =! tgFsltaol't- 2018-Mar-09 17:44:09 C A -- • Righl- Suile® Universal 2018 18.0.10 RSU23828 Page 4 osaCGLW\ Lot4lKensinglonReserveSantaRosaCGLW nip Cale a MJ8 House faces: W wrightsof * Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333.2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: LoWKensington ReserveSa... Date: 3/31/2015 By: FJF 1 Room name Mstr WIC Mstr Bihrm 2 Exposed wall 25.5 It 10.0 1t 3 Room height 8.0 it beat/cool 8.0 It heal/cool 4 5 Room dimensions Room area 1. 0 x 159 3 it 159. 3 112 1. 0 x 98.0 it 98. 0 112 Ty Construction number U- value B1uWft2-• F) Or HTM Bluh/ ft2) Area ( It) or perimeter (It) Load Btuh) Area ( fl2) or perimeter (ft) Load Btuh) Heal cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 Vy C 12C- Osw 2A- 2om 13A- 2ocs 0. 091 0, 350 0. 201 n n n 2. 52 9. 69 5. 57 285 10. 46 5. 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v 11 2A- 2om 2A- 2omd 0. 350 0. 620 n n 9. 69 17. 17 10. 46 16. 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2ILS12c- 0sw 2A- 2om 2fm 0. 091 0. 350 0. 340 a a a 2. 52 9. 69 9. 42 285 28. 96 30. 36 68 0 0 68 0 0 171 0 0 194 0 0 68 0 5 63 0 0 159 0 47 179 0 152 V 6 13A- 2ocs 2A- 2om 0. 201 0. 350 a a 5. 57 9. 69 5. 29 28. 96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A- 2om 16B- 19ad 12C- Osw 0. 350 0. 049 0. 091 a a s 9. 69 1. 36 2. 52 10. 46 266 285 0 24 112 0 24 112 0 33 282 0 64 319 0 12 0 0 12 0 0 16 0 0 32 0 W W W W 13A- 2ocs 16B- 19ad 0. 201 0. 049 s s 5. 57 1. 36 5. 29 266 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yI t-- G 12C- Osw 2A- 2om 13A- 2ocs 2A- 2om 11DO 12C- Osw 0. 091 0. 350 0, 201 0. 350 0. 390 0. 091 w w w w w 2. 52 9. 69 5. 57 9. 69 10. 80 2. 52 285 28. 96 5. 29 14. 82 1203 1. 45 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 0 0 0 0 0 0 0 P11D0 16B- 38ad 0. 390 0. 026 n 10.80 0. 72 1203 1. 41 0 159 0 159 0 115 0 225 0 98 0 98 0 71 0 138 CF 2OP-131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-id 0.989 27.40 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 67 1 1 15 Envelope loss/gam 601 735 293 517 12 a) Infiltration 394 127 154 50 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) 995 862 447 567 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 995 862 447 567 15 Duct bads 235/6 33% 224 281 235/6 335/6 101 185 Total room load 1219 1143 548 751 Air required (cfm) 55 46 1 25 30 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti -'} r wrl2018-Mar-0917:44:09 A •- Right - Suite® Universal 2018 18.0.10 RSU23828 Page 5 osaCGLW%Lol4lKensinglonReserveSanlaRosaCGLW. rup Calc = MJ8 House faces, W wrightsoft Right-JO Worksheet Entire House DEL -AIR HEATING & AIR 531 CODISCO WAY, SANFORD, FL 32771COND407ION6NGax 407-333.3853 Web WWW.DEL-AIR COM Job: Lot4lKensington ReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Msir Bdrm Msir WC 2 3 4 5 Exposed wall Room height Room dimensions Room area 34. 5 It 8. 0 it heat/cool 18. 5 x 16.0 It 296. 0 f12 0 11 8. 0 it heal/cool 3. 5 x 5.5 It 19. 3 f12 Ty Construction number U- value B1uWftz° F) Or HTM BI 02) Area ( W) or perimeter (it) Load Bluh) Area ( ft2) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 VY I-- Ci 12C- 0sw 2A- 2om 2A• 2om 2A- 2omd 12C- 0sw 2A- 2Dm 2B- 21m 13A- 2ocs 2A- 2om 2A- 2om 16B- 19ad 12C- Osw 13A- 2ocs 16B• 19ad 12C- 0sw 2A• 2om 13A- 2Dcs 2A• 2om 11D0 1210- 0sw 0. 091 0. 350 0. 201 0. 350 0. 620 0. 091 0. 350 0. 340 0. 201 0. 350 0 350 0 049 0. 091 0201 0. 049 0. 091 0. 350 0. 201 0. 350 0. 390 0. 091 n n n n n a a a a a a a s s s w w w w w 2. 52 9. 69 5. 57 9. 69 17. 17 2. 52 9. 69 9. 42 5. 57 9. 69 9. 69 1. 36 2. 52 5. 57 1. 36 2, 52 9. 69 5. 57 9. 69 10. 80 2. 52 2. 85 10. 46 5. 29 10. 46 1692 285 28. 96 30. 36 5. 29 28. 96 10. 46 266 2. 85 5. 29 2. 66 2. 85 2896 5. 29 14. 82 12. 03 1. 45 128 15 0 0 0 148 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 113 0 0 0 0 133 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 284 148 0 0 0 335 148 0 0 0 0 0 0 0 0 0 0 0 0 0 0 321 159 0 0 0 378 442 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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ILS13A- 2ocs Vy 1-( C Vy 1G W W W W Vy C Vy I-( p P L 11 D0 1613- 38ad 0. 390 0. 026 n 10.80 0. 72 1203 1. 41 0 296 0 296 0 213 0 418 0 19 0 19 0 14 0 27 D C F F 20P- 131 22A- tol 0. 068 0. 989 1. 88 27. 40 0. 98 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 c) AED excursion 138 2 Envelope loss/gain 1128 1580 14 25 12 a) Infiltration 533 172 0 0 b) Room venlilalion 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/ other 1 230 600 0 0 0 Subtotal ( lines 6 to 13) 1660 2583 14 25 Less external load 0 0 0 0 14 15 Less transfer Redistribution Subtotal Duct loads 230/6 330/6 0 0 1660 374 0 0 2583 842 230/6 33% 0 0 14 3 0 0 25 8 Total room load Air required (cfm) 1 2034 1 92 3424 139 1 17 1 1 33 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Right - Suite® Universal 2018 18.0.10 RSU23828 2018- Mar-09 17:44:09Page 6 osaCGLW\ Lo141 KensinglonReserveSantaRosaCGLW.rup Calc - MJ8 House faces: W wrightsoffe Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665Fax: 407-333-3853 Web- WWW.DEL-AIR.COM Job: Lot4lKensingtonReserveSa... Date: 3/31 /2015 By: FJF 1 Room name loft laundry 2 Exposed wall 32.0 it 0 it 3 Room height 8.0 it heat/cool 8.0 it heaUcool 4 5 Room dimensions Room area 1.0 x 345.5 it 345.5 112 7.0 x 6.0 It 42.0 f12 Ty Construction U-value Or HTM Area (W) Load Area (02) Load number 13tuIVII2-1F) Btuh/ft2) or perimeter (It) Btuh) or perimeter (ft) Btuh) Heal Cool Gross N/P/S Heat cool Gross N/P/S Heat Cool 6 VY l--fa 12C-Osw 2A-2om 0.091 0.350 0.201 n n n 2.52 9.69 5.57 2.85 10.46 5.29 144 15 0 129 0 0 325 148 0 367 159 0 0 0 0 0 0 0 0 0 0 0 0 0VLS13A-2ocs 11 2A-2om 2A-2omd 0.350 0.620 n n 9.69 17.17 10.46 16.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy I-C 12C-Osw 2A-2om 2B-2Im 0.091 0.350 0.340 a a a 2.52 9.69 9.42 285 28.96 30.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0VLC 11yy I--G 13A-2ocs 2A-2om 0.201 0.350 a a 5.57 9.69 5.29 28.96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 022A-2om 16B-19ad 12C-Osw 0.350 0.049 0.091 a a s 9.69 1.36 2.52 10.46 266 285 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W W W 13A-2ocs 16B-19ad 0.201 0.049 s s 5.57 1.36 5.29 266 0 30 0 30 0 41 0 80 0 0 0 0 0 0 0 0 Vy t-G 12C-Osw 2A-2om 0.091 0.350 0.201 w w w 2.52 9.69 5.57 285 28.96 5.29 112 15 0 97 0 0 244 148 0 275 442 0 0 0 0 0 0 0 0 0 0 0 0 0ILZ13A-20cs 2A-2om 11D0 12C-Osw 0.350 0.390 0.091 w w 9.69 10.80 2.52 14.82 1203 1.45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P L--D 11D0 16B-38ad 0.390 0.026 n 10.80 0.72 1203 1.41 0 346 0 346 0 249 0 488 0 42 0 42 0 30 0 59c F 20P-13I 0.068 1.88 0.98 225 225 424 220 0 0 0 0 F 22A-Id 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 34 47 Envelope losstgain 1578 2065 30 12 12 a) Infiltration 552 179 0 0 b) Room ventilation 0 0 0 0 13 Internal gains- Occupants @ 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 2130 2244 30 612 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2130 2244 30 612 15 Duct bads 1 23% 33% 480 731 23'/e 339/9 7 199 Total room load I 2609 2975 37 811 Air required (cim) I 1 118 121 1 1 2 33 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoT!• 2018-Mar-09 17:44 09 A ----• Right -Suite® Universal 2018 18.0.10 RSU23828 Page 7 osaCGLW\Lot4lKensingionReserveSanteRosaCGLW rup Calc - MJ8 House faces- W wrightsofr Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lo141Kensington ReserveSa... Date: 3/31 /2015 By: FJF 1 Room name Morning Pantry 2 3 Exposed wall Room height 41. 0 It 9. 3 It heal/cool 6. 0 If 9. 3 It heat/cool 4 5 Room dimensions Room area 19. 0 x 11.0 it 209. 0 112 6. 5 x 6.0 ft 39. 0 112 Ty Construction U-value Or HTM Area (W) Load Area (W) Load number BtuNft2-*F) Btul 112) or perimeter (fl) Btuh) or perimeter (It) Btuh) Heat Cod Gross WP/S Heat Cool Gross N/P/S Heat Cool 6 11 1ly i 12C- Osw 2A- 2om 13A- 2ocs 2A- 2om 2A- 2omd 12C- Osw 2A- 2orr1 2B- 2fm 13A- 2ocs 2A- 2om 2A- 2om 1, 6B-19ad 12C- Osw 13A- 2ocs 16B- 19ad 12C- Osw 2A- 2om 13A- 2ocs 2A- 2om 11D0 12C- Osw 0. 091 0. 350 0. 201 0. 350 0. 620 0. 091 0. 350 0. 340 0. 201 0. 350 0. 350 0. 049 0. 091 0. 201 0. 049 0. 091 0. 350 0. 201 0. 350 0. 390 0. 091 n n n n n a a a a a a a s s s w w w w w 2. 52 9. 69 5. 57 9. 69 17. 17 2. 52 9. 69 9. 42 5. 57 9. 69 9. 69 1. 36 2. 52 5. 57 1. 36 252 9. 69 5. 57 9. 69 10. 80 2. 52 285 10. 46 5. 29 10. 46 16. 92 285 28. 96 30. 36 5. 29 28. 96 10. 46 266 285 5. 29 266 285 28. 96 5. 29 14. 82 1203 1. 45 0 0 103 0 48 0 0 0 177 49 0 0 0 103 0 0 0 0 0 0 0 0 0 55 0 0 0 0 0 128 0 0 0 0 103 0 0 0 0 0 0 0 0 0 304 0 824 0 0 0 714 475 0 0 0 572 0 0 0 0 0 0 0 0 0 289 0 812 0 0 0 679 1420 0 0 0 544 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 312 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 297 0 0 0 0 0 0 0 Vy L 1 Vy 1_( C W W W W 1y r G P L-- D 11 DO 168- 38ad 0. 390 0. 026 n 1080 0. 72 1203 1. 41 0 209 0 209 0 151 0 295 0 0 0 0 0 0 0 0 CF 20P-131 0.068 1.88 0.98 0 0 0 0 0 0 0 0 F 22A-tot 0.989 27.40 0.00 209 41 1123 0 39 6 164 0 6 c) AED excursion 271 27 Envelope loss/gain 4164 3769 476 269 12 a) Infiltration 739 239 108 35 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants @ 230 0 0 0 0 Appliances/ other 5 50 Subtotal ( lines 6 to 13) 4902 4013 584 354 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 584 354 14 Subtotal 4902 4013 0 0 15 Duct loads 25"/e 430/6 1227 1717 250/6 43'/6 0 0 Total room bad 6129 5730 0 0 Air required (cim) 277 232 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C wr4g tootTt• 2018-Mar-09 17.44:09 Right - Suite® Universal 2018 18.0.10 RSU23828 Page 8 osaCGLW\ Lot4/KensinglonReserveSantaRosaCGLW.rup Cate - MJ8 House faces: W Duct System Summary Job: Lot4lKen sing ton Reserv... ft wrightso• Date: 3/31/2015 Entire House By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333.3853 Web WWW.DEL-AIR.COM Project• • For: Ryan Homes 3646 CRAWLEY DOWN LOOP, SANFORD, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 40 in H2O 0. 06 in H2O 0. 34 in H2O 0. 170 / 0.170 in H2O 0. 260 in/100ft 1283 cfm Cooling 0. 40 in H2O 0. 06 in H2O 0. 34 in H2O 0. 170 / 0.170 in H2O 0, 260 in/100ft 1283 cfm 131 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 Bdrm 2 c 2080 69 84 0.399 6.0 Ox 0 VIFx 15.3 70.0 Bdrm 3 C 1569 44 64 0.383 6.0 Ox 0 VIFx 18.8 70.0 Bthrm 1 h 320 14 13 0.443 4.0 Ox 0 VIFx 6.7 70.0 Dinette/ Kitchen h 1859 84 83 0.310 6.0 Ox 0 VIFx 14.5 95.0 SO Dinette/ Kitchen-A h 1859 84 83 0.302 6.0 Ox 0 VIFx 17.7 95.0 st1 Dining c 4057 164 165 0.296 7.0 Ox 0 VIFx 19.7 95.0 SO Greal h 5368 243 178 0.267 9.0 Ox 0 VIFx 32.1 95.0 SO Laundry c 811 2 33 0.451 4.0 Ox 0 VIFx 5.4 70.0 Morning h 6129 277 232 0.260 9.0 Ox 0 VIFx 25.9 105.0 SO Mstr Bdrm C 3424 92 139 0.372 8.0 Ox 0 VIFx 21.4 70.0 Msir Bthrm c 751 25 30 0.429 5.0 Ox 0 VIFx 9.2 70.0 Msir WC c 33 1 1 0.433 4.0 Ox 0 VIFx 8.5 70.0 Mstr WIC h 1219 55 46 0,445 5.0 Ox 0 VIFx 6.4 70.0 Powder h 231 10 9 0.305 4.0 Ox 0 VIFx 16.4 95.0 SO loft c 2975 118 121 0.369 6.0 Ox 0 VIFx 22.2 70.0 Supply Trunk Detail Table Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk SO Peak AVF 863 751 0.260 618 16.0 0 x 0 VinlFlx wrightsoW 2018- Mar-09 17:44:10 t Right -Suite® Universal 2018 18.0.10 RSU23828 Page 1 i9l &... osaCGLW%Lol41 KensingionReserveSantaRosaCGLW rup Calc - MJ8 House faces: W Return Branch Detail Table Name Grille Size (in) Htg cfm) ctg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matt Trunk rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx 1* wrlghtsoW 2018-Mar-0917:44:10 Right -Suite® Universal 2018 18.0.10 RSU23828 Page 2 osaCGLW\Lot4lKensingionReserveSantaRosaCGLW rup Calc - 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: O This checklist O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). D Energy Performance Level (EPL) Display Card (one page) O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: D Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) D A completed Envelope Leakage Test Report (usually one page) O If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 3/9/2018 6:01:23 PM Page 1 of 1 42X42 A/C SLAB BY BLDR MIN i O 2' FROM WALL I LA V-0 CL . 2) WON GREATROOM I180 14x81wcdI — I 9' 3. 5 TON W/BKW @240V 1PH 24x14 rod 18x13 plen platform by bldr i- S scale 418'=Y0' I I I I I I I DREM I I I I 10x6 lwcd t` 85 2- CAR GARAGE 9'- 4' aA Transfer Jf; Ines sized In compliance with Florida Residential Building Code j M1602.4 Balanced Return Airy exceptions 1-3. Builder must provide unrestricted 1 Inch undercut can - doors to habitable lorw FOYER 9'- 4' C1.Cs I HIMY I 3) 2S- 6H TEMP. MORNDIGROOM 9'- 4 CUA 230 12x1nlwcd 9' 11 S,.4. 26-60I 26-6N I PORCH 9- 4' CL& 3" bath duct to roof cap w/fan Nutone 696RNB Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. Atl duct has an r=6 Insulation value. Rating Li Li V) Li Ul d z 0) In O E O l! O 11 L-7 z O d q CU C P V) d z M L d --1 LLJ Yj 4-YoLL- o r N m LUU z J Z p W J O D Q Q m[L- 1000 3" bath duct to roof cap w/fan Nutone 696RNB I" OWNWS sum W-OW-4' r-r a A 5' 1 4' dryer duct to roof cap1w/drver vent box jig ct x6 w It ragixjd 3 I a,&i 0 Rating Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. CO z O_ A m a - CO LU LU JN Qo 00 W W LA d z 0) LA p E O O Q l-D d C -P V) d C Z z O U) W > z 0 m J O D m 0- J l) U-) 0 U M 0 W F-- Q lzy&,' /*"Fj RECORD COPY crc V vu 3 I se yam / i Z &j 3a r + 2 ev1Lo'Nc SANFORD o A' RTTJ ti a_ 1579 RECORD COPY DESCRIPTION AS FURNISHED: Lot 41, KENSINGTON RESERVE, -as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. ZO ON wi sh S PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. LOT 31 1 LOT 30 1 1 4home SOOD19'09'ESP18- 15 1 62.50' IN DATEtoconstructsinglefami th setbacks and impervious area 37.13 37.13' 1 awn on plan. 36. a"1P • LOT 41 J I wY1' , F - C 1 CTL I 15.00' 21.3' i„ LANAI iM 7.50' 21.3 A I+1 LOT ao ' po PROPOSED MODEL w SANTA ROSA — C m t 2 CAR GARAGE LEFT A/C $ W\MORNING RM. 4.00' v W/LANAI ENTRY 18 7' 15.00' rn 7,50' 21.3' tWALK 12.0. 16' DRIVE 25.87' .20' 27.21w. I1 I1 10' UTILITI II I P. C. 294.95' a — I I 1 I WALK CURB SO0019' 09'E' 62. 50' CRA XLE r DO TVN LOOP 50' PRIVATE R/W) IQ LOT 29 LOT 42 PROPOSED a FINSHEO SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY iRonlr = PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20' f= PROPOSED DRAINAGE FLOW GF IMPERVIOUS COVERAGE - 2.524t SQUARE FEET OR 35.IX SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A }' QO LOT CONTAINS 7,1881 SQUARE FEET SIDE = 7.5' FOR 60' LOTS e, 0 PROPOSEDFINISHFLOORPERPLANS27.9' Q LIVING AREA CONTAINS 1,7141 SQUARE FEET SIDE a 10' FOR 75' LOTS CONE LANAI PORCH CONTAINS 810t SQUARE FEET SIDE STREET = 25' CRUSENMEM?- SCOTT ASSOC, INC• - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAY POE. • POINT ON LINE r • FIELD lY. • TYPICAL NO=: IP. • IRON PIPE PRt_ • PO MY Or RCVCRSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THUS SURVEY MCEIS THE STANDARDS OF PRACTICE SET FORM BY THE FLORIN BOARD OF I. R •IRON ROD ter- • OIMT Or COMPOUND CURVATURE RAD. • RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINISTRATIVE CODE PURSUAM TO SECTION 472.027. FLORID4 STATUES GA • CONCRCIC MONUMENT SET I.R. 1/2' IA ./PLl 45% Hit. NON -RADIAL 2 UNLESS EMBOSSED IYIIH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL MIS SURVEY MAP OR COPIES ARE NOT VALID. 3. THIS SURVEY WAS PREPARED IRON TITLEMlORAATION FURNISHED TO THE SURVEYOR. MERE MAY BE OTHER RESTRICTIONS RCC. RCCOVCRCD VP. WITNESS POINT PA I. DINT Or tr.G,NN, CALC. CALCULATED OR EAXA(EMIS IMAT AFFECT THIS PROPERTY. d. C. • POINT OF COMMOHCCMEMT RH4 • PERMANENT RErCRCMCE MOMUNEW 4. NO UNDERGROUND TMPROVCMDM NAVE BEEN LOCATED UNLESS OTHEAWSC SHOWN. FF. • rIN1SNC0 FLOOR CLEVATIDH 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHWLD NOT BE REM UPON BY ANY OTHER ENTITY. MAD • NAIL FLDIS BSA. • WILDING SCTIACK LINE R/ v RIGHT-Or-VAY IR • RENCHMARK B. OWENSTONS SHOWN FOR THE LOCATION OF WPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BWNOW LIKES. CSHT. • EASEMENT I& • IASE IEARIM G 7. BEARINGS, ARE BASED ASSUNED DATUM AND ON THE LINE SHOWN AS BASE BEARMG (B.B.) DRATM. • DRAINAGE A ELEVATIONS, X SUDAN. ARE BASED ON IATTONAL GCOOERC VERTICAL DATUM OF IV", UNLESS OTHERWLSC NOTED. VtIL. . UTILIT7 CLFi. . CHAIN LINK FENCE 9. CERTIFICATE Or AUTHORIZATION No. 4590. VDFa • vwo rcma C// • CONCRCTC 1LDCK SGLE M- 1' = 20 -+ DRAWN BY: ••• P. C. • OIMI Or CURVATURE P. T. • OIMT or TANGCNCT CERTIFIED BY: DATE ORDER No. DESC. ; DESCRIPTION naRPLOT PLAN 03-05-2018 1 186-18 L . ARC LENGTH D • DELTA C CHORD c. rL • CHORD 1CARING NORTH 1 THIS OUILDING/PROPERTY DOES NOT UE WITHIN - = THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM• TOM - ENM ER, R.LS. / 4714 ZONE X' MAP 112117COD90F (09-28-07) 'DES SCOTi, R.LS / 4801 4451 ST. LUCIE BLVD r w FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES m° PROJECT: KENSINGTON RESERVE 0 2 cn ° M COUNTY: SEMINOLE c o LOT/BLK/MODEL: LOT:41 / MODEL:SANTA ROSA / ELEV:C / GAR L JOB#: 71533 MASTERM WRCSRCLM OPTIONS: LANAI MORNING ROOM 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 WRSRCLM A-1 Roof Trusses 4451 St Lucie Blvd Site Information: Fort Pierce, FL 34946 ustomer Info: RYAN HOMES Project Name: ot/Block: Model: SANTA ROSA "C' ddress: Subdivision: ity: County: VARIES State: FL flame Address and License # of Structural Engineer of Record, If there is one, for the building. Jame: License #: Nddress: ity: 3eneral Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special oading Conditions): esign 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 rhis package includes -84 individual, dated Truss Design Drawings and 16 Additional Drawings. Vith 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. Jo. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date I A0181373 A01G 1217/17 13 A0181385 FG1 12/7/17 25 A0181397 FL12 12/7/17 A0181374 A02 1217/17 14 A0181386 FG2 12/7117 26 A0181398 FL13 12f7/17 I A0181375 A03 12/7/17 15 A0181387 FG3 12/7/17 27 A0181399 FL15G 12f7/17 I A0181376 A04 12/7/17 16 A0181388 FL01GE 12/7/17 28 A0181400 FL16 12/7/17 i A0181377 A05 1217/17 17 A0181389 FL02 1217/17 29 A0181401 FL17 12f7/17 i A0181378 A06 1217/17 18 A0181390 FL03 12/7/17 30 A0181402 FL19 12/7/17 A0181379 CA 12/7/17 19 A0181391 FL05 12l7/17 31 A0181403 FL20 12/7/17 I A0181380 CAA 1217/17 20 A0181392 FL06G 1217/17 32 A0181404 FL21GE 12/7/17 A0181381 CAL 12/7/17 21 A0181393 FL07G 12/7/17 33 A0181405 FL24 12/7/17 10 A0181382 CJ3 12/7/17 22 A0181394 FL08 12/7/17 34 A0181406 G03G 12/7/17 11 A0181383 CJ3L 12/7/17 23 A0181395 FL09G 12[7/17 35 A0181407 H03 12/7/17 12 A0181384 CJ5 12f7/ILJ 24 A0181396 FL11GE 12/7/17 36 A0181408 H04G 12R/17 he truss drawings) referenced have been prepared by MTek Industries, Inc. under my direct supervision based on the parameters provided by A-1 Roof Trusses, Ad. 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 suitability and use of components for any particular building is the responsibility of the wilding designer, perANS1ITPl-1 Sec. 2. he Truss Design Drawing(s)(TDD[sn referenced have been prepared based on the onstruction documents (also referred to at times as 'Structural Engineering Documents) rovided by the Building Designer indicating the nature and character of the work. he design criteria therein have been transferred to Anthony Tombo III PE by [A1 Roof russes or specific location). These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part of the rojecrs deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional Anthony T. engineering responsibility for the design of the single Truss depicted on the TOD only. The Wilding Designer is responsible for and shall coordinate and review the TDDs for ompatibility with their written engineering requirements. Please review all TDDs and all elated notes. its tsl. AL Ll W uu vu uu 44— 1L o / u r Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRSRCLM Jo. Seal # Truss Name Date 17 A0181409 HJ3 12/7/17 18 A0181410 HJ5L 1217117 19 A0181411 HJ7 12/7/17 10 A0181412 J3 12/7/17 11 A0181413 J5 12f7/17 12 A0181414 15A 12/7/17 13 A0181415 ME 12/7/17 14 A0181416 J5L 12f7/17 15 A0181417 J6A 12/7/17 16 A0181418 J7 12/7/17 17 A0181419 M05G 12/7/17 18 A0181420 M06 12/7/17 19 A0181421 M07 12/7/17 i0 A0181422 M08 12f7/17 it STDL01 STD. DETAIL 12f7/17 2 STDL02 STD. DETAIL 1217117 i3 STDL03 STD. DETAIL 12/7/17 A STDL04 STD. DETAIL 12/7/17 i5 STDL05 STD. DETAIL 12/7/17 6 STDL06 STD. DETAIL 12/7/17 i7 STDL07 STD. DETAIL 12J7/17 i8 STDL08 STD. DETAIL 12/7/17 i9 STDL09 STD. DETAIL 1217/17 M STDL10 STD. DETAIL 12/7/17 A STDL11 STD. DETAIL 12/7/17 i2 STDL12 STD. DETAIL 12/7117 i3 STDL13 STD. DETAIL 12/7/17 A STDL14 STD. DETAIL 12/7/17 6 STDL15 STD. DETAIL 12l7/17 6STDL16 STD. DETAIL 12/7/17 Page 2 of 2 Job Truss Truss Type 0 Ply RYAN HOMES / SANTA ROSA WRSRCLM. A01G HIP GIRDER 2 2 A0181373 Job Reference (optional) Al Hbor busses, Tort vierce, rL :wsi4b, oeSign(gallruss.com 5.12U 5 NOV 12 2V1 r Mires( rnouslnes, inc. rn uec o ur;qc;u zu1 r rage ID:fXMofrMaVb9Z7FFUeY3 NdzegNjolvmrw15B4FoajEcoJptOdxXsaEfd9XwD416FryB6B 1-0 7-0 0 13-6-14 ON 26-5-2 33-0-0 40-M 1796-6-14 6.5 2 6-5.2 6-F3-14 7- 0 3x8 = 17 35 36 t6 37 1538 39 40 14 41 42 13 43 12 44 45 46 11 5x6 = 2x4 II 5x10 MT20H5- 2x4 II 4x8 = 4x8 = 5x10 MT20H5= LOADING (ps0 SPACING- 2-" CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.41 14 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.81 14 590 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.80 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.50 14 960 240 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 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 10-" oc bracing. REACTIONS. (lb/size) 2 = 3377/0-3-8 (min. 0-1-8) 9 = 3377/0-3-8 (min. 0-1-8) Max Horz 2 = 59(LC 8) Max Uplift 2 = 1211(LC 4) 9 = 1211(LC 5) Max Grav 2 = 3377(LC 1) 9 = 3377(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-7213/2612,3-24=-10274/3791, 24-25=-10274/3791, 25-26=-10274/3791, 4-26=10274/3791, 4-27=-10274/3791, 27-28=-10274/3791, 5-28=10274/3791, 5-6=- 10274/379 1, 6-29=-10272/3790, 29-30=-10272/3790, 30-31=10272/3790, 7-31= 10272/3790, 7-32=-10272/3790, 32-33=10272/3790, 33-34=10272/3790, 8-34=10272/3790, 8-9=-7212/2611 BOT CHORD 2-17=- 2318/6562, 17-35=-2314/6576, 35-36=2314/6576, 36-37=-2314/6576, 16-37=-2314/6576, 16-38=-4083/11423, 15-38=4083/11423, 15-39=-4083/11423, 39-40=-4083/11423, 14-40=-4083/11423, 14-41=-4083/11423, 4142=4083/11423, 13-42=-4083/ 11423, 13-43=-4083/11423, 1243=4083/ 11423, 12-44=-2321/6575, BOT CHORD 2- 17=2318/6562, 17-35=2314/6576, 35-36=- 2314/6576, 36-37=-2314/6576, 16-37= 2314/6576, 16-38=4083/11423, 15-38=- 4083/11423, 15-39=4083/11423, 3940=-4083/ 11423, 1440=4083/11423, 14-41=-4083/11423, 4142=-4083/11423, 13-42=-4083/ 11423, 13-43=4083/11423, 1243=4083/ 11423, 12-44=-2321/6575, 4445=2321/6575, 45-46=-2321/6575, 1146=2321/6575, 9-11=2325/6561 WEBS 3-17= 0/496, 3-16=1513/4187, 4- 16=- 857/603, 6-16=1310/458, 6-14= 0/556, 6-12=1312/460, 7-12=- 856/602, 8-12= 1511/4186, 8-11= 0/496 NOTES- (12) 1) 2-ply truss to be connected together with 10d 0.131'x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0- 7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 1 row at 0-9- 0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced root live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph ( 3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. Dead Load Deft. = 7/16 is 2x4 II 5x6 _ 40-" 7-0-0 PLATES GRIP MT20 244/190 MT20HS 187/ 143 Weight: 443 lb FT = 0% 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-" 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 1211 lb uplift at joint 2 and 1211 lb uplift at joint 9. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 269 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 15-0-12, 123 lb down and 143 lb up at 17.0-12, 123 lb down and 143 lb up at 19-0-12, 123 lb down and 143 lb up a1 20-11. 4, 123 lb down and 143 lb up at 22-114, 123 lb down and 143 lb up at 24-114, 123 lb down and 143 lb up at 26-114, 123 lb down and 143 lb up at 28-114, and 123 lb down and 143 lb up at 30-114, and 240 lb down and 269 lb up at 33-0-0 on top chord, and 365 lb down and 119 Its up at 7-", 88 lb down at 9.0-12, 88 lb down at 11-0-12, 88 lb down at 13- 0-12, 88 Its down at 15-0-12, 88 lb down at 17-0- 12, 88 lb down at 19-0-12, 88 lb down at 20-114, 88 lb down at 22-114, 88 lb down at 24-11-4, 88 lb down at 26-114, 88 lb down at 28-114, and 88 lb down at 30.114, and 365 Its down and 119 lb up at 32-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (- SELLER), GENERAL TERMS CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced): Lumber Increase= 1 .25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=- 00, 3-8=-60, 8-10=-60, 18-21=-20 Concentrated Loads (lb) Gonbnued on page z rats_ Ir. b.. stll,r,b. r'111Q'l llnxS( 4118'1 UrDu Iltle 1lOrab111111Wbir111r1rmr41RQR ra 1.11\II's r,rrs.M M \gb,.brPmlrr 1I 1Mr11 PLO bbss r.r aM. r a.w 1NI,d 1b11YMndrMRbaM,IYU,low\y 6sePr,ycritpyrud..rU.rr, w,.wgraxrray.d.gngnuRrr 4ruq l w pnl.rm..btM1l. tr wwlrtirgirrr, nrrl Antlwny T. Tombo ill, P E. rw/Ml.obrybbbs.rwpWryabrr,rbnird.C,lq..r babsbq..ar, rDarQ.r Q.IrbdbalgrrrllN bp,d4rlrr wba.dr MtWgYdq w spiwd.. rb.gar\r„gr.Alq d 80083 rw"hwadr.rUr.rar.brlur Pam rr""dbbasis lq.+wr We. Ropa"11 MOW w,dr p.erl.a D"Mals, mesfranrrnm\Y.. u.0 Uo fy.rlw,\.iE.s,.lw 4451 St. Lude Blvd. rl nbW,rllafrregr..ngAds.MMd IbImsblybs,...WIrbabsbqlr.Miko.lq•sd. W4Uq\Wr.,w.brit.nu e Fort Pierce, FL 34946 gpiAllO?01{bllydhnsn•AAbry1.1aM10,/ J. his I ' donNraeq,•asay h1\,uFlOWWW6wnlewmeryn.istiwbaA•1Mlhom-Awks"1.Isaw10,PJ. Job Truss Truss Type Oy PlY RYAN HOMES / SANTA ROSA WRSRCLM A01G HIP GIRDER 2 2 A0181373 Job Referenceo (optional) ' 10 Al 11001 1 MSseS, Forl Pierce, FL aaaab, 0esgn%jallruss.com U.7ZU S NOV 7Z ZUI7 MI l ex Inoustnes, InC. Fn Dec 9 U7:4Z:Z7 ZU17`Page: ID,IXMolrMaVb9Z7FFUeY3 NdzegNjolvmrwi5B4FoajEcoJptOdxXsaEtd9XwD416FryB68 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=193(8) 5=-123(B) 8=193(B)17=-365(B) 11=-365(B) 24=-123(B) 25=123(121) 26=-123(B) 27=-123(B) 28=123(B) 29=-123(B) 30=-123(B) 31=123(B) 32=-123(B) 33=123(B) 34=-123(B) 35=70(B) 36=70(B) 37=-70(B) 38=70(121) 39=70(B) 40=70(B) 41=-70(B) 42=-70(B) 43=-70(8) 44=-70(B) 45=70(121) 46=-70(B) rmImmpllirb.W Iam111171(munONi11IncrU9mtIIWYr11Rr1101QK Mlrb.MII+1 p-101.I.r.n.I0I I1KVIMM0111rr&AM11*6.114.I&=WOW.-UM *.mwmral,y mlN.IIN J I.Mr Ylpmmnll 4 mM6'spi.11om;lpM)b.dmwlNnrrvtnmmnma mr'/nfrl.,.pmWryYrYy/mrvyllM pM.Y111J1..Y II11. lYkip ..minr Anthony T: TOmbo III, D.E. MIn.YgMl bMmlmWblmhO+w,rO't emoM q..h M71 Mym.Yrm Y/O tl.YpmlY d lym dgN h dmr lm iN!bm m/min..d4 4 ow..uN mlYgmdaeft, aY/ • 8M3 II"", If/em14m.I Won 00m1l10.10l pMn ml'dm.1/b lWq 4gm.Hy rmMrtldid 11 IN WISU n,imWb pmd p*m oNddink. pmdlnrNN/r dnl lYM,Ig1Ig1..11mfYira,mhf a.wIrwp 1r.1 s1e.Ln waLr,Imwr NIm,hgly...rolrbibabo m.a.m1y"him.dotwr.1 u.pwwmammmrou art St. , FL 3494FortPierce, FL 309a6 G/pidl0lll 1•I INI Intus • AA/q I.II.M U, fJ. IerdwDlldmn4lemL it Iry bR it rtlilnd miOM 0/ ama .abur h1.11 Gd hnxl • WNq l.11sl/10. / f. Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA A0181374 WFtSRCLM• A02 Hip 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design(daltruss.com 5.00 12 54 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 Mi7ek Industries, Inc. Thu Dec 7 16:24:03 2017 30 = 4x6 — 30 = a 7 A 5x6 = 9 18 17 16 15 14 Site II 3x8 = 5x6 WB= 30 = 5x6 We= 3x8 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in loc) I/deft Ud TCLL 20.0 Plate Grip DX 1.25 TC 0.97 Vert(LL) 0.33 16 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.79 14-16 611 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.47 Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2017r'rP12014 Matrix -MS Wind(LL) 0.41 16 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2,T3: 2x4 SP N0.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 14-0, Right 2x4 SP No.3 1-0-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing. WEBS 1 Row at midpt 6-18, 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1660/0-3-8 (min.0-1-15) 12 = 1660/0-3-8 (min.0-1-15) Max Horz 2 = 74(LC 12) Max Uplift 2 = 498(LC 8) 12 = 498(LC 9) Max Grav 2 = 1660(LC 1) 12 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-911/372, 34=3120/2142, 4-5=-3007/2013, 5.6=-2781/1948, 6-7=-3892/2625, 7-8=-3892/2625, 8-9=-2781/1948,9-10=-3007/2013, 10-11=-3120/2142, 11-12=911/372 BOTCHORD 2-18=1808/2789, 17-18=2354/3787, 16-17=-2354/3787,15-16=-2356/3787, 14-15=2356/3787, 12-14=1818/2789 WEBS 5-18=39U766, 6-18=1245/838, WEBS 5-18=-391/766, 6-18=-1245/838, 6-16=0/307, 8-16=0/307, 8-14=1245/838, 9-14=-391/766 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; 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 nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 498 lb uplift at joint 2 and 498 lb uplift at joint 12. 8) WARNING - Please thoroughly review the'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ('BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard Dead Load Dell. = 7/16'rr Sx8 11 40-0.0 PLATES GRIP MT20 244/190 Weight: 197 Ib FT = 0% e 3 0 a+l•rAw+.ygmh.r'urtoltr19S1911D FNx1114iW010df13MjYRr110xr 1raft*60Ppr rlrndel w1mrM}rrAlPAgrrAtil 1Lbarutrdm9dldnwWKSrt..wodarIM.y rhllo0r10n Y/i dr MRe Ir drt11MbW6/sDr.lyd* IPMtb u+ at 1111nPrugh00200111. dnrMt Anthony T. Tombo 111, D.E. I slow dringrwNkh6iim dlgdrerw,r0.lrdsmdq+MwinkslBo..brudd+rrt.r Brad rdrlrrurrllll080083 rmrlrg000- own da.bold sPam rrru,+swlqboprspd sp QpdNw1ByMOW —r rrpad pro R1awn rmrwmertrao+rr,uwp,Ismakip hr•erinanorme,rro 4451 R. Locle Blvd. Anh,Mdhrr Mr/I r yrdpMWdid nru. na,y Egr.nmlYMlr, rY.ImrSN.hp d MIY, daparrrno hlrlYnil. Fort Pierce, FL 34946 6„+gln O tAIA A•I hol hnus • A 1.11.1uE. N, r f. trp boiN d 66 dKow, is uy l«w it pdiliuO.iAso (a mion ln ifw.hr A•) tail haut • Ad ay 1.Ink 111, / 1, Job Truss Truss Type oty Ply RYAN HOMES / SANTA ROSA WRSRCLM A03 Hip 2 1 A0181375 Job Reference (optional) wxw, , v.• ••.,, .a+a+v, vcayn u. n,uaa.wm nun m Icu 5 Nov i2 20i i Prim: vAzu s Nov lz zul / MI leK Industries, Inc. Thu Dec 7 16:24:04 2017 Page ID:IXMofrMaVb?Z7FFUeY3_NdzegNj-SOZOBfM12?bc2ljAEnJ000EulEYOPnZFJeCokCyBJe 1-0 57-15 11 0 0 16.6 2 23-5-14 29-0-0 34 4-1 40 0-0 57-15 5 4 2 Sb 2 6 11-11 56 2 54 2 57-14IV Dead load Dell. = 5/16 Ir Sx6 = 3x4 = 4x6 = 30 = 5x6 = MJr 3 4 Sx8 II 3x8 = 06 = 3x4 = 4x6 = 3x8 = Sx8 II 11-0.0 20-" 29-" 40-" 11-0.0 94)-0 4-n.n 111till Plate Offsets (X,Y)— 12:04-3.Edgel.15:0-3-0.0-241.17:0-3-0.Edae] 19:0-3-00-241 112:0.4-3 Edael LOADING(psf) SPACING- 2-" CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.28 16-18 >999 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.58 16-18 >823 240 BCLL 0. 0 ' Rep Stress Iner YES WB 0.84 Horz(CT) 0.17 12 n/a n/a BCDL 10. 0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.35 16-18 >999 240 Weight: 200 lb FT = 0% LUMBER - TOP CHORD 20 SP M 30 *Except- T2,T3: 20 SP No.2 BOT CHORD 2x4 SP M 30 *Except' B2: 20 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 2-6-3 oc purtins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/ size) 2 = 1660/ 0-3-8 (min. 0-1-15) 12 = 1660/ 0-3-8 (min.0-1-15) Max Horz 2 = 89( LC 13) Max Uplift 2 = 473( LC 8) 12 = 473( LC 9) Max Grav 2 = 1660( LC 1) 12 = 1660( LC 1) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=- 1275/275, 3-4= 3143/2204, 4-5=- 2866/1955,5.6=-2625/1897, 6-7=- 3214/2271, 7-8=3214/2271, 8-9=- 2625/1897, 9-10=-2866H955, 10-11=- 3143/2204,11-12=-1275/275 BOTCHORD 2- 18=- 1861/2825, 17-18=1913/3150, 16-17= 1913/3150, 15-16=1914/3150, 14-15=- 1914/3150, 12-14=-1868/2825 WEBS 4- 18=- 258/401, 5-18=4131762, 6-18= 412/543,8-14=812/543, WEBS 4- 18=- 258/401, 5-18=4137762, 6-18=- 812/543, 8-14=-812/543, 9-14=- 4131762, 10-14=-258/401 NOTES- (8) 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.Opst; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C- C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 fist bottom chord live load r onconcurrent 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 473 lb uplift at joint 2 and 473 lb uplift at joint 12. 8) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (- SELLER). GENERAL TERMS & CONDITIONS CUSTOMER (- BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE( S) Standard aly n.. r.yry,.r. r u mtr Ip{yS(911Byp1px Imo rtoorolskulwl1m111men101irR ra rnp 6,1 r..lrl01mr.m.rn Im, h„pwrgPalrr u.l LIN6611L rt Ib.v9oh&n m rrnrt..l. orl. r Ills n,11. orxnrrrwrrlr.rnrane/rur4dw.lrmr)tlpw)bu/w1Nn r.n..I.u/r Ip..,IryWftrbtry/YVoTra'4O1Pik w8dr.amlM,b*w"map.%limiq m,rYM r•uxr u. ur rwnrnl wgxra.,ro..t.n.nr r.rrlyrly.,rrrrm rn.rRrr srreurrinl bgpWdb Old.lw. dkIr .wgl.mronp,.wrrrgddhiP .w4 Anthony T. Tomtw 111, D.E. rtdgrxm d6Y.r. u.lnW"61k 445116 ino"OF,Mn Ir I4Mlbwww*Y- rp.4pYu. MI Yl.rnlptWib.liMrr lmf rdp, I.nlmp bpm NO lmlAire,abn 80083 Annr Wlh'rlr.. lyNw...MdprMrhrl Rlmtln¢hMwn101r6Y 6Yt..•Nn1p.l..pr7 l Yq.IN rm n.lbMYIl11 4451 St. Lucle Blvd. Fort Pierce, FL 34946 G pilEtOtll/blbelhnvl• Aulrgl.l.i N,/J. tipibawdroisl.r.eu,onrlwanpdilned Awldeninnrnoitw.MeA•ItMlhnrt-Wlarl.hmMN,r.1. Job Truss Truss Type aty Ply HOMES / SANTA ROSA A0181376 WRSRCLM • A04 Hip 2 1 IRYANJobReference (optional) Al Hoot Trusses, Fort Pierce, FL 34946, deslgnaallruss.com Hun: a.1ZU S Nov 1Z ZUl r Pnnl: a.IZU s Nov 1Z Zul / MI I eK mOusuies, inc. I nu uec f lo:cv:ua zu] f rage ID:fXMofrMaVb?Z7FFUeY3 NdzegNj Za7nP?NHoJITtvIMnUrGxEnlldxpBKMOYlyLGeyBJt 1-0-0 661 13-" 20-0-0 , _27.0-0 335-15 40-0-0 41-0ptit6.6-0 7-0.0 7- 0 6.5-15 6$1 54 = 1.5x4 II 5x6 = Dead Load Dell = 5/16 Ir 3x4 = 4x6 = US = 4x6 = 3x4 = Sxa II 5x8 II LOADING(psf) SPACING- 2-00 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.33 14-16 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.62 14-16 771 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.32 14-16 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-". Right 2x4 SP No.3 1-" BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 2 = 1660/0-3-8 (min.0-1-15) 10 = 1660/0-3-8 (min. 0-1-15) Max Horz 2 = 104(LC 13) Max Uplift 2 = 447(LC 8) 10 = 447(LC 9) Max Grav 2 = 1660(LC 1) 10 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1194/349, 34=3158/2227, 4-5=-2871/1996, 5-6=-2835/2100, 6-7=-2835/2100, 7-8=2871/1996, 8-9=-3158/2227, 9- 1 0=- 1194/349 BOT CHORD 2-16=1881/2840, 16-25=-1422/2433, 25-26=-1422/2433, 15-26=1422/2433, 14-1 5=1 422/2433, 13-14=1423/2433, 13-27=1423/2433, 27-28=1423/2433, 12-28=-1423/2433, 10-12=-1887/2840 WEBS 4-16=-332/488, 5-16=-173/471, 5-14=-304/662, 6-14=469/462, WEBS 4-16=-332/488, 5-16=173/471, 5-14=-304/662, 6-14=469/462, 7-14=304/662, 7-12=173/471, 8-12=332/488 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult--150mph (3-second gust) Vasd=116mph: TCDL=5.Opsf; BCDL=5.Opsf, h=25ft; Cat. II; Exp C: End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end verlical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load 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 240-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 lb uplift at joint 2 and 447 lb uplift at joint 10. 8) WARNING - Please thoroughly review the -A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 197 lb FT = 0% rrl •rA.s I..dlrnd,• b'aI IOIr kIrlW (9s1aY umu Ime 116ID001s1111W (Altl'IIOWila6Wl'ra Mb e,r s•.+r,rr, r Y, M, b bM1 Daprb e4.r treru rt rd.o9,dsdn.. Yn,.N. mr. r d,dr MIN,a rlr.,YMwd\b IIl.I,dd I,f m try hp" Ds.blrl hp.lo Ulf. ebAnthony T. Tombo Ill, P.E. r.reMu.urRl,lYlnr,ry.Jrgrsa.,ro..h.e.crq0.rwh wr..ir,re+rW.rarrrdNl,orrIPA. beprlerror0bVmdbh,u.reglrq allooden r gYrrrnq.rq d J80083 rwgn,rkr.r udK,dr.bold bpm,rpll.,rbwarumprtegrm.PRpa Ifol dsol—ftn rrperpro. ours,r ro.mm„rmnrbl.nr,y.,I.ul,ytq.rlw,e.ee-.,.rc 4451 St. Lucre Blvd. s•Iu Wlhrf,a.Igwlq.e hA1•N+.dr hlwnMl hj n101rMIgM¢n..Im,Spslq.rN IdE4 duplrbnno Wdbim Fort Plefce, FL 34946 gpgb 0 2016 Ad IIll hnsn• ASS" 1.1r.M N, F.I. IgrohaiI/rldn lwrow, is /ry ba is g oliliWv4so lk wism p ,.i,w/ hw A•) dd torus • A&W 1. hall19, P.I. Job Truss Truss Type Oy Ply RYAN HOMES / SANTA ROSA - WRSRCLM IA05 Hip 2 1 A0181377 Job Reference (optional) R 1 KooJ 1 rU55e5, ron 1erue, rL ,ygy4o, cestgnea 7 tru55.com KUn: v.1ZU s Nov 1Z ZU7 7 i nnl: 5.1ZU s Nov 1Z ZUl 7 MI I eK Industries, Inc. Thu Uee 7 T6:24:06 2017' Page ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-1 nh9cLOvZdrKH31YLCMVTRKDTI H4sl7Ymyhvo4yBJe t1-0.2 15-0-0 20 0 0 I 25-0-0 31-11-14 I 40-0 0 4 t142 6-11-14 5-0-0 5-0-0 6.11-14 t10-2 5 00 12 5x8 = 30 = 5x8 II 4x6 = 3x8 = 5x6 = 44 = 30 = LOADING(psf) SPACING- 2-0-0 CS'_ DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 3 TC 0.72 Vert(LL) 0.38 16-18 999 360 TCDL 10.0 Lumber DOL 1.25 SC 0.72 Vert(CT) 0.69 16-18 691 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.28 16-18 999 240 LUMBER - TOP CHORD 2x4 SP M 30'Except' T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-", Right 2x4 SP No.3 1.6-0 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 54-2 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 = 1660/0-3-8 (min. 0-1-15) 12 = 1660/0-3-8 (min. 0-1-15) Max Horz 2 = 119(LC 13) Max Uplift 2 = 446(LC 12) 12 = 446(LC 13) Max Grav 2 = 1660(LC 1) 12 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=41361325, 3-4=-3134/2195, 4-5=-2927/2130, 5.6=2843/2150, 6-7=-2457/1891, 7-8=-2457/1891, 8-9=-2843/2150,9-10=-2927/2130, 10-11=3134/2195, 11-12=-1136/325 BOT CHORD 2-18=-1836/2811,18-27=-1305/2262, 17-27=1305/2262, 17-28=1305/2262, 16-28=1305/2262, 16-29=-1306/2262, 15-29=-1306/2262, 15-30=-1306/2262, 14-30=-1306/2262,12-14=-1841/2811 WEBS 4-18=386/543, 6-18=437/623, WEBS 4-18=386/543, 6-18=-437/623, 6-16=130/496, 7-16=313/293, 8-16=130/496, 8-14=437/623, 10-14=386/543 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 446 lb uplift at joint 2 and 446 lb uplift at joint 12. 8) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard Dead Load Dell. = 5116 it 5x8 II 10.0-15 ' PLATES GRIP MT20 244/190 Weight: 200 lb FT = 0% 9 to 3A bryIru br ll,nwr'LI dd 103ySj1NIB'j dgllllm111(OmIg1IlI110t1(tr16i1(DOalOdIlR ila IMI Yr pM1r1rM/rr111n,1n*KwryQglrrlA.I1.ApK,rLlbnYlrldn,u Y,1lrwu rM•rlp,q MIN1•11>d1,lOrnrrrlp p,d1 blim ru lgnupl,llt•ry tyw)rur.glnArou•cmnrrtlr><,wlq..tiny.u+grrryrr,.plln,pnl.rlsdr.•r tna. lr•yew n.rr,rrN,,r+1r Ariftm T. Tombo III, P E. rry rr, tour w•bilybrlryNiq rr Qr ,row:,re,a1,grnrt Ktt..rrurtrrrm.rirrrr IlytirlM1l ory nrrrlprgw.urrinu,.6hyyry brY,.y rrlrq dirrn,Ypr rIARksgarllms. or1lO rrrltlrr nYllr/YrnrrYWYl4gnrltltlr.C•Q01rYrtlRlnrlgin 0lolr'nrrWo tnldrnrm*Oir,rMwrrlmfb,tr.,lnnaor6 l.rine,sren.rm 4451 7 80083 10nr18rhrfrtrryr.rl.gMdIMIM,N 61m+M4hrlo n IrlYy6,q•.ntnnllonfpnrrylrllry. 000"ann•EdlieW St. IIKIQ Blvd. r ( rry1gb0701/A•I tlrltntln• 1.IuAvm 11. Fort Plerce, FL 34946 4tirq ttp ir dd'n/rra6'orryhlsitlldilacdrl4Wlknien/n•niu.b.eA•IGrl6nus•Ad1a/1.boMIB,I.t. Job Truss Truss Type Oty HOMES / SANTA ROSA A0181378 WIaSRCLM• A06 Hip 1PtY1 1 IRYANJobReference (optional) Al Root Trusses, Fort Pierce, FL 34946, designoal lruss.com Run: 5.1Z0 S NOV 1Z ZU11 runt: 8.1ZU S NOV 1Z ZU11 mi IeK InGUSMS, Inc. I nu Lsec 1 1o:Z4:uo Zul1 rage ID:IXMofrMaVb7Z7FFUeY3_NdzegNj-1 nh9eLOvZdrKH3tYLCMVTRK9d 1 HvspOYmyhvo4yBJe 1-0-0 5 9 5 10-1-12 16-10.8 23-1-8 I 29-10-4 34-2-10 + 40-0-0 1 5 9 5 4J-8 6812812 6 3-0 6$ 12 4-4-7 595 5.00 F,2 5x6 = 5x6 = 17 ... . ... ._ 13 Dead Load Defl. = 5116 it US = 4x6 = 30 = 4x6 = 3x8 = Sx8 II Sx8 II 10-1-12 20-0.0 29-10.4 40.0.0 10-1-12 9-10.4 9-10.4 10-1-12 Plate Offsets (X,Y)— 12:04-3,Edael,15:0-3-0,0-3-01,16:0-3-0,0-2-4), 7:0-3-0.0-241, I8:0-3-0,0-3-01,111:0-4-3,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.37 15-17 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Verl(CT) 0.67 15-17 714 240 BCLL 0.0 ' Rep Stress Iner YES WB 0.37 Horz(CT) 0.14 11 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Wind(LL) 0.30 15-17 999 240 Weight: 211 lb FT = 0% LUMBER - TOP CHORD 20 SP No.2 'Except' T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-", Right 2x4 SP No.3 1.6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-3-3 oc bracing. WEBS 1 Row at midpt 6-17, 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. REACTIONS. (Ib/size) 2 = 166010-3-8 (min.0-1-15) 11 = 1660/0-3-8 (min.0-1-15) Max Horz 2 = 133(LC 13) Max Uplift 2 = 464(LC 12) 11 = 464(LC 13) Max Grav 2 = 1660(LC 1) 11 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1 1 12/343,3-4=-3121/2227, 4-5=-2947/2113, 5-0=3007/2336, 6-7=-2219/1738, 7-8=3007/2336, 8-9=-2947/2113, 9-10=-3121/2227, 10-11=1112/343 BOT CHORD 2-17=1876/2797, 17-26=1187/2132, 16-26=1187/2132, 16-27=-118712132, 15-27=-1187/2132. 15-28=1188/2132. 14-28=-1188/2132, 14-29=-1188/2132, 13-29=-1188/2132,11-13=-1884/2797 WEBS 5-17=423/548, 6-17=727/880, WEBS 5-17=423/548,6-17=-727/880, 6-15=-47/344,7-15=47/344, 7-13=727/880, 8-13=423/548 NOTES- (8) 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. If: 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 nonconeurrent 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 464 lb uplift at joint 2 and 464 lb uplift at joint 11. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard asy6.rd..yry,.. r'i+glG ulsnsf>ale'1 omx Imes 4101g1IG310gflmhsmOglDfgRln r.4e>r rM,+r,r.as. I.ss iw Ierwlplllrr.fay I.lydrart n..o>t.rn.a YesrA,r er.r D,dr eIrll,e„dws rr,rrMlm.rrd Ureml.y4eW.lpglUwjhur.wdp.gD U esw.4W1 r,M Anthony T. Tombo Ill, P.E. r urYrinur.lYybr ry.Jlgrsorw,r0 f rbcUgr.rYll,Mur.irurWrrll(.MirrOdYIYIaYrIM1I bgrdrrlerww.urrinu.6!1`o.YolrrYgtldAriry iYlr 8=3 uaeyhwel- d. Grnsre. g, IUrgrrem r ps,s db YiWrleP1000% ors"1I )Ir10rh 111r-1 W,dedr der pdm W16"iry.ilmfrfMdes I" k*.. Im hod bp.r l.n eAsm-im I 44515t. Uxle Blvd. rb.,.Yrhtl.. w r q..nghdr.MM,r Mlmstt+¢6/wnlglrlMg IWtn..lwslldn l,.,.dq L Gg4L,Igwnee6r.I111 Fort Pierce, FL 34946 pp11e07IlAA•Ittgllmin• Agitgl.Irddm,ll. rep.drir..1@nlnuM,id/ryl.ILisFebililedVAIN dtwig"rn.iniahwA•Ilwlb"ns•WilerI.Ink M,r.1. Job Truss Truss Type Oty HOMES / SANTA ROSA WRSRCLM CJ1 Comer Jack 8 PIY 1 IRYAN A018137 9 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34945, designoaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Thu Dec 7 16:24:07 2017 Page ID:fXMofrMaVb7Z7FFUeY3 NdzegNj-VzEXpgPXKwzBvDSkwtkOfsXwRoEbKPh7cRSLXyBJk 1.0.0 0-11-11 1.40 0-11-11 US LOADING(psf) SPACING- 2-M CS1. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ffP12014 Matrix -MR Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 150/0-3-8 (min. 0-1-8) 3 = 10/Mechanical 4 = 5/Mechanical Max Horz 5 = 38(LC 9) Max Uplift 5 = 88(LC 8) 3 = 10(LC 1) 4 = 5(LC 1) Max Grav 5 = 150(LC 1) 3 = 12(LC 8) 4 = 11(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsi; BCDL=S.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) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 5, 10 Ib uplift at joint 3 and 5 lb uplift at joint 4. 7) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard rrer rrjlriM. r'Lr 10[7 kesaslmur arnu rroeuooansosw(oR1y 4vonuDigrr r r.p kmp parrndrr M MMyYrArpSjrr u.r LrsRri N.o9roldr k Wr„d.r md.r r1111,1 rtN rynrrr.drrrto.r mr0bill bwbP"D..*d+14MlrMOO .lm1*w..oar+drrrrr MthmrT.TomtwIII, V.E. r...u.urRrll nrny. rWrso...ro.rt e.mrgr.rrr r y..rroru rn.rYrrdrrra rwir rrrmrww.u+r w/..arrywgm..ur.rrqurrrnynwr 0083 li;, wm(ryapwilnlWakO"rJb0rr1/krAr•.IrMa rl.lum r.>sY.snW•AgrA. yrryrdIr. IMmYMtiItiOd, gaSlSt. 38W. ad.g. eiAlrbnp rdnrsrMnMm.rIkM5i rrtsoPierce, FL 34946 JM1. lt.enprMny.nbuy.dnnmlragbY r..aImtofrgmrrrsPr.lr+rnyrrVriil4wibis bnm%ualfall, uprldndWillowt1itglints Po itrubwAIbdhnin-Alryl.link M,PJ. Job Truss Truss Type ON Ply RYAN HOMES / SANTA ROSA A0181380 WRSRCLM • CJ1A Comer Jack 4 1 Job Reference (optional) Al Rool Trusses, i-on Nterce, tL 3494b, Oesign(Uialtruss.com Kun• mizu s wov a Lul i rnne v.izu s Nov is cui r MI reK rnouslnes, inc. a nu uec i io;44ma cu or rage ID.IXMofrMaVb7Z7FFUeY3 NdzegNi-_9ov10PA5E52XN1xTcOzZsPjsrSdKnfrEGA4tryBJe 1-0-0 0- 1-11- - - 1-0-0 0-111- 11 20 = LOADING( psf) SPACING- 2-" CSI. DEFL. in loc) I/dell Ud PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0. 0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10. 0 Code FBC2017rFP12014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 Ito FT = 0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purins. BOTCHORD Rigid ceiling directly applied or 10-M oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/ size) 3 = 8/ Mechanical 2 = 130/ 0-8-0 (min. 0-1-8) 4 = 1/ Mechanical Max Horz 2 = 35( LC 8) Max Uplift 3 = 4( LC 12) 2 = 71( LC 8) 4 = 1( LC 1) Max Grav 3 = 8( LC 22) 2 = 130( LC 1) 4 = 13( LC 8) FORCES. (lb) Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; 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; porch left exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1. 60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3- 6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 Ito uplift at joint 3, 71 lb uplift at joint 2 and 1 Ito uplift at joint 4. 7) WARNING - Please thoroughly review the'A-1 ROOF TRUSSES (- SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (- BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE( S) Standard trry rtsw b.pir ve.b'u mo tmt>fs('>Ute'amu t0ro r tmrorstRtaftoia'Ir;uonauu r in rehr.+r prrbr irrn a ta+r eytr.ypgrb I. trb0.rl w.1lrrrrna Y..b m1 b tt,y wrn.rmen+ rM.rrrO r rrd lmt0.+46 sW.11r 14rlbud wdryrb o+b/+MrITA P+MrrYur+rrpuniyiet bU M.+Itu.b e7avg ti l 1 e,rrM MthOnyT.TOtnb0111,PE. r.r+ent.urRarlbwnywrgrbom,wo.lti.n.cr4r.rwyu,*..ib r++rn.betrrretr+o rut.b++r»rRw.u+bu,u.++tryb urrrrrgarrbuvrrry+ 38=3 bubom"rtr. rtornwo rKmrbPmrrp++br4bWooseyropogtre+hulr141"'dotrr.r*ro.mtien b.. tea,rcen+rt,ur+..i..r..5e..rtn,.re wa iL Blvd. Anbltrp.trrr r r,.yar rrrbr VA Imbgt*. ism b hu" slow.. tnnHas hp-d grr.uy rrn nar+r.tru. Fort Foort Pierce, FL 3+9+ti ppi4110f41{•ltpllmtn•4 ryl.lm{.N,/J. 1rp%&9ddit+Kmetl,tomlKr•updiliWV"lhaiot.rn itrirAu4.l1Wlits t•WIwr1.1wMN.rJ. Job Truss Truss Type aty Ply RYAN HOMES / SANTA ROSA WRSRCLM CJ1 L Comer Jack 4 1 A0181381 Job Reference o tional Al rcoor Irusses, ron r[erce, rL j4w*. oes[gnigialtruss.corn KUn: a.1ZU s NOV 1.e ZU11 F'nnt: t7.1ZU S Nov 1Z ZU11 MI IeK Inclustnes, Inc. Thu DeC 7 16:24:09 2017 Page i ID:fXMofrMaVb7Z7FFUeY3_NdzegNj-SMMHEMOosYDv8Wc7OKvC54xuiFUv3Ev_SwwZPPyBJe 1-0-0 0-11-11 1-0.0 al 1-11 2x4 = LOADING (psf) SPACING- 2-0411 CSI. DEFL. in foe) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 240 BCLL ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a10.0 BCDL 1;0.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 5 999 240 Weight: 5 lb FT = 0% LUMBER-1 TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or al 1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. I REACTIONS. (Ib/size) 2 = 129/0-8-0 (min. 0-1-8) 4 = I 2/Mechanical Max Horz 2 = i 35(LC 8) Max Uplift 2 = -94(LC 8) Max Grav 2 = 129(LC 1) 4 = 19(LC 3) FORCES. (lb) Max. CompVMax. Ten. - All forces 250 (Ib) or less except when shown. I NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116niph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Expb; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This miss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3i wO tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to birder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 2. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard any Itia Ned[tsM.r LI IOU us,,* w esrr•,drrwrrw•wrI urtins bW4MOI.Sport[WWI r•d..tAr.Pr•es.nryon p.1,rrr, '"W" Anthony T. Tombo 111, P.E. irsursS.urRrrrrrny.ryrra.,ro..t.swy..rrtirrr,*..rrurarro.rurrtidwrrwsrul.es srrnrww.u ru.u.r rrrrgo,us.rr arrrs•r.srryr 3 008LucierrNgbWWIsr.nrn100611, mrrrr POWmlpdrsrryry.nsrro rrglIrinrS91M.&OWrr pprnvrl nrq.mu run4rMrry.,Inlreph.rlmrs a.n 4451St. Blvd. se..s rsrra Is..[rg.ti.. gNar.rsrrr Irl.ns,yty.xm[rergaq..rnMr.tg..arrle u.Mmxom.errrnu tort Pierce, FL 34946 rypirb0f01{{•Ilrtillrnsn•Arotitigl.ItitltiO,rJ. teptil oir dd'n/resq,00 lro,irpdilirlsn6 rlknmt rnaini.hlxeA•I1 db sus-{rMgl.Ipiti10./J. Job Truss Truss Type Ply HOMES / SANTA ROSA A0181382 WRSRCLM CJ3 Comer Jack Qty 8 1 AN Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, Oeslgn(tl altruss.com Kure: a.lzu s Nov iz zui r rnnr. mizu s Nov iz zu r m I ex Inousmes, Inc. I nu uec 1 io:c4c iu zu I / rage ID:IXMofrMaVb7Z7FFUeY3 NdzegNjwYwgSiRQdrMmmgBJaIQReHUIKeoboh87haf6xsyBJt 1W 2-11-11 r 0 0 2-11-11 IN LOADING(psf) SPACING- 2-0411 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 4-5 999 360 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 FBC2017lrP12014 Matrix -MR Wind(LL) 0.00 4-5 999 240 LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purtins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-M 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 = 194/0-3-8 (min.0-1-8) 3 = 69/Mechanical 4 = 28/Mechanical Max Horz 5 = 69(LC 12) Max Uplift 5 = 72(LC 8) 3 = 57(LC 12) Max Grav 5 = 194(LC 1) 3 = 69(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-166/257 NOTES- (7) 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 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 5 and 57 lb uplift at joint 3. 7) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard a 6 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% IYwbnMll w. r•LI101r IIR9119111i1 OqW 1014 r aOADrf (IlW4i7K1f110104tlirrR ra roh•4r wirlrwrrn rlimlr,r.wPRlrr u.r I abrf rt idnla9dldn n. linb•i• wtl. r le.rt rlsll rr•JrMmIYMID••,dl b Em b lbPPs.1r 41pr1rwl•wrN roa rrrMir.r.tinn+rMrreyrr.qus.srgnr•rmrt..r nu. ur angrn.rylrro.*rM Anthony T. Tombo 111. P.E. rwrrtlnurgYlr brmplNglbOn•,rO e'tM.crgo•rMryrlM..raftdbK.rK rM rMl+uhrlM. b drrlMr 1Ww el bum diwllliewh* *,.tl M r ghlMY ly Wlr 8=3 tHwy1.9964Rweed 11r. adnl/O.rlurrPam rrldmrbYYy4gv1d1W.0•MIfrYO/lpUr1111wibdrpwi*ba W1lBarealrlmr,ranrrdmr9y.rar+Pt4wvd1m1 a s.db 4451 St. Lucle Blvd. onto i ewillf.WWr.." dpanbmr nlmsblgt wnlWrpr a+ya..maks,[.sr.r1+114 aaglllrluwws4rl.Ru. Fort Pierce, FL 34946 ppiib 0 T01/ I twl Imlrs • WMq I.Iwdr III, r.l. 4pdrmN d Oif 4 r ab it rgblra oMrLililel rierloe ai4rr rel inia 6r A•1 twl bnsn-Ltllwll.lr M N, r.1. Job I Truss Truss Type City Ply RYAN HOMES / SANTA ROSA WRSRCLM CJ3L Comer Jack 4 1 A0181383 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:11 2017 Page ID:IXMofrMaVb?Z7FFUeY3_NdzegNjOkU2f2S209UdOgmW81xgAVtDS27OX8OHwEPgUIyBJe 1- 0-0 2-11-11 i 1- 0-0 2-11-11 20 = j 2-11-11 2- 11-11 LOADING ( psi) SPACING- 2-" CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 11 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 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( Ib/size) 3 = 69/Mechanical 2 = 187/0-8-0 (min.0-1-8) 4 = i 37/Mechanical Max Horz , 2 = 63(LC 8) Max Uplift 3 = 44(LC 8) 2 = 134(LC 8) 4 = i 30(LC 8) Max Grav 3 = 69(LC 1) 2 = 187(LC 1) 4 = 50(LC 3) FORCES. ( Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- ( 7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=S.Opsf-, BCDL=S.Opsf-, h=15ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; erid vertical left exposed; porch left exposed; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss! has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 3, 134 lb uplift at joint 2 and 30 lb uplift at joint 4. 7) WARNING - Please thoroughly review the'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard la. r•n..r.ry.r.r(Iro 1swrwortnmur.A6+tii..rSol .dw.w1.thWb.apa)rrrd.l1.00arlraoorrewrmer,r...meN.rm.rr 11INwt.jA1YdM.NrMID. Midl gig bmMy bpspt.lP.hlAwlbW.wlrwtin.nor.nr1yN6f./rlmr6gbl. IN lA.y..b MD. be fte"sw001,1mi" , woor Anthony T. Tombo 111, D.E. rt.NMl.ur gilitb6n401614/ boot.'pie'1 98M3 rrclq rlr.r.Dwrr. mrrpemrpu.trbtwlyWM•+IdgIr.drpetr+IerbDrwoilmlltpidrtro.DNr.n11ii Oft rlen/rl.nrtty..rtntwtpt.^.rInnt.iets..bn I 4451 St. uxleBlvd. t9ne r.lht(req. l ipt b mqh d pMbdd 11r I.notYpbp.. n10I YbllhoM.. tmtlrwlp. Ay Icy Uq.drnn n. E6d. pH fort Pierce, iL 34946 Grpi{11O1p1{{•1tellntut•AArg1. IoMIp,r.r. teed.awd6ifp(aed,i.wbeitp/bmlo4elOcnmt.iN.ittiebpbltellntttt-Idleyl.l..b.ID,r.t. Job Truss Truss Type Ory Ply RYAN HOMES / SANTA ROSA A0181384 WRSRCLM CJ5 Comer Jack g 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design(daltruss.com Run: 8.1ZU s NOV 1Z ZU17 Print: B.1ZU S NOV 1Z 21.117 MIIeK InGUSMS, Inc. inu uec 7 1b:Z4:11 Zu17 rage ID:IXMofrMaVb?Z7FFUeY3 NdzegNj-OkU2f2S209UdOgmW8lxgAV17X24tX8OHwEPgUlyBJf 4-11-11 1 0 0 4-11-11 4x6 11 r 4-11-11 4-11-11 Plate Offsets (X Y) - 12:0-0-12.0-1-121,15:0-",0-1-121 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.02 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wlnd(LL) 0.04 4-5 999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purllns, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 268/0-3-8 (min.0-1-8) 3 = 127/Mechanical 4 = 55/Mechanical Max Horz 5 = 109(LC 12) Max Uplift 5 = 77(LC 8) 3 = 98(LC 12) Max Grav 5 = 268(LC 1) 3 = 127(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-228/342 NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 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-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 77 lb uplift at joint 5 and 98 lb uplift at joint 3. 7) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard arl.IYw i.n+ry n .ir LI roR t169S(911a AKIN lep+tnmoonnsloll fortri kR10RIOtRlOrra repaNp p,rtdndeMuON IentM,*i,eq mldM u.l I Liles IL IdevNee holom 0iot0eeW Add e r m.rr Ul,.to det wr,w\MRIeM,rl urintYur!*uP,ll llpN)bud wDl Nn ogro/b A' '' Anthony T. Tombo 111, D.E. drvdMimb,egiiYl h1entiedrq eet0—.11t0-0e 'tenigee b M OyMt e.Yrddeb0l.i, ( dY YdeliruYd 41 bt,dtrr101dw W.e4i,lnu.6h1 4dT OOY lln d/MY eYrye a 80083 r lllyiftdOdeY Ud,twdYM Rid bpO" sop"" oftiel" 4ermme7i/r WeeelAI)POW11 lRd NRi andeoike pre pW,.0110milattp, Pill nddetei,lmf Mepe,lw Meplq,eudlnnsNdhO,s.detI 4451 St Lucie Blvd. de.laYWlit(eed Net,Y.,wdier+Yd,M RrImiOWplrp.eni01bM1ybYls elmtS/Oafereier WNW AS -NretnAEmMYIM Fort Pierce, FL 34946 rypi01001DI{A•IlodlmulAaleryl.Im6e10,11. tepele0iieddnNasd, isle? Mwitpdibilelea6w1fit ai0nle,eiuiis6wA•Idelbesut•Willy 1.Jude gl./F. Job Truss Truss Type oy Ply RYAN HOMES / SANTA ROSA WRSRCLM FG1 FLAT GIRDER 1 3 A0181385 Job Reference o tional nws s r bs ,run -ame, rs. aqu-0, uesignaka muss cows mizu s Nov iz zui i mreK inousines, Inc. rn uec u ui•44:z3 zut 7 -Page ID:3cbD6QA9jcxoTnUUN8i XizeZZI-OLwcBb6stjsLUYSvbgu455kQfLo oeY?v7rFJ7yB691 f 2-10-2 s-a 6 7-101a + 10 5 1 1z-11-to 15-0-0- 16 o s z0-to a , 2.10.2 2 6 z-6-6 2-0-6 z 6 z-6 a 2 6 6 2-10-2 Dead Load Dell. a 1/2 i1 04 II 3x1u = 6x6 = 3x8 = Zx4 II 3x8 = 20 11 300 = 4x4 II 20 11 LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) 0.23 15 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) 0.70 15 349 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.22 15 999 240 Weight: 347 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.2 *Except' W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 3-9-3 oc purllns, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 20 = 3582/0-7-4 (min.0-1-8) 11 = 3687/0-3-12 (min.0-1-8) Max Horz 20 = -39(LC 6) Max Grav 20 = 3582(LC 1) 11 = 3687(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-3013/0, 1-21=-7010/0, 2-21=7010/0, 2-22=-7010/0, 3-22=7010/0, 3-23=-15509/0, 4-23=-15509/0, 4-24=-15509/0, 5-24=-15509/0, 5-25=-15692/0, 6-25=-15692/0,6-7=-15692/0, 7-26=-15692/0, 8-26=-15692/0, 8-27=-7378/0, 9-27=7378/0, 9-28=-7378/0, 10-28=-7378/0, 10-11=3073/0 BOTCHORD 19-20=0/819, 18-19=0/13382, 17-18=0/13382, 16-17=0/13382, 15-16=0/18119, 14-15=0/18119, 13-14=U/13776,12-13=0/13776, 11-12=0/871 WEBS 1-19=0/6577, 2-19=-545/0, 3-19=-6795/0, 3-17=OI704, 7-14=-649/0, 5-14=-2588/0, 5-15=0/884, 5-16=-2783/0, 4-16=-654/0, 3-16=0/2273, 10-12=0/6913, 9-12=710/0, 8-13=0/724, 8-14=0/2043, 8-12=-6823/0 WEBS 1-19=0/6577, 2-19=545/0, 3-19=6795/0, 3-17=0l704, 7-14=-649/0, 5-14=2588/0, 5-15=0/884, 5-16=2783/0, 4-16=654/0, 3-16=0/2273, 10-12=0/6913, 9-12=-710/0, 8-13=O1724, 8-14=0/2043, 8-12=-0823/0 NOTES- (10) 1) 3-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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. _ 3) 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); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 404 lb down and 125 lb up at 0-2-12, 127 lb down and 82 lb up at 1-0-0, 134 lb down and 63 Ib up at 3-0-0, 208 lb down and 68 lb up at 5-0-0, 282 Ib 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 11-0-0, 282 lb down and 84 lb up at 13-0-0, 282 lb down and 84 lb up at 15-0-0, 282 lb down and 84 lb up at 17-0-0, and 282 lb down and 84 lb up at 19-0-0, and 342 lb down and 92 lb up at 20-7-12 on top chord The design/selection of such connection device(s) is the responsibility of others. 10) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS 8, CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-180, 11-20=-20 Concentrated Loads (Ib) Vert: 1=404 10=-342 2=-134 7=-282 21=127 22=-208 23=282 24=-282 25=282 26=282 27=-282 28=282 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor. Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-200, 11-20=-20 Concentrated Loads (lb) Vert: 1=-33810=-296 2=-116 7=-246 21=-107 22=-181 23=246 24=246 25=-246 26=246 27=-246 28=-246 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-10=-180, 11-20=-20 Concentrated Loads (lb) Vert: 1=141 10=160 2=63 7=140 21=48 22=-101 23=-140 24=-140 25=-140 26=140 27=-140 28=140 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 Connnueo on page z UAW no Waus tpml urr •rips 6njyn Md'LI I00 i0l1iSI 9i0rj tagW ImEt IcmnoeskRia fantrlramnielelrr I.a boo -op Ynisdnss ssml d 1A,ss11 Wsssssmlbs"ls.rrMlmeMsslY is. 4snk* Ispoo,$p1r1 1p4 Iss otl. 01 lbnisno mopro s16p1ssmxssMvis P"seenr Y 6vpdbu s imsdo Me e, 100. W. 1114 lrsiymssft%bA isrdn,.W" Anthony T. Tombo III, D.E. rroslrilmsdsn Mid,hbssy.Wy b6nu,Y0 isbaMspp.bMWrbyp.rure/r W.dKrM dlsll aYrlRl Isis pp,sldbO W a*11 M des Ims, tlfth fig *.PROM. Wits" tdb Ynmyd S 80083rrstdgkwoosseems. arse ssla•Mld Nod p m d pldsn dissbd" on"Wily In rS111-d.r19 pea pip 111116%nik, rWu„rrurn.o,rn, dNr 1mft*V, loss kvbpm swims 4451 St. Lucre Blvd. srnlu YrlMsls>ti/swrn.MngFdAMMhsI lb lnnMiyle/wsN 164s11 Mi¢p •InssSlOe hpse+pr WEq Opp7rrnnpda1p11N Fort Pierce, FL 34946 gpsllis01616A•Iloelhnies• Aes6eeM1.look lt,PJ. bpe6eoieeeltlh/remem,isMlr16ispebi6splri"henineerroatimeIsm A•)teelhesses-Ae4M11embe111,PJ. glob Truss Truss Type QtY Ply RYAN HOMES / SANTA ROSA WRSRCLM • FG1 FLAT GIRDER 1 3 A0181385 Job Reference (optional) At Root Trusses, Fort Pierce, FL 34946, designoaltruss.com ts.lzu s rvov zz zui r mi I ex moussnes, Inc. rn vec a 07:44:2s cvr r Page, ID:3cbD6QA9jcxoTnUUN8i XIzeZZI-0LwoBb6sljsLUY5vbgu455kOfLo oeY7v7rFJ7yB691 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-10=-131, 11-20=-20 Horz: 1-20=31 Concentrated Loads (lb) Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=48 28=48 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: 1-10=-131, 11-20=-20 Horz: 1-20=-8 Concentrated Loads (lb) Vert: 1=7610=49 2=42 7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=48 28=48 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: 1-10=-131, 11-20=-20 Horz: 1-20=24 Concentrated Loads (lb) Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=48 28=48 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 (p#) Vert: 1-10=-131, 11-20=-20 Horz: 1-20=5 Concentrated Loads (lb) Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=48 28=48 a.r•Ir..+q.r.r Imtrlemss'SeluYarnultmrtPmrorssRwrftmrluomnm urrr.s.nwl.nrr.rw.wl.,9 rPoslrru.rl.l.arePlhl.ssmse me 1400so r.rls,* rw rra4rrwrrlv.lr ar dren ruph*aP,llrogbP+1rud.wirn nan.m>to/r dnwd.np.UYrrbMq rrplmfyWl.rlArr..rIIL1 rwn..tiMq lre,ayrr AnthomT. Tombo III, P.E. 1iLucie.Nn4451A(WiOOOIO16A-IbWlmws-io*ml.lwknkPJ. St. tucle Bhrd. Fort Plerce, Ft.34946 bp iadmblwrra,'srrylow irpddiMrillntM1rmien pr4rrirhwA•IlwlLnxs•AuWryl.Ink N,ff. Job Truss Truss Type ob Ply RYAN HOMES / SANTA ROSA WRSRCLM FG2 FLOOR GIRDER 1 2 A0181386 Job Reference (optional) a••moo nv . o-v * -wv is cv; r rmn: o. iev s raov is zuT r Mi r eK Inaustnes, Inc. Thu Dec 7 16:24:12 2017 Page ID:fXMofrMaVb?Z7FFUeY3 NdzegNj-sx2O1OSg9TcU?_IGiSTvjiZLXSHoGN?09u8DOkyBJc 1-3.9 , 1-9-7 4xe = 2 3x4 = t.Sx4 II 1.Sx4 II 30 = 4x8 = 4x4 II 4x4 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 FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 20 SP No.3 *Except* W1: 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 12 = 2593/0-6-14 (min. 0-1-8) 7 = 2465/0-3-8 (min.0-1-8) Max Grav 12 = 2593(LC 1) 7 = 2465(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-12=1976/0, 6-7=-2063/0, 1-2=-3825/0, 2-3=-5833/0, 3.4=-5833/0, 4-5=-5833/0, 5.6=-3928/0 BOT CHORD 12-13=0/516, 11-13=0/516, 10-11=0/3825, 9-10=0/5833, 8-9=0/3928, 7-8=0/460 WEBS 1-11=0/3757, 2-11=1223/0, 2-10=0/2374, 6-8=0/3936, 5-8=-1177/0, 5-9=0/2255 NOTES- (7) 1) 2-ply truss to be connected together with 12d 0.131'x3.25') nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc clinched, 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 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. CSI. DEFL. in loc) I/defl Ud TC 0.37 Vert(LL) 0.07 9-10 999 360 BC 0.90 Vert(CT) 0.10 9-10 999 240 WB 0.94 Horz(CT) 0.01 7 n/a n/a Matrix -MS 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1035 lb down at 1-7-0, 1035 lb down at 3-7-0, and 1013 Ib down at 5-7-0, and 1013 lb down at 7-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 7-12=-10, 1-6=-100 Concentrated Loads (lb) Vert: 10=-1035(F) 8=-1013(F) 9=-1013(F) 13=1035(F) PLATES GRIP MT20 244/190 Weight: 102 lb FT = 0% rsrr• IYa ryry,ar. r•11 rote uutttf>ula'1 emu Imur t lorsnsweflmrl rmronxwrrra raTr n.nrr irlrbr04 rr,rwcrr..yPgrr er.r I hb0.r1 rd o9d Idn.0 Ynrr•Ar mi. r la,» IN n•OipGf,YMrrYMIDrrNI 4.e,nr y4eW,l aRlpn)6utlrwlNAroe.eWi/bl:T Ar9r7 MYrYYy/ruj Nt Ipl.rprl.rYt IIF1 hb*avyrl.Y1 r1Ye,,rw rw4YtlnuYwMirbM ryW 4bOrw,rO,if bo4gti.MMifyM..Y M0 0,0.r(rMYdF1Y uYriM116 d4b1rr.W.u/rinu,.6frl.Oq o,y,YUYrr p dYMYi eYlr4 Anthony T. TgtIb0111, D.E ft tdhOW rtwu. urn ua. r MONO r Pa:n rPrr,rr o.11wrrtag r roardu ou a rngrmrs, rrmrr nns 3 ur.wlergrlr.r r r...l upnlrmw wim,a yb..xrmr4r sYlr.rlm frml rs/I.Yq ugovrninaHdrMl ' I` rr"''' 4451 St. Lucie Blvd. Fat Dlefce, FL 34946fyrrilb0}011/•Itwllmul•WMg1.lel.gl,IJ. tep aiod6b/wrxµurrylashptliliM i0rN4eniealnoinirbwA•IGdliaftf•W ry1.1rMN,11. Job Truss Truss Type ON Ply RYAN HOMES / SANTA ROSA WRSRCLM I FG3 FLAT GIRDER 1 4 A0181387 Job Reference o tional Al Root Trusses, Fort Pierce, FL 34946, designoallruss.aom mizu s Ivov iz zul i ml r ex mousuies, inc. rn uec o urga:zo zus r rage I ID:IXMofrMaVb7Z7FFUeY3_NdzegNi-2TDRP7tN14oOYDPOnPWs8NrAmkFm37eHOOc4lzyB68 2411 to a-11-6 5 7-frl 10-2-9 12-9-5 1§-1 182-8 z4-11 s-1 2-o-1s 5 1 z-01a z 8 8 2 6 12 2 6 11 2-ta7 Dead Load Dell. = 5/16 it I R'R fi'RO P. NIA rA 24-11 2 11-7 4 11 6 5 5 3 7-0 1 10-2-9 12. fi-912 -5 14-11-1 , 18-2 B 22.1_12 3-3-7 Plate Offsets (X Y)- 11:0-3-4 0-1-8] 12:0-2-4 0-1-8] 18:0-2-4,0-1-81,19:0-3-0,0-1-81,111:0-3-0,0-1-81,I12:0-2-4,0-1-8],115:0-2-4,0-1-81,117:0-3-4,0-1-81 LOADING ( psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) 0.28 13-14 776 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) 0.58 13-14 377 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Wind(LL) 0.10 13-14 999 240 Weight: 397 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.0E WEBS 20 SP No.3 *Except* W1: 2x6 SP N0.2, W2: 20 SP M 30 BRACING- TOPCHORD Structural wood sheathing directly applied or 5-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 10 = 4043/0-7-4 (min.0-1-8) 18 = 3946/0-7-4 (min.0-1-8) Max Horz 18 = - 39(LC 6) Max Grav 10 = 6000(LC 2) 18 = 5709(LC 2) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 1- 19=-12592/0, 19-20=-12592/0, 2- 20=1259210, 2-21=-21235/0, 3-21=21235/ 0, 3-22=25533/0, 4-22=-25533/ 0, 4-23=25533/0, 5-23=25533/ 0, 5-24=25533/0, 6-24=25533/ 0, 6-7=21921/0, 7-25=21921/ 0, 8-25=21921/0, 8-26=-13352/ 0, 9.26=13352/0, 9-10=-4819/ 0, 1-18=-4679/9 BOT CHORD 18- 27=5/ 1280, 17-27=-5/1280, 17-28=0/ 12592, 16-28=0/12592, 15-16=0/ 12592, 15-29=0/21235, 14-29=0/ 21235, 14-30=0/25533, 13-30=0/ 25533, 13-31=0/21921, 12-31=0/ 21921, 12-32=0/13352, 11-32=0/ 13352, 11-33=0/1377, 10-33=0/ 1377 WEBS 6-12=- 2115/ 0, 8-11=3717/0, 5-13=-789/0, 2-15=0/ 9210,8-12=0/9126,1-17=0/12025, 3-14=0/ 4578, 9-11 =0/1 2706, 6-13=0/3846, WEBS 6-12=- 2115/ 0, 8-11=-3717/0, 5-13=-789/ 0, 2-15=0/9210, 8-12=0/9126, 1-17=0/ 12025,3-14=0/4578, 9-11=0/ 12706, 6-13=0/3846, 2-17=3629/ 0, 3-15=-2256/0, 4-14=-822I0 NOTES- (10) 1) 4-ply truss to be connected together with 10d 0.131'x3-) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0- 5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1/2' diam. bolts (ASTM A-307) in the center of the member w/washers at 4-M oc. Attach BC w/ 1/2' diam. bolts (ASTM A-307) in the center of the member w/washers at 4-M oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL= S.Opsf; BCDL=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 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 fist bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 24)-0 wide will fit between the bottom chord and any other members. 8) Load case( s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 319 Ib down and 168 lb up at 0-2-12, 127 Ib down and 82 Ib up at 1-", 134 Ib down and 63 Its up at 3-", 208 Ib down and 68 Ib up at 5-0-0, 282 Its down and 84 Ib up at 7- 0 , 282 Ib down and 84 Ib up at 9-", 282 Ib down and 84 Ib up at 11-", 282 Ib down and 84 Ib up at 13- 0-0, and 282 Ib down and 84 Ib up at 15-", and 282 Ib down and 84 Ib up at 17-" on top chord, and 795 Ib down at 0-11-4, 795 Ib down at 2-11-4, 795 Ib down at 4-11-4, 795 Ib down at 6-11-4, 795 Ib down at 8- 11-4, 795 lb down at 10-114, 795 Ib down at 12-114, and 1003 Ib down at 14-114, and l003 Ib down at 16- 114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER (- BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1. 00 Uniform Loads (pit) Vert: 1-19=- 60, 9-19=-180, 10-18=20 Concentrated Loads (Ib) Vert: 6=282 12=202(F)15=202(F) 3=-208 19=-319 20= 127 21=-134 22=282 23=282 24=282 25= 282 26=282 27=202(F) 28=202(F) 29=202(F) 30=-202(F) 31 =-202(F) 32=-259(F) 33=-259(F) 2) Dead + 0. 75 Roof Live (balanced) + 0.75 Attic Floor. Lumber Increase=1. 00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-19=- 50, 9-19=170, 10-18=-20 Concentrated Loads (lb) Vert: 6=-246 12=-647(F) 15=-647(F) 3=-181 19=268 20= 107 21=-116 22=246 23=246 24=246 25= 246 26=246 27=-647(F) 28=-647(F) 29=-647(F) 30=-647(F) 31=-647(F) 32=-817(F) 33=-817(F) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0. 90 Uniform Loads (pit) I- 4 .n_ n n 4n- 4wn 4n_40-_en uontinued on page z - - ^ my.iimr..pl, M.r•urocls s fallalauullmormmroistRlafr llmonmunrrr. rrr>rn-rrr.rrr.r,I.rev rPelrru.r i I arlw...>rslen.,. eura..eroar. m.w MM dr5m 4dMwdbblClrlr Nl 4rinf try ysDr.irrrti4w16r.R1r nsn.mru/Y 1f I.pw ry.+MY Yy Y.InnlgNl.rirrl. irlM. e,ley ev r.4wr.,trlM Mftrri T. T.b0111, P.E. r.r/MlnubRMirnrny. dip/b0in.,b0 i en.1,..r1,ryAy..Yrurtl/btl.rKrMbMll uYrlRi b,i/r lrY welbvm do.4m.rtAl11-'P.Y-.rq YOdi.1 p-Mpi80083 btd Ml rld-b U- nISO elk Mal b Omr isilndb 4Y4(7rnp, I00"biNSOP16" of In now n,`db prr}in 4451 St. we Blvd. d..u ldrlrriwt r .mlpMdrMUnhd Ir Im,b,ytso- nr01 b6Yesbop.. 6ns*"fWW dot ldl7 dgrlr--oah6delm. Fort Pierce, FL 34946 Gh+hb0101AA•Ilrrllntses•Ardrryl.l lrlt,/ I. trprdrmrrofbisdrrrmed,irrgloaispebilddri0-rdtmints p.issurhroA.)IWfiasn•Aerhgl.lrmbrM,P.I. Job Truss Truss Type oy Ply RYAN HOMES / SANTA ROSA WRSRCLM FG3 FLAT GIRDER 1 4 A0181387 Job Reference optional ' a•y„v••'v•w•^ O.1cV b 190V r[ ZVI r MIreK nsousules, inc. r-n uec a ur:4*:zb zuw Page: ID:fXMofrMaVb9Z7FFUeY3 NdzegNj-2TDRP7tN14oOYDPOnPWs8NrAmkFm37eHOQo41zyB68 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=140 12=-795(F) 15=-795(F) 3=-101 19=-113 20=48 21=-63 22=140 23=140 24=-140 25=140 26=-140 27=795(F) 28=795(F) 29=-795(F) 30=-795(F) 31=795(F) 32=-1003(F) 33=1003(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-19=-29, 9-19=101, 10-18=20 Horz: 1-18=31 Concentrated Loads (lb) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24=48 25=48 26=48 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: 1-19=-29, 9-19=101, 10-18=-20 Horz: 1-18=-8 Concentrated Loads (lb) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24=48 25=48 26=48 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: 1-19=-29, 9-19=-101, 10-18=-20 Horz: 1-18=24 Concentrated Loads (lb) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24=48 25=48 26=48 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: 1-19=-29, 9-19=-101, 10-18=-20 Horz: 1-18=5 Concentrated Loads (lb) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24=48 25=48 26=48 a.l• rn, r.dry d,.r'+I IDrr tnssRryuu'y arUsl Imp rmmamsaswq'onrlrmaawtwl'r. ndrw p.rtrnr.a rM Ism Mt*w.Pgrr Adw 1. tas rl rd.u9rldn na Yttdn& ds1. r Ilr.dr rtd rar4dwwrrrru.rdr u enspybpsy,l oylpMrue.Ramon.n.agroerre„r.r.ey.srrYrry/r.plmfpsr.rnA.r..rnu tirnpnwM.,rrr,rr.,rueztrwrtinurwMhlernq.LrgA00rr,r0iwit On.•Iq..r YeMup.,YWm rtl.rtlrrrMlYruYrlM1l.bwrdjrlrrwWwdrbnt6mgw av,Y.Wr gtldYr rgwYId Anthony .Tambolll,P.E. bia"kyt•oo Own rdoft lrrrFumrpdin4rreglal%WdjW PMPO"11lllrSAUweI I-per*ro.RlYlnr rPhflfrlMrrinur Iwt 8= 3 rip., r'°p!P"rl"`s°'r°"'r'° 4451 St. Ijule BNd. b.lu Iblpsfr.7tlolP. ^r1 A dpMtmhrl INIwrMyhpn n101 Y MIt1 Ordpa.• ImtSrus Ids /q tdlS dggtdenw nA4d Illl. gpitlr0rt16A• Ibdlnsus•A 11mMN,rj. Fort Pierce, Ft. 34946 1 trprlbindlEis4rrwd,uorlrrtlitp lilaeldAwlMaiEnrn.it+iahroA•Itwllwsus•WM11.IsmMIArJ. ob Truss Truss Type Pb HOMES / SANTA ROSA A0181388 WRSRCLM FL01GE GABLE 10ty1 1 IRYANJobReference (optional) Al K001 i fusses, ron rrerce, rL svyvo, ues,un wd'1wbs.wm H- 3x6 FP= 3x3 = ID:fXMofrMaVb?Z7FFUeY3 NdzegNjoJ9A14Uxh4sBFIU5p1VNo7fIYGB4kVfjcCdpK 4 dayBJe M- 32 31 30 29 28 27 26 25 24 23 22 21 20 19 34 FP= 3x3 = LOADING(psf) SPACING- 2-" CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 TCDL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2017lrP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 20 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(ftat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. All bearings 18-5-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 32, 17, 31, 30, 29, 28, 26, 25, 24, 23, 22, 21, 20, 19, 18 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 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. 7) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard DEFL. in (loc) I/defl L/d Vert(LL) n/a - Ma 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 17 n/a n/a 18 17 PLATES GRIP MT20 244/190 Weight: 82 Ib FT = 0%F, 0%E fta•Iftadr Mnr'1ro0rmd36fI9ldIaBu1®a m oasml011(olOrjuomnau¢1Tbapillw 1••d,rrw,.r,6mYYrk 911rrI.rLrr,RrtIiaoSoNnmW1I "Waft1r.10 alrmmslr,"rr.rule.rrr p.rwlayy..p,.yaghf..tr r.qu nr,ao*nrrrarr r.y,dalrrftrtrru,n.u4 W.ftlsr,.,rnu brar,uy.nWar.4."r4 Anti" T. Tanbo III, P.E. rar0bba,ft gMY nr.rya,rfl,rftOs.ftOsl,ab711*r.ftNlp -=d4ft@Lb K-WbWW4-6-1 W1. lY wpM/ft 111 ra, Warr b1-N" ilriwcals WYq"dY bl- I gr J 8ON3 rrrrr„rl»aa UaaurarlprrP,d'nrl+r,rftMrgfm.rWlbftraplS4lYdrp0,dWln.r.rrft^+rnftn iFlYnftn,ravYr,rr„rbim,pya,lm,M¢6,rrbaftraa,abu 4451 St. Lucie Blvd. uu.ft tlrllr4lO y,d r..,all,al.u.a.l.r 6ba,p,y, tr w,bglft6llq Aijia,•la,Sp.Frp,erq Nle. uglYtrw,nn/r.1.I11t Fort Ploce, FL 34946 c.Id,otne4arrit,.,v,•ArUujt.t»bOLp. ut,.ae.fear...rn.ofttl..i,a w.aft"m.,amp,.1+,i.e»11u+1,M>n•wL.rLtrr.m,rt. Job ss Truss Type Ob PN HOMES / SANTA ROSA WRSRCLM FFL02 Floor g 1 IRYAN A0181389 Al D...d T,.,eese C,•,M D:e...e e1 owewe Job Reference o tional 0.1-8 H 1 2.6-0 1.5x4 II 1.Sx4 = 3x6 = w„ I ...,., v. ... "-1 mncn n+uu3•1e5, m6. ITIu Ue6 r 1o:Z4.14 Zulr rage ID:fXMoirMaVb?Z7FFUeY3 NdzegNjoJ9A14Uxh4sBFIU5p1VNo7fa7G?JkL4jcCdK4dyBJe 2-3-8 1.Sx4 II 3x4 = 3x4 = e Dead Load Dell. = 1/e or 1.Sx4 11 1.Sx4 11 3x6 FP= 34 = 3x6 = 9 191 9 4 3x4 = 3x8 MT20HS FP- 1.Sx4 II 1.50 II 3x6 = 3x8 = 3x6 = 18-5-0 1Y_cs Plate Offsets (X.Y)• ll:Edge,0-0-121,14:0-1-8,Edoe1 I5:0-1-8 Edge] 110:0-3-8 Edoe1 111.0-1-12 Edge] 117.0-1-8 0-0-121 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) 0.32 11-12 685 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) 0.41 11-12 528 240 MT20HS 187/143 BCLL 0.0 Rep Stress Iner YES WB 0.64 Horz(CT) 0.06 10 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 92 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) SOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 10 = 980/0-3-8 (min. 0-1-8) 16 = 992/0-7-4 (min.0-1-8) Max Grav 10 = 980(LC 1) 16 = 992(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3061/0, 3-4=-3061/0, 4-5=-3668/0, 5.6=-3108/0, 6-7=-3108/0, 7-8=-3108/0 BOTCHORD 15-16=0/1837, 14-15=0/3668, 13-14=0/3668, 12-13=0/3668, 11-12=0/3668, 10-11=0/1908 WEBS 8-10=2081/0, 2-16=2031/0, 8-11=0/1326, 2-15=0/1352, 7-11=300/9, 3-15=296/12, 5-11 =-911/0, 4-15=-947/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0,131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) WARNING - Please thoroughly review the •A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard arp•Ixmbn}IrIIYobu1001169f1munouImesue"Mmeruomiali"Irram11bwn•Ir+rnrlm almla+•el.yl lrru.r1tlels.rtr4.m91nxr..aYn+MA Dell ba1,y aI11 col plu rrrnrr r ru• r nr n I e+by nrsP,.ydrrlpr.itrud w d.•Ir,I•cn rr r+n •+y..nu yN r r yrr,ylnn+a•1 r aah..w al. dl ew M+, rr nr.n.,ra,r rn+ din 1 bwwphrn+wpruo..,bMissinIGMq r1.Y4Yy.b6mudrtl.bW IMbdMYp Y IIIII b.d riArqW.u rMl 614Y,O+s4 cIl•1 gOdMYnga+Yry4 MtlwnyT.Tomlwlll,V.E. b0111IoW t+eu.ON" uurbisrl.rem IrrrnaeWoolUm..ldoofM e ppgNesrpinrxAOld--rrp 4*romla>,nbny.r+ra,+rbnn,a+M.I.+roph..ri oblm,.+, '8DO83 Anh14bNpIf MI/MpIY gMArMIMd Ilrlm+M¢brwnMYMy0.+¢a.Im+S/o fpa4 lYy Uq 41denmatls1l IRI. 4451 St. Lucle Blvd. Fort Pierce, FL 34946rIybO?01{Adbollmut•A Ig1.lIsM10,11. tep ld'n/rm6alryl•a,i+p Lilipd idmOrmionplabweM1l•blGdfinxr-W1r11.lI ID,/F. Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA AO181390 WRSRCLM , FL03 Floor Supported Gable 1 1 Job Reference (optional) Al Roof Trusses, Foil Pierce, FL 34946, design®al truss com Run: B.1211 s Nov 1z ZU1 I Print: tf.izu s Nov i[ zuw Mi I ex industries, inc. Thu Dec r t6:24na cur r rage ID:ta7uo1To57o0tNCWmTn2mQyhggX-GWjZVQVZSO_2sR3H N bOcLLBw7fX_TyutrrNtd3yBJe fF,;FF<.F«.;:,:.;;:<:.;:.....: F:FFF<:, ,<,,..F:;F.;,; sF r,;, LOADING(psf) SPACING- 2-04) 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 FBC2017lrP12014 LUMBER - TOP CHORD 20 SP No.2(flat) SOT CHORD 2x4 SP No.2(flat) WEBS 20 SP No.3(flat) OTHERS 20 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. All bearings 6-10-8. Ib) - Max Grav All reactions 250 lb or less at joint(s) 13, 8, 12, 11, 10, 9 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-" oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard CSI. DEFL in (loc) I/dell Ud TC 0.09 Vert(LL) n/a - n/a 999 BC 0.03 Vert(CT) n/a - n/a 999 WS 0.03 Horz(CT) 0.00 8 n/a n/a Matrix-R 30 = PLATES GRIP MT20 244/190 Weight: 32 lb FT = O%F, 0%E Uq bu•I,.M.i.r'N xp IIE711(f0la'14YIL NlfStfDOGD6ItSI011111!trlUd0r1041FQAn. bR rMN.r.IMwf.bba+Y trA:l•lrIr11,ii Rrl Alm9OWN.. W11 W.rlA.rl IOrrr s1lMM6n.rrnr•w4m •wrnrrra,aw.*.tiRMPr•*r+W 4 AnMary 7. Tombo Ill, P.E. I.. OAi mb.rlN nr ryw0A1r/bb.r.rbu•ifr.rr.Nip.rWq ye..r+l rtl,rprrYdlii sirlM1l.lY pd rltd.IgWr rint.l6r r•WnarrWrrrrnv d &BM3 r W IA+.. ( u.wrur•rrambpa. IN AMr NWAIM.l l.n 46 b"%*.p.Un, Mybp•.l inu ftw ..du 44515t. Lucle Blvd. A•. hrAfrlyrf.•r4r rd.Y.rrlydr•M rnW M1bw biM4 brA1rWMY•,•b.rSp.lgr•+w 41YA V•M4•,lennnwl.D1L Fort Place, Ft. 34946 a OtII/ A•1i•rlLnvn• I1wMb1,IJ. t d'nArar.e.. hrair ddAd WOAe.iuM tdr•bwAlldb.tses• I I..1.11/J. u/P An1A.1 .I.Nw of P W.' Adl.q • , Job Truss Truss Type Qb Ply HOMES / SANTA ROSA WRSRCLM FL05 FLOOR 5 1 IRYAN A0181 91 Al a.,.,r T...... Pn 4 Di-ct uoea de .a _,. Job Reference (optional) 0-1-6 H' 3x8 = y•Ww 5S•....••• nun. o. tcv 3 Nut, tc 2011 rnnl: a.l[V s Nov 12 207 MI Iek industries, Inc. Thu Dec 7 16:24:16 2017 Page ID:IXMofrMaVb7Z7FFUeY3_NdzegNj4iHxil W BDh6vUbeTxlXrtYkua3ezCD203V6Q8VyBJr 23—i 3x4 = 30 = 34 FP= US = 2-5-8 I 1F -0 4-8 Dead Load Deft. = 3/16 it 34 = 30 = 3.3 = 7xH 3x6 = 3x8 = 3x8 MT20HS FP- 3x4 = 3x8 = 34 FP= 3x10 = 3x6 = 1.50 SP= 20-9.4 24-10-4 26-4-42 20.9.4 4-1-0 11{ Plate Offsets (X,Y)— 1:EdQe.0-0-121 I6:0T8 Edgel 121:0-2-12 Edge1 f23.0-1-8 Edge1 f25.0-3-8 Edge) 127.0-1-8 0-0121 LOADING( pst) SPACING- 2-" CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) 0.57 23-25 430 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) 0.79 23-25 312 240 MT20HS 187/143 BCLL0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.08 16 n/a Ma BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 134 lb FT = O%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat)'Except• T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) 'Except' 82: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. ( lb/size) 26 = 109010-7-4 (min.0-1-8) 16 = 217/0-3-0 (min.0-1-8) 19 = 1603/0-3-8 (min. 0-1-8) Max Grav 26 = 1095(LC 14) 16 = 311(LC 4) 19 = 1605(LC 13) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3506/0, 3-4=-3506/0, 4-5=-4382/0, 5- 6=4382/0, 6-7=-3227/0, 7-8=-3227/0, 8- 9=-3227/0,9-10=0/636,10-11=0/632 BOT CHORD 25- 26=0/2065, 24-25=0/4295, 23- 24=0/4295, 22-23=0/4382, 21- 22=0/4382, 20-21 =0/1 714, 19- 20=0/1714 WEBS 2- 26=-2283/0, 9-19=2451/0, 2-25=0/1593, 9- 21=0/1692, 7-21=269/70, 4-25=-872/0, 6- 21=-1458/0, 4-23=-261/571, 12- 16=-290/282,11-19=-733/0 NOTES- ( 7) 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. 6) CAUTION, Do not erect truss backwards. 7) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard ayn. r pr,..r•imorosigftala'Quwlroerumlaeruwrf Irl voaetiarrr. afi+r.rrr rw.enr.,.y..n¢lrr r.ne.artra rd..n. rhr..wmd.rm.wr 1N drleu d/MwdbblD YwY 40nt New bpw1i, 1ImR Igo jb ttd w Wepmen Sib wpm" M"OY Wis,bwdb"PIMS4Dr.•W) O.Rt*n¢t.Mgt IO.t,YYr r. udMlnubnNirbbmptNpdbOw.iM.itm cdgd bF1yA.YburtddbO.bRrbfrdMlbroYrlM1l 4q tddbalr.W.YdbinD.rt8 y0y t gYYtrYmM1tldwbnpeYnd AntlwnyT. Tomla 111. D.E. b1alY/ Fyirll0 b aMtt.d b R9rb Onr iYrtdbWWrlYq didynM a pISIJrdYddgUrW7 n,dmdbp d plw.. IM1Hdn b,.tp"IsiMr On Sib VMS r.q, Imt My lq r 1,.fWbs.im dnioMWillfa n•r4.rw"ltd rt,d,r hlm,adp6ymnrmbertinty.ImsSymjq.del ugmrr„nourenu. 80083 1 St. gpilltOtll/ A•Ilwlltntn•4rg dl.loE AI,/l. tep d'n.roeu,'s mnlla/1.atliln itpdwd. 0e ooionnle.drAwA•)twlbn>es•WIrr1.lade 10,/J. Fort FL Blvd. Job Truss Truss Type N PlyRYAN HOMES / SANTA ROSAWRSRCLMA0181392 FL06G Floor F 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, desgnCaltruss.com 0-1-8 H , 2-"- 1 P4 4x8 = MSH422 402 = 3k4 = Run: 8.120 s Nov 12 2017 Print: 8.12u s Nov 12 207 MI I eK Industries, Inc. Thu Dec 7 10:24:16 207 7 rage I D:fXMofrMaVb?Z7F FUeY3_NdzegNj-IiHxHV4BDh6vUbeTxlXrtYM43gpCFg03V608VyBJ( 1 24)-0-4 2 29 28 27 26 3x8 MT20HS FP-- 5x8 = Sx8 = 30 = 1F35-8 I _ DA-8 Dead Load Dell. = 3116 Ir Us = Us FP= 400 = 3x3 II 3x3 = 7 a 9 10 __ 11 12 25 24 23 22 21 20 19 Us 11 Us II Sx10 = Us FP= 400 = 3.3 = AW 13 1415 Cris si 18 1716 Us = 10-8-0 20-9-4 26-" 2s-" 10 e-0 10-1.4 5.7-0 0.414 Plate Offsets (X Y) - 11:Ed9e 0-0-12] I6.0-1-8 Edge] 17:0-1-8 Edge1 123:0-3-8,Edgel,124:0-3-0,0-0-01,126:0-4-0,Edgel,128:0-3-8,Edge],130:Edge,0-1-81,131:0-1-8,a0-121 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) 0.50 25-26 496 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.69 25-26 359 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.08 20 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 163 lb FT = 0%F, 0%E LUMBER - TOP CHORD 20 SP M 30(flat) *Except' T1: 2x4 SP M 31(gal) BOT CHORD 2x4 SP M 31(flat) *Except* 81: 20 SP M 30(flat) 84: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat)'Except' W3,W6: 2x4 SP No.2(flat) BRACING- TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing, Except: 6-" oc bracing: 19-20,18-19,17-18, REACTIONS. (lb/size) 30 = 1689/0-74 (min. 0-1-8) 20 = 1899/0-3-8 (min. 0-1-8) 17 = 168/0-3-0 (min. 0-1-8) Max Uplift 17 = 48(LC 5) Max Grav 30 = 1693(LC 14) 20 = 1902(LC 13) 17 = 263(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOPCHORD 2-3=-6033/0, 3-4=-6048/0, 4-5=-7209/0, 5-6=-7209/0, 6-7=-0340/0, 7-8=-4257/0, 8-9=4257/0, 9-10=-4257/0, 10-11=0/851, 11-12=0/851, 12-13=-114/323 BOTCHORD 29-30=0/3358, 28-29=0/3337, 27-28=016918, 26-27=0/6918, 25-26=0/6340, 24-25=0/6340, 23-24=0/6340, 22-23=0/1987, 21-22=0/1997, 20-21=0/1997, 19-20=-323/114, 18-19=-323/114, 17-18=-323/114 WEBS 2-30=-3709/0, 10-20=3018/0, 2-28=0/2962, 10-23=0/2485, 4-28= 144410, WEBS 2-30=-3709/0, 10-20=3018/0, 2-28=0/2962, 10-23=0/2485, 4-28=1444/0, 7-23=2401/0, 4-26=357/319, 5-26=-309/0, 7-24=0/674, 13-17=-149/421, 12-20=-890/0, 6-26=0/1384, 6-25=720/0 NOTES- (11) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 17. 6) Recommend 2x6 srongbacks, on edge, spaced at 104).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. 8) Use USP MSH422 (With 10d nails into Girder 8 10d nails into Truss) or equivalent at 5-11-4 from the left end to connect truss(es) FL07G (1 ply 2x4 SP) to front face of top chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 11) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plt) Vert: 16-30=-10, 1-15=100 Concentrated Loads (lb) Vert: 4=-845(F) a1ylwryry r.r umdlmnsi IlRamuwsrlaoroeanwfunrlmatouan 1..1.4wrl..nSol arll.laarta.o>t.l+...rn..l ar+rle. bW t drlbmddbndbbQd.bldl nrOm by B's.1R7r!1..)hud g1M ron a4s 1Y f in".4.0"1066wdb woo 1.10sM r 0*..b M1 Anth" T. Tombo 111. P.E. rydMlm/bgbYr.bmr.dYldbb—.1611mos's bredl Ib Ydl,rry...b.rtddb C.YR Ibd 11 11Y IIRI bpwiiYl IwW 111bbwl.dt811'*•Y IYYIOdYYnp iY1 8M3 rteeyays000l . ursld..rlurrpumrNdmdbMbgtosPrtrr,r.afttIMlrsr111nrw+we1sbr*ro osus,r.u,runrrlm,s.,lmsus*t.rlm,dm..,rn, I 4451 St. Lude Blvd. 14mwrd IIrrlldm Iw1..q 4 dpoll."10 NIms blyhyw.IM b 41yb1¢.. Mssld. Ispl0 dy Wq dgrd 1Mmm Hsd Yllll, Fat Pierce, FL 34946 gpiru O 101{ A•I tsd Insses • As4wr I.Isis ql, I1. lepsbofs. d On4 rwn, is nl b1b is's{i{drA.i16r1she mmnpsohsin bs A•19sd hems • 4d q 1. look M, I.I. Job Truss Thus Type Oty Ply HOMES / SANTA ROSA WRSRCLM FL07G Floor Girder 1 1 IRYAN A0181393 Job Reference o tional Run: a. Pzu 5 mov 1[ zu1 r rnm: a.1zu s NOv 1Z zu11 MI Iex Inausales, Inc. Zhu Dec 1 16:24:17 2017 Page ID:fXMofrMaVb?Z7FFUeY3 NdzegN)-DurJw5Wp?Em61DgU?24QmHBLT56xo3919s_gyyBJc 1-3-0 3x3 = 0 B 0 1 1.5x4 11 2 9 1 3 3x3 = 4 ISO 11 Wt ELI' I wl 1.50 11 1.50 II 7 6 3x3 = 3x3 = 3-8-0 Plate Offsets (X,Y)— 11:Edae,0-0-121 LOADING(psf) TCLL 40.0 SPACING- 2-" Plate Grip DOL 1.D0 CSI. TC 0.62 DEFL. Vert(LL) in 0.01 loc) 5-6 1/dell 999 Ud 360 PLATES GRIP MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Verl(CT) 0.02 6 999 240 BCLL 0.0, Rep Stress Incr NO WB 0.31 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 20 lb FT = 0%F, 0%E LUMBER - TOP CHORD 20 SP No.2(0at) BOT CHORD 2x4 SP No.2(0at) WEBS 2x4 SP No.3(flal) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 8 = 945/Mechanical 5 = 95310-3-8 (min. 0-1-8) Max Grav 8 = 945(LC 1) 5 = 953(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1076/0, 3-9=-1076/0 BOT CHORD 7-8=0/1076, 6-7=0/1076, 5-0=0/1076 WEBS 2-8=-1311/0, 3-5=-1311/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 1-4=-350(F=-250) Concentrated Loads (lb) Vert: 9= 623 r yrwmymr.r'lInnmFl(19tt1'IilBtl>BO1fo0106161o11fn!Orluaanllua rral rl+Irr..anrnrrl.arna hY bgPlllrrldnLl d•x.rllbcolknlan.. YYtfQ w.rw+.rn/.dr 19160=00r"Wr/rrlM Y 11 U•Innleyywna1 11 trod.gD vn.agrnrr IV/ twn dYlrrlgdr M d.obMl.rlr h,wY U1 6M*•oy YdatuY.ttWq 4"tharysSM31Tombo 111.P.E. rmolftbn,rwlryerny.ay4ro...fthues 110083rr.rrr rtr u.nrrrrmrr owrNYr 4rwartorfrmr...PISIr.rarynlrvunnr.drrrl.wn.nwlerr.y.rr run+rl.nr u.nr ytr.ro.urrs..w 4451 St. Lucie Blvd. wo.+rwk tra rr.r1a's,r er Ir wr*yebl lre yluy..wM1a SIO lyrdRM114 a.f.lrn su16dYUJ Fort Plesce, FL 34946 0111/1•It dLnsrs• l.lnd•01,11. 1 dllopnsxY,i ham •Witel A MII•riIM sa eu11M6•ss•s-IU r 1.1•r• 1J. rrP rr 1 • r lob Truss Truss Type Qty Ply HOMES / SANTA ROSA A0181394 WRSRCLM FL08 Floor 1 1 AN Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, designClattruss com 0.4-0 1-3-0 2-" 54 = 30 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:17 2017 Page ID:IXMofrMaVb?Z7FFUeY3_NdzegNj-DurJw5Wp?Em61DgU?24QmH80T1DxIX919s_gyyBJc 1=f 2-1-0 1-3-0 244 " 1-3-0 " H " 0,2-,12 3x3 = 3x4 = 34 FP= 34 = 30 = U3 = 34 II 8 7 8 9 10 11 12 13 14 3x6 = 3x6 = 3x4 =34 FP= US = 34 = 20-11-0 Q-1-0 13-8.8 2045.12 20*12 13-" --- -- 6-9-4 a -0 0-4-4 Plate Offsets (X,Y)— 11:0-0-2,Edgel,111:0-1-8,Edgel,121:0-1-8,Edgel LOADING(psf) SPACING- 2-" CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.17 22-23 >954 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.23 22-23 >714 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) -0.02 19 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 108 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP N0.2(flat)'Except' T2: 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(fla1) *Except' B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. REACTIONS. (lb/size) 1 = 700/0-3-8 (min.0-1-8) 16 = 336/0-3-0 (min.0-1-8) 19 = 1220/0-4-15 (min.0-1 11) Max Grav 1 = 723(LC 5) 16 = 345(LC 4) 19 = 1224(LC 13) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-747/0, 2-3=745/0, 3-4=745/0, 4-5=-2023/0, 5.6=-2023/0, 6-7=-1768/0, 7-8=-1768/0, 8-9=0/423, 9-10=0/423, 10-11=0/423, 11-12=-322/0 BOT CHORD 23-24=011667,22-23=0/1768, 21-22=0/1768, 20-21=0/1215, 19-20=0/1215, 18-19=0/322, 17-18=0/322, 16-17=0/322 WEBS 10-19=311/0, 1-24=0/989, 4-24=-1020/0, 4-23=0/393, 5-23=-412/0, 8-19=-1516/0, 8-21=0/893, 7-21=44110, 12-16=-420/0, 11-19=-730/0, 6-22=-315/0, 6-23=0/667 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) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard IteMe..yl nr.r Imalsiss1 191amutmaumtmsmlar lmontnnrrravv*6vrSookinmxr,{d..IrescoloW.0 n1 oe,rYrllNMwlrblp.Ynf1 U{6m Yy b^.p{,s IpKswrwlNn wae rlrl n++r.ve" "Ok" Anthony T. Tombo 111, P.E. r. r/e{Inub.pYYgbb grWlqlbDA,rOw•itbm to. MMrrky..YrrW/6n.rprYholW*twb vdX1. It opddlolrr R W.0 l Y ln%snMq rlq vop.m a d"ddloft —p1 H3 bOligbwp.. o U onto". FINr 1. Pbblrp ovs lb glopdW* 16MMMOrYA1 M 111rW1.{,O"Wb pl ron ULIYlf ti ryeltllYfrWtl YtmtMtr.,Isn Mo lger rLnf biY s.rm 4451 St. Luc1e Blvd. elnw Yrgttrr.l sr...,rgNal.r{Inlr 14lnn Mytgr.nn016w b1t... Im,sN.Igr.$slim" ugerlro nemlrtnl. Fort Pierce, Ft. 34946 G„+ i11s0701AAllwllmw•AAprl.ItobN,11. teptl.4it.dIbis 4etee/1,ItMay IMLi{ptllllll4.IdINOt.IIM.Itlet{41MIINA•Ifell (ItS1tS•AtIIM/1.look III,IJ. Job Truss Truss Type oy Ply RYAN HOMES / SANTA ROSA WRSRCLM FL09G Floor Girder 1 1 A0181395 Job Reference (optional) At Kool I russes, ron rrerce, rL a4a4o, oesgn(Waiuuss.com ran: e.1zu s wov 1z zui r Pnnr. u.lzu s rvov 1z zu1 r mi i eK ulousines, Inc. i nu oec i 1b:z4:1a zo1 7 Page ID:fXMofrMaVb7Z7FFUeY3 NdzegNj-h5Ph7RXRIJMdjvos2jaJzzpLrlV6gGdJXpbXCOyBJe 1-3-0 3x3 - 4 1 1.50 119 1 2 3 3x3 = 10 4 1.5x4 11 1 yy2. \\ 1 IN 1.5x4 II 1.5x4 II 7 6 5 34 = 3.5.4 3x3 = Plate Offsets (X,Y)— 11:Edge,0-0-121 LOADING(psf) SPACING- 2-M CSI. DEFL in loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) 0.01 6 999 360 MT20 244H90 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(CT) 0.01 5-6 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 19 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-04) oc bracing. REACTIONS. (lb/size) 8 = 1094/0-5.0 (min. 0-1-8) 5 = 798/Mechanicel Max Grav 8 = 1094(LC 1) 5 = 798(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-565/0, 2-3=-791/0 BOTCHORD 7-8=of791, 6-7=0n91, 5.6=0/791 WEBS 2-8=-958/0, 3-5=-958/0 NOTES- (5) 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-M oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Standard Vert: 5-8=10, 1-4=-100 Concentrated Loads (lb) Vert: 9=779 10=-749 rq•Kwa ry yMn`'a1100111630(tEtITLY SI IOISr,t0o1106t61D11r1r.0')a OrIDWflTra Ml.+i.anr Iwr. b he, My UM4 lrr Id rl. t drRlllieofW tin a Mn4.- mi.r D.wir ei,t.rir.n.rrrlA.rrrer.n.rwa or.+.m,a•.trr..,ls r.. nrrra,r.+.M...,arrA or."eAm+.rnArt..ru,.n.a.wi...+w Arift 'T.TanboIII,v.E. r.realm,r.lw ernY.d rrA...ro..rr.irar*r rlryln,.reidrrurarrrrw.rrnu nv rrrrar.wn,rrenr.ur rr oA.a..rle or.r..Arlr s 8=3 reryrrprtr r urnr r.rmrr a.rr+r rrrr t o.rleyW.r.paplrerrrnlrtpends r r rr.r, nu"Msworm—him.rIon rrao,rilms,l.byisp-1ism rro...r,u 4e.w. e.rh.a.e rr.rihdr.srrrr enwrv,tgwhrAraelgeny.,.bufri.i r rgwre u rYCr1Yn raM4.Dr1 St. Lurie Blvd. 4 Fat Dlerce, FL 34946 ehiilb O IIIA A I Itd finer Adrq I.lait IAIJ. Iry.4nin d 64 dat m, is say low. it p45orol w d rdt nets preinin 6n A•1 Itd Imm.Iubr 1. look 10,1J. rlob Truss Truss Type aty Ply RYAN HOMES / SANTA ROSA AO181396 WRSRCLM = FL11GE GABLE 1 1 Job Reference (optional) Al Roof Trusses. Fort Pierce, FL 34946, design(dattruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Thu Dec 7 16:24:18 2017 Page MofrMaVb7Z7FFUeY3 NdzegNj-hSPh7RXRUMdjvos2jaJzzpRXIYOgJeJXpbXCOyB k p` ID:IX h- 3x3 = 1 1 1 1 1 1 1nil 1 1 1 1 1 f F.vr... r... :::: r'r'FFf is f` ffF F:%::.h rfir. rFl..f Fr rF 26 25 24 23 22 21 20 19 18 17 16 1s 14 3x3 = 5 0 6$-0 8-0 0 9 4 0 10 8 0 12-0 0 13 0 _ ,14$-0 15 11-0 1-0 1 4 0 1 U I 1 4-0 1-0 1 4 0 1 0 1-3-0 Plate Offsets (X Y) - (1:Edge,0-0-121,127:0-1-8,0-0-121,129:0-1-8,0-0-121 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 20 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 72 lb FT = 0%F, O%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(8at) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-" oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-11-0. lb) - Max Grav All reactions 250 Ib or less at joint(s) 26, 14. 25. 24, 23, 22, 21, 20, 19, 18, 17, 16. 15 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 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 14-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 104)-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) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard prl• rA..n•p1n Y. r'H IC-0I116f6t101f1 QBL ®1Ct1A0nI06lEIlY f'Yq')Uo7/lap¢rrYa "** - Arw- w0118 W O ratr.sjnn 4rurrrnlbr rr•r•berinl y.sAr.y gAy..lr r.gO..a,irn4rr+rt xr a.>rA.rl+q r.me4m.ri rr„rnu.n6dP,o.rrnhd"Nd *ri4 AMhonrT.Tombo111,D.E. rryrbbbrorq W nr,ry.,OYI/rQ..r O.1r.Y,bhp.rltlyAV,.re d r I,rNrrMlHl oYr1111. 1Y rl rlirq W.r6ntri/.Ff,aflrrYq Ylr rny.aWri v8=3 rwrrr,y.ru.a ur,ur.rr rrp.r.rri•r,drlrsrl.y.rf Mt0.plgr,bwArrla•.- r..rrrrrrr, nuMow .WwAift,rrn+rn.,ew,.bm bwhiwrb ir+e...ru 4451 St. Lucie Blvd. w.. x,WlFrlr•e,drY.,rrydrrMYnYd Ibbuf.+}t.sh1A1r4Y Jp..InnlO.hp.gWq Yq.tMYmnwIAYdYI1N Fort Place, R 34946 i1bO111AAI1wILnvr• Ar0•.I1.loMm,}, ter•MuMddirNrned,uulbwi.tlbiklrAwrlk.nEnln.ndr6»AIIM16rsxs-WMg1.1..10,R1. Job ss Truss Type aty Ply RYAN HOMES / SANTA ROSA WRSRCLM FFL12 FLOOR q 1 A0181397 Job Reference (optional)' 0.1-8 H 1 2— I 3x6 = 2 3 vec r ,o:ca: ar cu v rage ID:fXMofrMaVbTZ7FFUeY3 NdzegNj-9Hz3LnY3VcUUL3N2co5YVBMSTHIYPfWSmTL51gyBJd Dead load Dell. = 1/16 it 30 = 3x3 = 3x6 = 1_ 5 6 7 a i Popo_ Aimikl\ipopo_iiP-aI 1WIN IN j 30 = 3x6 = 34 = 3x6 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) 0.20 12-13 941 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) 0.27 12-13 692 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 81 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) SOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(Oat) 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) 9 = 852/0-3-8 (min.0-1-8) 14 = 858/0-7-4 (min.0-1-8) Max Grav 9 = 852(LC 1) 14 = 858(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2512/0, 3-4=-2512/0, 4-5=-2727/0, 5-6=-2488/0, 6-7=-2488/0 BOT CHORD 13-14=0/1555, 12-13=0/2727, 11-12=0/2727, 10-11=0/2727, 9-10=0/1588 WEBS 2-14=-1720/0, 2-13=0/1058, 3-13=-299/0, 4-13=513/59, 7-9=1743/0, 7-10=0/995, 5-10=713/50, 5-11= 96/257 NOTES- (6) 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) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard tn, y.nwx..ry,M.r•iroalstalfuialamulmarimaoastRlmillritrlriuo+uu+arrra rwbwr r.r.„.mrurw e,.yDcgrrex.11 l,s.uw...9wre..., ai,u+..wasi.rd..v binr irbr,,Ybw rMlle.bnY 1„Unib*lT D,, br 4 iTr.lr ua.w alWwn ags.erV*MW p,,.l nwaMb rbydrps Un,piri.rMr1. W nn Dl eiwir,.rrlti.N qw* b baq by..bbmuditW.rKIr bdwkluY.IlR1. bqdob low.? bm. da1wiLVddgh0 / d,*,.ONO Wival dd Mo.imad d I r ' TOI 3 111, D.E. L094 b.r.d„drbrerwlyoal fegr.e.pogreerklnrwro,d..rrp.r.a mlrs,rnYnr M.9ionrru.nb,y.,l,n,bd tywrlm,sae,.,rn 3n..h.r.b,wrnl bim,bolo hobbllebd u..im,h,blb,.adgba" V4mwW.106 id.11ll ort erc , FL 34vd. 0111AA•I twttmv,• Fort Dlerce, fL 349d6 gPMb AAlgl.luMN,tJ.tepdroindi6ifl acu,owll si,pdil'ded 6wlOcnAare isdnln A•ItMlLnxf•lubryt.h I.W.t1. glob Truss Truss Type ON Ply RYAN HOMES / SANTA ROSA A0181398 WRSRCLM FL13 FLOOR 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 0-1-8 H Nr0 1.50 II 1.5x4 = 3x6 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries. Inc. Thu Dec 7 16:24:19 2017 Page ID:IXMofrMaVb?Z7FFUeY3_NdzegN)-9Hz3LnY3VcUUL3N2c05YVBMSSHigPebSmTL51gyBJd I 2— Il— I1-3-0 G-" Dead Load Dell. = 1116 it 1.5x4 11 3x4 = 1.50 11 3x4 = 150 II Sx6 = 3 4 5 6 7 8 9 3x4 = 34 = 1.50 11 3x4 = 4x6 = 15-7-0 1-0 15.7-0 Plate Offsets (X Y)—11:Edae,0-0-121.14:0-1-8,Edgel,19:0-1-2,Edoel,112:0-1-8.Edael,116:0-1-8,0-0-121 LOADING(psf) SPACING- 2-" CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.29 13-14 >643 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.37 13-14 >497 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.03 9 Ma n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 78 lb FT = O%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flal) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flal) WEBS 2x4 SP No.3(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15 = 847/0-6-14 (min. 0-1-8) 9 = 847/0-3-8 (min.0-1-8) Max Grav 15 = 847(LC 1) 9 = 847(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2479/0, 3-4=-2479/0, 4-5=-2587/0, 5-0=-2587/0, 6-7=-890/0, 7-8=-890/0, 8-9=-892/0 BOT CHORD 14-15=0H530, 13-14=0/2587, 12-13=0/2587, 11-12=0/2069 WEBS 2-15=-1692/0, 2-14=0/1049, 3-14=335/0, 4-14=-484/140, 9-11=011182, 6-11=1303/0, 6-12=0/859, 5-12=433/0 NOTES- (6) 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-" 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. 6) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT form. LOAD CASE(S) Standard t6, YI•Ibm bn ll roM b'1110U 118YS f+aie'Qmu lanrtDororsmial j1111rtIt00r111(1DRbra bhbrY,'Ibl r,rdn. b.insby.P Irb 1 bbLll l/.ro9nrdnr,a bMsd..b Ord• b ilb,p blNmab,r r,HMMYblbbb,dl br4n,bylq,eD,.fpsrlpvlbsd.wmnr nemra rbate„q..yn r/rbryeb gSlM,plad.bin re.r lnl.bwr+eww.wrrr,rrl,vrrl p,athmy T. Tombo Ill, P.E d.v4bllnubRHlgabn,(.dly/bOm.bO.is.e,c,lgoo bbi*ksipwbbWddbW.btlrbbdbWiqvka11Kl.bWprd4bx IWO?kM d2.1Mk bMWftmy..oY.rbgdrbb,ry..Yry4 ?8M3 4 tNglwPrudu. Urbt,/...b, ago b ronr r,rb iYgbq.r3itlr Wb ftXQNbudry in Now 0,d.salbpedpin W16bsb„q.blbnrWr4blun Myr,lsrsbq bpsnrinn b.4ere,rM 4451 St. Lude Blvd. Anw16Mh.brmgrw..dgbarin b,/,d Ib imsDYp 6lbwbrDlbMb 6,¢..Imssp.hp.q Wlq. U,.pdrdenneMr.ilsl. Fort Pier[!, FL 34946 gpipM0ID1AAdbeflnun•AAW1.I.ol.N,PJ. bpotroindthis lnosn6urglwb,isp1bibmwdbaiM1ropen pa.i%i"heA.)IW rffrl-Aulafl Ink III, P1. Job Truss Truss Type Ob Ply RYAN HOMES / SANTA ROS_A WRSRCLM FL15G Floor 1 1 A0181399JJobReference (optional) 0-1.8 H 24i-0 1.50 II 1.5x4 = 3x8 = 1.50 II 0 1 2 3 u 21 . a,-- 19 18 34 = Sx8 = v... v..w ..1.w.....,n. o. lcv 5 revv Ic cv I 1 MI IV. -.WU5V,e5, Inc. I nu vec r io:co:cu cui r rage ID:IXMofrMaVb?Z7FFUeY3_NdzegNidTXSY7ZhGwcLzDyEA8cn2OvYy0ip8?! mac 74eHGy8Jc i 2-2-8 I 1 1-3-0 Dead toad Dell. = 1/8 Ir 3x4 = 34 FP= 1.5x4 II 34 = 4 5 6 7 17 16 15 14 34 11 4x6 11 3x8 MT20HS FP= 3x6 II LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) 0.38 14-16 602 360 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) 0.53 14-16 434 240 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.08 11 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(ffat) 'Except* T1: 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 11 = 1609/0-3-8 (min.0-1-8) 20 = 1202/0-7-4 (min. 0-1-8) Max Grav 11 = 1609(LC 1) 20 = 1202(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4041/0, 34=4041/0, 4-5=-4041/0, 5-0=-5468/0, 6-7=-5468/0, 7-8=4674/0, 8-9=-4674/0 BOT CHORD 19-20=0/2290, 18-19=0/2274, 17-18=0/5468, 16-17=0/5468, 15-16=0/5690,14-15=0/5690, 13-14=0/5690, 12-13=0/3093, 11-12=0/3115 WEBS 9-1 1=-3449/0,2-20=2532/0, 9-13=0/2004, 2-18=0/1918, 8-13=858/0, 7-13=-1108/0, 5-18=4 741 /0. 7-16=733/166, 5-17=0/463, 7-14=0/296 NOTES- (9) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) Use USP MSH422 (With 10d nails into Girder 8 10d nails into Truss) or equivalent at 15-94 from the left end to conned truss(es) FL09G (1 ply 2x4 SP) to back face of top chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING - Please thoroughly review the'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 11-20=10, 1-10=100 Concentrated Loads (lb) Vert: 8=-698(B) MSH422 1.5XI II 400= 8 9 13 12 7x6 II PLATES MT20 MT20HS 1.50 II 1.5x4 = 10 c 23 Q13, 1 4x8 = GRIP 244/190 187/143 Weight: 117 Ib FT = O%F, 0%E my1bNr.+y.,b.6 11INICS94(WIUIumnImf11lDQ1r1M(b101fAlgIImonmualrr.e.rr6Wr.Ir,N.r.roMtn Im,b,}lk"PMeebIAg1.bs1,rlldMw%WW mWn,M.,.OlI.6111,M IIINmIa11f1., YbwrrMlp.blW &IIbn rq hru d,-i0111e7 hp.lr"do .r lrnprl.e. hee.*..yeekh"lNs,, DOI" N. rrr,u.ur.1u61n6ngwrlrso..,ro..r,m.ar4r.6l.leewl..rr.rrrrd.rpNrbsarlrNmlh.Idrrulrgw..rr11l,.er,l.egv rue.Nr,rarrllgew4 ANthony1.. 80083 Tombo Itl,D.E. 61agr, p Nlr.r ur.,rr.rror6rm,rrwnr6wiyl.rsrglrm.pogNmrhlnrxuolr.drpwrrso oNranrl.y.,sollNranrru.n6y.,ln,aylyrl Nl.,wr,MW 8063 Ar. b WIN.INIn NN,..rghdrb,blrlr hlm,M¢hwlsn10166Y b,¢...Im,frm l I.r bWq UgeWdo,r.4Wb11N 4451 St. Lucie Blvd. Fort Dlerce, FL 34946 ypI{ h10td1{AIteoilmut•deMgl.lemMro,/1. tep.dratt.eld'n/Krseu,ugel Mo,nprdil'red.idMlkn6nrnoi,tiwbwA•Itwlhnr,•btlM11Im11111,IJ. 4ob Truss Truss Type QtY Ply HOMES /SANTA ROSAWRSRCLMFL16Floor21A0181400 AN Reference (optional) Al KOOT i Nsses, ron rrerce, rt. arrto, oesrgntWaTuuss.corn 0-1-6 HI 2-" 3x6 = 3 nun:o..cus rvVv rccu•r 1—-o.icv a..w •cay.• •.,•, cR ,•w..a.w.•••..• •••-.. , ..•. •on.. ID:fXMofrMaVb?Z7FFUeY3 NdzegNOTXSY7ZhGwcLzDyEA8cn2OvclgON82Tc_74eHGyBJc 2.4-0 -33-00 3x4 = 30 = 34 FP= 4 5 6 7 P Dead Load Den = 1/8 Ir 34 = 8 9 10 c A 20 6 34 = US = 3x3 = 3x8 = 34 FP= 3x6 = LOADING(psf) SPACING- 2-0 0 CSI. DEFL. in (loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) 0.41 13 14 563 360 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) 0.55 13-14 421 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.08 11 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flal)'Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) *Except* 132: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 11 = 1054/0-3-8 (min. 0-1-8) 17 = 1060/0-74 (min.0-1-8) Max Grav 11 = 1054(LC 1) 17 = 1060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3335/0.3-4=-3335/0,4-5=-4159/0, 5.6=4159/0, 6-7=-3380/0, 7-8=-3380/0, 8-9=-3380/0 BOT CHORD 16-17=0/1980, 15-16=0/4159, 14-15=0/4159,13-14=0/4072, 12-13=0/2023, 11-12=0/2023 WEBS 9-11=-2221/0, 2-17=2189/0, 9-13=0/1500, 2-16=0/1498, 3-16=291/43, 6-13=-765/0, 4-16=-1154/0,6-14=228/548, 5-14=-282/71 NOTES- (6) 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) Recommend 2x6 srongbacks, on edge, spaced a1 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 96 lb FT = 0%F, 0%E anym r.pry M.r•irrocirelxsNue'tamarmecurororsnswrN lrmonwuuirr. r rs+rr rti.u rr.rtwrt.Dalrrrr.rr ad.o,rtrr...rrm.rn. eru..wmr.rm,y rran.e.ratrrw rrrmt.rdrut4 tbySTspt,11dt7 1r.r wmvrrn.agr.rrrrn..tinwoMrrr rr..pin el rmrrr..r nrr.dryn.yrwrrlrre,nrM Anthony T.Tomtw111,PE. rwrrr.ur r,rrnr rrrro.•.,ra..e.cryr.r eyry..16ormrr19.r1frrrd1Ai1eurrin1 ]kWddb Wd.%M 0 ditI' -Mgkeyaq..serrl-Merwr, Id i 8M3 r tam INW.W dM. OWn Or No r m rr Flomr P+r.rr N4tN*WW* rd.p1Vlp6rr R III uISpT n iA,dr per rda OnN n rmpmlM dl/.nrr Ens boa. INS W*hp. r l,n, e,lm 4451 St. Lucie Blvd. AnroM I4r(r t s1 nrrJ?dprWnr,N Fort Pletce, FL 34946 frypgtr01016A• Il.rlfrnur•A.bnrl.l.6tI0,rJ. ttpdrmadl6bl coed,irrrylwwitMd'bitdmAwidrninap iwiu6nA•IGd6nfa•41IoFl ImMtlI,IJ. Job Truss ' Truss Type oty Ply RYAN HOMES / SANTA ROSA WRSRCLM FL17 Floor 2 1 A0181401 A D—f Tr .n. C. D:e..._ rr •,.o.= .__:__._.._.__ Job Reference (optional) 0-1-8 Hr 2-" 1 34 = 2 c w r. mr r cw nwvs res, mc. r nu vec f lO:L4:L7 Lul r rage ID•fXMofrMaVb9Z7FFUeY3_NdzegNj-515gmTZK1 EkCaMWRjr70acRnn4NHIVglDngBpjyBJd 2{— 2-4 —11-1-3-0 30 = 1.Sx4 II 3x4 = 1.Sx4 II 34 FP= 3 4 5 e 7 Dead Load Deft. = 118 Ir 1.Sx4 II 3x6 = 1.Sx4 II A . r I 1—.. 00011, 4.7--d 34 = 16 15 14 13 3x8 = 3x8 MT20KS FP-- 3x3 = 11.50 II 19-3-12 12 3x8 = 11 34 = Plate Offsets (X,Y) - 11.Edge,0-0-121,12.0-2-12,Edge1 14:0-1-8 Edael 19:0-2-12 Edoel 118:0-1-8 0-0-121 LOADING(psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) 0.38 12-13 610 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 SC 0.87 Vert(CT) 0.51 12-13 452 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.07 11 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-S Weight: 94 lb FT = OAF, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- - TOP CHORD Structural wood sheathing directly applied or 64)-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 11 = 1048/Mechanical 17 = 1048/0-7-4 (min.0-1-8) Max Grav 11 = 1048(LC 1) 17 = 1048(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3289/0, 3-4=-3289/0,4-5=4075/0, 5-6=4075/0, 6-7=-3304/0, 7-8=-3304/0, B-9=-3304/0 BOT CHORD 16-17=0/1956,15-16=0/4075, 14-15=0/4075, 13-14=0/4075, 12-13=0/3990, 11-12=0/1959 WEBS 9-11=2166/0, 2-17=-2162/0, 9-12=0N487, 2-16=0/1474, 3-16=291/35, 6-12=-759/0, 4-16=1107/0, 6-13=-227/532, 5-13=27W74 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) 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. 7) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard arq lr r yr.a.r•sirr4llleut at aritll lmnrtoolomdter4i o piuomnoL+tt+rr.. uyryrr..rnrd r rr,rr.,+on e/..rinl)rr r.Ll.r rilroosra anw Ir/la..arr rrr1.MwlrslrnrrrnrrrmIlrl11.1 nln r4 Dr.f mi4 lrrd.tsr.rnrr lydy..tiny.•alrreyrr yla.obit rrurt,.rou. trwr..n W errl*M 0093 rr rrllm,r.rlryerrlM.arlrro...ro.rlr.a*rlr rr.,.r rrriarrtrrwrw.rnu.nw.drrisr wMrr w rr rrlor..urrr rrrrrly rerrr A"tApllT.ll.D.E. rrrlr rlrar Urnlrr r Rirr dnrr*bn it M I trsrlrwlrr M4r+rr 4 lad 501 .rbr rrb lrrprn IFl rnrrrynYenrlr<rrlmrMVrr. Lwr J 811083 rr hPWW6wrbe r..rm 4451 St. Lucie Blvd. w.mwylur.,rn+rr.lhai.rwrrnr annllnrer.burrwrs+4+..trw,sls.S nrRwry u en.rnlenrl.mi. IrpFat Plelce, Ft. 34946 rypi1MO101/ A I t 11 Lnul • bd q I.IeM W, /1. 6e a d dis /nelo.' arb. it rJbiLl AI rar.n41 pr Llirbw A 11 116nxs • WM.r 1.1 II,J. Job Truss Truss Type oty Ply RYAN HOMES / SANTA ROSA WRSRCL FL19 Floor 2 1 A0181402 Job Reference o tional R 1 Moor 1 FU55eS. ron tierce, rL JRV40, oeslgn(Wa 7 uuss.com nun: a.7zu s r4ov lz zul r rnni: o.7zu s rvov lz zui r Mi ieK inOUSuies, mc. inu uec / 1b:24:z7 zul / rage ID.fXMofrMaVb7Z7FFUeY3 NdzegNj-5f5gmTZKIEkCaMWRjr70acRgG4OStw91DnqBpjyBJd 2-6-0 1-10.2 1-3-0 1.Sx4 1 34 = 1 5x4 II 3x4 = 1.50 II 30 = 3x6 FP= 1.Sx4 II 1 2 3 Tj 4 5 6 7 a 4 W; IIIb. L 17 16 15 14 13 00 12 3x4 - 34 = US MT20HS FP-- 3x3 = US = 1.Sx4 II 18-10-2 18-10-2 Plate Offsets (X,Y)— 11:Edge,0-0-121. l4:0-1-8,Edge1 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) 0.32 12-13 711 360 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) 0.44 12-13 516 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.07 11 n/a n/a BCDL 50 Code FBC2017rrPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat)'Except' T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 1030/Mechanical 17 = 1030/Mechanical Max Grav 11 = 1030(LC 1) 17 = 1030(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3213/0, 3-4=-3213/0, 4-5=-3937/0, 5-6=-3937/0, 6-7=-3223/0, 7-8=-3223/0, 8-9=-3223/0 BOT CHORD 16-17=0/1916, 15-16=0/3937, 14-15=0/3937, 13-14=0/3937, 12-13=0/3872,11-12=0/1919 WEBS 9-11=-2121/0, 2-17=-2118/0, 9-12=0/1442, 2-16=0/1434, 3-16=291/20, 6-12=-718/0, 4-16=-1021/0,6-13=242/484 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-10d (0.131' X 3-) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard Dead Load Den. = 1/8 Ir 3x6 = 1.50 II 9 10 Wr 11 34 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 92 lb FT = O%F, 0%E dn ir•ma bur.r•AI xA IwBfOlslarw IBx1A (WMIgUf61DY fo!oywmnOw rr a hh A I•.•n r r•n•rrlmrsv.eww;nllrr je.rl.Iie,rl IdsmAaMn• Ynd•.w ddd •ral.rl Ir rlr 4rr•rrA.Ip.r rr A,.I.nwr4wbr.Ir.w4r•lr r•wow.aq orrr+=r+.r•a•rrrAe•4r•y muAew•rls.r.,rini 1b6* MR -MR Anthony T. Tombo Ill, P.E. I.rdMbSi—I bugnrny45l06os.rO.Jr aSM3 rrnlgAwpw4ww awn ww riwwrp•nrpl4r,drA+r.rrwwtdhArw.txArrddhMmdVU.,&.W1.pwdpr• IINIOninpWAr,•Ir,dblmMAr.Imsk*bpwwi Aa4a•r.rm 4451 St. Lucie Blvd. dwn•Atwhrl.r eTd...rihanr+d IrA.urw yeernrtrysy.,.n„sa.I.r.ndRwlr uyrrwwwnnYid Inl Fort Place, FL 34946 i1M01111Adfrdbmn-Ar6rryl.loMlLl}• k wdditlwr.ul,'rrrylraiirtlbdei.Awlotainnp.itdwb»Albdbrsfn•Whrrl IrMIO./J. Job Truss Truss Type Qb Ply RYAN HOMES / SANTA ROSA WRSRCLM FL20 FLOOR 6 1 A0181403 Job Reference o tional r-, r r wr r, uaxa, rv,r rrcrw, rL .rrr.v, VcarLJn 1Laje ruuaa.Wrn nun. o. rGV i rvvv rC cu r r rnnt. o. ozu 5 mov rC LV 1I Mr rerc rn0V5tne5, rnG. t nu uec r ""4'" zuI / rage ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-ZseCzpayoXs3CW5dHZeF7p uYUIPc?euSRZIM9yBJ 2 6 0 1-10-2 1-3-0 i 1-3-0 ¢ Dead Load Dell. = 11161r 1.Sx4 II US = 1.Sx4 II 30 = 1.5x4 11 30 = 1.Sx4 II 5x6 = 1 2 3 4 5 6 7 e 9 15 14 13 12 11 10 30 = 34 = 1.Sx4 11 3x3 = 34 = LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) 0.24 13-14 754 360 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) 0.31 13-14 577 240 BCLL 0.0 Rep Stress Ina YES WB 0.54 Horz(CT) 0.02 9 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) SOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING• TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15 = 820/Mechanical 9 = 820/0-2-12 (min. 0-1-8) Max Grav 15 = 820(LC 1) 9 = 820(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2361/0, 3-4=-2361/0, 4-5=-2432/0, 5-0=-2432/0, 6-7=459/0, 7-8=-859/0, 8-9=-861/0 BOT CHORD 14-15=0/1474, 13-14=0/2432, 12-13=0/2432,11-12=0/1986 WEBS 2-15=-1630/0, 2-14=0/980, 3-14=-319/0, 4-14=-418/170, 9-11=0/1141, 6-11=1246/0, 6-12=W746, 5-12=-347/0 NOTES- (8) 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 girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 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 a1 their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. 8) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 75 lb FT = O%F, O%E ah.rr..r..rrr..r r,Irr,ryew rrr.rLrrrRrter ourewrra. rrrranraw+rm.rr wr stlrrrrrssrbm.r rr 4rt rreyy.sPr.trroMyistrur w>• ern wrnrr rrrry.eti rtdRrreyrrr.mor w rrar,.r.nu. ureryn..psrrrar.4or, AW" T. Tombo lit, V.E. tarye. uer.q yni.r•rcarllrt00attr aautlaaArAraraemmll('a!a')uolnOk¢rrr.. rr rmr,r.r Hl nrnrr OAltrrO r.rAir.iLl*/.rNYIMrp,.rartrrre.rnrrrdwrr rrnu. lYwurrr nlrgwrurrent.ied rAq. or,n,rY.rYgorlrrr d/rr p 80083 rW4M'rrtmU rWr•bl7rb.re»rrwrrrr.rrrcrgwwtli.rlusp iltlrYr lMrml.nr.rdrprr.rr.nl7 onbny WarrArrrbnmrrYp.Mrn*ywrt«,rer..r„, 4451 St. Lucle Blvd. Ou.hrW111rtr i07rr^ylll ar.wr ar MA r N t*n AIOIrprOgb+v,6wriu.[.pnrrRlrY ggYurinnulidYUl. FOrt Place, FL 34946 pot 0 X16A 19W hessn•A.rAn Uside01, /J. lepr6nn. d 0if Aw.rn.'s orb. b pJShi.dMgM airtn p.hr6 6a A l Gd lrnrn • AbMry I. InMIO /J. job Truss Truss Type ON Ply HOMES / SANTA ROSA A0181404 WRSRCLM • FL21GE Floor Supported Gable 1 1 IRYANJobReference (optional) Al KOOT r Nsses, con rrerce, ru snyco, oesrgn cNaitruss.com 25 1 24 23 22 21 Kun: o. izu 5 rvov rL zul r rnnu o. e4u 5 rvov rL zv r r mr ocK inuusuies, rnu. mu uar tru:cY.cL CV I 10W ID:fXMofrMaVb7Z7FFUeY3 NdzegNj-ZseCzpayoXs3CW5dHZeF7p 6Lllwlc7cuSRZIM9yBJ- LOADING(pso SPACING- 2-" CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 TCDL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORDI Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. I II bearings 14-10-6. lb) - Max Gray All reactio s 250 lb or less at joint(s) 25, 14, 2 , 23, 22, 21, 20, 19, 18, 17, 16,15 FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 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 requi(es continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced agains lateral movement (i.e. diagonal web). 5) Gable studs 4spacedat1 -0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc andfastened to each truss with 3-10d (0.131' X 3') nails. Sirlongbacks to be attached to walls at their outer ends or restrained by other means. 7) WARNING Please thoroughly review the 'A-1 ROOF TRUSSES ( j SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard 3x3 = 6 7 6 20 19 16 3x3 = 9 10 17 16 11 12 13 15 14 3x3 = DEFL. in (loc) 1/den Ud PLATES GRIP Vert( LL) n/a n/a 999 MT20 244/190 Vert( CT) n/a n/a 999 Horz( CT) 0.00 14 n/a n/a 4ip• 11 r4 py rlIir• srrlrnrrY rrrTNoom4r alrr umrglr nr.r agrro...ro..n.rr r.rlt ry.,.rm.rurarrrdw.rrTMnw.rrrrrr we rrt u.ryrr o.arrrgerwrny.Arrr to nxr. r11TG011161R lRjii4ul7litl1f0tOG6t6ID11jO!D'IrTODfIWH7'b. rh r1 Pr+rdYf.b4nfrY bmll rrIrl I1.Trr Rr11im9 iMrna Moos Yd r1A.rt rnl. nrAphpw4o,*eglg.lrrr rIllWa a,wnrr,idowo" y.dalrra rr n.obw rlsr,.rTn+ or m.y artiu+...urq r, p.rrrd.u rerr•rlprrrunrr+++rr rrw+r+TW dmlr rhrrlatr.er•rrr,.rrrr.r.nuAeer.y..Arer.rerrinerr.Tmeru.n..ru.urrar..w euwwtirtreer+ e..ralkarr+r++ Tr wrytyenrotrerrA*...ha,f r.hpw r..rry oar.tNuenewr ml. AnMary T. Tombo 111, P.E. a80083 4451St. La1e8W. Fat Pleece, FL34946 ilITO„1/ A14rlhnrn•lomtMryl. boml ll/}, lgn/omordOn Mn r,'sr rrom.n tlSr/ArMaiowFromodr6sA Ilow holm• Aul r 1. 1.d.l0.PJ. I Job Truss Truss Type City Pb RYAN HOMES / SANTA ROSA WRSRCLM FL24 Floor 1 1 A01814p5 Job Reference o tional y purr. o — a rvuv r c cur r rup it. o. rcu 5 rvuv rc cur r mr a ere mou5tne5, Inc. i nu uec r 1o:44:,eJ Zul r rage ID:IXMofrMaVb?Z7FFUeY3_NdzegNj-12CaA9baZr wgggprG9U11X3Tu3MLRG2g5JIubyBJc 1-111-74 1-3-0 2-2-12 Dead Load Dell. = 1116 Ir 1.50 II 30 = 1.50 II 34 FP= 30 = 1.50 II 34 = 34 II 34 = 1.5x4 11 1 2 T4 3 4 5 6 7 a 9 10 I _ Rep Plate Offsets (X,Y)— 11:Edge,0-0-121,15:0-1-8,Edael,114:0-1-8,EdaelPlateOffsets (X,Y)— 11:Edge,0-0-121,15:0-1-8,Edael,114:0-1-8,Edael LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.28 15-16 >640 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 SC 0.83 Vert(CT) -0.37 15-16 >487 240 BCLL 0.0 Rep Stress Ina YES WB 0.58 Horz(CT) 0.03 12 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-S Weight: 94 lb FT = O%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat)'Except' 82: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: 6-M oc bracing: 11-12. REACTIONS. (lb/size) 11 = 0/3-104 (min.0-1-8) 17 = 776/Mechanical 12 = 1283/3-104 (min.0-1-8) Max Uplift 11 = 141(LC 3) Max Grav 11 = 188(LC 7) 17 = 778(LC 3) 12 = 1283(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2194/0, 34=-2194/0, 4-5=-2194/0, 5-6=-2109/0, 6-7=-2109/0, 7-8=0/862, 8-9=0/857 BOT CHORD 16-17=0/1386,15-16=0/2109, 14-15=0/2109, 13-14=0/1007, 12-13=0/1007, 11-12=-388/139 WEBS 2-17=1533/0,7-12=-1730/0, 2-16=0/893, 7-14=0/1223, 3-16=-326/0, 6-14=370/0, 9-11=-158/439, 9-12=-618/0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 11. 5) Recommend 2x6 strongbacics, 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 age.rs.r.rrlroarllefn(telayaawmaruonoecemil(vprluomnwwrr..n ri N.rnrrrrrwin basb*e.rMalb66n1.crrr.ricrmfrrrrna.un.c..-0061ir r.y rtr srrrrrr. rrrrtt.r dr urn.nw 4r pr.I.1rw.w.nrrnrrr+nrrrtNtinv.iirrrr rrrrtmobr.rlsr,,.roN orr roxr.nWrtra r+a Anthony T.TomboIII, p.E. r.rennn,rrryerr„^,aarro...ro..r.rar..rrrrcry,r rarrnrurrndt+ne rrau.tr wrrrlsrwnrlryrrtncrrr.rcor aarrlrewrr rrnr.crrr 6 rnripr rtrre, ur„rr+.rrrrrxrmrrr+rnrrrrart.rwrrrr.prslr.mrtinlrtui d.rdrrrrlro nn rr.y. t.,runrrnnr u rnyyr.rs urrm...w 4051 A. WcieBIW. u.rrerMrlru7rq..alNdrrnrddhn.u yter..nr0lrnrlMy.,.IM,Sra.lyr.rrgwn ugrtin nne.ad IRL Fort Pierce,Fl. 34946 enridrOtll/blt dbnxe• WIr11.1raMD6FJ.ter./.nr064- reu,•iselIne.is bte/.dwrWmnnp.nur6nldled Imm- Wien 1.look ill, rJ. job Truss Truss Type RYAN HOMES / SANTA ROSA t A0181406 WRSRCLM ` G03G FLAT GIRDER Qty PIY 1 1 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, deslgn(d3altruss.com Kum: a.uu s rvov iz zui i t-nne a.izu s rvov a zui i iwF ex moustnes, mr,. t nu tier, r to[zYZV zu, r rage ID:fXMoirMaVb7Z7FFUeY3_NdzegNj-WEmyOUcCK96nRgFOPyjCE3LUIPf4urBv12sQ2yBJr 5-3-12 10-3-12 l 15-3-12 20-11-0 5-3-12 5-0.0 5-M 5-7-4 Dead Load Dell. = 3116 Ir 44 = 34 II 4x6 = 40 = 3x8 = 4x6 = Jr1 11 5-3-12 10-3-12 15-3-12 20-11-0 5-3-12 + 5-0.0 5_" 5-7-4 Plate Offsets (X Y)— 11:0-2-12 0-1-81 16:0-3-8.0-3-01, 111:0-3-0,0-2-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.17 9 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) 0.34 9-11 728 240 SCLL 0.0 ' Rep Stress Incr NO WB 0.63 Horz(CT) 0.03 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.20 9 999 240 Weight: 110 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 'Except' W1: 2x6 SP No.2, W3: 2x4 SP No.3 OTHERS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 1385/0-74 (min. 0-1-10) 14 = 1409/0-3-12 (min.0-1-8) Max Horz 12 = 88(LC 6) Max Uplift 12 = 475(LC 4) 14 = 520(LC 5) Max Grav 12 = 1385(LC 1) 14 = 1409(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=1291/504, 1-15=-2648/940, 15-16=2648/940, 2-16=-2648/940, 2-17=-3489/1225, 17-18=-3489/1225, 18-19=-3489/1225, 3-19=-3489/1225, 3-4=-3489/1225, 4-20=-3489/1225, 5-20=-3489/1225, 5-21=-2790/988, 21-22=2790/988, 6-22=-2790/988 BOT CHORD . 11-25=-940/2648, 25-26=-940/2648, 10-26=-940/2648, 10-27=-940/2648, 9-27=-940/2648, 9-28=-988/2790, 28-29=988/2790, 8-29=-988/2790, 8-30=-152/401, 30-31=-152/401, 31-32=152/401, 7-32=-152/401 WEBS 1 -11 =-964/2771, 2-11 =-853/472, WEBS 1-11=964/2771, 2-11=-853/472, 2-9=-324/914, 3-9=-454/308, 6-8=-908/2597, 5-8=-783/438, 5-9=-258l759, 6-14=1479/550 NOTES- (10) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 14 considers parallel to grain value using ANSIIrPI 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 475 Ib uplift at joint 12 and 520 Ib uplift at joint 14. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 Ib down and 12 Ib up at 0-2-12, 72 Ib down and 81 Ib up at 1-10-12, 72 Ib down and 81 Ib up at 3-10-12, 72 Ib down and 81 Ib up at 5-10-12, 72 lb down and 81 Ib up at 7-8-12, 72 Ib down and 81 Ib up at 9-8-12, 72 Ib down and 81 Ib up at 11-8-12, 72 Ib down and 81 Ib up at 13-8-12, and 72 Ib down and 81 Ib up at 1541-12, and 72 Ib down and 81 Ib up at 17-8-12 on top chord, and 50 Ib down at 1-11 -12, 50 Ib down at 3-10-12. 50 Ib down at 5-10-12,50 Ib down at 741-12, 50 Ib down at 9-8-12, 50 Ib down at 11-8-12, 50 Ib down at 13-8-12, 50 Ib down at 15-8-12, and 50 Ib down at 17-8-12, and 167 Ib down and 100 Ib up at 194-13 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). 10) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pit) Vert: 1.6=-00, 7-12=20 Concentrated Loads (lb) Vert: 1=-17 4=-07(B) 15=-67(B) 16=-07(B) 17=-67(B)18=-07(B)19=-67(B) 20=-07(B) 21=-67(B) 22=-07(B) 23=-44(B) 24=-44(B) 25=-44(8) 26=-44(B) 27=-44(B) 28=-44(B) 29=-44(B) 30=-44(B) 31=-44(B) 32=167(13) rr-ryry,,,1,.r'u IDCllesstsf ll<l lilOL lmnrlOrAID1I1nMfinlrllmONLr4lr S,-repe,yr..n,tr,rrt-rtro,t rtyw.yPgrrugLltso,rt l/no901111k WiNi 6 tnnl-b WO 1,I,dlfpttYM-rrrro-n,al lit rt*Sp-1U,11ttrr l*wt b,d-, 1M1•nmt-mlrn/r,Stu-dq-mr-+W1rr M*IruljrlmtYlM1-r1Yr/.relM. rAt¢avge-Frrrlr..t.Wd" AnnythoT. Tomtw III, P.E. r. u/Mlnubgl,iY nrny-WIIr4bOrs.rOn iuM.Mp/-rSMrOn*-.rartl tlr!(.rprrY/IlpnYr11L1.rptA4r DrtgWtu4rinRn60p1-q oq,,SYWnib"Wkr,tgtaYQ4 080083 r ln*-rrry a,Mtr,lnrlllrr"Omr/iYn4bF WrWI,-/StS41bO QrYOdhUrinl nndedY/tl inIP&M Mlrrn¢ISirtrtbt/rinl MYp,1-0M*S„rl,ntOret-,,rtn 4451 St. LLde Blvd. IJr. t-Yrrtrl,rtn*N q-Sr,tih dl-rns-Si M1ImtS,Y iyrvSmlbpY A,ge.-InnfrOsf,-s 4,1 Yq Uge4,lennntl+d-IIU Fort pierce, FL 34946 ppirlrOflll4• IUdltntn•Ar11nr1.1obID,rJ leprbt>indllislroeL,ualhaitpdibue/n6wlden,rrOa-him6wA•Itwlhnfn•WeryL.boMID,/.l. Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA WRSRCLM H03 Common 2 1 A0181497 Job Reference o tional nun: o. icu s Nov Ic cui r Print; B.12V s Nov 1Z Zul r Mi I ex industries, Inc. Thu Dec 7 16:24:25 2017 Page I D:fXMof rMaVb7Z7FFUeY3_NdzegNj-_RKLbgog5SEe3_gCyhCylScXghoapTHLBPoPyUyBJc 1-0-0 1.9 12 4 4-0 6.10.4 8$-0 9-0-0 41-0 0 1.9.12 2-5 2.6-4 1-9 12 14).0 3x4 = 5 00 12 1.Sx4 II 3 2 1 d' d' d R 9 1.5x4 II 20 = 1.Sx4 II 1.Sx4 II 5 2x4 = I 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 0.47 Vert(LL) 0.12 8-9 668 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) 0.07 8-9 999 240 BCLL 0.0 Rep Stress Ina YES WB 0.10 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 32 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING• TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 299/0-8-0 (min. 0-1-8) 8 = 51410-3-8 (min. 0-1-8) Max Horz 2 = 36(LC 12) Max Uplift 2 = 180(LC 8) 8 = 284(LC 9) Max Grav 2 = 304(LC 23) 8 = 514(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-175/280, 4-5=194/310 WEBS 5-8=-295/340 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; 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. 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 180 lb uplift at joint 2 and 284 lb uplift at joint 8. 7) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard a ynnx r.y1.b.r •LI irrl Is14)MIEM It11111Imp molgamlalnnth Imea>l>rarrra %* bYpp.wsr ir.11.bb I.n b.pb..tip)prr Irq I nao,rt brsu9.lbrr.>t bbll.'IIY sW. r IOI,.y b1N:..OrllebflObMb rxO.bnll 410m1npbpsDr.11oO11gs bul..r lM:*run.nq.p/r fol..nrmPriryYr Yyrr b.trlgdl.rlp.l.relM bMyangY.4rrl Irr6tYY1rib/.ninubq Ylbrn1PIAN Anthony T. Tomta III. D.E. rUiw,rO t.O.mlq..rMYrAtlM.bru*Ad%W.rbfrrboW6406rAl. bp dlrlpr.W..Ir4m,.6r11.Ogo 4,.p Wr gOdMr ryieYflirr1' ISOM BOBi<jgbgorbsuOM. r INNIN rMn r pldrf4r illy b8pudW* UmMMIf1Yy11 MOW o ri mllb pd pda VIM/rnlp'mlrfrWlir 6ntrYp..IT1MyHr.. rinb bi0.s,slmenbYrlhllwlN .rgh b4ho bYgbtlp... Innsls. Igpr Olaf b kt u.p4rbmonbl r IM4.. dprMbubr Ilrbm .rnr 4451 St. lode Blvd. r rypirHO}AIAA•Itedlmsn•ArAeell.lebMN,r1. trim.brood"dKwu,saihow ispoWnedrAwGemm rn.nwe6wA•)bdhnsn•WM11.ink in, /.1. Fort Pierce, FL 34946 Job Truss Truss Type City RYAN HOMES / SANTA ROSA A0181408 WRSRCLM • H04G Hip Girder 1 1 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, clesign(claltruss.com Kun. mizu s Nov iz zui r rnnu mizu s Nov iz [ui r ml1 ex mousuies, inc. Phu uec r io.cq:za cv i r rage ID.fXMofrMaVb7Z7FFUeY3 NdzegNj_RKLbecg5SEe3_gCyhCyIScWKhpOpTYLBPoPyUyBJc 1-0-0 1.9 12 3-0-0 541-1 _ , 6 10 4 "_0 1-9 12 1-2 2 8 1 1-2-3 1-9.12 1 0 0 20 = 1.50 II LOADING(psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during trusVerection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 2 = 358/0-8-0 (min.0-1-8) 9 = 616/0-3-8 (min. 0-1-8) Max Horz 2 = 27(LC 27) Max Uplift 2 = 253(LC 4) 9 = 406(LC 5) Max Grav 2 = 385(LC 19) 9 = 616(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-414/334, 3-4=-360/332, 4-19=-339/315, 5-19=-339/315, 5-0=424/367, 6-7=304/306 BOT CHORD 2-12=-295/348, 11-12=-295/348, 11-20=295/339, 10-20=-295/339, 9-10=-285/323, 7-9=285/323 WEBS 6-9=-447/286 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.0pst•, h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 CSI. DEFL. in loc) I/deft Ud TC 0.55 Vert(LL) 0.08 11 970 240 BC 0.54 Vert(CT) 0.09 11 902 240 WB 0.08 Horz(CT) 0.00 9 n/a n/a Matrix -MP 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 psi 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 253 lb uplift at joint 2 and 406 lb uplift at joint 9. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 119 lb up at 3-M, and 39 lb down and 47 lb up at 4-4-0, and 93 lb down and 119 lb up at 5-8-1 on top chord, and 52 lb down and 110 lb up at 3-0-0, and 21 lb down and 45 lb up at 4-4-0, and 52 lb down and 110 lb up at 5-7-5 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). 10) WARNING - Please thoroughly review the'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pit) Vert: 14=-60. 4-5=-60, 5-8=-60, 13-16=-20 Concentrated Loads (lb) Vert: 4=-26(F) 5=-26(F)11=41(F) 10=41(F) 19=-11(F) 20=-17(F) PLATES GRIP MT20 244/190 Weight: 35 lb FT = 0% pq• Ilm, lawPll mY. r'l l tlr11M9Sj'411R rItIUI1R1O1 Gt KQiWYrInIr11O10111R/llrba r-11 /fly r..mr iwlr-w In Imlbt*bwblPmlrY Mq 1. LsO rl ldrwulblb vr Yni.dw Olt. r Ir1,aA b1Nn.e,rl--+Wbwrbrpllb,dl llrlq M 4psD.flWfUpM)rud.Rllln'wm Orm/Oo/r dff I.npndgrrOy/rvgrlmflgtll.rlArl.re Rl. rleyer l.4 M Ire,vOlY1 Anthony T. Tomb* III, P.E. rw, din Imb inbl*isimwlNlq de. 0v..r o''rmhMq V$I ban k4mbb."drill.rirrWMY"nIr11". 180083 bra nbvprbOY nonddbrDie % Pew we dNndrb"bgWW011liaawOMPO lyIllrSxl0id-wdbpdp0a D111btrirywOlbdgaldrlmbdp,MrMupbrwarlmrdbbn,WM- 4451 St. lucre BW. dnwYNMrbpt• r rv,/bdll-b+Md Ib1-nbdt brwr nllolr W4 bdp.- IMISYM bp- dy Win ug6LdlmnalW llKl Fort Pierce, FL 34946 rytlirE101Glf/• Itlillmin•Alriarl.IrldlN,r}, tepoldidldllhlr/rse,'sulfaairpdbdda6w1Ocs,mnp-witwlbwAltrlLnfel•Wlall.lyd ilb./.l. Job Truss Truss Type ob ply RYAN HOMES / SANTA ROSA WRSRCLM HJ3 Diagonal Hip Girder 2 1 A0181409 Job Reference (optional)' w•v••••-•w••• ••.o.• ,. ,«vernier.o.rcvsr•IvvrccvrrmrexrrlpusyleS,IrIC. inUUeC/1b:Z4:ZbZU17Page ID:IXMofrMaVb7Z7FFUeY3_NdzegNi SdujpAdSsmNUh8POWOjBHf9mM5FKYw6UN3XyVwy8Jc 1-5-0 4-2-3 1.5-0 4-2-3 - 20 = LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.03 4-7 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 15 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" 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 = 100/Mechanical 2 = 269/0-10-15 (min. 0-1-8) 4 = 52IMechanical Max Horz 2 = 79(LC 19) Max Uplift 3 = 63(LC 4) 2 = 196(LC 4) 4 = 42(LC 5) Max Grav 3 = 100(LC 1) 2 = 269(LC 1) 4 = 72(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult--150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf BCDL=5.Opsf; h=15111; Cat. II; 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 nonconcurent 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 63 lb uplift at joint 3, 196 lb uplift at joint 2 and 42 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 7 lb up at 14-9, and 49 lb down and 7 lb up at 14-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the Lace of the truss are noted as front (F) or back (B). 9) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT form. 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: 8= 7(F=-3, B=3) r..r.lrr»IWtulss(V)=11Imes uimlioemrarryrtrlrmro+uowrrra"611pr•-rrrnrr-r-mI.nsupbar,DlgrrvrwIlessee, 11Id•.o9r•IAnmWsN•Mnaw.rel,rr Mlar rrr• r YrrwarrlD•YrrY beDen bup lepsDe.11eeall4e•)b-a-e>7lNn n-n-aepu/1s 6nwlyr•Anp.VMrrM*rv lmeyM-rtp-y.-r llFl brs nwp-6r elr-a.r,rr+p Anthony T. Tomtw III, C.E. r.ulFtlnubeIMlnrrryNlgarrw,r0e iee•aAga.rMY+Myr.rru•W rtl.r Krrrdrll,arrtlLl re7 er rlMrq Weu/rina.-afMl.l; o.-aWerrgtldrrupuYryd 11090"bW rraear.Urnrr•r[NOW r rsnrrdieenar wyl.rrsair to rwi war.rr a $80083 p pro. e/I nruq.mils,ranarp,n,*.,Iweno ywrl.nme•,r,n 4451 St. Lyle Bhyd. ss.rrwepeferr•ryr4. r nq ti apoeerraa Ib Imt lef46wn r rDI r r4lgb r• • Im+ps. [pr.Iy WIµugmr.m n. tlw1 r esl. u Gi O1DI{11irdlmses ArtM l.le-brN,/t. to eb4u•ddis4arwy,iss I.a,is rliliM•iMapemm Fort Pierce, Ft. 34946 M/brypryp/asissiro6wA•Itrl6rsxs•AaLwrl.lem6e10,/.l. 4ob Truss Truss Type City Ply HOMES / SANTA ROSA A0181410 WRSRCLM • HJSL Diagonal Hip Girder 2 1 AN Reference (optional) Al Root Trusses, Fort Pierce, FL 3494b, ciesrgn%?al Wss.com Kun: ts.zzu s rvov 72 [ul i rnm: n.ltu Is rvov lc zul r WICK rnousrnes, inc. r nu uec r ro;cv:cr cu 11 rage ID:fXMofrMaVb7Z7FFUeY3_NdzegNj-wpS50We4d4VLIH_b46EOgthpaVUuHNMebjHW l MyBJd 1-5-0 7.0-2 1-5-0 I 7.0-2 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.24 4-7 347 240 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.25 4-7 337 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No-2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-04) oc puriins. BOT CHORD Rigid ceiling directly applied or 104)-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 = 180/Mechanical 2 = 370/0-10-15 (min.0-1-8) 4 = 99/Mechanical Max Horz 2 = 92(LC 4) Max Uplift 3 = 112(LC 4) 2 = 265(LC 4) 4 = 80(LC 4) Max Grav 3 = 180(LC 1) 2 = 370(LC 1) 4 = 127(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; End., 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 3, 265 lb uplift at joint 2 and 80 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 47 lb up at 4-2-8, and 37 lb down and 47 lb up at 4-2-8 on top chord, and 62 lb down and 5 lb up at 1-4-9, 62 lb down and 5 lb up at 1-4-9, and 17 lb down and 47 lb up at 4-2-8, and 17 lb down and 47 lb up at 4-2-8 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). 9) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=11(F=5, B=5) 9=19(F=-10, B=-10) Load Defl. - 1/8 Ir PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% x.y ..yr,..r•ra con Imysf>eray wou tmer rdaroansm roru'Iroaonm6arr rn Mh r r..rrrrnrrr,.w nnsaselr..Dalrr r n.s.a rt rrmtw n< r w.n.4sr.r m.. OLItrOipsr Y/MwMrrlDt+lndl Ur6nrRylTspi.fla lps)rrd.wlM r n.mrnulrtaOttwllNArtpnWlrrM ru Imflp61.r1 rr..YrlM. rle n.rtr.4rrl.l.e,nYM Anthony T. Tombo 111, D.E. rwrrnour rrmnrny.rrlrso..,con.i.e.crq..rwrry..ir rarrn.retrrrr rrrurrura.r arrmr wMrrr Kr.bsp.ogon*rwrrrgarrrny.rryx 80083 err ftt"b 4mr. u.na.rR/rrPanrrMwilrp r.q lgWm XOP& rM,nrNuo11 kiii dipifta arcenr„q.-4 I4451 St. lixle Blvd. a.. wWlMrlr.t sl gwdMMwA llrlmrbYAh/wbmlr6lyA¢n..lmtifrml e gWlquoplreoneeW.aH Fort Pierce, FL 34946 a Irplobdi" 11164 INICOM, is "I INIL h robi1iftil W&W 6twionOnohsir6nA•Ilow 6nur•AA"y1.ImbsIII, U. Job Truss Truss Type Oty Pry RYAN HOMES / SANTA ROSA WRSRCLM HJ7 Diagonal Hip Girder 4 1 A0181411 Job Reference o tional ' w, ,, . -., .. , _, r.r.o, vra yn{p a nruss.wm nun: e.izu s Nov a 20 r Print: mizu s Nov iz zu1 r mi lek Inoustnes, Inc. Thu Dec 7 16:24:28 2017 Page ID•IXMofrMaVb9Z7FFUeY3 NdzegNj-OOOTEsffONdCwRZneplfM4EtYvrvoljngNO3ZpyBJc 11-5-0 4-11-0 9&10.15.0 I 4-11-0 4-11-0 4x4 II 1.5x4 II 30 =6 LOADING(psf) SPACING- 2-00 CSI. DEFL- in loc) deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.04 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.03 7-8 999 240 Weight: 44 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.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 pur ins. BOT CHORD Rigid ceiling directly applied or 9-11-1 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 22) Max Uplift 5 = 113(LC 4) 2 = 261(LC 4) 6 = 106(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=-280/117, 3-13=754/259, 4-13=-098/260 BOT CHORD 2-15=351/696, 15-16=-351/696, 8-16=351/696, 8-17=-351/696, 7-17=351/696 WEBS 4-8=0/255, 4-7=-748/377 NOTES- (9) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Ops1; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 5, 261 lb uplift at joint 2 and 106 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 71 lb down and 106 lb up at 7-0-7, and 71 lb down and 106 lb up a1 7-0-7 on top chord, and 10 lb down and 9 lb up at 14-9, 10 lb down and 9 lb up at 14-9, 13 lb down at 4-2-8, 13 lb down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face o1 the truss are noted as front (F) or back (8). 9) WARNING - Please thoroughly review the -A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. 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, 8=2) 17=54(F=-27, 8=27) m r+rywr. r 'aIssIsmstmtilegamLIrooro.wommuro.mummrr rLinbboops dbnrbr {brnrterrrr p.ws Inr, 0,.ObInnl,cpb^ytiDml Irb4rlII-r.0111rd.broSbd.bcL,naabtny,M.ti I olMa r,, I, lby s AnthonyIOry T. Tp1b0111. D.E.I.rsnlurlMrbrrrWA%drO—,r1kW% I g.rrw ry.rr orrr u.r•I r bdrrarrin. o,drrtrr NJ wrrr wwgkft o.y,boom 4ol "derrqSpr rbrrrrWadtodbr.ur,rdrrrlsrrMnMPgpror11lnr5xJw.-.olrper* ra DMmifte —,raenrrImnb*w,InukWbpnIIwss+en,,rn ?8=3 a.wwra.t n•arr. r...I dpxbdr M1I ntWpFy bnmlreu4twtb..r„S/wlpbder mlq sr.earr.,nutlad.IlM 4451 St. lLcle Blvd. Fort Pierce, FL 34906 Ghiidl0111{ A t tdl Im,n • Ab6rq I.Ib 1b e,/!. lepblbmrbd tiffs bIr er,'s bb Ma, i, pdilee/bid I Ab blmrb p,btibb6w A•1 twl6ntes • WIo1I.IraM N, r I. Job Truss Truss Type City Ply HOMES /SANTA ROSA A0181412 WRSRCLM ' J3 Jack -Open 3 1 YAN b Reference (optional) Al ROOF TruSseS, Fort Pierce, FL 3494b, oesignLmaivuss.Com Run: 0.4Cu s Nov iz Lu, r rnnl: a.,CV 5 „Iuv ,c cv, Imncw n,uuau,ca, on,. ... vc,. .c+.c cv.. vyc ID:fXMofrMavb?Z7FFUeY3_NdzegNj-sCZrRCgL9hl3YbSzBXGuvinikJGUIHrw31 md5FyBJd 1 0 0 3.0-0 3-" 2x4 = 3.0-0 LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 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/rP12014 Matrix -MP Weight: 11 lb FT = 0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 340-0 oc pullins. BOTCHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (lb/size) 3 = 71/Mechanical 2 = 18810-8-0 (min. 0-1-8) 4 = 37/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 43(LC 12) 2 = 103(LC 8) 4 = 31(LC 9) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; 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; 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 toad nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 103 lb uplift at joint 2 and 31111 uplift at joint 4. 7) WARNING - Please thoroughly review the'A-1 ROOF TRUSSES ('SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER ('BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard h,b1•Ib.fr.jlt,Mnr'N IOCf IIR94j9118'1aNLt114{t 11pISl11WOrY111-I rrIn MA16*rft,rtimbmob lun hup%"Pmlrr NMIbbart I/.wo9rOtlnwi YmMAu OM rI111.1 wtna a,orr rrrlm.r r e,temrr I sP,.>t+hMdu wlr we,•m.brr a„ar p.SW,AM Anthony T. Tomta III, D.E. Iw Y,InurgFiYlbY,eb,0m,b0,Wi I *O.b bilk M", bb d.9/b01.%NsWUbdbd*ui•IU4.h9r,44%TOWmy Wwr/ b 1nu.06*WWkq m*,MIA" If 80083 Nwh4m..t, urn,0061kB.1b/&Vn.lpl4m•b NA4 t.gWW* bU.•. MQp* Il lndl SKIM,I h1poerbu IRlifts oap•,bnalb,l6lm, b,r.,lm,Mgb^,r.11m, br66s,M 4451 St. Lucie Blvd. dr.h,AMlre Grmgsl4..,.eAdMOnbOd M1 bm m,y bow n9016My 6,¢u.0 1m,hO hp-4ow MYq ampow.mm 1bd8911 Fort Pierce, FL 34946 GrplAla O }01{ A•I AMiLKuf • AuNry 1.It N, IJ. leNt66nbd thh dKI•en, is nl too, if pddib4 vidww oe mmte /Mnhim hw A•) tool bttut • Adlsy 1, Took W, F.I. Job Truss Truss Type oty Ply RYAN HOMES / SANTA ROSA WRSRCLM J5 MONOPITCH 5 1 A0181413 Al a,,.,1 r..- c..., o:e n -awoee we _.a._,._ Job Reference (optional) p••.. •.•w...w... nu,,. u. rcv a raw rc cV r . r""i. O. 120 5 Nov 72 [1r7 7 MI I ex inousines, inc. i hu Dec 7 16:24:29 2017 Page ID:IXMofrMaVbTZ7FFUeY3 NdzegNj-sCZrRCgL9hl3Yb8zBXGwInCdJAYIHrw3lmd5FyBJd 1-0-0 5-3-8 1.0.0 5-3.8 3 20 = 1.50 II a LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.14 4-7 452 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.07 4-7 867 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 21 lb FT = 0% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 4 = 200/0-3-0 (min. 0-1-8) 2 = 272/0-8-0 (min.0-1-8) Max Horz 2 = 107(LC 12) Max Uplift 4 = 116(LC 8) 2 = 139(LC 8) Max Grav 4 = 200(LC 1) 2 = 272(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C: End., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 4 and 139 lb uplift at joint 2. 6) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard z rr• nm.4..ryrnr. r u ros IOliB j91tRI tt4W inn uomrorlllsW4Fuiirtralorlurror tR rrrrr, t..n rr.drn.w in. nvr.nwrpulra k+w i be. t rt ld oVw irn- W,,bv r rd. r%rt rlNr•Or peafYMrrrrR4.bre1 U.6nf lryb s p7,1p0 lynr)bid.wgln aen.0owdr ...r p.WryrrYyrru}1rrt.lybl.rir.y.tr I111. r1e a rge.4rYtorlrn.,rrr I r.rrr uw,r.faynrrNr+ryrbo.w,ro.r..swgr.rwrrry..rarwrrn.r rrr drryaartn+.o..wrr rww.rrru.u,rr rrgsne..mrrirgmrrrq.argr A^thwryT.Tombollt,C.E. rragry.roeu.urnrtrrrturrrsarPd&"rrwgt"PlAIr111rUMPMP0sdhinrVIA r*Adrperwooue.srrar»mirrranrru.nrye.w agt*wrua,rre.e,r,a 'SM3 o..rwrhrkrn•re.Y.gtidt.r,nrd trtm,ongtgwnrotbarebr r.Im,faMiA.ae M7q uolealrmto.abdbo" 4451 St. Lucie Blvd. rypi O fDl1 Ad Ipl Inter • AeMry I.1n M IA, rJ. Ieprlr0ib ddn brace, it or low is pdilal nhM pe min" ra.nria 6w J•1 1r1 Lnxt • latlwr I.1001. N, P.I. Fort Pierce, FL 34946 Job Truss Truss Type RYAN HOMES / SANTA ROSA AO181414 WRSRCLM J5A Jack -Open 10ty9 PIY 1 Job Reference (optional) Al Kooi busses, P-on nerve, I-L 34V4b, 0es1gn(4381uuss.c0m Kun. b.1Lu s mov 14 LV 7 r rnnl; o. i[u 5 Nov IL 4v 1 r mi IeR InvuSures. l-F. 1 nu UCo I Io.CY..w LV 1 r rayc ID:IXMofrMaVb?Z7FFUeY3 NdzegNj-KO7EeYgzw?tw91j91En7SVJPGiZBUk54HhVAehyBJ 1-0-0 5-0-0 1.0 0 5-" 2x4 = LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.37 Vert(CT) 0.06 4-7 987 240 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) 0.06 4-7 999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-" 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 = 127/Mechanical 2 = 264/0-8-0 (min.0-1-8) 4 = 64/Mechanical Max Horz 2 = 115(LC 12) Max Uplift 3 = 90(LC 12) 2 = 80(LC 12) Max Grav 3 = 127(LC 1) 2 = 264(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10, Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psi; 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-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for Wss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 3 and 80 lb uplift at joint 2. 7) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard a1yn 1 Awyy1 b.r'+moli slvuel amu Imrsclnolorsmlafma'lrmgnauarrra rp rir i.nnr11rr1 r1lwi rlybrrypmlrr id r t.bs0.rt Iboflldid rrn er,Id..i ml.r iR b bII OIrY rYdMwdrr44 hldi n.bas kW breDl.iP3fthpwlrM/w1MtyRa sui odrIrM ' Anthony T. Tombo 111, D.E. rrudrRrnurwbrilarnpNlydalDn, rb't c11q.rWi4ay..curtddr0f.rirrY/Id14WrIRi.rpladrlergw.udrinu d•hrlrb; 0,*,sY rin Ydwrlrp YnI ?80083 rtagbwrrrtd. r ur.,du.rRsrrremr dr,drwblb.'.dlrpirspOq e4dkinrwiwlaedr edN.e. v i nrnq.muinrundrb.nenya.isnrn*I.rlwrb,rslo.rm 4451 St. Lucle Blvd. dIM lilhrlyd r4 rigMdi MMId IIIImtbW b/r nrblrbdAyb+¢,Im In fgr dy1.Y A Ugslrenw Md.I1N Fort Pierce, FL 34946 d tgpg110101AA•Ildlimin•A brql ImMI9,r1. trpd.di..send.rxa,iny101Lnpd'dndwbrddemints An.illinhas A•Ibd6nm-Ar"y1.ImbeW,P.l. Job Truss Truss Type Qty Pb RYAN HOMES / SANTA ROSA WRSRCLM ZGE GABLE 2 1 A0181415 Job Reference (optional)- r w, , woaca, rv„ r,c,w, ra .r,aro, vc5,gn aua wss.cam Run: 8.l20 s Nov 7z 20 r Print: a lzu s Nov 7z z01 r MITeK Industries, Inc. Thu Dec 7 16:24:31 2017 Page ID:IXMofrMaVb7Z7FFUeY3_NdzegNjobhcsuhbh I7nnvHMJylMJsfa6z7DApDWLFIASyBJd 1-0-0 5-0-0 , 1-0-0 5-0.0 2x4 = 1.5x4 II 1.50 II LOADING(pst) SPACING- 2- CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 1 n/r 90 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 22 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 5-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 42/5-" (min. 0-1-8) 2 = 170/5-" (min. 0-1-8) 6 = 235/5-" (min. 0-1-8) Max Horz 2 = 114(LC 12) Max Uplift 5 = 20(LC 12) 2 = 56(LC 8) 6 = 107(LC 12) Max Grav 5 = 42(LC 1) 2 = 170(LC 1) 6 = 235(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-208/330 NOTES- (9) 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 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIfrPI 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 240-0 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-" 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 20 lb uplift at joint 5, 56 lb uplift at joint 2 and 107 lb uplift at joint 6. 9) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard 4r1,• rrwr*ymn r • Mrs mu6l ltr arw lmn. fOM1Ul6 mrm mosnuuHrr.. t y arn.ra„rnrw, • m r•n rhy r.Dprr atiLrar R rt limfirnrdn . rand.r aal •rn.y arr sxrnrrr.rrrm rar rrunrnyy.spay qrr..lrur•wD,•w.orrr+na.r.^tin,lrlrran rrri u.nmr.rmr,.ou trrd w.ra.ryrAr,ry r.rrz.urgru erny.urrrro...ro..r,r„r rrrrrny..r rrrrgru rrrrrti arms.a.rrrr r.rwrrrre.rr r.o mrs rgrrrrny r A^N°^rT. 80083 11,V.E. 4451 rYrrlMn,4r Ufa,W1r rIa•ir rn 1lYicrrr•II 9 i llr•P APrrIMU I1Wn idr'rprn IMlansnvnia,rYnrrMnrM r.M,M¢Ir•IU.urls.iu IIt. Upcit Blvd, 80083 a.mr.ryrtr.eTd.arydrrr rrrre.orb[*wbSDI rrrarm*W,.hmhMhow 0.r+a daprelwmneAaW.M. Fort Pierce, FL 34946 Glpitb0t11AA•Ilrlh srn-AdNryl.lad 0A1J. Gp bdird0itlr sd,isrbwiipJiMd.A pl4monpniti ir6 AltadM1a es•A•Y rl.h•MI0.1J. Job Truss Truss Type QN RYAN HOMES / SANTA ROSA A0181416 WRSRCLM J5L Jack -Open 16 1PlY 1 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, deslgnQaltnlss.com Run: 8.120 S Nov 12 2017 Print: 8.120 S NOV 12 2017 mi I ex Inciustnes, Inc. I nu Uec r 16:Z4:JZ ZU11 rage ID:IXMoMNaVb?Z7FFUeY3_NdzegNj-HnF 3EiDSc7eP3sYtfgbXwOkrWDCyebNl?_HiaySJ 1-0-0 5-" 1.0.0 5-" 30 = LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.11 4-7 533 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.46 Vert(CT) 0.06 4-7 983 240 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: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 104)-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 = 126/Mechanical 2 = 264/0-8-0 (min. 0-1-8) 4 = 65/Mechanical Max Horz 2 = 93(LC 8) Max Uplift 3 = 83(LC 8) 2 = 179(LC 8) 4 = 55(LC 8) Max Grav 3 = 126(LC 1) 2 = 264(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=15ft; 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; 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 nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 Its uplift at joint 3, 179 lb uplift at joint 2 and 55 lb uplift at joint 4. 7) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard f..at•Ilwrn.jp..r'N IOQ IdliB(719y OpW tNOf•t Ip1S16W I Irl rrra**69P rr.l b.rintxyl Dalrrli tbb4rt lio9 ldnwt YnM Iw O./.rp.w nr pn rM.wrran.u.ar u umlryul..D.fxerll4wjbW.wlN gwn.mpurrx Anthony T. Tombo 111, P.E. r.urMlnur.Il hr.I.Jyrr Pr,rO•t bcMgN.r blaO dbWdM114ab WIRl. rW drr arw W.urr inu.aWnWi e; 6rT,.Wtarlrq drrrrtgr 1 0 80083 rmgby. rrlrstOr Urnl1106rrllrrpffift"rrYMnrbMYlg64"IddrWaCrPMP*%/IrlRMOSRI N.B..rY.twdtara Ull6%nrnlrlallnrtfrrhnsYr/.,Ims&w owrlmsd8r.e,rM I4451 St. LixIeBlvd. el.. ht 1lrhtkr.lpr .. nagy dl.MM.r rinn ba¢htr..l0lr Mllgbrr.6 rlslpatpw rat MYq. Uapldamna6W.IM1l. Fort Pierce, FL 34946 trytirl40rDll ltrd6nw•4darllloMN,/l. rep.Ildind6nlKwcd,onllnaifptlilneAaiA.asit White yaoiliu.hoa IGd6nul•Atlloll.IwblID,1.1. Job Truss Truss Type oN Ply RYAN HOMES / SANTA ROSA WRSRCLM J6A ROOF SPECIAL 1 2 A0181417 Job Reference (optional)' o, ucayn ulja r u uaa.wm o.i eu s NOv iz zul / mi i ex incusines, Inc. Fn Dec 8 07:46:37 2017 Page ID:53scil VXK54iiOnMGAB1 xlzZRKZ-T70GJPkwJukKZ8LfRpIVWLIRJMegCPhjjzJL1 MyB67 4-11-4 4-11-4 1 30 - 1.5x4 II 4-11-4 4-114 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 3-4 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.03 34 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Wind(LL) 0.00 4 240 Weight: 54 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING• TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 4 = 186/0-7-4 (min. 0-1-8) 3 = 186/Mechanical Max Horz 4 = 88(LC 10) Max Uplift 4 = 76(LC 8) 3 = 81(LC 9) Max Grav 4 = 186(LC 1) 3 = 186(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-139/254 NOTES- (10) 1) 2-ply truss to be connected together with 10d 0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 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 (8), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 24)-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 4 and 81 lb uplift at joint 3. 10) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard sore•Syr,•b.r•ircar m amumarm ntrsra p}+monawnrr..r.ry arc..arrow,.xnr.nrwre f rrirwu.rr.rrrrRrteeoufrnwrr.. rsna..r.asi.rrrt.r+r bllr•0•IbrsAiAbrdbblNbb.rr. Irrhmb>rlq.r4r.1 11..lY W.gDr/..n bo b/Mt i sr,n9 sil4rky/6u rbm lMsl.VllrhuY 0n.6 4 Krrgra sYnaYfar Anthony T. Tombo III, D.E. I dr.ab brw brgYlrenYnyKi/f.A.YOs'tWri lq/. br riiq My-,-u MM06@Lb Y df. b0004-id llN. Do WWd b Mid vi UlmdbInL.d RWft OrPnWhWWWM"Is b.*,A it s80083rbYgM*rdtrr.r ur.now.radbrra ndr+.rrxbrrbb rr4r+wrW+PoOr Aodmrnd.dW1MV." . . rerny.rardrrre bnrba r.rr.rr.*bp. lb. %dm...br hrtl.11 r I gml7• `•blH dpMbb b bm b+rr b Ix b blbrbr j.,w b.r1y. hrwr Igrrq tlyYil bT.r a a:d. Oil, 4451 St. Lude Blvd. e(. pitbOIINA-Itrrlhesus•A.Oq1. Ink RLr.1.tepddrr46isM..m,'sorlr..irr.Ibikl.A.aOr.rim.pr.nw.6aAlt.rl6nrn•WMryl.lublp,rJ. Fort pleice,FL34946 Job Truss Truss Type CRY RYAN HOMES / SANTA ROSA A0181418 WRSRCLM J7 Jack -Open 28 1PIY 1 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, designealiruss.com Run: 8.120 S NOV 12 2011 Print: B.7Z0 S NOV 12 Z01 r MI I eK Inoustnes, Inc. 1 nu ueC / lb:Z4'J4 Zul / Page ID:IXMoirMaVb?Z7 FFUeY3_Ndzeg Nj-DANkUv)TzDNMeMOx_4s3cLUyJKpc0Y51CJTNnTyBJc 1-0-0 7.0.0 1 0 0 7-" lead Load tee. 0 1/8 it 34 11 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.10 5-8 819 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.24 5-8 350 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Wind(LL) 0.23 5-8 356 240 Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT 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 6-0-12 oc bracing. REACTIONS. (lb/size) 4 = 1831Mechanical 2 = 342/0-3-8 (min.0-1-8) 5 = 90/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 = 133(LC 12) 2 = 92(LC 12) Max Grav 4 = 183(LC 1) 2 = 342(LC 1) 5 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-518/27 NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opst 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 20.0psf 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 133 lb uplift at joint 4 and 92 lb uplift at joint 2. 7) WARNING - Please thoroughly review the'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard nb• rb.l..dry tttb. b•N IOO lams(=lsa'1 OI011Im6tkDmmnlRlDoronYym>Ioa:r6gRba teq bY pMts r trttm.IbMsby IlrwrDalrb I I.ltos rt Iittts9tuYbrw< YnstYA. tbtl.b 41,y owtn.st sold" Is tWIs will$ UrMtYt 4'sDi.fldtl u)br.wlDt*rrn.minulb infrl.bb 6wdbvplm,rp1.b11Arl.r nbl. no - polln..s,rblsrr,nrAg Anthony T. Tombo 111, D.E. rwtlMltnsbgMbl"I wortAlry/bens'loomNse.uAg.. bYY4bup.bb tons /mIs.& Rrb Adr114ubr of L 8M3 b ti'lgby.rlr.r Orts tltssb l[/rb pomrp "dbbikin sptblls 4rt cle Blvd. AnntbMhrksbe.lq.b gwdlsmbul Ib lmtMytglrnnlNbbY46tgw.s lnnSba(tl ts/ItWy Uttpdrrmn.bbtl.IlH. Fort Pierce, FL 34946 l„+ittr0 M11 A•1 toll hosts- AIMq I. Ink lt, rJ. bp/Altrirltl sltsA.mnl, it soy lra is DttAieibd mdr she mists rn.istibs As. A•) tool lofts- Ao"y l Into 10, 11. Job Truss Truss Type ab Ply RYAN HOMES / SANTA ROSA WRSRCLM M05G Hip Girder 1 1 A0181419 Job Reference o tional + Al moor trusses, ron rterce, rc .tvaoo, oesign(aaltruss com V 4.00 F12 45 46 Kun: o.1zu s Nov 1 Z ZU7 r 11nnt: 6.1ZU s Nov 12 ZU1 r Welt. ex Indust Ies, Inc. Thu Dec 7 16:24:36 2017 4x6 = Dead Load Dell. = 3/16 it 3x6 = 1.50 II 3x4 = 300 = 34 = 54 = 1.50 II 3x6 = 5x8 = 3x4 = 1.5x4 II 34 = i inI 9-515 13-10-1 + 18.4-0 1 218-0 I 2rr1-5 i 30.E-11 40-0-0 5.0.0 4-5-15 4-3 4-5-15 3-0 4-5-5 4-5.5 4-5.5 Fi.rl.n 3 t2 7 d Plate Offsets (X,Y)- 3:0-5-8,0-2-81,16:0-2-12,0-2-0L f7:0-3-0,Edgel,111:0-5-8,0-2-81,116:0-2-8,0-2-121,119:0-3-0.0-3-01,121:0-2-0.0-1-81 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.34 15-16 763 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.35 15-16 751 240 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.07 12 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 185 Ib FT = 0°% LUMBER - TOP CHORD 2x4 SP No.2 'Except* T2,T3: 20 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W3,W5: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-12 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-10-1 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 = 879/0-8-0 (min.0-1-8) 19 = 3395/041-0 (min.0-4-0) 12 = 1161/0-8-0 (min.0-1-8) Max Horz 2 = 32(LC 4) Max Uplift 2 = 479(LC 4) 19 = 2260(LC 4) 12 = 840(LC 5) Max Grav 2 = 882(LC 19) 19 = 3395(LC 1) 12 = 1163(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1993/1177,3-30=-1647/976, 30-31=-1647/976,4-31=-1647/976, 4-32=260/201, 32-33=-260/201, 5-33=260/201, 5-34=-260/201, 34-35=-260/201, 6-35=-260/201, 6-7=-2316/3482, 7-36=-2316/3482, 8-36=-2316/3482, 8-37=-2122/1638, 37-38=2122/1638, 9-38=2122/1638, 9-39-2122/1638, 39-40=2122/1638, 10-40=-2122/1638, 10-41=3199/2373, 41-42=3199/2373, 11-42=3199/2373, Continued on page 2 TOP CHORD 2-3=-1993/1177, 3-30=-1647/976, 30-31=1647/976,4-31=-1647/976, 4-32=-260/201, 32-33=-260/201, 5-33=-260/201, 5-34=260/201, 34-35=-260/201, 6-35=-260/201, 6-7=-2316/3482,7-36=-2316/3482, 8-36=-2316/3482, 8-37=-2122/1638, 37-38=-2122/1638, 9-38=-2122/1638, 9-39=2122/1638, 39-40=-2122/1638, 10-40=2122/1638, 10-41=3199/2373, 41-42=-3199/2373, 11-42=3199/2373, 11-12=-2857/2053 BOT CHORD 2-23=-1088/1863, 2343=1102/1885, 43-44=1102/1885, 22-44=110211885, 2245=-924/1647, 45-46=-924/1647, 2146=-924/1647, 2147= 3482/2389, 20-47=-3482/2389, 2048=-3482/2389, 1948=3482/2389, 19-49=-585/379, 49-50=585/379, 18-50=-585/379, 18-51=-585/379, 17-51=-585/379, 17-52=-585/379, 16-52=-585/379, 16-53=-2281 /3199, 53-54=-2281 /3199, 15-54=-2281/3199, 15.55=1897/2703, 55-56=1897/2703, 14-56=1897/2703, 12-14=-1878/2681 WEBS 3-23=164/346, 3-22=-263/215, 4-22=188/362, 4-21=1949/1269, 5-21=-379/238, 6-21=-2201/3527, 6-19=- 1685/1057, 8-19=-3253/2308, 8-16-2011/2882, 9-16=4201264, 10-16=115W787, 11-15=-422/601, 11-14=-214/341 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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 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 479 lb uplift at joint 2, 2260 lb uplift at joint 19 and 840 lb uplift at joint 12. 8) Hanger(s) or other connection device(s) shall be provided sufricient to support concentrated load(s) 208 lb down and 223 lb up at 5-0-0, 67 lb down and 95 lb up at 7-0-12, 67 lb down and 95 Ib up at 9-0-12, 67 lb down and 95 Ib up at 11-0-12, 67 lb down and 95 lb up at 13-0-12, 67 Ib down and 95 lb up at 15-0-12, 67 III down and 95 lb up at 17-0-12, 67 lb down and 95 lb up at 19-0-12, 67 lb down and 95 lb up at 20-11-4, 67 lb down and 95 Ib up at 22-11.4, 67 lb down and 95 lb up at 24-11-4, 67 lb down and 95 lb up at 26-11-4, 67 lb down and 95 lb up at 28-11-4, 67 lb down and 95 lb up at 30-114, and 67 lb down and 95 lb up at 32-11-4. and 208 lb down and 223 lb up at 35-0-0 on top chord, and 120 lb down and 187 lb up at 5-", 49 lb down and 76 lb up at 7-0-12, 49 lb down and 76 lb up at 9-0-12, 49 lb down and 76 lb up at 11-0-12, 49 lb down and 76 lb up at 13-0-12, 49 lb down and 76 lb up at 15-0-12, 49 lb down and 76 lb up at 17-0-12, 49 lb down and 76 lb up at 19-0-12, 49 lb down and 76 lb up at 20-114, 49 lb down and 76 lb up at 22-11-4, 49 lb down and 76 lb up at 24-114, 49 lb down and 76 lb up at 26-114. 49 lb down and 76 lb up at 28-11-4, 49 lb down and 76 lb up at 30-11.4, and 49 lb down and 76 lb up at 32-11-4, and 120 lb down and 187 lb up at 34-114 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). 10) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. s,y.nwr.+ry..rarmotssntl ettrlamutnauooaolsmlatrlrt[rlrmantswrt..mh*,Irl..nrror..r.ent n n.tiagrrlr>wIbA.4rtrdoot>wiIMMrrnd•."aw.611111.0 t trs.rwrs.sr+rwrrto•rd+ 110MIV ybWW,tenrrlp•ibrd..WM Brr rBOOM Oft pralgwgrr s+rrrrYq+ruplmsbor•rlAds.iII11.11rYy.n•ts.r brrlurro,r+Yr AnthonyT. Tornbo 111, P.E. r..+ rrtnur.tweearmrwrr+raw,rorw'rrO urlp r wny..rrrrm+rn.rarrbd r4obrul.r.d+rtrrRwry+rt urr4wysnp.rearrrgdrrrr*.+rry+ 490083 rWinkW rbru. e.rrr dr• r mr r rm, r pr.rrr ryvs r+seq rrm.ppgwer b Inrws n +.,rr p•rprw. mt srrrpdf70n rarsrr tmr My., u.r Mglp• r I.nsrr,r., 4St. Blvd. Ant W. bra.m.1. Mdr•MrhM Ilrtmrbgfy nWlrbYe6Yrn.•Im+Sry•!p•+gMYy UgeWmnotldbllll FII¢ Fortrt Pierce,, FL 3494E gpitb0}tllA• Ilwllntw•Arnlrgl.IwDrN,1. br lrmwdffisdwsru,uollaoisptlilibdridBeGemieaprobiwbwA•Itwlbrsxs•Asslay1.lrmMlO,1. Job Truss Truss Type Oty Ply HOMES /SANTA ROSAWRSRCLMr' M05G Hip Girder 1 1A0181419 AN Reference (optional) All Kool Trusses, Fon Pierce, FL J4946, aesigngaitruss tom Kun: a.uu s Ivov 1z zus r vrint: ss.izu s Ivov iz zui r MI IeK inousures, inc. 1 nu uec r io:z.:ao zu] r rage ID:iXMof rMaVb?Z7 F FUeY3_Ndzeg Nj-9Y VVvblk Vrd4ugAJ6VuXhmZKm7TGuDWygdyUrLyBJ- LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-11=-60, 11-13=-60, 24-27=-20 Concentrated Loads (lb) Vert: 3=161(B) 7=-66(8)11=161(8) 23=-116(B) 14=116(B) 30=-66(B) 31=-66(B) 32=-66(B) 33=66(B) 34=-66(B) 35---66(B) 36=-66(B) 37=-66(B) 38=-66(B) 39=-66(B) 40=-66(B) 41=-66(6) 42=-66(B) 43=-45(B) 44=-45(B) 45=-45(B) 46=45(B) 47=45(B) 48=45(B) 49=45(B) 50=-45(B) 51=45(8) 52=45(B) 53=45(B) 54=-45(B) 55=45(B) 56=45(B) e.ynar.,...a'umols+asfvllrlltstwlmeuemllonf lranul4vaunwrrl..10rce0ptnro.uldrunOWen.r s v1%m+rle,y Ns+ noft OM sl h dhe b®nY bsbm Mvp bps Pr,11F 6ps)butl.wlN grum.sm/u/Y dnwl,snl UMYbM*/rrjslmflglatl.YlpM.411N. dkgnuy A dgnMm,+rIM Anthdry T. Tombo 111, P.E. dnldMln b. N*isbnq dkdfOn,bow,Tres sslgd bkugb p.burDdbW.ftKdbYWFIA4dsdlM. bsrpsddbW d gkilnsdbina 6blb Ogonp..Wdb gddbbnp.Aldld 8W3 bmgr, erdomo.ewn,ra Mllod.p+emdpw,dbeditil.g.dtalr.e.prd.dlllndw+nde.odbpedrbo nl,b, 11-,dandbln„bdpe,lwreroplyrndlna,srro,n 4451St. l+sdeBlvd. dnl Wllydf Igd YbgkdpMbd,d Nlmsbdp bow ho bbrlgbdp. 1 1sw"fspw dg Wlg. dq.ldsss w"albnl Fort Pierce, FL 34946 Gry+iA1001FI/ Ad 1 1lnssn • AArry 1.1.5d 10, fJ. him dbia dd'ndwmed.'s al I.a b pJibiM i6wi 0d ni4n /e.itiu bu A I tdd brut-Ad1ef 1.IdsM N,/.1. Job Truss Truss Type Qty Pb RYAN HOMES / SANTA ROSA WRSRCLM M06 Hip 1 1 A01814?0 Job Reference (optional) • 1 Roof Trusses, Fort Pierce, FL 34946, design®allruss.com 7-0.0 I 12-8-147005-8-14 4.00 12 5x6 = 3x4 = 3 e Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Thu Dec 7 16:24:36 2017 US = 34 = 1.50 II 5 c 7 Sx8 = Dead Load Dell. = 114 it 15 Sx6 = 13 3x6 = 3x4 = 3x6 = 302 = 1.Sx4 II 3x8 = 3x6 = LOADING(psf) SPACING- 2- CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.31 14-16 719 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) 0.60 14-16 366 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.03 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.28 11-22 936 240 Weight: 175 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-2 oc purtins. BOT CHORD Rigid ceiling directly applied or 3-6-9 oc bracing. WEBS 1 Row at midpt 4-14, 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 622/0-8-0 (min, 0-1-8) 14 = 1917/0-8-0 (min.0-2-4) 9 = 781/0-8-0 (min. 0-1-8) Max Horz 2 = 43(LC 12) Max Uplift 2 = 185(LC 8) 14 = 931(LC 8) 9 = 561(LC 9) Max Grav 2 = 630(LC 23) 14 = 1917(LC 1) 9 = 788(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1081/334, 34=970/367, 4-5=-1064/1155,5-6=-1044/1628, 6-7=-1044/1628,7-8=-1044/1628, 8-9=-1541/2028 BOTCHORD 2-16=-188/972, 15-16=-83/335, 14-15=-83/335,13-14=-1155/1251, 12-13=-115511251,11-12=-1835/1434, 9-11=-1812/1422 WEBS 4-16=-406/739,4-14=1557/1137, 5-14=-1103/1241, 5-12=-2827/2271, WEBS 4-16=-406/739,4-14=1557/1137, 5-14=1103/1241, 5.12=-2827/2271, 7-12=-475/407, 8-12=-431/411, 8-11=370/322 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 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 185 lb uplift at joint 2, 931 lb uplift at joint 14 and 561 lb uplift at joint 9. 8) WARNING - Please thoroughly review the'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT form. LOAD CASE(S) Standard r Tyner Y.(t1lrnY. r r i 100l RIBI'M ay a n imes lomrorsafw4t11RrIV110rIIDarrr ra 1r r r,rr..mr nd.».eb I.,rMy..gPlgrr liw I Irer, rl idsollyd k YnrrM.gr ds1.r m,wr Nd i rui rlrrr ddMrulr r 1p.M d1 It Oag bW bpsP.. *M11lyw4 bud. w lM"ruer.agrodrp{nrd w ry.dYtr r Y Ir t.Ln yM r r i dr. rn llr l 6 Ry n.wr, ryirr. ""bytr.r/MlnuYr.tYWrbrny.YlydrAw,rO'rreredgd.rNAi MdM.radiddY W.rNrrdMil uuwrptl 4 rddr Alrq W.udr4wld8rldq O*,.uW rYq ddYrnp.Ypd 1110rry T. TOr11b0111, P.E. rtriyl y.ri,s.r.urdra.rarrrrarrrrrredrrryi..dfr/r..srpagldrdrelnrxum..rrpedi+ro oti er,rw.mlrrreardrl.nrdp,twwc tq..rl.rsrr..dm 8110113 AnwYNbrkr d Nq.Y n.gMdpMYrrpd Orin bfgb/wnl0lrh11 br¢s..Imrfre.hry.dgl.Yq rlgtld u n.MrYIKI. 4451 St. Lude Blvd. Fort Pierce, FL 34946 Gry+irn0711/A•Ilrellntrn•bdrgl.l.rMlp,/1. ttpdr r.dt6ir/rrr.nl,call.aitpdiliMe0vi0M6cmm reoittiwbaA•11w16nxt•4olarl.IrmMIU,rJ. Job Truss Truss Type Qty RYAN HOMES / SANTA ROSA A018142T WRSRGwLM M07 Hip 1 JPlY 1 Job Reference (optional) At Roos Trusses, Fort Pierce, FL 34946, desgnealtruss.com 4.00 Sx6 = 12 Run: SAM S NOV 122017 Pnnl: 8.1Z0 S NOV 1Z ZOl 7 MI IeK Industries, Inc. I nU UeC r 16:24:37 207 ID IXMofrMaVb?Z7FFUeY3_NdzegNjdk2t6xmMG8lxVg1WfCPmE_6X?XoldkT6vHi2Nr 30 = 3x4 = 3x6 = 1 5x4 11 Sx8 = 5 a 7 8 Dead Load Deft. = 114 Ir ly 1[ 3x6 = 3x4 = 3x6 = Sx6 = 3x8 = 3x6 = 1.50 11 3x6 = t 9-" 18 4 0 24-7-2 31-0 0 40-" 9-0 0 90 6 32 Plate Offsets (X Y)— 15:0-1-12 0-1-8] [8:0-5-8,0-2-81,[14:0-3-0.0-3-01 LOADING(psf) SPACING- 2-" CS1. DEFL- in (loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) . 0.58 11-22 >448 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.46 11-22 >568 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.73 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 175 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2,T3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 613/0-8-0 (min. 0-1-8) 14 = 1933/0-8-0 (min. 0-2-5) 9 = 774/0-8-0 (min. 0-1-8) Max Horz 2 = 53(LC 12) Max Uplift 2 = 182(LC 8) 14 = 926(LC 8) 9 = 560(LC 9) Max Grav 2 = 628(LC 23) 14 = 1933(LC 1) 9 = 785(LC 24) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-835/231, 34=730/286, 4-5=-851/1002, 5.6=-009/1056, 6-7=-609/1056, 7-8=-609/1056, 8-9=-1321/1746 BOT CHORD 2-16=144l739, 15-16=-56/373, 14-15=-56/373, 13-14=-1002/1083, 12-13=1542/1210, 11-12=1542/1210, 9-11=-1521/1199 WEBS 3-16=-203/334,4-16=-498/807, WEBS 3-16=-203/334, 4-16=-498/807, 4-14=1215/852, 5-14=4105/1244, 5-13=2112/1727, 7-13=-404/326, 8-13=-691f796, 8-11=-434/358 NOTES- (8) 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=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 right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift at joint 2, 926 lb uplift at joint 14 and 560 lb uplift at joint 9. 8) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT- form. LOAD CASE(S) Standard IgyIlmr r.jII M r'u Id tM19S111tIt!•1 L Im6 1I IM1llllllp('YRh1 U'Ya%*6*ObMtM/"DKIrr IbRI.IwYY rt Iho9rldnM YmdYMWW0rIR4* Mlrlr wildwrrYMw/YrQ4.1r r11/4M1rAn•bPW,frerll.gbua.wtMAwn. .o1 r+.+.r.ry Mrrrylru pl.yul.Ytn M..r nu. trre e.gen+rnr.e,arM Anthony T. Tombo 111. P.E. r.u/M1nubRNYrnr.I.JYr bOrn.trOr i dc/q..MNYrMYr.M1rura/Ytl.YYrY d 11M1o r1M1l.4 d/YDrwW.u/bInLL.61,1.4fo.ulr,rbgO IMYnyOY'll 180083 wtMgDgwrlr.w UrM1wwYMMrY dnfrpd.f/b4Wpla'rfNllbasQOlJrYrdd tllrSlUnidsdbped o 9LIYlnr p.•iMrlM/Yh.nMye,Iq/Mgl erl.fb i0 s,,Na 4451 St Lytle Blvd. MnbWlp&(NWVVI4..r"MaPNMW hImf INPbOw n•IY611gAryw.. IM001.lpa/q him* DgtlrwwON61*1Yml Fort Pierce, FL 34946 rylirbOtAlAAlbollmvr•AuYryl.loMl0,r1. teprl.dndmnbrneu,!say twirp4liliM.idwtdrwmnya.it+irhwA•)twlbnxt•Adlafl.labs ID,/i. Job Truss Truss Type Qb Ply RYAN HOMES / SANTA ROSA WRSRCLM M08 Hip 1 1 A0181422 Job Reference (optional) r nW „uaxs, run FWW, rL rrrro, oesrgnta a rlr 54 = 4.00 F12 Run: n.120 s Nov a 20r Print: 8.1z0 s Nov 1z 2017 MiTek industries. Inc. Thu Dec 7 16:24:38 2017 ID: IXMofrMaVb7Z7FFUeY3_NdzeaW5xcFKHn 1S07 KiDwN?mBefnx9mM9fF7wRb 3" 3x6 = 3x4 = 5x6 — 8 -. R Dead Load Dell. a 318 it 1, 54 _ 13 ._ 3x6 = 3x6 = 3x8 = 3x8 = 34 = 3x8 = LOADING( psf) SPACING- CSI. DEFL. in (foe) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.212-0-0 5 TC 0.89 Vert(LL) 0.31 16-19 717 360 MT20 2"/190 TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) 0.66 16-19 331 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.54 12-22 485 240 Weight: 184 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 83: 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-12 oc bracing. WEBS 1 Row at midpt 6-16, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 572/0-8-0 (min. 0-1-8) 14 = 20081041-0 (min.0-2-6) 10 = 739/0-8-0 (min. 0-1-8) Max Horz 2 = 64(LC 12) Max Uplift 2 = 174(LC 12) 14 = 955(LC 8) 10 = 543(LC 9) Max Grav 2 = 608(LC 23) 14 = 2008(LC 1) 10 = 768(LC 24) FORCES. ( Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3=-953/312, 3-4=-445/111, 4- 5=-365/125, 5-6=365/125, 6- 7=-833/994, 7-8=-856/1324, 8- 9=-956/1354, 9-1O=1458/1841 BOT CHORD 2- 16=286/884, 15-16=-994/1111, 14- 15=994/1111, 10-12=1665/1359 WEBS 3- 16=-563/532,4-16= 218/325, 6- 16=-889/1408,6-14=-1077l792, 7- 14=-1343/1556, 7-12=-1080/816, WEBS 3- 16=563/532, 4-16=-218/325, 6- 16=-889/1408,6-14=-1077l792, 7- 14=1343/1556,7-12=-1080/816, 9- 12=554/683 NOTES- ( 8) 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; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch right exposed; C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20. 0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 174 lb uplift at joint 2, 955 lb uplift at joint 14 and 543 lb uplift at joint 10. 8) WARNING - Please thoroughly review the 'A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS 8 CONDITIONS CUSTOMER (-BUYER-) ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard ft"• rim b " to iomrwitrl am ID411D 1411(MIN 191lri&QMLRUW ba 1,*60pI brI rn1 r bs Ins by"(ulft lb Ad" I Imo I11bob Idnm W1dw l.aW bItt. h1N wor rlpu Y/hr 1Yb41 brrY 4 Lm by 4'urpr,llydsrlpr.lbW wlMnrw.rr wrdr'bfswl4.q rnl W1lrbtrydrnjrinfepl rIYM.b IILI. IYhq pp Fry,m,n,.uh Iru/ MI ubgMlgbbrry Jiq/rOrw,bbw'tre eMrp bblYthy.YranO/rU.rp Ib dhY orrlRl. b.pd4bToni RbvmdbbftX%&4ld%orrlr.WN-olb" l/hbirP Yy4 80083 thwry T. 111, V E. rt+ybgwrfrW. Urrrfdrf.bIDoirndnrPdd rdridgInr neklr e X4P* dbIllrixlnrd.dr*dpdm Mlibnbnprdrbrrn.rdbA h ? 80083 nr.wM Ihrlrrd ugadnlanna4M41111. 4451 St. Wile Blvd. ry 1*rmgAdpMMrdIblnsMgtgYne101rtbd}r..In+SN.f d Wy. (rypitlt0t01{bllullms.s• Adl1ry1.11d.D,/!. tep.1.ml..immis d'b bd eu,nllOILisphilVAMIlmmin"pvsitw.hw4•Ih hVINS-Aabgl.lookV.I. Fort Noce, FL 34946 JANIUXRY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 TYPICAL HIP / KING JACK CONNECTION I ST ITL01 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's I Attach Corner Jack's w/ (4) 16d Toe Nails @ TC w/ (2) 16d Toe Nails @ TC & 3) 16d Toe Nails @ BC 2 BC (Typ) 0 3ch Corner Jack's 2) 16d Toe Nails TC & BC (Typ) o.l•rrryq.,..r immtferynur atwm•t.a+auous mrr+IrKvr. r4 rP+r rrr.r r,kya.(IYlrrlegl.6iR11 td. %wWwm mud-wow"brik wa e pro r.rrrur rtr wrylwWM+iy.grri.,r..uPrrrrn grgr rrtrrryrrrrrnq.rury..ro.wrgmr s+laftbmb* Andw"T.lombo111,P.E. rwrl•r reryMY,•rny.rr,rra..rtr.I.bad*r rrlY lh.r rrrrr.r rr.d rr arrut .rr de rrr,arr.rlrsu o.sar•wrirrrm r rrnrrrr I.r..sdq rnri.palrrrwkRrfRl a.rb1PWr*.a wl,r a e451 St. Lude Blvd. w.rerh f..+..wrb n.r.1nuM4+rw Mw.iwlra.ur.d.elrr"0P b0WV.8 Fr nu. Fort Pierce, FL 34946 owilb0loll 1,d4dlmin.Win E 1461* 111, F1, h'.Mi"d6is/rron'so,4rakrdilbdrbbr.0.n"p.htlrtre.4l1W1mw-Id.ry).1*d*N,I.L FEBRUARY 17, 2017 ALTERNATE GABLE END BRACING DETAIL I STDTLa3 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 349" 772.409.1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1'-3'MAX. DIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES 0 r 24. O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - IOd 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. ENO WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.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 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALIDellANDARETOBEFASTENEDTOTHESCABSOR VERTICAL STUDS OF THE STANDARD GABLE TRUSSk_ ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED S ARE NOT ADDRESSED HERE. / STANDARD GABLE TRUSS / UKAL ZT1 RI AN ADEOUATE 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 I THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98. ASCE 7-02, ASCE 7-05, ASCE 7.10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. jd6* I NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24.0 C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' D.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. Irr,-Ne,r.lrmlr.r'N g0111f0(mlltilQrtUt MUIIOr>fltrSl!!44(Y'.".1 dO;ngDPfrl'r. rrIM91.+•r•rwr.u.rb o lra rglQllrrlbrLrrrRIl,Mw orelrr+. Yurrwrund.rllSrr trrrsrrrrtrwrrrlsrr rarM,ryy../.Yr+lrr.vlrw.u„r,..l.orrrru.r.a4nv.uerrwa rr.FS.,r.rw,.wai.a...a.ya.lurrl Anblon T.TanboHI, P.E. r. rrrumr.rlry.rnyrr+orre..,rw',.rss4r.rrr4ryrrrsrrarrrrrdwyurrnurwwrrolr.irr..rrsa.ay a*.aerrrqu4rr,.yr tOM3 r rryrgrrtwm. amtow.rmnow r..e.pdpwoNM tnre[r"Wa.rrprrra. Mlow ftanwwnrrtirrrukww.bokupto.r.rM,r.rov,ia 4451 St. Lucie 6W. Msr 4rdarlrr, rgrr*r..rlgi'r,wrr A,6n,r l weglr0 f lrq...6n,hm.l rrgliy Oq.NbnwwW.9N, Fort Pierce, FL 34946 r/t, i4Y071111•IlrAlrryw•lydrrl.1 r10,/.1.9rrd JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05' A-1 ROOF TRUSSES 4451 AT 1 I ICIF RI MY FOF SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. ATTACH 2X4 CONTINUOUS ill SYP TO THE ROOF W/ TWO USP WS45 (1/4- X 4.5-) WOOD SCREWS INTO EACH BASE TRUSS. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE =3'X0.131'=10d 2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL'A'. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. LE END, COMMON 5S. 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. Meru+pm..r'Ng01IdffiS(11UR ipUYl ltf0911p111A0(tll tlUONfamRb MMypmin.l n binnMM l l r+dJf.M Ml1l.11uw SWllw.0 Yur.Ma l.rlJl,r! - -- a:I.rlrMaJiMnarrlr r A 1)Blatt* bp .61.ira0l lBInrlYWaal IN .wd e.gmillm, n/^nyinYll rin/t.Y*M1milYtl.Vti.11.iilM bf**Bv pm%tf7uWW.uftr#! dalhoimbquysbngnYYl/YDo..rAr'.YtwiprrlOY Fa}a.im/r[,rQa1 YdYY4aYalnuBr d/Ir,daiWa/rlmwimYla/siT.Or alindOidMriyacyq/ MtfiDIryT.Tomb0111,P.E. rtetius*.rtal.er.uwsmr.rnrbPon ofFwAm/drr tq.sflMle.rmllrsrhrnalvllasnmwdlopmwrraal rsssny.rrsdwsrrnns ..tnnlryhlr.re.sw l.arns 80083 e. wl hstrse.er..a.hr,.ls r rot tins *bpgn191eshib" ..umt,mlmpr, owl rq use.lnrtomm"i orm. 4451 St. wdeBlvd. wpi11402016 9. 16.I6mus,idol l.ln+.0,.L i1ta6G mol66htmuAbaglaa,ispAwmviasoofi/niunpaiuia+6sA•I Wlmm-Asim1.lslrm,F.L Fon Plebe. FL 34946 JULY-17, 2017 1 TRUSSED VALLEY SET DETAIL I STDTL06 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772 09.1010 VALLEY TRUSS TYPICAL) SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. 0 GABLE END, COMMON TRUSS, OR GIRDER TRUSS DETAIL A NO SHEATHING) N.T.S. aq-ltis.r.pt. r•u qd mom; Y I nrd 11M UY wIr IrYYr GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. P I 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 6112 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/TWO USP MAX SPACING = 24' O.C. (BASE AND VALLEY) WS3 (1/4- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS i..,rl lol luwwmm Yudwb000%M I{ rY4gMaip dlarv.dso 1lr.rlddb ranr p+dmd%Mlg4 Wldam011pp*W4 I4dlKin I lrp llpfm.RlnYnbmWm6budNm0% 41rIe/ W 111bIIrtp1 Ih •pbf wlnl TY bi1r E*w bglYYlylgp... E If nshpw 4 YIq Y C Im nnrAl • VH IyI+ i1Y 011111.111r hnut • 1.I hD,/1 lepddn.Ildn I orat,:ytln, b ptYla.elalM.i®npnie+iu iw F 1411LIswt• levy I.IId10,/3. Anttany T. Tombo III, P.E. BM3 4451 St. Lude Blvd. Fort Pierce, FL 34946 JULY 17, 2017 F F"'`'`"" V r%I_LL I `" F "` F r%li- HIGH WIND VELOCITY) STDTL07', A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 74 WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY UND"..., , . _ ,n.,.,, o. DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' -10' ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2, THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER, NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH NON -BEVELED BOTTOM CHORD CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6112 (MAXIMUM 12112 PITCH) Iberbn rne b'b I w mIRY1(11110'16ml not I0/100Y1Qwfw?mmNimgflLw k b4i+• Air serddn• W 4u birb+tibF ld b b i, lrrlll.IJrrm9wMns. mMn na wblw I31 dm Y *00 m om lid.b bmmbi rW b Im by [Trep,initl lb W4 Arpmn •eu 4b lAntai w 7mrWbJbb i*4b rb jrimiMni• M may, W 011, bia'av Irbbwlbn sl•! MilWim icombo lll, D.E. db/bNub wb bb MpMhLl/b. 0.b 0nntddalqWr bbii/ blbAMftdb OLb Rd b b bb bYnbd4tl Mi.b"WdbI3IWObYadbayblogftWANNONOW" dibr b mrNy/ 80083 b bdwlbgwdmown. ownwwebmiser r sepbbnlw:b hdmtmm 6 bb.rp(lglibol bl llld9Unodrmbb p.rOro. TM Obw b ngnbbrse mull% 4mbgr, kmk* upw d ton- .On 4451 St. Lucie Wvd. I,,.brbbdh hin u+ewblhipbr.wM hm.0 M*l nwlbblilbye.e Mn1!b(ge4 biy Ygi hml""*Iwbm4. Port Pierce, FL 34946 f_:Mfl tll WtJl.u..&drlT.i.w b[ rJrr../dl.J.n.r 6rf..:..btir/rArr. sir vr„L.b.IbJ t.r,r.brA...l IrM10 b1 FEBRUARY 17, 2017 I STANDARD GABLE END DETAIL I STDTL08 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-400.1010 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, 6' O.C. VERT STUD SECTION B-B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 Q VARIES TO COMMON v DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF N2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP M3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4' - 0' D.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) I0d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7 GAB E ST 0 DEF ECTION MEETS OR EXCEEEDS L/240 VERTICAL 2X6 SP OR SPF STUDPBRACE M2 DIAGONAL BRACE 4)-16d NAILS16d NAILS SPACED 6' O.C. 2) lOd NAILS INTO 2X62X6 SP OR SPF •2 2X4 SP OR SPF M2L HORIZONTAL NAILED TO RTICALS SECTION A W/(4) - IOd NAILS PROVIDE 2X4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK 12' MAX. L U L B. THIS DETAIL GOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACEAT1/3 POINTS9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. IF NEEDED 10, 10d AND 16d NAILS ARE 0.131'X3.0' AND 0.131'X35' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4 SP 031 STUD 12' O.C. 3-8-10 5-6-11 6-6-11 11.1.13 20 SP 931 STUD 16' O.C. 3.3.10 4-9.12 6-6-11 9.10-15 2X4 SP #3 / STUD 24' O.C. 2-8.6 3.11.3 5-4-12 B-1-2 2X4 SP#2 12'0.C. 3.10.15 5-6-11 6-6-11 11.8-14 2X4 SP 12 16' O.C. 3-6-11 4.9.12 6-6r11 1w 20 SP 92 24' O.C. 1 3.14 3.11-3 6-2-9 9.3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REOUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH IDd NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP N2. ROOF SHEATHING 2) - 10d NAILS TRUSSES 2 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' D.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) END WALL 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. FEBRUARY 17, 2017 T-BRACE / I -BRACE DETAIL STDTLA9WITH2XBRACEONLY • VOTES: I -BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. HIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TC ONTIN000S LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10a 6' O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING 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 1-BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEARURRY 17, 2017 I LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772.409.1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - IOd SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). r ATTACH TO VERTICAL INAILS (0 31WITH 3)X X) BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING - ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - IOd TO BOTTOM CHORD NAILS (0.131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO CHORD WITH ( 2) #12 X 3' WOOD SCREWS 0216' OIA.) ATTACH TO VERTICAL -INSERT SCREW THROUGH SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTO NAILS ( 0.131' X 3') EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) TRUSS 2X6 (TYPICAL SPLICE) WALL STRONGBACK ( BY OTHERS) 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 LATERAL TOE -NAIL DETAIL I STDTL11 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772A09-1010 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) OIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 C 135 93.5 85.6 74.2 72.6 63.4 J 162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 u p J 131 75.9 69.5 60.3 59.0 51.1 irl 148 81.4 74.5 64.6 63.2 52.5 N h 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 1.15: 3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 2915 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 3D• TO 6(r THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW SIOE 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 SIOE 00 FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12 I A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. 162 72 39 37 25 FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTLI3 4ff7 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 X 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES F: STDTL 14 4) 12d MAX 3011 (21-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON HS ft"-ft-ft-ft, ••a.vow wonfmo' mmlVelSavmltmal alaoe e llu rr. .qMn.,..r,.r.,n.,.uw l lrr r,l.t.raner,esrr.... r,.,..r...+.ru..• wsa w•.rrro.rrn.hm•n IT+ti4b+l irw..a,v..rr rr.q nrrgrrryrr s.n4e•rtirl.mi.h•y.rTR+1 o urrr Anthony T.e III, P.E. rrrr,n.urq•q r,w rrrr..,ro.,r.er*r.rrr,.r.r+rrw.rarrrrw rrnN.s.prrr»r.,w.rr•.urr,..e....ur..ri,.tirrrn w+gr rrrlay.rtrawi, u.nv.rtarwr..nrr+r rr•t....twRrr.r/O+Ir+•wMaraPo r.r r•rrr• a rwr.•.rnnrre.uay.,sw uyl.rnw+r.•,rrr u51 St. Wcie ON& rrWh.tr.e•.q+n•dwl u1n 1.Mr•mr•rr 1.y.,.Yw1%l T•r.1•. Y FOR PIMfe, FL 34946 i/b07/1{l•1 Wlmv•Yd.y I.IuMm,/l tT Mliw e hn N,iglr.,'n'Miu/.ilrMuitlM 1 i ti 6m bl lwl6 w-AAw11.1..0,/.L ri FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15 • IDAMAGEDORMISSINGCHORDSPLICEPLATES A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772.409.1010 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 I 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48' 3657 5485 334b 5019 2829 4243 2898 4347 DIVIDE EOUALLY 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 IOd NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REOUIREO (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE BREAK a X' MIN 6' MIN r TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REOUIREO 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 DR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEAUARY 17, 2017 I SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409.1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X SCAB (MINIMUM *2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES ZI' 4• Ir• r• alit9i l i i i ll i i i l 9i IJ 5 0AR'. - A-` 0- Notify truss manufacturer if material is other than shingle. GraNq a 5,0008)/ Uplut o - Horizontal 0, 350R1 l 47 O 1 S f— co HATCH LEGEND 8' - 8" A.F.F. E 16' - 8" A.F.F. 18' -17/8" A.F.F. J LWCn WntRMINNJ Ot OYIY/Cn - - i ( UNLESS NOTED OTHERWISE) e; NOTE REALLCEILINGDROPSBELOW AM ARE ' r a 3E4 ; 7 iBYBUILDER (UNLESS NOTED OTHERWISE) _ 1: - £ e a NOTE THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW Laa v g 8aTRUSSI.D. AND TRUSS LOCATION OHJ'T. • a - 1 1 q 3 s THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABIUTI' OF THE ENTIRE STRUCTURE i ^• _ $ REFER TO THE INDMIN'At TRUSS ENGINEEIIING DRAWINGS s 3 = FOR GRAVITY AND UPLIFT LOADS. ials l a FOR BRACING 6 ERECTION DETAILS REFER S s] a 3 S s TO ER31-03 AND/OR ENGINEER OF RECORD C _: a nQ ias. REPRESENTS THE LEFT SIDE SIDE OF S ' eai c EACH TRUSS DRAWING a I gS a i= NOTE UPLIFT CONNECTIONS FOR ALL COMMON B = A j a $ CCC TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 3 STRAP (BY OTHERS) UNLESS NOTED OTHERWISE - s EXCLUDES VALLEY AND PIGGYBACK TRUSSES s ` a $ Q JUS24 Q TH046 1US26 QJ MSH422 _ _ s e is r THD26 QK MUS26;; sg !; D TH028 © JUS24-2 - a g i r = Dj THD26-2 C'i - - aa as l a DI TH028-2 a== JUS46 Q ?e = Li sa8l. LOADING ROOF FLOOR WIND LOAD _ S 1 S 3 r i t e d a LIVE LOAD 20 40 ASCE 740 _ ` i 6 DEAD LOAD 10 10 150 MPH Exv - i q >: s 1 a t- LIVE LOAD 10* 0 CATEGORY II 9 `J € DEAD LOAD 10 5 ENCLOSED 3. a IL TOTAL LOAD 40 55 1 F8C - 2017 DURATION FACTOR L25 I L00 I TPI - 2014 8 - f : g REV DATE BY REMARKS $ 01 7/17/201 R REVISED FIOOR SYSTEM FOR NEW RREWALL a s a s a s a DETAi a •a- i - $ • 02 /OS/201 ECC REMOVED RREWAU, DETAIL /2XG BOTTOM aRIBBONONFLOORTRUSSES. $ : $ _ i E g6 03 LZ/07/2017 A CODEUPDATE - T e e a a as r-;s-si i R is understood that above C xwfito t5 have been reviewed APPROVED i are acoeptable for the i e faWiCatlon at tnsras' APPROVED As NOTED ia- elevataro.pitches, overitangs, a fasotaa.oeilinB REVISE AND RESUBMIT 3tz = ?_ a elevabonUoWws, bearing ; S a a 11oortddions6alldetadpertaining RUECTEO ? : i 13 StoNisWinplacementplanNO back At charges raWDUS wbe Oen approval from an A-1 Rod ! 9 s+ a s Trussesrepresentairve. REVIEWED BY PLAN DATE ARCH: 02/m/I5 STRUCF. 02/26/1S ; _ ' CUSTOMER RYAN HOMES a ILs o me NAME SANTA ROSA "C' o aF LEF L 6 = e a a OPnorgs) JANAJ/*IoeNAYGRwu s1 jr 3=: Q COMMNTY g ? = g a Lora : s 3 z. as BLDG at Joe MASTER WRSRCLM e!`F gr-ee DRAWN SCALE $_ 16 r' ! A DATE 03/03/2015 = -' = J' e r 7 N.T.S.s_1ei3$c 0:1s:g11e3 er1s `oue ;3 a - a A-1 • ROOF is TRUSSES A FLORIDA CORPORATION Ph 772-409.1010 J Fax 772-4MI015 a RECORD COPY City of Sanford Building and Fire Prevention Product Approval Permit # # 1 8- 1 5 7 9 Project Location Add Spec ' n Form SAN' ORD As required by Florida Statute 553.842 and Florida Administrativetode 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.floridabuildinQ.or4. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2 / 15000.4 Sliding Ply Gem 4780 SGD 14634 - R3 Sectional Wayne Dalton 9100 - #0600 / #0607 9147.11/8174.2 - R12 Roll U Automatic Other 2. Windows Single Hung Ply Gem 1500 16103 Horizontal Slider Casement Double Hun Fixed Ply Gem 1500 16104 Awning Pass Through Projected Mullions Ply Gem 1500 16118 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit Panels 12194 - R7 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R12 Underla ments InterWrap Inc. Rhino Roof Undeda ment 15216 - R3 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems 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 - 26 Off Ridge Vent 16568.2 - R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 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 SPEC DA GOriStruCliOn Products 1. Product Name Grace Vyoor® Plus SepAdhered Flashing 2. Manufacturer Grace Consfruction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM 0726) Fox: (410) 431-7281 www.gracecorstruction.00m www.groceathome corn 3. Product Description BASIC USE Grace Vycors Plus Self -Adhered Flashing is a self-sealing, fully adhered composite flexible fiastkg designed to protect critical non -roof details from air, wafer and moisture Mation. 9 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. OOMPOSITION & MATERIALS Grace Vycor Plus Self -Adhered Flashing Is a 25 mil (0.64 mm), cold applied self -adhering• membrane oonslsting of a 3 mil (0A7 mm) high density, cross -laminated polyethylene film coated on one side with a 22 mil (0.56 mm) layer of rubberized asphalt adhesive. For ease of application, the rolls are interwound with a disposable silicone coated release sheet. The flashing is a Clark gray -black. GroceVyoor Plus Self -Adhered Flashing b now available with RPCORDI 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 elemerds of the wall system. Pruning 6 generally not requled for most substrates provided they are dean and dry. However, oh concrete, masonry and DensGlass Gold® apply Perm A -Barrier® WB Primer. if adhesion is found to be marginal, also prime wood composition and gypsum sheathing with PemrA- Barrier WB Rimer. The coverage rate for Pemrt-A BanterWB Rimer is 250 - 3W ft'/gal 6 - 8 m?/L). SEES Grace Vycor Plus Self -Adhered Rastft Is bvolable in 79 (22.9 m) rolls in widths of 4°, 60, 9e and 12e (100 1% 225 and 300 mm). The 4e 000 mm) width is packaged 18 rots per car- ton the 6e (150 mm) is packaged 12 rolls per carton; and the 9e and 12e (225 and 300 mm) are packaged 6 rots per carton. UMiTATION3 Grace Vycor Plus Self -Adhered Flashing must not be applied in areas where R will be per- manently exposed to sunlight and must be covered vift a reasonable amount of time not to exceed 30 days. Grace Vycor Plus should not be used In hot desert areas in the sauthwestem Untted States. The following sealants are chemically com- patible with the adhesive side of Grace Vycor Plus Self -Adhered Rashtrrg if the specific formu- lation does not contah hydrocarbon solvents: silicone, acrylic butyl 1-part polyurethane and 2- part polyurethane. This flashing Is incompaiF ble with creosote; joint sealants containing polysulflde polymer or hydrocarbon .solvents, products manufactured from EPDM and flexi- ble PVC; and certain caulks. For more dormo- flop, refer to Technical Letter I "Chemicol Compatibility with Other Building Materials and Sealants.' Grace Vycor Plus Self -Adhered flashing is designed for NON -ROOF flashing applications. The membrane Is slippery - do riot use on the roof. DO NOT walk on the membrane. 4. Technical Data APPUCABIF STANDARDS ASTM International ASiM CB36 Standard Specifioaton for Mgh Solids Content Cold Uquid-Appled Eastomeric Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test' Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Bastomers-Tension ASTM D570 Standard Test Method for Water Absorption of Rastics ASiM D903 Standard Test Method for Peel or Stopping Strength of Adhesive Bonds ASfM D1876 Standard Test Method for Peel Resistance of Adhesives (f-Peel Test) ASTM D1970 Standard Specification for Self - Adhering Potymer Modified Situ ni ous Sheet Materials liked as Steep Roofing Undetayment for loe Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dimerslons FLEXIBLE FLASHING 07650 Grace Construction Products PWSICWCHEMICAL PROPSM 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 Rs origi ial, 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 al prod- ucts h a dry area away from high heat flames or sparks. Store only as much material at point of use as Is required for each day's work ENVIRONMENTAL CONDITIONS Grace Vycor Plus Self -Adhered Flashing can- not. be applied to moist or damp surfaces. After precipitation, allow a minimum of 24 hours for drying before installing the flashing. Grace Vycor Pius Self -Adhered Flashing can be applied at air and surface temperature of 25 degrees F (4 degrees C) and above. APPUGATiON METHODS Surface Preparation Substrate must be smooth dean dry and free of voids, spoiled areas, loose substrate, loose nails, other sharp protrusions or other matter that wU tinder the adhesion or regularity of the flashing Installation. Clean loose dust or dirt from the surface wherever Grace Vycor Plus Self - Adhered Flashing is to be applied by wip- ing with a dean dry cloth or brush If the flash- ing does not adhere property to the substrate, apply Perm -A -Banner WB PrQner at a coverage rate of 250 - 350 fie/gal (6 - 8 m'/I). Allow primer to dry completely, approxf- mately I. hour depending on weather condi- tions, before appiloatfon 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 N there is significant dust or dirt contamination. Flashing Application Instal the membrane following the shingle principle: Apply the top membrane layer over the bottom layer so that the system sheds water, For ease of instalatiort.Grace Vycor Plus Self -Adhered Flashing has measure mark- ings at 6° and 12e (152 and 305 mm) intervals. Cut Vycor Plus into appropriate lengths. 9 8UA• aro MAMF Eia os rcyldemd nodorerb of Reed Redo none ten pmt VM DM (omot mamro to lro emodd d* Reed Construction w.., n..wm,.,,w..ran..w....a,dn.n..r.....+dr..m.mnntlrcJ,mb,amutlatmtedeiod000eow.V=road CorabudianDWMADJUhr4 ved nor SPECD 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 passible over the open- ing and avoiding fshmouths along the edges. Roll flashing firmly Into place to ensure Conlin- 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 114' (6A mm). M laps that occur in subsequent lengths must maWain a minimum overlap of 3' (75 mm). PROTECTION Grace Vycor Plus Self -Adhered Hashing must be protected from damage from other trades or construction materials. SAFETY, STORAGE & HANDUNG Grace Vycor Plus Self -Adhered Rashing prod- ucts must be handled properly. The best Infor- mation on safe harxlling, storage, personal protection, health and environmental consid- erations has been gathered. Material Safety Data Sheets (MSDS) are avaiable 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 AVAILABurY A nationwide network of distributors carries Grace Vyear Plus Self-AcJhered Bashing prod- ucts. Contact a Grace Construction Products representative for ordering and delivery information. COST Grace Vycor Plus Self -Adhered Rashing is competitively priced. For specific inf6rmahon, contact a Grace Construction Products repre- sentative. FLEXIBLE FLASHING 07650 Grace Construction Products TABLE 1 TYPICA PHYSICAL PRON9TfIE5 OF GRACE WOOR PLW SBr--ADHRD BASHING Property & test Typical value Color Gray -Black ThldQ" ASTM D3767, Method A 25 rnO (0.64 mm) IOW temperature flexUrity, ASTM D1970 Unaffected at 45•F (43•C) Songallon, ultQrrate falkue of rubberized asphdt, per ASIM D412 200% mirrimum Cracked cycling 100 cycles per ASTM C836 Unaffected at -25•F (-32°C) Lap adhesion of minimurn application temperature, ASTM D1876 Moddied 60 plf (875 N/m) width Adheslon to concrete at minimuan appludlon temperature, 60 plf (875 N/m) width ASTM D903 7. Warranty Grace Vycor Plus Self -Adhered Hashing Is war- ranted at the time of shipment to meet Graces published specifications. 8. Maintenance Grace Vycor Plus Self -Adhered Basting, when Installed in accordance with manufacturer's recommendafions, 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. Fling Systems Hrst Source' Additional product Information is available from the manufacturer. W. R GK= &Chllsn hopasfte 9 iandlon here VA be h*M C bbasedWmddo dI wMadgecorddwdtubehueandacne- rode ad b olfeed for the useW =ddaati A hv8sl0otiors and ve- Vbofiat but we do not wmm d the -safe to be obnahed Flease rood 01 ddelra is reccnm Minor and W99whom h oaduro- liar- ub our cmdAn of sda wtkh q#y to d goods aby us. tdostoler wL recarrnandoticn a agpeslim b tleded to ory use vA*hwoM h*p any paled a copVt. W. R Qae &Co. Corer 62 WM mae Avenue. drips, MA MIQ In Cbrnda Boca Cando hc. 294 aem h Rood. West Aloe-. Orkdo. Cando us sce e01unwm ParmA•earle crd Vycor ore regbtwed troderncft ad RPakWhc# odwako$W.RBace&Co{'am . DensGton Goid b a reWered hodasmrk of Geagloft0c owpolonom 0opydd0 = W. R Boca & ao.kbm 7P- M . Hinted in fro USA. 8/D4 AFSnOM l S'HiaTA• ad MNNS ae r•pMedliademub d Reed seater he lro tm pa15f MU rmnd ayrame to as ed7ald dyls Reed Data. nsiruction sJ...+..,....,,. w,..w.aw.n.fMMdeadb,eedvOblMraeonldvtDmmorufaduabra omEVrrthdr4edomrro5'.°`R dCbffiudlooOofaA09ydrl roved Flashing Application Instructions for Windows WINDOW INSTALLATION METHOD A: BEFORE WEATHER -RESISTIVE BARRIER Based on the climatic conditions and the exposure of the window, there are a number of different flashing options. The method below is only one of the recommended options (see Detail VCRDET 102) which meets AAMA criteria. Refer to the subsequent details (VCRDET 100 to 106) for additional flashing options located on pages 27-33. 11 IJ 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 Isee Table I, page 8). Step Two: Before installing flashing on sill and jambs, locate the RIPCORD. Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dowsill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of win- dow sill upward. Roll firmly into place as necessary. Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive barriet 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 a sealant on top of window flange when using self -adhered flashing.) El FlosMng Application Instructions for Windows WINDOW INSTALLATION: METHOD A BEFORE WEATHER -RESISTIVE BARRIER (continued) Step Four: Apply the pre-cut jamb flashing onto the nailing flange. Position above the head flange. Unroll flashing and expose adhesive by removing the release paper. Roll firmly into place as necessary. Repeat on the other side. Step Five: Install the pre-cut flashing over window head flange by removing release paper. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. Step Six: Install weather - resistive barrier as per manufacturers recommendations. Position weather - resistive barrier under sill flashing. Remove remaining half of the release paper from the sill flashing. Adhere to weather -resistive barrier to ensure a water shedding tie-in. El Flashing Application Instructions forAndows WINDOW INSTALLATION METHOD B: AFTER WEATHER -RESISTIVE BARRIER In this option (see Detail VCRDET 100) the weather -resistive barrier has already been installed before the window and flashing. I' 13 1 Step One: Cut and remove weather - resistive barrier from rough opening of window sill. Secure, if necessary, to face of sill. Score and fold weather - resistive barrier above header. Temporarily secure to allow for flashing installation. Step Two: Pre-cut the Grace Vycor Plus flashing using the measurement markings. Use caution when cutting the membrane. U ,,i ,- -, Vim• . Step Three: Before installing sill flashing, locate the RIPCORD. Split the release paper in half allowing for easy installation. 14 Flashing Application lnstructitins 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. 1 Make vertical relief cuts starting from comer of Window sill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb flashings. Install window as per 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. 15 Step Five: Apply the pre-cut flashing onto the nailing flange after window has been installed. Position jamb flashing above the head flange. Note: Do not remove the release paper on the other half of the flashing if future tie-in with top of vinyl sid- ing is required by others see Detail VCRDEr 10n. Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. El Floshirig Application• Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Six: Install pre-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. 1 Step Seven: 1' _ _ Remove temporary secure - meat 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). a Flashing Applkation Instructions fog Doors DOOR INSTALLATION Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. 11 I Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. 12 13 Step Two: Install the weather - resistive barrier as per manufacturers recom- mendation. Cutout the weather -resistive barrier from rough door opening. Remove also from inside bottom of sill. Step Three: Install corner patch under- neath the weather -resistive barrier as per Detail VCRDET 201. Repeat on other side. Note: Bowtie corner patch option is shown in photo. For door installation detail refer to page 35 (VCRDET 200). For deck installation detail refer to page 37 (Detail VCRDET- 300). For complete deck installation guidelines consult the deck section of this book. r2O Head flashing tie-in instructions: Flanged Window VCRDET 100 1. Cut, fold up and temporarily secure weather -resistive barrier above header to Flashing Installation After Weather -Resistive Barrier allow for flashing installation 2. Install Grace Vycor Plus head flashing WEATHER- MECHANICALLY FASTENWEATHER-RESISTIVE FOLD up WEATHER- BARRIER & under Weather -resistive barrier AS NECESSARY IN BARRIER TEMPORARILY SECURE 3. Fold weather -resistive barrier back overCORNERS THROUGH / GRACE VYCOR® PLUS head flashing and seal with tape Notes: j 1. For the most current details, installation MAWR--_ , SHEATHING video and product information, see our w SILL PLATE web site at www.graceconstruction.com Ti°e 1 - SEE VCRDET 106 FOR OPTIONS) 2. RIPCORD® (Split Release on Demand) can 1 - be removed from Grace Vycor Plus for z ease of installation il1 3. Remove weather - resistive barrier from top GRACE VYCOFR®PLUS of window sill plate 4. Install Grace Vycor Plus in order shown by numbers e,:e..siu: '? - DO NOT FLMH OVER B rffrom UNG FW GE 5. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Flanged Window VCRDET- 101 Option 1- Low Exposure Notes: NAIUNG FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR® PLUS 1 2 1' GRACE VYCOR® PLUS I 1 1 1 DONOTFLASH OVER BOTTOM NAILING FLANGE - EXTERIOR SHEATHING SILL PLATE SEE VCRDET 106 FOR OPTIONS) GRACE® VYCOR PLUS 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. If applicable, leave release paper on lower half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Flanged Window VCRDEr--102 Option 2 - AM Recommendation Notes: EXTERIOR SHEATHING 1. For the most current details, installation video NAILING FLANGE and product information, seeour web site at www. graceconstrucdon.com MECHANICALLY FASTEN AS j NECESSARY IN CORNERS THROUGH 2. RIPCORD° (Split Release on Demand) can be GRACE VYCOR® PLUS / removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. If applicable, leave release paper on lower GRACE ; / / GRACE half of sill flashing until future tie-in VYCOR® PLUS VYCOR® PLUS 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps i - 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER BOTTOM NAILING FLANGE Flanged Window VCRDEr--103 Option 3 - Severe Exposure Notes: MECHANICALLY FASTEN A NECESSARY IN CORNERS THROUGH GRACE VYCOWw PLUS . GRACE® VYCOR PLUS — DO NOT FLASH OVER J BOTTOM NAILING FLANGE EXTERIOR SHEATHING 1. For the most current details, installation video and product information, see our web site at www•graceconstruction.com 2. RIPCORD° (Split Release on Demand) can be SILL PLATE removed from Grace VyrAr Plus for ease of SEE VCRDET-106 FOR OPTIONS) installation 3. Install Grace Vycor Plus in order shown by numbers GRACE 4. If applicable, leave release paper on lower VYCOR® PLUS half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather-resis- live barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Half Round Window VCRDET-104 Option 1- low to Moderate Exposure Notes: DO ern F,crERIORSHEATHING SILL PLATE 1. For the most current details,installation video ( SEEVCRDET 106 and product information, see our web site at FOR OPTIONS) www.graceconstruction.com RFFER,TO TECnNiun LETTER SI ON CHEMICAL cOMPATIBIUTY WITH NAILING FLANGE • . 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycoro Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers lJ LGRACE 4. Mechanically fasten as necessary wcoR® Plus 5. If applicable, leave release paper on lower CORNER PATCH SEE VCRDr - 4 half of sill flashing until future tie-in FOROPTIO6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 Half Round Window VfRDEr--m Option 2 - Severe Exposure _ Notes: EXTERIOR SHEATHING—` REFER TO TECHNICAL =% LETTER #I ON CHEMICAL COMPATIBILITY WITH - 'SILL PLATE. NAILING FLANGE_ y SEE VCRDET--106 FOR OPTIONS) 1. For the most current details, installation video and product information, see our web site at www.gracecDnstruction.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 PLUS 4. Mechanically fasten as necessary 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps DO NOT R-ASH OVER BOTTOM NAILING FLANGE 7. Detail also relevarrtforGrace VycorV40 Sill Plate ®PtionS VCRDEr--106 OPTION - A NOTE#2J I WALL SHEATHING J VINYL GRACE VYCOR® PLUS WOODEN SIDING SILL PLATE SEE NOTE #2 OPTION - B Notes: 1. For the most current details, instillation CORNER PATCH OR video and product information, see our COMPATIBLE SEALANT web site at www.graceconsWc60n.com 2. RIPCORD® (Split Release on Demand) can WOODEN be removed from Grace Vycor Plus forFURRING SAP ease of installation 3. Remove weather -resistive barrier from SILL PLATE top of window sill plate 4. Install sill flashing as shown at left WALL SHEATHING J Tie-in with Vinyl Siding at Window Sill VCRDEr--107 5. Install Grace Vycor Plus around remaining window unit per Grace Window Details VCRDEF-100 to 105) - 6. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 5. Option C: Install wooden furring strip on top of wooden siding prior to Grace Vycor Plus B. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD" (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resistive barrier to forth RD@ RELEASE ON DEMAND-) water -shedding laps 4. Remove weattrer-resistive barrier from top of window sill plate SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus Sill SEE VCRDET 106 FOR OPTIONS) Flashing until future tie-in 6. Extend Grace Vycor Plus over nailing flange of the last com- plete course of siding panel and trim Grace Vycor Plus to L SHEATHING protect from permanent exposure to LIV 7. Instill Grace Vycor Plus around remaining window unit per Grace Window Details (VCRDET 100 to 105) YEATHER-RESIS11VE 3ARRIER (OPTIONAL) 8. Detail also relevant for Grace Vycor V40 9. Leave release paper on or other bond breaker between Grace Vycor Plus and vinyl Outside Corner VCRDEr--500 Notes: 1. For the most current details, installation video and product information, see our web site at vwvw.graceconstrucbon.com WEATHER -RESISTIVE BARRIER (OPTIONAL) t •.. ' SHEATHING 2. RIPCORD° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. Mechanically fasten as necessary rst : r 5. Install Grace Vycor Plus and weather -resistive w 2 barrier to form water shedding lapsImo'•. GRACE® VYCt0 PLUS g Detail also relevant for Grace Vycor V40 GRACE® 1 ,^ VYCOR PLUS e -. CORNER PATCH REFER TO VCRDET 504 FOR OPTIONS) Wall -to -Wall Outside Corner VCRDE -501 Notes: GRACE VYCOR PLUS SIDING R iS 1. For the most current details, installation Video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and comer post/boards 5. Install Grace Vycor Plus on outside comer for the height of the wall 6. Detail also relevant for Grace Vycor V40 Inside Corner VCRDEr--502 RUBBERRED Notes: II RUBBI ASPH ASPHALT ADHESIVE IR°PLUS C:+• ED RELEASE 1 R Le saPeFoIDWO aca PBFAWPAPER lOE7 OS =A9M40W0) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE UNDEALAYMENT 1. For the most current details, costa atron video and product information, see our web site at www.graceconstrudon.com 2. RIPCORD* (Split Release on Demand)'can be removed from Grace Vycor Plus for ease of installation 3. Use a square piece of membrane (3 inches x 3 inches minimum) for inside comer 4. Use RIPCORD (Split Release on Demand) for ease of installation and to minimize scoring release paper 5. Fold as shown by arrows _ 6. Angle of comer may vary, adjust folding of the membrane accordingly to fit tightly to comer . 7. Install Grace Vycor Plus and weather -resistive bar- rierto form water- shedding laps B. Detail also relevant for Grace Vycor V40 Wall -to -Wall Inside Corner VCRDET 503 Notes: VINYL SIDING VYCOR' SIDING WOOD SIDING 1. For the most current details, installation video and product information, see our web site at www.grececonstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Wcor Plus for ease of installation 3. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 4. Extend Grace Wcor Plus beyond joint between siding and comer post/boards 5. Install Grace Vycor Plus on inside comer for the height of the wall 6. Detail also relevant for Grace VycorV40 Corner Detailing Patch Options VCRDEf-504 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction com 2. RIPCORD* (Split Release on Demand) can be removed from Grace Vycor° Plus for ease of installation 3. Remove release paper at time of installation of comer patch 4. Nominal patch size is 3 inches x 3 inches 5. Detail also relevant for Grace Vycor V40 Option -A option-B PATCH-B Option-C r- I RELIEF CUT rrl l Vrrn INSTALLED AT CORNER rr% 1 vn INSTALLED AT CORNER PATCH-C INSTALLED AT CORNER Foundation Sill Plate VCRDEf--505 Option 1 Notes: WEATHER -RESISTIVE BARRIER (oPnoNAL 1 For the most current details installation video and product information, see our web SIDING site at www.graceconstruction.com 2. RIPCORD* (Split Release on Demand) can ExrEwoR STUD WALL be removed from Grace Vycor Plus for SHEATHING ease of installation GRACE 2 SILL SEAL 3. Install Grace Vycor Plus in order shown byVYCOR® PLUS gz:— GRACE VYCOR® numbers PLUS 4. Install Grace Vycor Plus and weather-resis- FOUNDATION WALL tive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier 4 ; • WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Foundation Sill Plate VCRDET-506 Option 2 Notes: WEATHER -RESISTIVE BARRIER (OPTIONAL) - EX TERIOR- SHEATHING STUD WALL SILL SEAL r • ` GRACE VYCOR® PLUS FOUNDATION WALL d i a y • 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORDS (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 water -shedding laps 5. If priming is necessary, use Perm -A -Barriers WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Georgia-Pacific Technical Service Hotline 1.800.225.6119 orDensArmorPlus® Interior Panels www.gpgypsum.com Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadawvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline:1-80D-225-6119 Description DensArmor Plus* Interior Panels are noncombustible (as defined and tested in accordance with ASTM E136 or CAN/ULC S114) interior panels that consist of a maisture-resistant gypsum core with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels arehighlyresistantto -the growth of mold, and have scored a 10. the highest level of performance for mold resistance under ASTM D3273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -party organization, UL Environment In addition, DensArmor Plus Interior Panels are listed as GREENGUARD microbial resistant This listing means Denskmor Plus Panels, which feature fiberglass mats instead of paper facings used on the surface of traditional gypsum board products, resist mold growth. The microbial resistant test is based on ASTM D6329, a testing standard set by ASTM International, which develops testing guidelines and procedures for building materials, products, systems, and services. DensArmor Plus Panels also are listed in the Collaborative for High Performance Schools* (CHPS*) High Performance Products Database for low emissions of VOCs. CHPS is a national non-profit organization that works with school districts and their design teams to improve the quality of education by using products that have met requirements to receive CHPS credits. Primary Uses DensArmor Plus Interior Panels are an interior wall or ceiling covering material for use in new construction or renovation work. They are designed for direct attachment witlf gbws or nails to wood and metal framing or existing surfaces. They maybeusedasacoveringmaterialforflatorcurvedstructures. Denskmor 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 delaminabon and deterioration for up to 12 months of exposure to normal weather conditions.' Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Limitations DensArmor Plus Interior Panels are a non-structural product and should not be used as a nailing base to support heavy wall -mounted objects. Intended for interior applications and soffits in protected areas, DensArmor Plus Panels must be kept dry during storage and handling. Do not use DensArmor Plus* Fireguard° (per ASTM C1658) Panels where there is prolonged exposure to temperatures exceeding 125*F (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 E136 or CAN/ULC S114. 5/8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP. 1/2" and 5/8" DensArmor Plus* Fireguard 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 1404-652.5119. Applicable Standards Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177. continued Stamps/Signatureg Georgia4lacific DensArmor Plus Technical Service Hotline 1.800.225.6119 or r 11 Interior panels www.gpgypsuim.com Sizes and Edges DensArmor Plus Thickness: 1/2° (12.7 mm), Width: 4' (1219 mm), Lengths: B'-1Z' (2438 mm-3658 mm), Edges: Tapered DensArmor Plus Freguard C Thickness:1/2" (12.7 mm), Width: 4' (1219 mm); Lengths: B'-1Z' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Freguard Thickness: 5/8" (15.9 mint Width: 4' (1219 mm); Lengths: 8'•12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm): Lengths: 8'-12' (2438 mm-3658 mm), Edges: Tapered Physical Properties Installation DensArmor Plus® Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA-216 "Application and Finishing of Gypsum Board for Non -Fire -Rated Construction.' For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Fin; Resistance Design Manual GA-600, UL and ULC Fire Resistance Directories. Thickness, nominal' 1/2" 112.7 mm) t I1W (0.4 mm) 1/2" (12.7 mm) t 1/64" 10.4 mm) 5/8" (15.9 mm) t 11W (0.4 mm) 5/81 (15.9 mm) t 1/64° (0.4 mm) Width, standard' 4' (1219 mm) t 3/32° (Z4 mm) 4111219 mm) t 3/32" (2.4 mm) 410219 mm) t 3/31" (2.4 mm) 4' (1219 mm) t 3/32' (2.4 mm) Length, standard' B' (2438 mm) to 12' (3658 mm) 8' (2438 mm) to 12' (3658 mm) B' 12438 mm) to 12 (3658 mm) 81 ( 438 mm) to 3658 mm) t 1/4' (6.4 mm) 11/4' (6.4 mm) t 1/4' (6.4 mm) t 1/4' (6A mm) Weight, nominal, lbs./sq. ft.. (Kg/mJ ZO (9.8) ZO (9.8) Z5 (122) ZA (12.1) Edges Tapered Tapered Tapered Tapered Penneance', Penns Ing/Pa - S. mg 10 (570) 10 (570) 10 (570) 10 (570) Linear expansion with moisture change, iWin %RH (mm/mm %RH) 6.25 x 104 6.25 x 104 6.25 x 10+ 6.25 x 10' Coefficient of thermal expansion, inifin/°F (mm/mm/"C) 8.5 x 10" (15.3 x 104) 8.5 x 104 (15.3 x 10,6) 8.5 x 104 (15.3 x 10r9 8.5 x 10' (15.3 x 10,9 Flexural strength, parallel, Ibf." (N) 28D 1356) 40 (356) z100 (444) 2100 (444) Flexural strength, perpendicular, Ibf a' (N) x100 (444) 2100 (444) z140 (622) 2140 (622) R Value', ft?- °F- hr/8111(rr1'- K/1M 5610.099) 56 (0.099) 57 (0.118) 6710.118) Combustibility' Noncombustible Noncombustible Noncombustible Noncombustible Nail pull resistance, Ibf.;' (N) 280 (356) 40 (356) 90 (400) 290 ROD) Hardness core, edges and ends, Ibf. IN) 215167) 215 (67) 215 (67) z15 (67) Water absorption (% of weiglydx' 5 5 5 5 Surface water absorptionx' 1.6 grams 1.6 grams 1.6 grams 1.6 grams Surface burning characteristics per ASTM E84 or CAN/ULC S102): 0/D 0/0 0/D flame spread/smoke developed Humidified defleetionx' 0/0 sZ/81 (6.4 mm) s1/8' (6.4 mm) slAr (3 mm) s1/B' (3 mm) Bending radius' 6111829 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm) Represents epprtodmaty weight for design and shipping purposes ' Double fasteners on ends as needed Tested in accordance with ASTM C518 ' As defined and tasted in accordance with ASTM E136 or C4NIMC S114. Tested in accordance with ASTM C473 ' Tested in accordance with ASTM E96 idry cup method) Specified values perASTM C1658and ASTM C1177 46, 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 USA West 1-BOD-824-7503 Midwest 1-BOD-076-4746 South Central: 1-811IR31.606D Southeast 1-OD-327-2344 Northeast 14OD-947-4497 CANADA Canada Toll Free:14OD•397-6823 Quebec Toll Free: 1 -BOD-361-0486 TECHNICAL INFORMATION U.S.A. and Canada:1-800-225-6119, www.gpgypsum.com C, scw&hdrr 6rwmmc Ao ii;W =wad 1r4. etiTM w. nrm esm4a TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative for High Performance Schools Inc. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-800-225=6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system Incorporating the product, or any given piece of the productitself, 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. Georgia-Pacific DensGlass Sheathing Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Sub 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline:1-B00-225-6119 Description DensGlass* Sheathing is a gypsum panel made of a treated, water-resistant core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements, DensGlass Sheathing is resistant to delamination and deterioration due to weather exposure —even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.' DensGlass Sheathing panels are also mold -resistant and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, rippling, buckling and sagging for a flat and even substrate and is noncombustible as defined and tested in accordance with ASTM E136 or CAN/ULC S114. Since DensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (always follow specific assembly installation instructions). Primary Uses Because of the superior performance of DensGlass Sheathing, it is specified for exterior walls, ceilings and soffits in a wide variety of applications. These include exterior insulation and finish systems (EIFSk cavity brick or shone 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 property vented, can condense on building materials. The use of these heaters and any resulting damage is not the responsibility of Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Technical Service Hotline 1.800-225,6119 or www.gpgypsum.com When DensGlass Sheathing panels are used in slanted wall applications, that portion of the wall must be temporarily protected from the elements. Do not allow water to pond or settle on sheathing. Also, exposed wall ends must be covered to prevent water from infiltrating the cavity. Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the performance of the cladding or exterior systems applied over DensGlass Sheathing. The suitability and compatibility of any system is the responsibility of the system manufacturer or design authority. Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or framing. DensGlass Sheathing is not intended for roof applications. For roof applications, consult our DensDeck® Roof Board brochure. DensGlass Sheathing is not -intended for interior or exterior tile applications. For interior tile applications, consult our DensShield® Tile Backer brochure. DensGlass Sheathing should not be used in lieu of plywood where required. Do not apply DensGlass Sheathing below grade. For all installations, design details such as fasteners, sealants and control joints per system specifications must be properly installed. Openings and penetrations must be properly flashed and sealed. Failure to do so will void the warranty. Do not use DensGlass Sheathing as a base for nailing or mechanical fastening. Fasteners should be flush to the face of the board, not countersunk. Technical Data DensGlass Sheathing is noncombustible as described and tested in accordance with ASTM El36 or CAN/ULC S114. DensGlass Sheathing exceeds ASTM C1395 sheathing standards for humidified deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. 5/B' (15.9 mm) DensGlass° Fireguard° Sheathing is UL and ULC classified Type DGG. DensGlass Sheathing is manufactured to meet ASTM C1177, Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC 5102. Handling and Use —CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. - Product Data Thicknesses:1/2'(12.7 mm). 5/8' (15.9 mm) is Type X (ASTM C1177) Width: 4' (1220 mm) standard, tolerance up tot 1/8' (3.2 mm) Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3D48 mm) standard Edges: Square wwrmd-_ - Sumps/signatures Georgia-Pacific De nsG lass® Technical Service Hotline 1.800.225.6119 or Sheathing I , www.gpgypsum.com Physical Width, nominal 4' (1219 mm) ± ' m' 13 min) 4' (1219 mm) ± 1/8' (3 min) Length, standard B' 12440 mm), 9' (2743 mm), 10' (3048 mm), ± 1/4' (6 mm) 8' (2440 mm), 9' (2743 mm), 10, (3048 mm), ± 1/4" (6 mm) Weight, nominal, IbsJs . ft. IWO) 1.9 (9) Z5 (12) Edges Square Square Bending radius' 6' 11829 mm) 8' (2438 mm) Racking strength', Ibs./ft. (dry) (N/m), Ultimate -not design value 540 (7878) 654 (9544) Flexural strength", parallel, Ibf. (N), 4' weak direction 280(356) 2100 (445) Compressive strength min 500 psi (3445 kPa) min. 500 psi (3445 kPa) Humidified deflection'•' 2/8' (6 min) t/8 (3 min) Permeance', Perms (ng/Pa-s-m') 23 (1300) 17 (970) R Value', ff- F•hr/BTU 1m'-K/W) 56 (0.099) 67 (0.118) Combustibility' Noncombustible Noncombustible Linear expansion with moisture change, inn %RH (mm/mm %RH)' 6.25 x 104 6.25 x 104 Surface burning characteristics per ASTM E84 or 0/0 CAN/ULC S102 flames read/smoke developed 0/0 Coefficient of thermal expansion, 8.5 x 104 15.3 x 109 8.5 x 104 15.3 x 104p infin/'F (mm/mm/'C) Tested in exa dance with ASTMC423 Tested in accordance withAS1M E96(drycup method) Double fasteners on ends as needed Tested in accordance wMASTM E72 Tested in accordance vvAASTMC518(heat flow meted 7 As defined and tested in accodance vvMASTM E136 or MIULC S114 Spedfied values perASTM C1177 As stated by 6),sumAssociation 64-235 Tested in &-=dww wiMASIM E228.6t5 lkGeorgia-Pacific Gypsum U.SA Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT USA West 1-BOD-824-7503 Midwest 1-800-876-4746 South Central: 1-800-231-GD60 Southeast 1-800-327-2344 Northeast 1-800-947-4497 C4NA124 Canada Toll Free 1-BOD-387-6823 Quebec Toll Free: 1-BOD-361-0486 TECHNICAL INFORMATION U.SA and Canada:1-BOD-225-6119, www.gpgypsum.cem Cgm46..&ft tc9M=u.cA640 Moved link V'7M nLkMra m TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Tenn of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit ourwebs'Ite at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-1100-225-6119. 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 fin: 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. Florida Building Code Online FLda o3o5vaarirnWTd7, _ J`.,,._ ..'.., •_- :•:... _: Business & P rofessio-nal"R gu atio t.. Page 1 of 3 2 r,flWJLCDF D F 'oprrtlrgrti .c D 31 CT,nUFit Ofl 2 Produd Approval e'r' USER: Pubo,Iker ewYa w,,,Itet > APPIIotlon DetendAaaaoneeard > tlereus+e+- R#' Application Type Code version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method F1.15000-112 Revision 2014 Approved C Therms Tru Corporation 118Industial Drive Edgerton, OH 43517 419)298-1740 He r@rwbidg consuitants.com Vivian Wright ridcw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Architect Name who developed Lyndon F. Schmidt, P.E. Florida Engineer or the Evaluation Report PE-43409 Management InstituteFloridaLicenseNationalAccreditationand Quality Assurance EntityContract Expiration Date IV31/2018 Quality Assurance Ryan I IOng, P.E. Validated By Validation Checklist - HardcDpy Received Certlflcate of Independence rlifl Of I deoendnn odf Yg;fC Referenced Standard and Year (of Standard) ZROARIA GSMOVI.S.2/A440AAmArwDmA/1996 005 ASTM D1929 1999 ASTM D2843 2003 ASTM D635 1998 ASTM E1300 2000 ASTM EB4 1995 ASTM G26 1994 TAS 202 Equivalence of Product Standards Florida ucensed Professional Engineer or Arc hlted Certifled By a15n00 R2 EDuly 15000 Em iv of fandard Ddf Florida Building Code Online i Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method I option D 05/29/2015 06/28/2015 07/05/2015 08/19/2015 Page 2 of 3 Description FL d1 Model, Number o"am" bh-St-r' a. Fiber-Classic o6'8 °Non -Impact Opaque Fiberglass Door with a without15000.1 Sidelite(s) - Outswing (X, OX or XO, OXO, )0X, OXXO Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A pressureadditiionaleuselimitations, Installation instructions ands, any product particulars. (This product approval requires have beenof °7° part number doors and sidelites, I ted within 6 months of installation.) Installation instructions000.i.odf500DR2IIIN Verified By: Lyndon F. Schmldt, P.E. 43409 Created by Independent Third Party: Yes Evaluation ReportscoonoLAEEVAL+5000.i.odf Creabed by Independent Third Party: Yes stained or pa n Ith il<without mopaquetf Fiberglass XOXob. ° Fiber -Classy or'SmoohStw15000.2 5ldeite(s)InigO, OXO, OXXO l Limits of Use Approved for use in HVHZ: Yes Approved for useoutsideHVHZ: Yes Impact Resistant: No Design pressure: N/ A Pressuregn addltlonaleuseN m tations InstallatilonInstructions and. any oroj part number doors and sldelitesroduct , which have al requires stained or painted within 6 months of in tallatlon.) c Flberpassic° or' S.I _Star. 8' 0' Non-Impact° Opaque Fiberglass Door with 8: without Sldellbe(s) - Outswing ( X, OX or XO, OXO, M OXXO 15000.3 LimitsofUse Approved for use in HVHZ Yes Approved for useoutsideHVHZ: Yes Impact Resistant No Design pressure: N/ A additionalother-. See use I limitatSTions, fnsbDlion Instructions and any product particulars. ( MIS product approval requ: have eenuse of171 partnumberdoorsandsldellbes, stained or paintedwithin6monthsofinstallation.) 15000.4 d. " Fiber -Classic' or'Smootir5tar Limits of Use Approved for use in HVHZ Yes Approved for use outside HVHZ: Yes Impact Resistant No Design Pressure: WA Other. See INST15000.4 for Design Pressure Ratings, any additional use limitations, installation approval Instructions auseproduct particulars. (mIs product stained d of - j artnumberdoorsandorpaintedwithin 6 months o illbeen installation.) InstallationInstructions ci+Sono R? II INST+5000.2.129 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 00 iL AE EVAL 15000. 2.odf Created by Independent Third Party: Yes Installation Instructions 15000 rt II INcT+5000. 3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports n nF EVAL 15000.3. odf Created by Independent Third Party: Yes 810 r With 8L idelite( s))- Inswl opaque OX or XO OXooWithout XX, OXXO Sg Configurations) Installation Instructions Rc+5DD4. od Verified By Lyonhmidt, P. E. 43409 created by Independent Third Party: Yes Evaluation Reports 5000 R AE EVAL 15000.4. odf Created by Independent Third Party: Yes Glazed Double Fiberglass Door - Outswing 15000.5 e. " Fiber-Class0ke or "Smooth -Star I B 9 - Im Florida Building Code Online units of Use Approved for use in HVHZ: YesApprovedforuseoutsideHVHZ: Yes impact Resistant: No Design pressure: N/A additional use limitations, instal1500D. S for lation InsWctions anPressure d any product particulars. ( This product approval requires the use of 'l' Part number doors, which i veenb; been stainedor instEnnnallation Instruction W a o'7lIINS'' - - Verified By: Lyndon . Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports rc i v AE EVAL 15000•S.Ddf Created by Independent Third Party, Yes Page 3 of 3 painted within 6 months of Insrd d Flberglass Double 15000.6 f. 'Fiber -Classic° or °ce Center Hllngeu Glaze Smooth -Stara oo NOlnswing (OX or XO Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other. SeeINST15000.6 for Design Pressure Ratings, any additional uselimitations, Installation instructions and product particulars. (This product approval requires the use of °)' part number doors, which have been stained or painted within 6 months of Installation.) Installation instructions ct tSDDDR? TI INcT t 5000.6.odf Verifies d BLyyodorF. Schmidt, P.E. 43409 Created by Independent Third Party, Yes Evaluation Reports B hrrl' 0 R2 AF EVAL 15000 6.Ddf Created byIndependentThirdParty: Yes Banc E9 A l' llla' _ e »aoo -`-- c: 950-467-1624 nt a crate ct Rodda.:: :: d • — The State of f orida is an AAMED ermloyer• n ...,.._ do not send your e- mall address closed In resPo'8to a puldlrreranis requ. Ueda Florida law, arca0 addresses are poWlc record% U You do not weM Yo ns, lase contact 950.497-M& ''Pursuant to decb+arck man to this enfrtY. Basra . Oansed lode C1oDta 455, F.S. rout provide the paperboard with an anal address U d mrdacttheoMrzbyDhoneorMtndlUonalme0. U you have arty 4 p 51aLAes, dlldlve Odnber 7., 2072, lice However ema0 address are publk record. If you do not wish to 5dectr 455• n5(1), Florida To debennine If you ere a Ilmcsea under they have one The ercaQs D maY be used for oftldal mnercunlotfon with tiro con supply ave o rovlde the used f Trent with an erna0 addrts wNdc on be bode ava0atie fa the putlk e nal eddrrss, pie p rhspta 455, FS., phase ddc LIA+ product ADProcral A=tPtr' sccuriunli Tucs THERMAITRU' THERMA TRU DOORS 1 1a IHOUsy"L" ON, Rosn N. ON 43617 FIBER CLASSIC"/ "SMOOTH STAR" 8'0 INSWING W/ & W/OUT SIDELITES FIBERGLASS DOOR NON -IMPACT' GENERAL NOTES 1. This product has been evaluated and Is In compliance with the 51h Edition 12014I Roma Bugdtrhg Code (FBC) structural requirements InckK&V the'10ph velocity Hurricane zone- (HVHZI. 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wag dreuing or stucco. 3. When used In the imr this product Is required to be protected wllh an Impact resistant coveftng that complies with Section 1626 0l the FBC. 4. When used In areas outside of the W,/Hr requhing wind home debits prolecllon Ihls product Is required to be protected with an Impaot resistant cove ft that complies with Section 1609.1.2 oftheFBC. 5. For 2x slud framing construction, anchoring of these units shag be the some as that shown for 2x tuck masonry construction. 6. Site condllloro that deviate from the details of this drawing require further engnnee ft onalM byalicensedengineerorregisteredarchllecl. 7. This product does not meet the water Infiltration requirements for the'HVHz'. Inswing units shag be Waled 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 IN is less than 45 degrees. TABLE OF CONTENTS SHEEr i I DESCRIPTION 1 elevations, deslan pressures 6 general notes 2 Door panel eta Smoot st 3 Door el debits Hber 4 details glazing details S VeAlcal aav sections 6 Hoftwntal cross seclbm 7 Horizontal cross sections B Buck AncfaFa 9 Frame 10 Fame 11 kftro detagf 12 Bill o mat f4Components 103M MAX OVERALL FRAME WIDTH ..•. IN -ACTIVE ACTW e e e I SEE DETAIL W / SHEET 8 DOUBLE W/SIOEI RFS INSIVIN . OXXO UNIT 37.57 MAX FRAMEOVE 7160'AAMB %V E IfRAMBYVIDiH D D D D SEE I DOUFILF INSWIN • uNfT XX D SHOT 8/ s 5 SINGLE W&IOELfIES INSWING UNIT WE4: 1U_:. o- OMER oft sn JK low. an LFS ona shs Pion FL- i500Q4 A 36M MAX. DOOR PANEL WIDTH 2 2 O d 23 1 2 g18 0 N 0a/ L 010 0 Smooth Star rf_1 HORIZONTAL CROSS SECTION 2 DOOR PANEL 4Mr WWI r 1 IBIS r LATCH STILE 54 TnP RAILSMOOTHSTAR) (SMOOTH STAR) I '"-j Isis r- I HINOE STILE &ZEIOTTOM RAIL SMOOTH STAR) "' (S MOOTH STAR) 2 VVERIICAL CROSS SECTION V DOOR PANEL 9111i O i tia N.T.S. c m dK m K I" US d omMAFL- 15000.4 n r of L 36.00'NWL DOOR PANE. WIDTH 2 J 8 s O 9 U I DOOR EA Fiber C1033IC i. r'. • r : .. 1. 1 HORIZOA J OOOR PANEL Ifiiii—I J LATCH SOLE FIBER CLASSIC) 4 HINCE STILE FIBER CUISSIC) 0 TOP RAILflBERCLASSIC) 5 '90T1'OM RAIL FILTER CLASSIC) L <1 MnCk CROSS SECTIONJDOORPANEL WA g o:a 0991 Mill e W rU en FL— 15000.4 a G O 1/r c;wS 25" STEEL IMEWR INTERCEPT SPACER 40 41 SEE NOTE I SMC LITF euc ry ems! p A11 13.9375-MAIL PANEL WlorH 7.12SMAR. D.LD O. W IH P T • 1/ 2" MIN. 3*su GLASS TiK. 401/2" MIN. 8" T/ EMPERED CLASS GLASS TiK. TEMPERED GLASS AIR SPACE AIR SPACE TEM MPEREOPT 1WERMNTERC401/ 8" 7EGLASS G SRED EE NOTE 1 5` INSi1LeTcp nless •• PVC I ITE euc cl eau pETAu SEE NOTE 1 v `J HORIZONTAL CROSS SECRON 4 SIOEUTE PANEL of G I 2.6r 8 t%• S'ti 42 i}:v PLASTIC UP IRE FRAME 8FX-CLIOL PVC PLASTIC UP LITE FRAME EXTRUDED SMC IA77' Iwr VERTICAL CROSS SECTION I 4 SIOELITE PANEL 1531• rI I 1. Spacing for Item 129 $ 141 (lite from. screws) 1F•1.531"4 la os follows: From the bottom up on sides; 6.51, with (7) more spoced at 9.875` o.a. there are (2) 1SIDELRFroPecgOnpMRAILscrewsbathtopandbottomat2.125` In (ram each FINGERJOINTEDPONDEROSAPINESFINGER " SIOELp' E BLANK SIDE STILE comer. FINGER JOINTFp PONDEROSA PINE~ SG-0.43 SIQQA ,,, PANFl Smooth Star n r i 2 ao ns 02 2 12 i ac N.T.S. 9 o. en JK a' K. on US d unwcW, FL- 15000.4 1° 2 E 2 L t 1 VERTICAL CROSS SECTION5 11 T a t - i NOTE 1 Lamas—"w—,c¢ts,us y N UD II l a VERIICAL CROSS SECTIONi •` 42 5 Shown w/!x sub —buck OPTIONAL SURFACE BOLTS ON ACTNE PANEL1-4 IS (SEE DESIGN PRESSURE CHgR1) 5EE NOTE I VERTICAL CROSS SECTIONCROSSSECTION5 Ham- 1• The sldelite Is direct set Into the Jamb with 12Item ch a /18 x - pfh wood screw. There are (4) at each verticcl Jamb from the top down at 1J.5J1 48.5" & 66`, There are (2) at the header at 2)4" from the outside comers of the frame. them t 1J o 18 x 2-1/2" pfh. wood screw at thearesell, 4" from the outside comers. 2. OPTIONAL SURFACE BOLTS ON AC PANELSEEDESIGNPRESSURECHART) JJ i o t o 2 U V+ 02 24 12 i n N.T.S. 9 o JK m k sn LFS ID arum Mj d FL-15000,4 " a Yr S .... n n MISMIN. { LUMM CSMK 1 SEE NOTE 1 r NOTF• 1. The sldellte Is direct list Into the Jambwith (12) Item /43 a /a 2' x Plh. woodcraw. Thera ors ) at ochJamb, from the top own at 13.5t",aJl', fr 68_ There are (2) at the header114' at from the outside comers of thefrom". there are (2) Ila o /8 x 2-1/2p/h. wood screw at the slll, 4" from theoutsidecomers, 1-1/4"MIN. lCt1F81Q@ BAB. (I F.) 3 6 HORIZONTAL CROSS SECi1ON l/ OPTIONAL SURFACES BOLTSRML—ON ,ICE PANELSEE015TCNPRESSURECHART) L1 \ HORIZONTAL CROSS SECTION6 J. rrrfttl1111 Iltttttt >° yti y> 8 d a FA 1-1/4'Miu- EmB.m HORIZONTAL CROSS SECTION7 BDM. I. The eldelfte Is direct eet Into the Jamb with (12) Ram 143 a ge x 2• pm, wood screw. There are (4) at each vertical Jamb. from thJIe top down at 13.5', 48.5' & 66. Thers are (2) at the header at4' from the outside comers of the from@. there ore (2) 113 0 A z 2-1/2' pill. wood screw 0t thesill. 4' from the outside comers. L 2 HORIZONTAL CRoss crrr.. 7 J - --- J 9m" i L x U I i 2X 1138 II II TMP• HEAD I I & JAMBS II II it II I MUWON SHOWN II REEFEREN ER II II II II II I I II IIKIASTRAGALII p SHOWN FOR II p REFERENCE II U II U II U II p MUWON 1 SHOWN FOR II 0 REFERENCE II U II U II U II U II U II II MASONRY COIJCRE7EANCHORNO Fc• 2X I' Concrete anahorbcaflmu at the comers maybe ocqusfed to man fafn the minedgedistancetomortar/ofnts. Z. Concrete anchor boallons noted as MAX. ON CBdfER' must be acQwfed tomaintainthemlri, edge dfsfance to morfar/ofntx addlilonat concrete anchorsmayberequtredtoensurethe,?AA L ON CENfFje• dfinensfan are not exceeded. a Concrete anchor rows Sl•••FIQft:, JI JLy,it7'h,`• ix:•lltlltiA: ;':;-: M/N:;L•EA i4li1C) i :ti1lFfti,C1 A;47j1><: 4 S E 9•n : 1 tS)N6N1"i .:. pfM . ASPE:.; ,:.`` L i...a< • _ ` :..,. A.....N .Y =.• ,p: dtit9G:' .:.t._._s_. N TAPCON° 1/4 1-1/4- 2• 4. AG 1/4' ULTRE-ACON 1-1/4' 1' 4' II II I I II 38 II II TMP• HEAD II II JAMBS II II II I II II II SHOWNNFOR II II REFERENCE II II I II I II MUWON II II SHOWN FOR 11 II REFERENCE II II II II II II MASONRY 2X U U 38 U TYP. HEAD h JAMBS p p ASTRAGAL p SHOWN FOR p REFERENCE U p 8 U U U U - U U U U DOUBLE DOOR BUCK ANC^: ter.. i IY T o: i y0 • 0 u m 02 24 12 ; Kc N.T.S. 9 an JK o' r- Or: • lFS 3 wac No, FL-15000.4 0 sr 8 or 12 MASONRY OPENING FRAME H 2X BUCK SEE DETAIL 3" iy `• VIEW W- ti•• :i. 6' SEE DETAIL "2" TYP. HEAD & TIP JAMBS O_BUCK EE DETAIL S I "" \ III TIP. p" - I Ly A" DO rR c DOOR WISIDMITES CONCREfEANCHOR NOTES• 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2 Concrete anchor locations noted as MAX. ON C WER"must be adjusted to maintain the min. edge distance to mortarjolnfs, additional concrete anchors may be requtred to ensure the MAx. ON CE41W dimension are not exceeded. 3. Concrete anchor table: 1NHR_ gtJC!Hi7R; fi>:JYIIN.=.AIIV=CIiRA:NCE ti11NEISki47V TKPE 5124 L3CLbME IY TaM R+fMcElm nw TAPCON° 1/4" 1.1/4" r 4• 1 TAPCON° J/16" 1-1/4' r 1.1• WOODSCREWIIJSiA PO DIES• I. Maintain a rNnlmum 5//T edge distance, 1' end distance, & 11o.c, spacing ofwoodscrewstopreventthesplittingofwood. THESE (2) ANCHORS REQ'D ONLY WHEN DP > 47 PSF 7-7- r -;, t311 MASONRY J OPENING FRAME 2X BUCK SEE DETAIL 4" w tx eucK 3Y I LLATIOf' TYP. HEAD k JAMBS O BUCK TYP. ZJ TYP. SILIt'-wI II SEE DETAIL s' C" A" VIEW A'- A" SINGLE DOOR W/crng rtrs 13 49 JOJO W/2X BUCK 13 0 13 31INSTALLATION 31 37 INS/ ALLATON " 10 DETAIL ".]" " 10 ASTRAGAL ke U ACE BOLT STRIKE PLATES O HEAD 10 5- 13 J1 J1 13 ° 30 0 30 DETAIL '4' DETAIL SURFACE BOLT STRIKE. PLATE O THRESHOLD MINE z m 02 24 12 i N.T.S. 9 a wn JK m c m LFS mm as FL— 13000.4 0 Ir -9- W 12_ ;; CONCRETE ANCHOR NOTES• 1. Concrete anchorbcalbns of the comers maybe acgusted to maintain the min, edge distance to mortar joints. 2. Concrete anchorbcalions noted as'MAK ON CENTE;rmust be adjurted to maintain the mtrr. edge distance to morta/olnh, addllbnd concrete anchorsmayberequiredto@rouretheWAX. ON CENTER' cknenslon are not exceeded. 3. Concrete anchor table: RNL"1 7NiN...::....:_IIV IEJI'k 4iVC .:lii1FF; IEAN;SNEMAS+3'{i}t l4? t4OdAL:E1'1Trvr ffr:I: '1Vft1CgM Nr rp tiVll TAPCON a 1/4" q" TAPCON° 3/16" 1-1/4" 3" OOD SCR INSiALLAl10 OTES• 1. Maintain a mklhtrurrl 5/9' edge distance, 1" end distance, & I"mc. spac6lg.ofwoodsuewstopreventthesp111fhIgofwood. r. rS _ B SEE DETAIL 2" a wlzx eUCK — MASONRY MSTALlAT10N y OPENING JY INSTIAXLLATIDN HEAD & JAUBS — ^ 0 N FRAME — H ZX BUCK SEE 14 Typ. SILL DEraL "1 " S — — SEE oEral "4- DETaL "J" h• Ll VIEW "B—'R" " _ VI A" OOUBL DOOR SINC•LF DOOR W/1X BUCK 13INSTALLATION W/2K BUCK INSTALLATION 13 10 nErA_ IL = DETAIL "y5-• NiIALLATION X BUCK 50 W/2X BUCK 13 INSialATION 0 DETAIL " " to W/y( BUCK I STALLAQ w// Ix BUCK MASONRY J9 V-TALunoN OPENING TYP. HEAD h JAMBS FRAME — 2X BUCK — SEE o oEral s• 14 TYP. SILL v,( I 449 30 30 W/2X BUCK 13 0 31INSTALLATION 31 W/1X BUCK INSTALLATION ASTRAGAL UR CE BOLT STRIKE PLATES ® HEAD a Ji 3 fM = z 30 0/7O 02 24 12 a 30 ours N.T.S. 5 oea en JK m SURFACE BOLT EKE PLATE Q0f' W. L aOTHRESHOLDDRAMS0Wr FL-15000.4 0 swmT A 0 a 12 I LL-.DI omr --i - zi; SEE NOTE 1 0 0.12C 24 ASTRAO'4l. OETNL M4IE: 1. THE ASTRAGAL BOLT HAS A 3" THROW AT YHE TOP AND THE BOTTOM. moor 0 e02 24 12 = ui N.7.S. 9 u m IK m m LFS d FL-15000.4 c zr 11 or 12 ; it nn pi CL 10oz zo'oo J- s a •, O 0 O O\ W m 0.64 SURFACE BOLT (CM25' Srcc7? 4630 ` jLRFAGE BOLT STRIKE PLATE (125' STEEL Vivo 4J6r o cg 1 _ IJlO' U 20 21 WOOD FRAME r 2 3 FINGER JOINTED PONDEROSA PINE, SG-0.45 S n INSVAN - DOOR BOTTOM SWEEP VINYL . 080' MAX. WALL, 8 i 035' MIN. WALL 5730 I 1691' ••I 10 Zr r— am 02 24 12 rFL- N. T.S. SF F ADJUSTING SAWL FTHRESHOLD JKA045WAIL ALUM. INSWING SIDELIUTu uuw unm.m S- - -- - BOTTOM BOOT080' THK. WAILVINYLi1P0.09' EXTRUDED VINYL WALL1500I 12 or 12 3/2/2018 Florida Building Code Online Professional Regulation` - SCIS Home l Log In l User Registration l Hot TOPICS Submit Surcharge l Slats & Facts l Publications l FBC Staff l BCIS site Map Links Search d lorida owl INProduct Approval aa rrro c USER: Public UserrN 7= 0 Product Aonroval Menu > Product or Aanllca[Ion Search > Application List Search Criteria Code Version 2017 FL# 14634 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL ocara.n ncavr a E6 UP-% Manufacturer Validated By Status FL14634-R3 Affirmation Ply Gem Windows Locke Bowden Approved Category: Exterior Doors 334) 300-1800 History Subcategory: Sliding Exterior Door Assemblies Ppr _ oy vo nPv. u yr vo... ..00 .. ....... ...... ......... -...._ . __ _._ __.......__. _.. -. . Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 950-487-18 4 The State of Florida Is an AA/EEO employer. yAgght 2007-2b13 State of Florida.:: p .W Statement :: Accessibilily, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick Pep_. Product Approval Accepts: 0 ® 0 Credit Card Sate https://floddabuilding.org/pr/pr app_Ist.aspx 1/1 3/2/2018 Florida Building Code Online RegulationBusiness & Professional r BCIS Home I Log In I User Registration I Hot Topics I Submit surcharge I Stats R Fads I Publications I FBC Staff I BCIS Site Map I Unks I Search I fI0rd8 1110,04 Product Approvalre0USER: Public User gsla Product Arnroval Menu > Product or Aoollcation Search > Boollcation Ust > Application Detail OFFICE OF THE FL # FL14634-R3 SECRETARY Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 lua n ne. ha rris@plygem.com Luanne Harris luanne.harrls@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, P.E. PE-73778 12/31/2018 Locke Bowden r Validation Checklist - Hardcopy Received FL14 34_R3_COI_COI PLY GEM SS 2015-02-19.Ddf Standard Year AAMA/NWWDA 101/I.S.2 1997 ASTM E 330 2002 D I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. https://floridabuilding.org/pr/pr_app_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 FLl _U_MC__SA14634.DJ_f Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval Date Approved 10/17/2017 Summary of Products FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634_tj3_II PGWO63 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: +25/-50 Evaluation Reports Other: Without sill riser FL14634_ PFR3054 SS 2015-01-02.Ddf Created by Independent Third Party: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634_R3_1PGW063 SS 2015-03-02.pg 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 Other: With sill riser FL14634_R3_6F PER3054 SS 2015-01-02.Ddf Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634_R3_I1 PGW064 SS 2015-01-02.0—ff 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 Evaluation Reports Other: Non -reinforced. See installation detail for available FL14634_ M_PER3055 SS 2015-01-02.Ddf sizes and configurations. Created by Independent Third Party: Yes 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL146 4_R3 II PGW065 SS 2015-01-02.pAff 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 Evaluation Reports Other: Reinforced. See installation detail for available sizes FL14634_B_9FPER3056 SS 2015-01-02.pd and configurations. Created by Independent Third Party: Yes Back Next Contacts :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-18 The State of Florida Is an AA/EEO employer. CopXrlaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibillty Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.2395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they 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 dick here . Product Approval Accepts: Credit Card Safe https://floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhwa/o3da/o3d 2/3 3/2/2018 Florida Building Code Online https://8oridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgswBZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d%3d 3/3 INSTAUATION NOTES! 1. TWO (21 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 INOMOVAL INSTALLATION ANCHORS WITHIN A TOLERANCEOF J:1/11NCN OF THE OEPJCTEO LOCATION IN THE ANCHOR UYOVTO£fA/L (LE. WITHOVTCONSIDEMITONOF TOLEMNCEf1.' TOLERANCES ARE NOT NMVUTIVE FROM ONE INSTALLATION ANCHOR TO THENIXT 6. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM)S). MAXIMUM ALLOWABLE SHIM STACK TO BE 114 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING, USE 012 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO WNCIETE/MASONRY, USE 1/4 INCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2 IA INCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EKCLUOE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER. AND SIDING. B, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELLOF BLOCK 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OFO.SS. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30M 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: L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA WILDING CODE. EXCLUDING HVHL AMHAMWWOAI0J/ 13.2-97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/ MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BULLS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE BUCK OE3I0H AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR MCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONOrt10NS.FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACTPROTECITVE 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 1 FOR GLAZING DETAILS. a OESIGMATIONS' r AN0.0'STANO FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET I REVISION SHEET OESCRUMON I A INSTALLATION 6 GENERAL NOTES 2 ELEVATION 6 ANCHOR LAYOUT 3 VERTICAL SECTIONS tA HOA ZONTAL SECTIONS 6 GLAZING DETAIL I 433 N AAIN 6T.P0 80X a3P. RNCd NOU11T, VA NISI Pit 8604844346 Fla 540d6H643 43 a d Qt ce L' ri h : 11F Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015. 01.0213:0252-05'00' OESrGN PRESSURE PATU40 SIZE SJLL OPTION DESIGN PRESSURE MI55AE EMPACT RATING 96' X 96' W/o SILL 25/-50 P5F NOT RATED P. 96' X 96' WR/ISIL .50/-50 PSF NOT RATED SEP k PGW06: SHEET: q OF 4 F ELEVATION 20.MAX. O.C.C. TYP 00• MAX. FROM J CORNERS TYP, X• X. r 20.75• MAX O.C. TYP. ANCHOR LAYOUT 6.00• MAX. FROM CORNERS TYP. INSTALLATION ANCHOR 08 PLyw'GE 455 M MAIN ST. PO 50X 55/, ROCKY MOUNT, VA 2415t Fla 60-I646344 FV 540-6N662 a5 Ut ll Zl' in aoaW m m w mWo m gamQ. 0 Lo Z Oo H cx wa m t'J T Fong Iniu so V6 # PGW063 BEET: 2 OF 4 1/4' ELCO TAPCON INSTALLATION ANCHOR CAULK BETWEEN - CONCRETE/MASONRY & IX WOOD DUCK By OTHERS EXTERIOR FINISH BY OTHERS PERIMETER71 CAULK By OTHERS IX WOOD DUCK O.A. DOOR BY OTHERS HEIGHT SEE GLAZING IDETAIL I I DOOR HEIGHT SEE GLAZING DETAIL I PERIMETER CAULK• BY OTHERS CONCRETE/MASONRY BY OTHERS 4' ELCO TAPCON INSTALLATION ANCHOR 1/2' MIN. EDGE DISTANCE f13 P Lyv GEM CONCRETE/MASONRY WINDOWS BY OTHERS 433 K AAIH ST, F0 BOX 5"- 1/2, MIN. Rocxy MOL"r, VA 14151 EMBEDMENT 044 9404644346 1136 540-464-6693 X. 1/4* MAX. SHIM SPACE vi it 3/4' MIN. EDGE %n 912 WOOD SCREW DISTANCE INSTALLATION ANCHOR tn 3: ad ROOFING NAIL ZX WOOD FRAME tU3 4c INSTALLATION ANCHOR BY OTHERS INTERIOR (OPTIONAL) co w CAULK BETWEEN 11/2, MIR co EXTERIOR CLFIN & 2X WOOD STUD EMBEDMENT BY OTHERS F CAULK BEHIND 1/4* MAX. FLASHING &OVER SHIM SPACE VERTICAL SECTION NAILS BY OTHERS HEAD. CONCRETE/MASONRY EXTERIOR FINISH BY OTHER PERIMETER CAULK z O.A. DOOR zBYOTHERS HEIGHT EXTERIOR INTERIOR INTERIOR SEE GLAZING 43EXTERIORLuw DETAIL in PERIMETER CAULK CVERTICAL SECTION By OTHERS \,-V HEAD - ?X WOOD FRAME z t/z" MIN. EMBEDMENT tL In z Ler MIN. EDGE DISTANCE A VERTICAL SECTION z 406 3SIU. CONCRETE/MASONRY bwryPGW063 SHEET. 3 OF 4 11/2' MIN. EMBEDMENT 12 WOOD SCREW I145TALLATION ANCHOR 3/4' MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS 8d ROOFING NAIL INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN 6 2X WOOD STUD BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FLASHING 6 OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1 1/4' MAX. SHIM SPACE HORIZONTAL SECTION KV IAMB - 2X WOOD FRAME REM C HORIZONTAL SECTION J INTERLOCK i 1/4' MAX. SHIM SPACE 2 1/2' MIN. EMBEDMENT 2 1/2' MIN. E06E 4}. DISTANCE CONCRETE/MASONRY OTHERS 1/4• ELCO TAPCON INSTALLATION ANCHOR CAULK BETWEEN 1X WOOD BUCK A z ; • CONCRETE/MASONRY BY OTHERS EXTERIORFD415H BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1 O.A. DOOR O.A. DOOR WIDTH WIDTH HORIZONTAL SECTION JAMB - MASONRY/CONCRETE 6/8' O.A. INSULATED GLASS EXTERIOR I I INTERIOR tI" ASS E NOTE: GLAZING DETAIL 1 GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E 1300 REQUIREMENTGLAS5 CHARTS. F.4PLy:GEMIYYINDIn'YS 433K MAIN ST. F0 60X 5". 00cv MOUNT, VA 14111 Na 940.444d346 FM 040-494-6463 W06: 4 OF 4 3/2/2018 Florida Building Code Online - YBusiness & Professional Regulation r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 6 Facts I Publications I F8C Staff I BCIS Site Map I Unks I Search I lorda Product ApprovalY USER: Public User Product ARnroyal Menu > Product or Anoliotlon Search > Application List Search Criteria 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 bearcn Kesums A rtcdcrvr,a FL* 1Iypg Manufacturer Validated By Status FL9174-R12 Revision Wayne -Dalton, a division of Overhead Door Corporation Jeffrey P. Arneson, P.E. Approved Category: Exterior Doors 904) 821-5200 History Subcategory: Sectional Exterior Door Assemblies Approvers vy vorn. nyv,wow yr .,.,,.. ...........--"-'--"'_ _• _.' _ _ _ __.-• _ _ _ _ Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Prtvaw Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to 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 emall address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: F10-1®-1 Credit Card Safe hftps://floridabuilding.org/pr/pr_appjst.aspx 1/1 3/2/2018 Florida Building Code Online ip Professional Regulation r 11, Nil Scis Home I Log In I User Registration I Hot Topics Submit Surcharge I Stets a Facts I Publications I FBC Staff I SOS Site Map I Unks Search Florida Product Approvald..Dpr rr.. USER: Public User a:VC ZnYr= Product APRroyal Menu > Product or Application Search > Booilcation List > Application Detail FL # FL9174-1112 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 1 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. fj 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 74 R12 U iy_WD2017-001112 Evaluation Report - FL 9174.PDF Sections from the Code hftps://floridabuilding.org/prlpr app_Otl.aspx?param=wGEVXOwtDqufilJRfWxf6u7ojnloheH%2bKagdfe2PanfIMe2Oj77uQ%3d%3d 1/5 3/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 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 Installation Instructions Approved for use in HVHZ: No LF9174_g_12_;I_0228-318958-P8 Sp-ff Approved for use outside HVHZ: Yes F6917 _M_U_ 073494ellTrack_aMRRlement Chart il9ned.Rdf Impact Resistant: Yes FL9174_1112 II_ 2462 P16 lamb Connection Sappptgned.Rdf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174_ ga_6E_WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Installation Instructions FL9174_ fta_II_0229-318959-P9 °,,jpdf L 1 _lI_307494_PI rack Supplement Chart £igned.p FL9174_ R12_II_324620 P16 lamb Connection Sup __ggned.Rdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes bome debris region unless protected or unless structure is designed as partially enclosed or door is a replacement Evaluation Reports FL9174_ RI2_ WD2017-001R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174. 3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: Installation Instructions FL9174_ W_U_0230-318960-P10 S.odf FL9179_ I312_U_307494_Q11_Irack_SURpleme2t Chart ggned.Ddf FL9174_ R12_II_ 324620 P16 Jamb Connection SURD $jgned df Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_ RI,a WD2017-001R2 Evaluation 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- Installation Instructions FL917 _ W_U_0231-318996-P6_S.pdf FL217_ R12_U_307494_P_11_Ifak_5MRpleme3t Chart *gned.pdf FL9174_ W_U_324620_P16 Jamb Connection SURD $lgned.Rdf 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 Evaluation Reports LF 9174_R12 6g WD2017-001112 Evaluation ReRort - 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 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: Installation Instructions FL9174_ W_U_0234-319022-P6 Log FL9174_ RI _U_307494_RU—jLa k_ JtRlement Chart ss gned.pdf FL9174_ R12_U_324534_P16 Jamb Connection SURD 519ned.gdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_ R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. htips:// floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojn10heH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 215 3/2/2018 Florida Building Code Online 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_g12_U_0235-319023-P7_5.odf FL2174_9 2_U_3QZ4 9_Qll_ILf.IS_il9ned.Rdf FL917 _g_L1_319040 Pl Post Istall_Ined.odf FL9174_ i3I2_II 324620 P16 lamb Connection app aigne Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_ RI2_AE_WD20 7-00IR2 Evaluation Report - FL 9174.PDF Created 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174_ g12_U_0232-318999-P6 S.Rdf FL _ 113?_U_307494 P11 Track ment Chart aigned.odf FL2174_ III _U_32462Q_e16 Jamb_Connection SURD Sjgned.Rdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_ MM_WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Installation Instructions FL9174_ g12_U 0233-319000-P6_5&9 FL9174_ g12_U_307494 P11 Track_It Chart @L9ned.Rdf FL9174_M_ U_324620_P16 lamb Connection 5jLM_gg0ed.Rdf 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 FL917 RI EWD2017-OOIRZ Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: + 30.00/-33.50 Other: Installation Instructions FL9174_613_ U_0236-319024-P7_$.pdf FL917 _M_ U_307494 P11 Track SM element Chart Sjgned.Rdf FL9174_M_ U_319040 P1 Post Istall Instructions @jgned.Rdf FL917 _6d2_ U_324620 P16 lamb Connection SURD W9ned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_1112_ AE WD2017-001112 Evaluation Report - FL 9174.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 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: + 39.20/-43.70 Other: Installation Instructions FL9174_g12_ II_0237-319025-P7_&pdf FL9174_RI2_ j_307494 Pll Track SM Klement Chart jgned.Rdf FL917 _W_ j _319040 Pl Post Istall Instructions SJgned.pdf FL9174_R12_ U_324620_P16 lamb Connection SURD Sjgned.Rdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 UZ_ 6E WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 0600 9' Max width. 10' Max height. Max section height 24". 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: + 26.90/-30.80 Other: Doors with glazing shall not be used In the wind- Installation Instructions FL9174_R12_ II 0600-319026-P5 $.Ddf FL9174_gM_}_ 307494 PILr@r _`50 e n Chart signed.R[ FL9179_g1_ 11 324620 P16 lamb Connection SURD rjgned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes bome debris region unless protected or unless structure Is designed as partially enclosed or door Is a replacement Evaluation Reports FL917 _W_ EWD2017-0O1R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 1#06019' Max width. 10' Max height. Max section height 24" Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL9174_g 2_U_0601-319027-P5$.Rdf FL9174_R12_ II_307494 Pll rack $implement QLart siyned.Rdf hftps://floridabuilding. org/prlpr app_dtl.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 3/5 3/2/2018 Florida Building Code Online Impact Resistant: Yes FL9174_t;i _II_324620_P16 Jamb Connection SUDD jigned.pdf Design Pressure: +41.00/-46.30 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174_R12_6E_WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 0602 16' Max width. 10' Max height. Max section height 24". Glazing available in top or Intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Installation Instructions FL9174_W_1j 0602-319028-P6_S.odf FL9174_B12_U_307494 P11_j[Kk_5WN0gMent Chart Slgned.odf FL9174_RI 324620_P16 Jamb Connection SUDD 9gned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL917 _B12_9E_WD2017-001 R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174_Ri7_II_0603-319029-P6_5,pdf Approved for use outside HVHZ: Yes FL9174_M_ _ 07494=Tr c _plement Chart Signed.pdf Impact Resistant: No FL9174_gd7_Ij_324620 P36 Jamb_Connection 5W _Lign d d Design Pressure: +23.00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174_g12__WD2017-OOIRZ Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available In top or Intermediate section. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Installation Instructions FL9174_i21 _II 0604-319030-P6_S—p-df FL917 _W_U_307494 Pl l Track 5Vpp e n Chart ligned.pdf FL91774_R12_11_319040 Pi Post Istall_Instructions figned.Rdf FL917 _1112 II_324620 P16 Jamb Connection Sip signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718Other: Created by Independent Third Party: Yes Evaluation Reports FL9174_W_M WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 15120/5140/6100/9100/9400/9600 118' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174_112_II_0605-319031-P5 s P-d Approved for use outside HVHZ: Yes FL9174_RI2_U_307494=1_T ac _S. g piplementChartaigned.pdf Impact Resistant: No FL917 1112Iiydf BG_ 2_ Spsi Design Pressure: + 15.30/-17.00 Verified yrdon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174_B12_9E_WD2017-001R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.17 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No 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. Installation Instructions FL917 _RI2_,_ 0606-319032-P7_S pd FL9174_1112_ II_ 307494 PH Track S,pnlement Chart $jgned.pdf FL9174_1132_ 11_ 19040 PI Post Istall Instructions jigned.pdf FL9174_R 22 I1 324620= 16 Jamb_Connection Sappjigned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_W_ 6t_WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL917 RI JI_0609-319035-P6_$fpd Approved for use outside HVHZ: Yes FL9174_RI2_U 397494_ETpgk S of plement Charttgned.pdf Impact Resistant: Yes FL917q_R12 II 319040 PI Post Istall Instructions aigned.Rdf Design Pressure: + 39.20/-43.70 FL9174_gI?_II_ 24 P16 Jamb_Connection SUDD sig e d,Rd_f Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes https:llfloridabuilding. org/prlpr app_dti.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojn10heH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 4/5 3/2/2018 Florida Building Code Online Evaluation Reports FL9174_W_6E WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions FL9174_III II 0608-319034-P5_,p FL917 _112_I_I_307494_Pl l Track S ofelementChar _ggned.pdf FL9174 132_II_324620 P16 Jamb Connection ap Signed.pdf Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Verified By: Gordon Thomas P.E. FLORIDA PE 46718 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_IIIZ 6E_WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yesdoor. 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 Installation Instructions Approved for use in HVHZ: No LF9174_13 12_II 0607-319033-P6_5,pdf Approved for use outside HVHZ: Yes FL9174_RI2_IU_30749 P rack 5uu tplement Chart 5igned.Rdf Impact Resistant: No FL9174_M_U_324620 P16 Jamb Connection SUDD 5igne Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174_K"_6E_WD2017-001R2 Evaluation Report - FL 9174.PDF door. I Created by Independent Third Party: Yes Back Nert Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Prtvacv Statement :: Artessiblllty, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Isct Credit Card Safe htips://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufllJRfW)cf6u7ojnlOheH%2bKagdfe2PanfKY7e2Oj77uQa/o3d%3d 5/5 ICIES . SHORT GLAZED PANEL OPTION - .090' MINIMUM Ma GLAZING IN MOLDED FRAMES SCREWED TOGETHER WTH A MINIMUM OF (6) Pxl' SCREWS INSTALLED IN R)P OR INTERMEDIATE SECTION (WITH OR WITHOUT ECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN RESSURES SHOWN ON THIS DRAWING. GLAZING a1HALL HAVE A MAXIMUM HEIGHT OF 13.76' AND A MAXIMUM LENGTH OF 15.76'. GLAZIHO IS NOT IMPACT 3FSTSSTANT AND GOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONA 2 LONG GLAZED PANEL OPTION - NOT AVAILABLE WITH THIS OPTION CODE, 3. VINYL OR WOOD DOOR STOP WALLED A MAXIMUM OF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/10' TO MEET NEGATIVE PRESSURES. 4, KEY LOGY. SURE LOCKS. OR OPERATOR REQUIRED. 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE POLYURETHANE FOAM INSULATION CHEMICALLY 80MOED TO 30 CA MINIMUM FACER STEEL AND A POLYLAMINATE OR 32 GA STEEL BACKER. END CAP TO HAVE A MINIMUM 1.4' DEPTH. 6. THE DESCH OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUWDWC CODES FOR THE TOADS LISTED ON THIS DRAWING. 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE 6. LOUVER OPTION - .046' MINIMUM LOUVERS W MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF x1' SCREWS INSTALLED IN THE BOTTOMSE (8) I6LCUVFRS ARE NOT IMPACT RESISTANT AND 00 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 W 4 I ODOR I DOORHEIGHT I UNIFORM LOAD EACH JAMB (PLF) I JOIN E SCALES FE 3121 FAIROATE OR. CAIOIOILTON. n 75007 FL PE 51737 TX FE 65395/rZ= umAim oF PAID CONSTRUCRON 06TALSSOR SEE U-BAR NU1t UN M=l 2 FOR U-BAR INSTALLATION CA DO CAP lq REVISIONS 1 ADDED SVPEIIMPOSm. ESIGN PRESSURE LOADS rL 0 SUPPORTING UCTURE AND FLED NUMBER OF ASTENERS AND CENTER WOES REOUIREG FOR ARROWER DOOR WIOTHS. 5/10/06 9 u001Am NOTE 6 TO NIEL (5) CENTER HINGES PER JOINTREQUIREDONDOORWIDTHSGREATERTHAN 12'-0'. (3) CENTER HINGES PER JOINT REQUIRED ON DOOR MOTHS LESS THAN OR EQUAL TO 12'-O'. FGLLOWINO DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TG TRACK WITH 1/4-20x9/16' TRACK BOUT AND NUT. FOLLOWING DIMENSION DENOTISS QUICK INSTALL JAMB BRACKET INSTALLED IN GUMMY SLOT. HO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACKODORSWITHHIGHLIFT, ROOF PITLTL, AND/OR GREATER THAN 8' W HEIGHT REQUIRE USE OF OONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK piART FOR OETNlS M SURE RATINGS APPROVED SIZES SC, ayn® + 25.90/-28.80 MA WIDTH: 18'Ol 38.85/-43.20 X HEIGHT: 8'-9' OR PattonTED (YES/NO): NO MAX SECTION HEIGHT: 21' CHODELS5140/9400/9600 DIVISION OF OVERHEAD DOOR CDR 3395 AODISON DRIVESrNSAmLA. FLORIDA 32514PECIFICATION OPTION CODE 060 6/6/07 MODIFIED JAMB A7HET SCHEDULE FOR OPTION. ADDED LHR CK DETAIL SHEET 2. 4/17/06 ADDED TEXAS LICENSE ABER TO TITLE BLOCK. UNGEO LOUVER NOTE. REASED MAX HEIGHT W-9'. ADDED HIGH r AND ROOF PITCH kCK NOTE T 4/20/09 UPDATED TITLE BLOCK T 5/4/10 I`i SHEET 1 OF Z DRAWING PART 140. I. REV- 319033P5 13 CA ADJUSTABLE TOP PLACE U—BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (6) 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) 1/4-14x8/8' EACH END WITH 2 1 4-14x7/6 CRIMP hTE SCREWS FSELFORS DRILLING TEWpCREWS1 0 1/ 4-14x7/6' SELF DRfl1Y(G CwNPTTTE SCREWS FOR LOW 0 HEADROOM TRACK (2 OF WHICH ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). L OW HEADROOM TRACK iL6101 a C) FTAIL A 3 CA ROLLER SLIDE ATTACHED TO RE— P U NCHK EDHOLES IN TOP OF U—BAR g NEIYIHdG HOLE iN•SLI0ET0 ENSURTITE E GROPER ALIGNMENT OF ROLLERS —1 6 CA HINGE ATTACHED MTH ( 4) 1/4-14XBIW RIMPTITE SCREWS (2 OF MUCH ARE FACTORY ATTACHED) 2' NYLON STGRMGARD • ') / ROLLER WITH 4- 1/2' STEM DETAIL 9 PLACE U-BAR OVER INTEGRAL RIB WITH THE ( 6) PRE -PUNCHED HOLES EACH END FACING UPWARD AND ATTACH THRU ENO CAP AT EACH END WITH ((2 1 4-14x7/8' SELF DRILLING CRIMPTITE'iCirEWS EXCEPTION: U-8AR PLACED OVER TOP RIB ON THE BOTTOM SECTION SHALL ONLY BE ATTACKED THIN ENO CAP AT EACH END WITH 1 1 4-14x7/8' SELF GRILLING CRIMPTITE LOCA ON THE BOTTOM FLANGE OF THE U-BAR NOW-, ILDUETO S EAR ECEESREQUIRED THEINSTAU-BARS, ALL U-BARS SHALL BE INSTALLED ON SECTIONS PRIOR TO INSTALLING ROLLER SLICES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. PLACE U—BAR OVER 18 CA HINGE ATTACHED INTEGRAL RIB AND ATTACH WITH ( 6) 1/4-2Ox5/8" WITH (2) 1/4-204/8" CRIMPTITE SCREWS (2 OF CRIMP SCREWS 'THRU WHICH ARE FACTORYY PRE —PUNCHED HOLES AT ATTACHED, 3 OF WIQCH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (i THRU FLANGE TOP LEAF, AND 1 OF OF U—SAR AND BOTTOM WHICH IS FIELD INSTALLED HINGE LEAF AND 1 THRU THRU PRE —PUNCHED HOLE WED OF U—BAR AND IN U—BAR INTEGRAL RIB OF SECTION) 12 CA BOTTOM BRACKET .0 FACTORYATTACKEDWITHCF U—BAR OVER INTEGRAL RIB WITH 3) 1 4-144//6' / NOTCH DOWN TO CLEAR BOTTOM THE SCREWS BRACKET AND ATTACH THRU ENO CAP AT EACH END WITH (1) 1/4-14x7/8 SELF DRIWNG CRNPTITE SCREW AS SHOVR ) AND USE (1) 1 4-14x7/0' SELF THE ORILUNC CRIMPTITESACROSS80T1DMOF THE BOTTOM U—BAR AT EACH PRE — PUNCHED HOLE AT EVERY 0 HINGE LOCATION. USE (1) 1/4-2Ox5/6' DETAIL CRIMPTITESCREWATALLOTHERPRE —PUNCHED HOLE LOCATIONS WIN E. SCATES. PE 3121 FAIRGAIE OR. CAFMMLMK Tx 7SM7 R. PC 01737 Tx PE E03CS/Fu03 SSEAL COS VERIFICATION ADGOSSTRUNOEMSREVI510N51ADDED SUPERIMPOSED ESCN PRESSURE LOADS IPPORTINC UC NRE AND APoRED NUNBER OF ASTENERS AND CENTER WGES REOUIRED FOR ARRowER ooaR WIDTHS. s/10/oa ODIFIED NOTE B TO E THAT LOUVERS NOT IMPACT STANT. 8/6/ 07 " MOOIFED JAMS INCREASED CKET SCHEDULEFOROPTION. ADDED LHR 5) SECTION DOORS CK DETAIL SHEET 2. WITH (9) 3', 19 GA. 4/17/06 80 K BARS LOCATED OVER ADDED TEXAS LICENSE INTEGRAL RIBS AS BER TO TITLE BLOCK SHOWN NGED LOUVER NOTE. MAX HEIGHT 4) SECTION DOORS Ilk= Ff AND ROOF PITCH NTH (5) 3'. 18 OA, ACK NOTE 60 K51 U— BARS ED LOCATOVER 4/ 29/09 INTEGRAL RIDS AS SHOWN 5 UPDATED TITLE BLOCK CRT 5/4/10 1. ALL U—BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE —PUNCHED HOLES WITH (2) 1/4- 14x5/8' CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION. 2) 1/4-140/8' SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP EXCEPT BROTH U—BARS on AND 0 THISSHEE» .2) Ll/ SECTION — CRIMpTITE SCREWS APPRO>aMA7TEe1LY MIDWAY dEywEEm END OF DOOR AND INTERMEDIATE HINGE LOCATION.. AND (1) 1/4- 145/8' CRIMPTITE SCREW APPROXIMATELY B' FROM EACH as FOR DOOR WIDTHS GREATER THAN 12"-- W, THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-8AR EXCEPT 80ThH1 U-BARS ON BOT1014 SECTION SHALL HAVE A TOTAL OF ( 18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12"-W. THERE SHALL BE A TOTAL OF (18) SCREWS ATTACHING EACH U-8AR EXCEPT 8 U-SARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. WITH THE EXCEPTION OF THE (6) PRE -PUNCHED HOLES IN THE TOP OF EACH ENO USED FOR )) PRE —PUNCHED ENT HOLES IN THESLIDESTHE ROLLER B0TOM OFEACH(BEND USED FOR THE ATTACHMENT OF THE TOPYIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE — PUNCHED HOLES N ALL U—BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-1435/ 8' CRIMPTITE SCREWS 3. 18 GA U— BARS SHALL BE STAMPED '48' APPRomdATF1Y 8' FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. 9[t A Wayne® DESIGN (PSF). +25. 90/-28.80 MA% WROTH: 1 —9, OATS NAME TEST ( PSF : + 31i85 —4J. 20 MA% HEIGHT: B'-9" ORAVM 3/8/O6 CART Balton IMPACT/CYCLIC RATED ( YES/NO): NO MAX SECTION HEIGHT: 21' CHECKED 4/6/06 MRB MODELS 5140/9400/9600 SHEET 2'oF 2 ngON OF ovERHEAD DaoR ROIL DRAWING PART No. REV. PENS OACOLA. FLORIDAL325 4 WINDLOAD SPECIFICATION OPTION CODE 0607 319033 P5 REVISIONS PLICE PLATE LOCATION J _ SEE SCHEDULE 14" MAX CUP DETAIL CUP LOCATIONS SEE SCHEDULE 12" MAX T--f CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. J" E. $CATES. PE 1ZI FNRCAIE OR. cAaIOu.TON, Tx 7800T n PE 81737 Tx Pc 66308/rnw V06CATM or WAX" CWSSTRUCCTION 0ETAR& 13 GA MIN CONTINUOL WALL ANGI 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1 /4" X 7/16 SEMI TUBULAR RIVITS--- 11 GA MIN CLIP SEE SCHEDULE A 13 GA MIN CONTINUOUS WALL ANGLE ICK 1 /4"-20 TRACK CARRIAGE BOLT H 1 /4"-20 NUT TRACK ORCARRIAGE BOLT WITH 1/4"-20 NUT u- L&A i. 11 GA MIN CLIP SEE SCHEDULE OR4--20 TRACKCARRIAGEBOLT WITH 1/4"-20 NUT TRACK L p alleRIPIM SIGN PRESSURE CHART ft MAX PSF 9'-0" 46.0 PSF -52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF -52.0 PSF TRACK SUPPLEMENT CHART Wagne palton 3395 ADDISON DRIVE T15ACDLA. FLORIDA 32514 850) 474-9890 ANGLE 12 FOOT 10ATD) FORMAT. ASEO ALLOWABLE SORES TO 1O/-52.00 PSF FOR OOR WIDTHS. GED 'TEKAS WALL I:' TO 'CONTINUOUS ANGLE'. ADDED TRATE MOUNTING IL CHANGED TO I HO ANCHORS 4/2/07 5024 WITH OVERLAI TRACK CUP EDULE. 6/21/07 UPDATED MODELS IED IN CHARTS. IATED SPUCE do CUP UPDATE MOUNTING AIL DRAWINGS f 10/05/07 UPDATED CHARTS TO dWATE THE USE OF sB CUP (REPLACED H J9 ACROSS THE ARO). 7 1D/24/07 11PANDEO 1-1/2• TO fW DOOR THICKNESS IT UP TO 14' HIGH, 12/11/05 UPDATED TITLE x 6/2/10 SHEET 1 OF 2 DRAWING PART NU. I REV. 307494 P10 2 3/4" t1" EDGE DIST MIN 3/16" THICK STEEL FOR MOUIN E60XX MIN 1 8 2-2, 1 /8 2- 24 5/16" x --WALL ANGLE LAG SCREW DR EQUIVALENT INTO MIN 2 x 6 N0.2 TRACK CU SPF (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 "COUNTING TO STEEL DETAIL 2 3/4" OPTIONAL! WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDINI d e LDETAI 8" SIMPSON TIEN HD, 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 CONCRETE MOUNTI1/4-20 HEX NUT TRACK CLIP 10101 E. SCATES, PE 3121 iMR0A1E 0R. CARR(tL10N, 171 7SOD7 FL PE 817-7 TX PC 8%M/i27AT RE6WAl OF ONomONLY FORVET=COST06TMS. C PAD SPLICE PLATE SC D E nA ,. A'1'LJ IICf-ATona n) PI AY ?-1 7 THICK DOOR V HEIGHT v CLIP #' S FROM BOTTOM TO TOP PLAPLEE # 7'-0" 7, 9, 9, 9, 9, 11 16 8'-0" 7, 9, 9, 9, 9, 11, 11 16 9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18 10' - O" 7, 9. 9, 9, 9, 11, 11, 11, 13 18 11'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12' - 0" 7. 9. 9. 9. 9. 11, 11, 11, 13, 13, 13 20 13' - 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 2 2 i x - o" 7. 9. 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 MODELS ( 8300 8700 1-3 8 TO 1-5/8" THICK DOOR CUP #' S FROM BOTTOM TO TOP HEIGHT SPLICE PLATE 7'- 0" 4, 4, 4, 4, 5, 6 1 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-0" 4, 4 4, 4 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11 ' - 0 " 4, 4, 4, 4, 5, 6, 6, 7. 7. 9 10 12' - 0" 1 4, 4. 4, 4, 5. 6. 6. 7. 7. 9. 9 10 13' - 0 " 1 4, 4, 4, 4, 5. 6. 6. 7. 7. 9, 9. 9 12 Ta'-n" 1 4. 4. 4. 4. 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 V INIUK DOOR CLIP #' S FROM BOTTOM TO TOP SPLICE ATE # HEIGHT7'- 0" 4, 4. 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4. 4, 4, 4, 4, 4, 4 6 10'-0" 4, 4, 4, 4, 4, 4, 4, 4, 4 6 ANGLE 12 FOOT DATED FORMAT. ASED ALLOWABLE SURES TO 10/-52. 00 PSF FOR IOOR WIDTHS. GED *TEXAS WALL v TO ' CONTINUOUS ANCLE'. ADDED TRATE MOUNTING IL CHANGED TO Ho ANCHORS 4/2/ 07 ED MODELS 9800 8024 WITH OVERLAY TRACK CUP EOVLE. 8/ 21/ 07 UPDATED MODELS LED IN CHARTS. 1ATED SPLICE dt CUP 1TE0 CHARTS TO IE THE USE OF CUP (REPLACED ACROSS THE XPANOED 1- 1/2- TO 8' DOOR THICKNESS IT UP TO 14' HIGH. 12/11/ 08 ADDED MODEL 8700. 1TED TITLE BLACK B/2/ 1O OATS NAME Wayne BaltonPRAWN 8/ 21 07 CRT CHECKED 8/ 21/07 MRS SHEET 2 OF 2 DRAWING PART NO. 307494 REV. 3395 ADDISONDRIVEP(850) 474- 9139032514 TRACK SUPPLEMENTCHART A Division of overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for theconnectionofgaragedoorjambstobuildingframeswiththeuseofvariousfasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. PM 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS falll No. 0737 STATE OF ; u z i -p %? 0.N'•.!LORlot- O N- IIII 1. BASED ON 5/16' DIAMETER LAG SCREWS WITH 1-1/Y 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 BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6' FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD - 30psf DOOR W IDTH -16ff LOAD PER JAMB - 30psf x 16M - 2401131ft 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-D' MAXIMUM DOOR HEIGHT. 5DOOR JAMB TO BE 2X4 OR LARGER NO. 2 GRADE SPF UMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE - IF ( SPECIFIC GRAVITY>=0.42) MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2', MINIMUM FASTENER SPACING SHALL BE 1-1/2', AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD 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 P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE 2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS No. 51737 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 AMINIMUMOFTHREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30pst DOOR WIDTH =16it LOAD PER JAMB - 30pst x 161t/2 = 2401bflt 4. CHART IS BASED ON V-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 20 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >--0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E Scates, P.E. Approved Date: 2015.02.20 09.56:58 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision PI Fl. PE 51737 TX PE 56308/F2203 SCHEDULE 3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL.WEIGHT CONCRETE Solt I I I 11//1// No. 0737 STATE OF JAW i O.t ••.!ROR.QP O . 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69- MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WAs"t-" WITH A MINIMUM EMBEDMENT DEPTH OF WAND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =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 SPFORBETTERMOUNTEDOSUPPORTSTRUCTURE ( SPECIFIC GRAVITY>=0.42) IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION, 6 DESIGN BE DESIGNED OR THE JAMB LOAD LISTED IN ABOVE TOABLE AS CALCULATED NSIBILITY OF THE ILPER NOTE DING 3 DESIGNER AND Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27 -06'00' John E. Scates, P.E. 3121 Fairpte Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE 4 3/8"0 SIMPSON TITEN HD SCREW -ANCHORS No. 073T STATE of : W 0.t;S? 1161111 1. BASED ON 3/8'0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-314' O.D. WASHER INTO NORMAL WEIGHT UNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-314. 2. BASED ON 318"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-314' O.D. WASHER INTO GROUT FILLED CMU WITH AMINIMUMEMBEDMENTDEPTHOF23/4', A MINIMUM EDGE DISTANCE OF 4', AND A MINIMUM END DISTANCE OF 4", CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD - 30pst DOOR WIDTH -16ft LOAD PER JAMB - 30psf x 16tV2 - 240lb/It 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. LUMBERRROR BETTE2x6 OR LARGER NO. 2 R MOUNTED O SUPPORT SSTTRUCTURE DE SPF (SPECIFIC GRAVITY>=0.42) IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:01 -06'00' roved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/1`2203 SCHEDULE5 3/8" 0 HILTI KWIK BOLT 3 EXPANSION ANCHOR S CA i No. 0737 STATE OF : L1I Z 1. BASED ON 3/8'0 HILT] 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 3M"O HILT! KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO GROUT FILLED CMU WITH AMINIMUMEMBEDMENTDEPTHOF2-1/2' AND A MINIMUM EDGE DISTANCE OF 4. ONLY ONE ANCHOR PER MASONRY UNIT FORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. CONCRETE MASONRY UNITS SHALL CON3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHORS PER JAMB, ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB, 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2 ; EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16]t LOAD PER JAMB = 30psi x 16tV2 = 240lb/It 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6 UMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. DE SPF IFlC GRAVITY>.42) IF MOUNTING OVER DRYWALL. INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE D IN ABOVE TABLE AS CALCULATED PER S. SCREW ANCHORS DESIGNED A HALL E (INSTALLED PERMANU ACTURER'S WRITTEN INSTRUCTIONS. NOTE 4. Digitally signed by John E. Scates, P.E. roved Date: 2015.02.20 0958:27 -06'00' App John E. Srates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 a DmyWon 3795 ADD60N DRIVE ppISAD0) -O y514 a5 474-OM rY DV GEN No. 51737 4 OF I\ o``` Digimily signed by John E Smes. P.E _-. L IEww Date: 201 SA220 095853 -06'00' y uAI. Dma In4D WAI71' f Of Mum ICIl/ n41L C Gld I[ 3 y 0. rat R 1( b71A II R CLIv/IIIM17 wLL.• LI KfALl rDDaR.® WI laam PM O '°°` smnwmY 4) 3/rtnE1I HD SCREW ANp1d1 1E7: 11 A 1-1/4• ASHM AM DD A IRNC12JFmIDIfa" DI 2-3/ 4• AID A UWAM EDGE u i." i =kmbLsue y- leFUoEi — DE3AL3, WAUIT M. N. DRAWDIG PART N0, 1 REV, JAMB CONNECTION SUPPLEMENT 324620 P16 wMi 3]93 ADDISON DNVE L- i yQ15AC01 RDIODA 32514 1m. a a GP to.a. at BET1E1 1M1L LTD wu At1bR 1GF S10 G 1W MAYMREsmPSIaalaalc yAX •, "••• • tASMGR YAT MEED THE " kmE® TS Dnoa 1aD Cr T I swenDlG 6 SRbnC D b IM" B v cTdm wu m c 7m F THE D UL Drm lwwamuenac K TAE G>U dun or Im v Fcm TS smxnaa J Env= GSA O .a. mn ea2umammmm s i' uD vmG 1-9 IN aN7Et Q W 3' ` lFORwo Me. /D1 TrNG wo Gu oaT 11/ 4-ZDDaLKTh11O(7A1mf 1rn pm Ad No.0737 Jr VATEOF iN'• FLOR Or O \ ' Digitally signed byJohn E.Sotes, PE. Date: 2015.0220 093926.06'00' SHM 2 aN L G`RL 1 K TII It R ana n K aoisn I I JAMB CONNECTION SUPPLEMENT GIG PART ND. I REV. 324620 IP16 age I of I Florida Buildode online F1CAI7Ftctlalal: roM o'r .,:, ., _ - `:_•-•,._ .- _: [:-_ - ---_ PublicatION- FBC- Starr SRO — - - r Product Approval USER: Public uap N WdliMilsv ac __ __•.. M.,. Sorch > Application Ust Search Criteria Code Version 2014 ALL Application Type ALL Category Application Status ALL Quality Assurance EntitY AL Product Model, Number or Name ALL Approved for use In HVHZ Impact Resistant ALL other ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract 0cpired Product Description . Approved for use outside HVHZ Design Pressure 15000 ALL ALL ALL ALL ALL ALL ALL eareh Results - A lications .rdI fetus Tvoe `•-- saer+ rer Corporation Ryan 7. King, P.E. Approved Fl t D00-R2 Revision Therrna Tni (813) 76776555 Category: Exterior Doors Hlq( Subcategory'- Swinging 6cterior Door Assemblles nndssion Ifnersssary• yaw Fi 37394'ccur...+°- -1 4 The State of Florida Is an ANEW employer• rae to a pubOrrremrds ra uaglL do not send records If Y do nct warm yaw e-m81 address released In respo mrdact a5o.4.71395. *pursuant to under Plorfda law, email add-M are p hone a by badrtlonal noll. Ir you have arty 4u lons• Provide pepartrant with an mras address V dedronk ma010 tlrh edllr• Instead, contact the ofAoe by p under chapter 455, FS must S Son 4SS.275(1), Ronda Stalin, elf Ormber 1, 2012, Il umm lb it d However eaot addresses era public rem IfYOU V raredalimeunder they have one. ne Thecarrells polo a tlK Dep'U"entfor offkW untaaddress with the CIDbe made supply a personal address, ptease p rdtlt 4S eaye n",. ays0able to the pubf To detsrmb+e Product AApmW AccePw wo CL'Urllt' AlF rICIC'y 2/14/2018 Florida Building Code Online Professional Regulation r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats a Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search I Florida Product Approval r r r USER: Public User tiaQJa'JAYr,'w Product Anaroyal Menu > Product or 8jZRH ation Search > Application List Search Criteria 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 SA _IyRR Manufacturer Validated By Status FL16103-119 Revision Ply Gem Windows National Accreditation & Management Institute Approved History Category: Windows 804) 684-5124 Subcategory: Single Hung nppruvea uy y vorn a„on vc ,cv.c..c.. o••.. •o..••c., .,r ••• • • i •••- I Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. CQgytght 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https:/Moridabuilding.org/pr/pr_appjst.aspx 1/1 2/14/2018 Florida Building Code Online Professional Regulation R FA F-riffm1=1 BCIS Home I W9 In I User Registration I Hot Topics I Submit Surcharge I Stats 4 Facts I Publications I FBC Staff I SCiS Slte Map I Unks I Search I a I a Product Approval t USER: Public UserPdbpr= T Product Apgroval Menu > Product or AooliraUon Search > Aoolicatlon IJ > Application Detail FL # FL16103-R9 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 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) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 Equivalence of Product Standards Certified By ` Product Approval Method Method 1 Option A Date Submitted 12/20/2017 https:lforidabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITqUSzNzJCVvRqQvjVOzheKNA%3d%3d 1/3 2/14/2018 Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 12/21/2017 12/27/2017 FL # Model, Number or Name Description 16103.1 Ply Gem 1500 Single Hung, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL1610 _RU_C_CAC NI011350.01-R3.90f Approved for use outside HVHZ: Yes FL16103_B2_C_CAf_NI011350.02-R3.Ddf Impact Resistant: No FL1610 _B2C_C9C_NI011350.04-R3.odf Design Pressure: N/A FL16103_l32_C_C6C_NI011350.05-R4.Ddf Other: Refer to installation detail for sizes, configurations and FL16103_B2_C_C9C_NI011350.06-R3.Ddf ratings. FL16103_62_C_CAC_NI011350.07-R3.r df FL1610 _U_C_C_N1011350.08-R5.odf FL16103_U_C_CA_NI011350.11-R4.odf L _R2_C_CAC_NI011350.16-R3.Ddf FL1610_RU_C_CAC NI011350.20-R3.Ddf FL16103_U_C= 6i _N1011350.21-R3.pd FL16103_RR2_C_C6g_NI011350.22-R4.Ddf FL16103_R9_C_C6g_NI011350.25-R3. odf FL1610 _32_C_C69_NI013370.02.P_ff FL16103_92_C_CA9;_NIo133ZQ&1J df FL1610 =U_C_C C_NI013370.04.Ddf FL1610 _&2_C_C.6C_R 13370.0LPAf FL16103_B2_C_CAC_NI013370.06.Ddf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL1610_R_II_PGWi81-C.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL1610_R9 AE v Reeort-PGW181-C.p&f Created by Independent Third Party: Yes 16103.2 Ply Gem 1500 Single Hung, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16103_UC_C6C_NI011350.01-R3.g4f Approved for use outside HVHZ: Yes FL1610 _B2_C_C&C_NI011350.02-R3.odf Impact Resistant: No FL1610 _B2_C_CAr_NI011350.04-R3.odf Design Pressure: N/A FL1610 _R2_C_C6C N1011350.05-R4.odf Other: Refer to installation detail for sizes, configurations and FL16103_U_C_CAC NI011350.06-R3.Ddf ratings. FL16103_A2_C_C6C_NI011350.07-R3.odf FL1610_RR_C_CAC_NI011350.08-R5.Ddf FL _Fj2_C_CAC NI011350.11-R4.Ddf FL16203_82_C_CAC NI011350.16-R3.Ddf FL16103_i2_C_CAC_N1011350.20-R3. Ddf F 16 _a2_C_C6C NI011350.21-R3.r df FL16103_32_;_141011350.22-114,odf FL1610 _R2_C_CS_NI011350.25-R3.Ddf FL1610 _U_C_CAC_N1013370.02. W FL16103_B2_C_C6C_NI013370.03.Ddf FL16103_g2_C_C6C N1013370.04.odf FL 16103_R2_C_CAr_N10133 Q&LDdf FL16103_13 C_CAC NI013370.06.Ddf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL1610 _iB2=iPGW198 AS TESTED.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16103.3 Ply Gem 1500 Single Hung, Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No - FL16103_R2_C_CAC_NI011350.12-R2.2df Approved for use outside HVHZ: Yes FL161003_82_C_Q6f_NI011350.14-R2.p0f Impact Resistant: Yes FL16103_l32_C_C9C_NI011350.24-R2.Ddf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to Installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL16103_g2_U_PGW183-_.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports https://Rohdabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGlTqUSzNzJCVvRqQvjVOzhoKNA%3d%3d 2/3 2/14/2018 Florida Building Code Online FL16 _it_AE_Eva deport-PGW183-B.Ddf Created by Independent Third Party: Yes 16103.4 Ply Gem 1500 Single Hung, Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL Q_62_C_CAC N1011350,12-R2.Ddf Approved for use outside HVHZ: Yes FL16103_RR2_C_CAC NI011350.14-R2.odf Impact Resistant: Yes FL1610 _g9 C_CAC NI011350.24-R2.Dff Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to Installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL16103_U_U_PGW184 AS TESTED.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer, CoDVAoht 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 a -mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. 'Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hue . Product Approval Accepts: 0 FINS ®® Credit Card Safe https://Noridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITqUSzNzJCVvRqQvjVOzheKNA%3d°/a3d 3/3 PLY GEM WINDOWS SERIES 1500 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 I-I/Z' 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 8 -2. 110-15597-1, 110-15598-1, 110-15599-1 a -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 'O' IS FOR FIXED PANEL. 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4'. FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP. FL 16103.1 SIZE CHART OVERALL SIZE MAX. DESIGN PRESSURE GLAZING TYPE / CONFIGWIDTHHEIGHT 35.15/16' 04, 50/- 50 PSF TYPE Oil EVEN SASH 40' 72' 50/- 50 PSF 486 72' 50/- 50 PSF 52-1/8' 6Z' 50/- 50 PSF SY 77.114, 50/- 50 PSF 44• 77.118, 40/- 40 PSF 53, 77.1/6' 40/- 40 PSF 35-15116' 73 15/16' 351- 35 PSF 35-15116' 73 I5/16' SO/- 50 PSF 45.1/16' 95-15AW 30/- 35 PSF TYPE GI / ORIEL SASH46.1/16' Z51- 30 PSF 44.1/16' 40/- 40 PSF TYPE G2 / EVEN SASH 364116' V15116' 50/- SO PW 35.7116' 35/- 35 PSF 35.15R6' 35/- 35 PSF TYPE G3 / EVEN SASH 35-112, 73-1/2 30/• 30 PSF 40-1116' 72' 725/• SS PSF 43-I5/16- 77-1/0' 25/- 25 PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 6 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 10 I SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN EDGE DISTANCE FIN INSTALLATION A ZX MIN. SPRUCE -PINE -FIR WOODG=0.42) 8 WOOD SCREW 1-1/2' 7/16' B 16 GAUGE (0 0601 STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL, PLUS 7/16• OR 1/8' ALUM 6063-T5 MIN. EKS/DRIL-FLEX/KWIK-FLEX 3 THREADS MIN. FRAME OR CLIP INSTALLATION C CONCRETE (2 KSI MIN.) 3/16' ITW TAPCON 1-1/2' 1-1/8• D HOLLOW OR GROUT -FILLED CMVII7PCFMIN.) 3/16' ITW TAPCON 1' 2' E ZX MIN. SOUTHERN PINE WOODG=0.55) 3116' ITW TAPCON 1-3/8' 7/6' F 4A MIN. SOUTHERN PINE WOOD G=0.55) 10 WOOD SCREW 1-3/8' 7/8' G 16 GAUGE (0.0601 STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL, PLUS 3 1 1/2' OR 1/8' ALUM. 6063-T5 MIN. EKS/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. Ply Gem° 433 N. K3 ST.. 10 9013119. ROCKY MOUNT."2401 a saoasl.3u Q N o 0 O O u= I AQS 6iATE OF :4J f- 12/19/2017 LUCAS A. TURNER, P.E. FL PE 8 58201 TURNER ENGINEERING k CONSULTING, INC. COA / 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 N I of 5 4' FROM 8-1/2' CORNER. TYP.-11— O.C.. TYP ANCHOR LAYOUT FL 16103.1 FIN INSTALLATION UNIT MAX. WIDTH SEE SIZE CHART. SHEET 1 r TYPICAL ELEVATION EVEN SASH UNIT MAX. WIDTH SEE SIZE CHART, SHEET I TYPICAL ELEVATION ORIEL SASH 6' FROM15* D.C. 4' FROM CORNER, TYP. , 6' FROM CORNER. TYP. TYP. CORNER. TYP. 12' O.0 .—j— TYP. INSTALLATION_/ ANCHOR, TYP. 1 2' EACH O. C., TYP. S10E OF I MTG RAIL CENTER, TYP. INSTALLATION EXTRA ANCHORS JJ CIRCLED LOCATIONS)) ANCHOR. TYP. REQUIRED FOR ALL WINDOW WIDTHS OVER 44-1/16' NON 12' O.C.. TYP. INSTALLATION ANCHOR, TYP. I I4' FROM 2' EACH SIDE r MTG. RAIL J EXTRA ANCHOR CENTER, NXO LOC. TO TYP. NEAREST STANDARD LOC., J TYP. NOTE: MAXIMUM ORIEL UNIT FIXED O.L.O. HEIGHT IS LIMITED TO 50-7/8'. f: Ply Gem° l Alf N NUN ST . FO FOR S30. ROCAr Maoa. VA aoi FN: e40-M-6m FA. U"".6663 w c Q u o 0 G p PO N O3 o Z3 3g z GW O J= Z r Vl > lY W C Z o_ L V Q N_ LL mJm QVl uiw K wcc w O o 7 Q m ca: z N QEY 34 u Q~ Nz 15' D. C.. 6' FROM TYP. CORNER. TYP. A A y10RE1Yl.,ppp 3: No 58201 %rp TEXTRA ANCHORS39' X') VSTATE OF n R0,-REQUIREDMARKED W/ FOR ALL 4 5 • O R 10. p . WIDTHS hSONA;p• AlWINDOW XOVER44-1/16' y 4 4' FROM 12/ 9/ 017 EXTRA ANCHOR LUCAS A. TURNER. P.E. X° LOC. TO FL PE B 58201 NEAREST TURNER ENGINEERING 1: A STANDARDLOC., CONSULTING. INC. TYP. COA 6 29779) 1239 JABARA AVE. NORTH PORT . 34288 4. O. C. -' PH 941-380-1574 ANCHOR LAYOUT FRAME INSTALLATION 6 FROM INSTALLATION CORNER, TYP. ANCHOR AT CLIP, TYP. DWG #: ANCHOR LAYOUT P G W 181 CLIP INSTALLATION SHEET: 2 OF C MIN. EMBED. SEE TABLE I, SHEET I MIN EDGE DIST. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I rp Gem• f WINDOWS INSTALLATION ANCHOR SUBSTRATE SEE TABLE 1, SHEET 1 BY OTHERS 433 N. MAIN Sir. 10 a01 5". SUBSTRATE MY mart. VA xqi BY OTHERS' MIN. EDGE DIST. MIN. EMBED. ok sto•aw.ua s=:• SEE TABLE 1, SHEET I SEE TABLE I, SHEET 1 fc eto44L4w SILICONE CAULK SILICONE CAULK W o o SEE NOTES 14 5 15, SEE NOTES 14 8 15, SHEET I a SHEET 1 m 1/4' MAX. I/4' MAX.MA% i — a SHIM SPACE SHIM SPACE p SEE GLAZING Z ODETAILS SHEET 5 o o w wSEEGLAZING SEE GLAZING w251CDETAILSSHEET5 DETAILS SHEET 5 W u 3 W z o w EXTERIOR INTERIOR 1 EXTERIOR INTERIOR Z o u o> y e C W LL W g VERTICAL SECTION C VERTICAL SECTION aW j O 3 HEAD 3 HEAD y o ycjx c BRICKMOULD FRAME FIN INSTALLATION BEVELED FRAME - FRAME INSTALLATION J i SEE GLAZING c Z a m u DETAILS SHEET 5 SEE GLAZING DETAILS SHEET 5 I SEE GLAZING W n m m y m W Z y , Q t- VERTICAL SECTION I DETAILS SHEET 5 0 0 F x y Zov EXTERIOR 9 INTERIOR I EXTERIOR j INTERIOR 3 MEETING RAJL A I TYPICIIL Q P,,$GE'NBFlG,p!i,' erg17t t 5/16'MIN. F1/4' MAX. p t STATE OF SILICONE CAULK SHIM SPACE 00 1/4' MAX. MIN. EDGE DIST. SHIM SPACE SEE TABLE I. 110 10' iSS/"" E` SEE NOTES 14 8 I5, SHEET I SHEET I r SILICONE CAULK y+ SEE NOTES 14 6 I5, SHEET I f- MIN. EMBED. 12/19/2017 SEE TABLE 1, SHEET I LUCAS A. TURNER, P.E. SUBSTRATE SUBSTRATE----- FL PE 58201 BY OTHERS BY OTHERS INSTALLATION ANCHOR TURNER ENGINEERING 6 SEE TABLE 1, SHEET I CONSULTING, INC. COA B 29779) INSTALLATION ANCHOR 1239 JABARA AVE. SEE TABLE I, SHEET I MIN EMBED NORTH PORT. FL 34288 MIN. E q VERTICAL SECTION FL 16103.1 3 SILL BRICKMOULD FRAME - CUP INSTALLATION SEE TABLE I, SHEET I PH. 941-380-1574 DWG is p VERTICAL SECTION P G W 181 SILL BEVELED FRAME- FIN INSTALLATION SHEET' 3 OF C MIN. EMBED. MIN. EDGE DIST SEE TABLE 1, SHEET 1 1/4' MAX. SHIM SPACE ~ SEE TABLE I, SHEET I l: Ply Gem• I/4' MAX. SUBSTRATE SHIM SPACE BY OTHERSINTERIORINTERIOR INSTALLATION ANCHOR 433 N. MAIN ST.. rO SOX 559. SEE TABLE I. SHEET I QMKY mouwr. VA 5461 MIN. EDGE DIST. MIN. EMBED. FX. 3o-aa4555 SEE TABLE 1. SHEET I SEE TABLE I. SHEET I SEE GLAZING DETAILS SHEET 5 I w o e m QQ G o pO 0N SUBSTRATE BY OTHERS SEE GLAZING 01DETAILSSHEET50 INSTALLATION ANCHOR Z SEE TABLE 1• SHEET I o ZF o W EXTERIOR EXTERIOR w dix Q g SILICONE CAULK a y 1n E HORIZONTAL SECTION F HORIZONTAL SECTION SEE NOTES 16 6 15. SHEET I z= N w Z N w J SILICONE CAW( o g o SEE NOTES IL 6 15. SHEET I JAMB JAMB o BRICKMOULD FRAME • FRAME INSTALLATION BRICKMOULD FRAME - FIN INSTALLATION w W K o O K u WN oW O C W a MIN EMBED. J a m u SEE TABLE 1, SHEET I Z MIN. EMBED. 1/4' MAX. I/4• MAX SEE TABLE I, SHEET I Wmym Vl SHIM SPACE SHIM SPACE c m E _ Z MIN EDGE DIST. 5/16' MIN. INTERIOR INTERIOR 5 SUBSTRATE BY OTHERS Nu 55up SEE TABLE I, SHEET I INSTALLATION ANCHOR GENFrG,Q`, SEE TABLE I, SHEET I 31- No 58201 9'% SEE GLAZING' 9INSTALLATIONANCHORDETAILSSHEET51 STATE OF 4i SEE TABLE 1, SHEET IMIN. I 2 EDGE DIST. NAI-s— , SEE TABLE 1 I SEE GLAZING SUBSTRATE DETAILS SHEET 5 12/19/2017BYOTHERS LUCAS A. TURNER, P.E. e FL PE 19 58201 TURNER ENGINEERING & EXTERIOR EXTERIOR CONSULTING, INC. SILISILICONECNOTES23929779) 29 9) CAULK SEE Iw 6 15, SHEET I 1239 J# NORTH PORT, FL 34288 SEE NOTES 14 6 15, SHEET I PH. 941-380-1574 HORIZONTAL SECTION HORIZONTAL SECTION DWG #: 4 JAMB 4 JAMB P G W 18 IBEVELEDFRAME - CUP INSTALLATION BEVELED FRAME -FRAME INSTALLATION FL 16103.1 SHEET: 4 of 5 7/6' O.A. INSULATED ANNEALEDEXTERIOR — GLASS UNIT I/2' MIN. Typ-I INTERIOR GLASS SITE 00% 1199 SILICONE GLAZING DETAIL 1 FL 16103.1 13/16' O.A. INSULATED ANNEALED GLASS UNITEXTERIOR 1 I/2' MIN. TYP. J l - INTERIOR GLASS BITE COMPRESSION GLAZING TAPE GLAZING DETAIL 3 APPLICABLE TO FIXED LITE ONLY FOR SASH SEE GLAZING DETAIL I 7/8' 0 A. INSULATED ANNEALED GLASS UNIT EXTERIOR I 1/2' MIN. TYP. INTERIOR GLASS BITE TWO-SIDED GLAZING TAPE GLAZING DETAIL 2 f; Ply Gem• 1 433 M NUM ST . FO 0OA 339. WAY NOUR. A TWO NP 04044, Y 6 IA: 31µµ.6W W o Q o 0 0 O 3 i a o t" 1 Ng w 41 U O Z y 7 it u Td u m F aiW a W o O W Q F F Z Q m U n F m 0' n EN m u ZN No 58201 i STATE OF z:7- 12/19/2017 LUCAS A. TURNER, P.E. FL PE 9 58201 TURNER ENGINEERING k CONSULTING. INC. COA 8 29779) 1239 JABARA AVE. NORTH PORE. FL 34288 PH. 941-380-1574 PGW181 T- 5 of 5 PLY GEM WINDOWS SERIES 1500 INTEGRAL MULLED WINDOW INSTALLATION NOTES: 1. ONE (D 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 s1/2 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 1116 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING USE •B WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/2 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. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55 FL 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 (FOC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-OS/O8 2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND ZX FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WTTHSTANOING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 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 OOCUMENTS 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 13DO GLASS CHARTS, SEE SHEET 6 FOR GLAZING DETAILS. OVERALL SIZE MAX. DESIGN PRESSURE UNIT TYPE MISSILE IMPACT RATINGHEIGHT 6W 50/- 60 PSF TWINP72-ur 71-15116' SO/- SO PSF 77-IIW 40/- L. PSFNON-IMPacr 6W 45/- 6S PSF TRIPLE74-1116' 25/- 35 PSF 121-1/16- 77-1/16- 45/- 45 PSF NOTE: SEE SHEET 2 FOR ALL QUALIFIED CONFIGURATIONS TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION B GENERAL NOTES 2 ELEVATIONS 3 ANCHOR SCHEDULE 4 VERTICAL SECTIONS S HORIZONTAL SECTIONS 6 COMPONENTS. BILL OF MATERIALS. B GLAZING DETAILS Ply Gem• WINDOWS 433 N. MAIN ST.. MI BOX 539 P=Y MOUNT. VA 24151 M. 540a4& 43 6 WWF ZO Qz ~ a 0u K W Q U H QY HZWO 00 Zo r J V) Q w WccVLL N H C ICI `IC'lu IyZ I aWF- NWF- 07Q DWG #. PGW198 SHEET: I OF G f: Ply Gem• WINDOWS 4" N FAIN ST.. PO MR 359 ROCKY MOUNT. VA 24131 34 443" rK: U04644683 w UNIT MAX UNIT MAX. Q o WIDTH 12' WIDTH E4j' x 0 L.0 MAX. D.L.O MAX. Z GO WIDTH 3q' WIDTH B C cIFL4BeJ 4 4 1 j E p ajU! K G G H C vi 5 S S Z W W0 E F E G F ow C F UNIT MAX. 5 S D.L.O. MAX. UNIT MAX. S _ HEIGHT HEIGHT HEIGHT w w c 77,' 7.,1. 771' O.L.O. MAX. .0. .0. w K wHEIGHTw 074' ? uiJ O Q j/SuiJg'j N r r HaD Z J O3 JF O NZ O U L 4 4 TYPICAL ELEVATION TYPICAL ELEVATION TRIPLE UNIT TWIN UNIT NOTE W SEE SHEET 3 FOR ANCHOR LAYOUTS 16 H SCHEDULE OF ALL QUALIFIED UNIT SIZE NW AND DESIGN PRESSURE COMBINATIONS. NQ DWG #: PGW198 FL 16103.2 SHEET- 2 OF 6 SERIES ISOO INTEGRAL MULLED WINDOW UNIT TYPE QUALIFIED CONFIGURATIONS TWIN UNITS 00 TRIPLE UNITS 000 6.O.C.. TYP. 4' FRO CORNER, CORNER. TYP. TYP. L ve l f TYPICAL ELEVATION FIN INSTALLATION 121-1/16' x 77-1116' UNIT INSTALLATION ANCHOR, TYP. SERIES 1500 INTEGRAL MULLED WINDOW - ANCHOR SCHEDULE UNIT SIZE UNIT TYPE DESIGN PRESSURE INSTALLATION TYPE 3 ANCHOR SPACING WIDTH HEIGHT FIN FRAME CLIP HEAD JAMB SILL HEAD JAMB SILL HEAD JAMB SILL 72 1/2' 60' TWIN 50/-60 PSF 6.00' 8.00' 8.00' MIDSPAN MIDSPAN 16.00" 18.00' 16.00' 16.00' 801/2' 71 15/16' 50/-50 PSF 8.00' 8.00' 8.00' MIDSPAN MIDSPAN 16.00" 16.00- 16.00' 16.00' 64 1/4' 771/8' 40/40 PSF 6.00' 8.00' 8,00' MIDSPAN MIDSPAN 16.00-' 16.00- 16.00- 15.00' 109' 60' TRIPLE 45/-65 PSF 8.00' 6.00' 0.00' MIDSPAN MIDSPAN 18.00-' 16 00' 16.00' 16.00' 1109 1/16" 74 1/l6' 25/-35 PSF 8.00' D0' 8.00' MIDSPAN I MIDSPAN 16.00" 18.00- 16.00 18.00' 121 1/16' 771/16" 45/-45 PSF 1 8.00' 1 6.00' 8.00' MIDSPAN I MIDSPAN 1 18.00" 16.00' 1 16.00' 18.00' 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. ANCHOR CLIPS ARE REQUIRED AT THE SILL SPACED AS SHOWN IN CHART 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) FL 16103.2 51' FROM -{ . TYP. MIDSPPAN, CORNER, TYP. 6 I 5' FROM CORNER, TYP MIDSP TYP. j u- 18 CORNER, TYP. TYP TYPICAL ELEVATION FRAME INSTALLATION 644/4' x 77-1/8' UNIT 6' FROM _ CORNER, TYP. TYPICAL ELEVATION CLIP INSTALLATION 84-1/4' x 77-1/8' UNIT INSTALLATION ANCHOR, TYP. 4STALLATION ANCHOR AT CLIP, TYP. Ply Gem - WINDOWS 433 N. NA1N ST.. n SOX 330 ROCKY MOWT. VA 24131 nl: 340-N4-343 Fx. 340-4044433 I Q I NI I I I 0WJJ 1y Ei Z7S0 K w W d UJM N Z= WNZc 04 Z 0 OOCQVlOC NW W ILLCr W W 0 G c N 6' FROM lu - fO m ZCORNER.TYP. o Q T 1 O.C.. a YP. I- N INSTALLATION ANCHOR AT CLIP, TYP. 3 OF 6 N IZ CONCRETE/ MASONRY BY OTHERS 1 1/2' MIN. EMBEDMENT CAULK BETWEEN 88 WOOD SCREW CONCRETE/ MASONRY 6 ZX INSTALLATION ANCHOR WOOD BUCK BY OTHERS a ' 2X WOOD BUCK - BY OTHERS 3/V MIN. EXTERIOR FINISH EDGE DISTANCE BY OTHERS SILICONE SEALANT BY OTHERS I/4' MAX. SHIM SPACE 4 O.A. UNIT I 3 HEIGHT SEE GLAZING DETAILS SHEET 6 EXTERIOR INTERIOR g VERTICAL SECTION 4 HEAD - STEEL STUD BRICKMOULO FRAME - FIN INSTALLATION SEE GLAZING DETAILS SHEET 6 EXTERIOR INTERIOR O.A. / UNIT HEIGHT 3 T I S 1/4• MAX O SHIM SPACE Q SILICONE SEALANT BY OTHERS 1 1/2' MIN. EXTERIOR FINISH EMBEDMENT BY OTHERS 2X W0I BUCK BY OTHERS CAULK BETWEEN A. d'' A 4• CRETE/ MASONRY 8 2X a S8 WOOD SCREW WOOD BUCK BY OTHERS 3/4- MIN. INSTALLATION ANCHOR CONCRETE/ MASONRY EDGE DISTANCE BY OTHERS qL VERTICAL SECTION SILL-MASONRY/CONCRETE FL 16103.2 y BRICKMOULD FRAME - CUP INSTALLATION CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS ZX WOOD SUCK - BY OTHERS EXTERIOR FINISH BY OTHERS SILICONE SEALANT BY OTHERS O.A. UNIT HEIGHT 3/4• MIN. Y8 WOOD SCREW EDGE DISTANCE INSTALLATION ANCHOR 1 1/2' MIN. a '.•. EMBEDMENT 1/4' MAX. SHIM SPACE 3 SEE GLAZING DETAILS SHEET 6 EXTERIOR INTERIOR C VERTICAL SECTION 4 HEAD -STEEL STUD BEVELED FRAME - FRAME INSTALLATION SEE GLAZING DETAILS SHEET 6 EXTERIOR INTERIOR O.A. 3UNIT HEIGHT 20 1/4' MAX. 8 I SHIM SPACE OO 3/4' MIN. EDGE DISTANCE SILICONE SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS CAULK BETWEEN--,- a•' CONCRETE/ MASONRY 6 2Xj I MIN • W000 BUCK BY OTHERS EMBEDMENT CONCRETE/ MASONRY _// 08 WOOD SCREW R INSTALLATION ANCHORBYOTHES p VERTICAL SECTION 4 SILL - STEEL STUD BEVELED FRAME - FIN INSTALLATION PI y 433 M MAIN ST . ro SOX $38 ROCKY MOUNT, Y. 1441 A1. 840d848344 FX: 34"84l663 wF o G N i00z 3 go 0 J h F V N U H N z w ow z0 N_ W _ C K U. N H Q0 wl I'li N l;' 1-"' IH Z I OWHNWF- TnQ PGW198 ET: 4 OF L 1 1/2' MIN EMBEDMENT 8 WOOD SCREW 1/4' MAX INSTALLATION ANCHOR SHIM SPACE INTERIOR 3/4' MIN. EDGE DISTANCE . SEE GLAZING DETAILS SHEET 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 8 2X WOOD BUCK BY OTHERS 2X WOOD BUCK •: BY OTHERS EXTERIOR FINISH EXTERIOR BY OTHERS O.A. SILICONE SEALANT UNIT BY OTHERS WIDTH E HORIZONTAL SECTION 5 JAMB-MASONRY/CONCRETE BRICKMOULD FRAME - FRAME INSTALLATION 11/2' MIN. 8 WOOD SCREW EMBEDMENT INSTALLATION ANCHOR I 1/4' MAX. SHIM SPACE 3/C MIN. EDGE DISTANCE J. a CONCRETE/ MASONRY' , BY OTHERS CAULK BETWEEN ~ CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS ° EXTERIOR FINISH INTERIOR J SEE GLAZING DETAILS SHEET ! o BY OTHERS SEE EXTERIOR DETAILS SILICONE SEALANT 2 O.A. BY OTHERS UNIT WIDTH Gc HORIZONTAL SECTION JAMS . FL 16103.2 5 BEVELED FRAME CLIP INSTALLATION 8 WOOD SCREW INSTALLATION ANCHOR 3/4' EDGE CONCRETE/ MASONRY DISTANCE BY OTHERSX-1.7 INTERIOR CAULK BETWEEN CONCRETE/ MASONRY B 2X WOOD BUCK BY OTHERS SEE GLAZING DETAILS SHEET 6 1 1/2' MIN. EMBEDMENT 2X WOOD BUCK BY OTHERS EXTERIOR FINISHo f% -BY OTHERS EXTERIOR SILICONE SEALANT I BY OTHERS O.A. UNIT WIDTH F HORIZONTAL SECTION 5 JAMB -STEELSTUD BRICKMOULD FRAME - FIN INSTALLATION INTERIOR H HORIZONTAL SECTION 5 INTEGRAL MULLION TYPICAL ZING SHEET 6 Ply Gem - WINDOWS 433 N. M" ST.. ro tot $SN ROCKY MOUNT. VA 24151 NL SLO•444 um FX: u64644663 n2 o z a 04 00Z O 0oN Oz Q Of N L NW W LL W W a 6 IO N 11, I= IN z I OwI- Nwf- J Q PGW198 ET: C OF L BILL OF MATERIALS ITEM NO. PART NO. DESCRIPTION MATERIAL MANUFACTURER/NOTES I 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 11 FIXED SILL PVC PLY GEM WINDOWS OBRICKMOULD ANCHOR CLIP O BEVELED ANCHOR CLIP PVC PVC 1 F•-- 3 135'— 1 o.ze2'J 0.065- 10 MULLION REINFORCEMENT STEEL FL 16103.2 0.262' J o. 065. II FIXE PVC D SILL C) BRICPVC KMOULD FRAME 3. 53' 3. 667'IL0.06 . TYP. T GLAZING BEAD PVC L 0 726• BRICKMOULD SILL BEVELED SILL PVC O PVC 3.402'— i 3.435' 3 56' 0.065' H 06 . rnrn. NOTE: USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. 7/6. O.A III INSULATED 3.26•— I ANNEALED EXTERIOR I — \ GLASS UNIT I.e5l2' 0.06 14\I OBEVELED FRAME PVC i 3. 402' 3. 6I12' E—W--JJ10.065' TYP. COVER OFRAME PVC2.006' 0.06 OINTEGRAL MULLION PVC 1/ 2' MIN. TYP. J `-- 7 INTERIOR MIN. TYP. GLASS BITE GLASS BITE DOW 995 COMPRESSION SILICONE GLAZING DETAIL 1 GLAZING TAPE FOR USE IN ANY LITE FIXED OR SASH) 0.0 7 3. 40 6' L — 1 2' F — 5. 124• ----.1 7/6' 0 A. INSULATED ANNEALED GLASS UNIT EXTERIOR INTERIOR GLAZING DETAIL 2 f: PlyGem• j WINDOWS 433N. MIN ST.. PO SOX S34 ROCKY NOWT. Y4 24151 FN 540i644346 FX: 560- L64.4663 w a S J = Zp m O QNQ J uaL HZOCt a QQ IV Z LL W a oNm 0 ~Q L Nw } S W O K Si OC LL a4 Lu Y a I m G W 0N WF- NQ FOR USE IN SINGLE HUNG DWG S: FIXED LITES ONLY P G W 19 8 SHEET: 6 OF 6 2/14/2018 Florida Building Code Online Professional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats a Facts I Publications I FBC Staff I SOS Site Map I Links Search Florida YProduct ApprovalDRICubsUSER: Public User dtn d aa product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2017 FL# 16104 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 nczulu M ps . ELA UPS Manufacturer Validated By, Status FL16104-R4 Revision Ply Gem Windows National Accreditation & Management Institute Approved History Category: Windows 804) 684-5124 Subcategory: Fixed ApproveD Dy vorn. HPPrvv ur vorn >„e,.. ,——,, a..,, .o,..._ .,, ,.._-...----- Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: riP vaw Statement :: Aecessibihty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hem-. Product Approval Accepts: Credit Card Safe htips:/ffioridabuilding.org/pr/pr_appjst.aspx 1/1 2/14/2018 Florida Building Code Online Professional Regulation rg BCIS Home I Log In 1 User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search I Florida Y Produd Approval aatte I USER: Public User RtrlriJdupci."i product ARRroval Menu > product or Aenlication Search > epolicatlon Ust > Application Detail FL # FL16104-R4 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 luanne.harris@plygem.com Authorized Signature Luanne Harris luanne.harris@plygem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2009 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/20/2017 https:/Moridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgvyf4ngAXhlOwfMlaS%2bmis69%2bu%2b9HkgEWvjtUo114FU%2fw°/a3d%3d 1/3 2/14/2018 Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 12/21/2017 12/27/2017 Summary of Products FL # Model, Number or Name Description 16104.1 Ply Gem 1500 Fixed Window, Non -Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL 610RR _C_CAC NI011337.02-R2.Ddf Approved for use outside HVHZ: Yes FL16104_Q4_C_C6C NI011337.03-R1.Ddf Impact Resistant: No FL1610 _C_CAC NI011337-Rl.Ddf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL16104_R4 U_PGW177-B.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FLl 1 4 94_AEEvalRel2ort-PGW177-B.pd Created by Independent Third Party: Yes 16104.2 Ply Gem 1500 Fixed Window, Non -Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F 1 4_g4_,_CAC NI011337.02-R2.Ddf Approved for use outside HVHZ: Yes FL16104_gg_EC65-NI011337.03-R1.Ddf Impact Resistant: No FL16104_B4_C_CAC N1011337-R1.Ddf Design Pressure: N/A Quality Assurance Contract Expiration Date Other. Refer to installation detail for sizes, configurations and 11/30/2022 ratings. Installation Instructions FL161 4 R4_II PGW178 AS TESTED.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16104.3 Ply Gem 1500 Fixed Window, Impact (Alt. Substrates) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104_B4_C_CM- NI011337.04-R2.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2022 Design Pressure: N/A Installation Instructions Other: Refer to Installation detail for sizes, configurations and FL16104_g4 )I PGW179-B.odf ratings. Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL 0 _gg_6F va Re ort-PGW179-B.Ddf Created by Independent Third Party: Yes 16104.4 Ply Gem 1500 Fixed Window, Impact (As Tested) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16104_gg_C_CAC NI011337.04-R2.D9 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2022 Design Pressure: N/A Installation Instructions Other: Refer to installation detail for sizes, configurations and FL1610 _g4_II_PGW180 AS TESTED.Dd ratings. Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Nett Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Edyji v Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOwfMlaSa/a2bmis69a/a2bua/o2b9HkgEWvjtUoli4FUa/o2fwa/o3da/o3d 2/3 2/14/2018 Florida Building Code Online Credit Ca rd Safe sccuritvait:rxics htips:l floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl0wfMlaS%2bmis69%2bu%2b9HkgEWvjtUoil4FU%2W/*3d%3d 3/3 PLY GEM WINDOWS SERIES 1500 FIXED WINDOW (NON -IMPACT) NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 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 CO = 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 'O' IS FOR FIXED PANEL. 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4'. FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP. FL 16104.1 SIZE CHART OVERALL SIZE REQUIRED GLASS TYPE MAX O.C. SPACING. FRAME OR CLIP ANCHORS MAX. DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT 46.1/6' 96' ANNEALED 14-112, 551. S5 PSF NON -IMPACT72' 96' TEMPERED 12' 401- 45 PSF 120.1116' 564 TEMPERED 13.1/2' 65/- SO PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 6 GENERAL NOTES 2 ELEVATIONS 3 ANCHOR SCHEDULE 4 VERTICAL SECTIONS 6 GLAZING DETAIL 5 HORIZONTAL SECTIONS TABLE I. INSTALLATION FASTENERS TABLE Lucas Tumer 2017-12-20 03:37+19:00 ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN EDGE DISTANCE FIN INSTALLATION A 2X MIN. SPRUCE -PINE -FIR WOODG=0.42) 8 WOOD SCREW 1-1/2' 7/16' 16 GAUGE (0.0601 STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL. PLUS 3 B OR 118' ALUM. 6063-T5 MIN. TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. FRAME OR CLIP INSTALLATION C CONCRETE (2 KSI MIN.) 3/16' ITW TAPCON 1-1/2' 1-1/8' D HOLLOW OR GROUT -FILLED CMU117PCFMIN.) 3/16' ITW TAPCON 1' 2' E 2X MIN. SOUTHERN PINE WOOD 3/16' ITW TAPCON 1-3/8' 7/6' G=0.55) F 2X MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-3/8' 7/8' G=0.55) 16 GAUGE (0.060') STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW FULL. PLUS 3 1/2• G OR 1/8' ALUM. 6063-TS MIN. TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. NOTE: ALL SCREWS AND TAPCONS SHALL HAVE MOD. TRUSS. PAN, OR HEX WASHER HEAD, 0.1.2' MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS. 0.355' MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. f; Ply Gem• WINDOWS 1.33 N. MAIN ST.. PO BOX 559. ROCKY MOUNT. VA 21.151 PH: 540-464-6346 FX: 51.0-494-6663 o w - = c g o - z o19 Z 0o o z oy w c S o l W- Lam/ W o_ N usz ItsK m G 0 III mJJ F a f o W fA w us H G p a J Z Q m N > J N oN ;g = QZ O V N 3: Nu 58201 °gyp z STATE OF . <11 zz 12/19/2017 LUCAS A TURNER, P.E. FL PE f 58201 TURNER ENGINEERING k CONSULTING, INC. COA 129779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 It: FGW177 ET: I of 4 UNIT MAX. WIDTH f i Ply Gem - SEE SIZE CHART, SHEET 1 111 4' FROM OWS B-1/2' O,C, 435 N. MAIN ST.. PO BOX 559. B C CORNER, TYP. TYP.' 4' FROM ROCKY MOUNT. VA 24151 S 3 r CORNER, TYP. PH: sco-cu•aue Fx• 540-4e4-e683 us us :2 ^_ 7 N G H H p C ILIS 4 4 G p E F 4 nO• 4 O cot: _ u u S-1/2' D.C.. -' TYP. zrn W U, s" I- z 3 S INSTALLATION ; s ¢ y ANCHOR LAYOUT ANCHOR, TYP. w W tu TYPICAL ELEVATION FIN INSTALLATION Z m o O W N O W W W H F 0 = O W G W O MAX. O.C., tii a MAX. O.C.. SEE CHART, 1 1r_jr7I6' FROM F 6' FROM ..J11 SHEET I CORNER. TYP. a o, CORNER, TYP. I r SEE CHART, 6' FROM 1= i SHEET I CORNER, TYP. I N } } aN = 5 r az Z CREW u • ; PCB-GENgFtG o O MAX. O.C., OMAX. O.C., SEE CHART, ' No 58201 . SEE CHART, SHEET Iit g1j SHEET I INSTALLATION /' p0 •18TATE O'..?f0 ANCHOR. TYP. 6' FROM I I _ CORNER. Tip. "111 ANCHOR LAYOUT ANCHOR LAYOUT CLIP INSTALLATION INSTALLATION ANCHOR AT CLIP, TYP FRAME INSTALLATION 12/19/2017 LUCAS A. TURNER, P.E. FL PE a 58201 TURNER ENGINEERING do W) CONSULTING, INC. COA 19 29779) 1239 JABARA AVE. NOTE: NORTH PORT, FL 34288 NOTE: ( W)USE OF EITHER BRICKMOULD OR BEVELED PH. 941-380-1574 WINDOW WIDTH (W) AND HEIGHT (H) FRAME TYPES IS QUALIFIED UNDER THIS H) ARE INTERCHANGEABLE FOR ALL I APPROVAL TO THE SIZES AND DWG #: 7 SIZESSHOWNHEREINNOTTOEXCEED1 (H) ® PERFORMANCE LIMITS LISTED HEREIN. P G W I I I 7 MAXIMUM TESTED SQUARE FOOT AREA. FL 16104.1 T SHEET: 2 OF 4 MIN. EMBED. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I SUBSTRATE BY OTHERS , s PERIMETER MIN. EDGE GIST. SILICONE CA SEE TABLE 1, SHEET I SEE NOTES 14 B 15, SHEET I I/4' MAX. SHIM SPACE i— I SEE GLAZING DETAIL SHEET 4 TEEXRIOR INTERIOR g VERTICAL SECTION 3 HEAD BRICKMOULD FRAME - FIN INSTALLATION T SEE GLAZING DETAIL SHEET 4 EXTERIOR / — INTERIOR I MIN. EDGE DIST. SEE TABLE I, SHEET 1 PERIMETER SILICONE CAULK SEE NOTES 14 6 15, SHEET I 7/6' O.A. INSULATED GLASS UNIT TEMPERED OR ANNEALED GLASS, EXTERIOR — \ SEE SHEET 1) 1/2' MIN. TYP. IN GLASS SITE / INTERIOR DOW 1199 SILICONE GLAZING DETAIL NOTE, SEE SHEET I FOR REQUIRED GLASS TYPE BASED ON UNIT SIZE. 5/16MIN. Ill.' MAX. SHIM SPACE PERIMETER SILICONE CAULK SEE NOTES 14 SHEETEETI •• ••••••• I • ••• ••• MIN. EMBED. SEE TABLE I, SHEET I SUBSTRATE BY OTHERS INSTALLATION ANCHOR SEE TABLE I, MIN, EDGE DIST. SHEETI SEE TABLE I, SHEET 1 VERTICAL SECTION FL 16104.1 3 slu BRICKMOULD FRAME - CUP INSTALLATION INSTALLATION ANCHOR SEE TABLE 1, SHEET I C SUBSTRATE R I BY OTHERS MIN. EMBED. I r SEE TABLE I, SHEET 1 1/ 4' MAX. SHIM SPACE I SEE GLAZING DETAIL SHEET 4 EXTERIOR q INTERIOR rC- I\ VERTICAL SECTION 3 HEAD BEVELED FRAME - FRAME INSTALLATION SEE GLAZING DETAIL SHEET 4 EXTERIOR — INTERIOR I 1/ 4' MAX. n r SHIM SPACE PERIMETER SILICONE CAULK I SEE NOTES 14 6 15, SHEET I MIN. EDGE DIST SUBSTRA j SEE TABLE I. BY OTHERS SHEETI INSTALLATION ANCHOR SEE TABLE 1, SHEET MIN. EMBED. LSEETABLEI, SHEET I p VERTICAL SECTION 3 SILL BEVELED FRAME - FIN INSTALLATION f.' Ply Gem° WINDOWS433 N MAIN ST.. PO BOX $59, ROCKY MOUNT. VA 24151 PH: $ 40-464-6346 F%• 540-4$4-6663 W w a p P oS 1V O] y JJ 0 i Fi Ou O Z O6- CrVl pu w' V w a m Z of Co N U. z a N WHN' cr W W tu NWI H 0 O a JJ N m H o ^ ; g 1= u Z p U N m NOREW'' i 4 4v: No 58201 'IDL Z' 0 STATE OF :4 2/ 19 0,7 LUCAS A. TURNER, P.E. FL PE 1 58201 TURNER ENGINEERING k CONSULTING, INC. COA B 29779) 1239 JAEIARA AVE. NORTH PORT, FL 34268 PH. 941-380-1574 DWG i. PGW177 SHEET: Z OF / MIN. EMBED. J MIN. EDGE DIST. SEE TABLE I. SHEET I 1/4' MAX. I SEE TABLE 1, SHEET I ply Gem• I/4' MAX SHIM SPACE SUBSTRATE SHIM SPACE BY OTHERS INTERIOR INTERIOR INSTALLATION ANCHOR 433 N. MAIN ST . PO BOX $50. Rotxr nouHr. va zclsl SEE TABLE 1. SHEET I MIN. EDGE DIST. PM. sco-ac-esce Fx.sco-4ec•eee3 SEE TABLE I, SHEET I Q nSEEGLAZINGSEEGLAZING DETAIL SHEET 4 DETAIL SHEET 4 MIN EMBED. Q S SEE TABLE I, SHEET I Po SUBSTRATE HBYOTHERS INSTALLATION ANCHOR SEE TABLE I. SHEET 1 o o O N EXTERIOR EXTERIOR o t- Z " d cy 13PERIMETERSILICONECAULKWws SEE NOTES 14 G 15. SHEET I a Z mPERIMETERSILICONECAULK SHEET 1 E HORIZONTAL SECTION F HORIZONTAL SECTION Sg C, Z aSEENOTES14815. 4 JAMB A JAMB4 N = A0woyuj BRICKMOULD FRAME • FRAME INSTALLATION BRICKMOULO FRAME - FIN INSTALLATION a a p Z ctWN W F G O MIN. EMBED. J F N Q a mSEETABLE1. SHEET I MIN. EMBED. Z SEE TABLE 1. SHEET I N rm g am H I/4' MAX. SHIM SPACE 1/4' MAX. J_ SHIM SPACE c `" leu Z i:• , SUBSTRATE MIN EDGE T. BY OTHRS 1, SHEET ISEETABLE INTERIOR INTERIOR 5/16' MIN. INST4 LATEON ANCHOR p`,`,,,•, G>.N9y SEE TABLE I. SHEET I Jj J- No 58201 :119 SEE GLAZING SHEET 4 SEE GLAZING DETAIL SHEET 4 y90 BTATE OF :/u SUBSTRATE DETAIL BY OTHERS MIN. EDGE DIST. OyN.. 0%,- SEE TABLE I. SHEET I else 12/1 INSTALLATION ANCHOR I lUCAS A TURNERURNER , P.E. SEE TABLE I, SHEET I FL PE g 58201 o , TURNER ENGINEERING k CONSULTING. INC. EX ERIOR EXTERIOR COA 8 29779) PERIMETER SILICONE CAULK 1239 JABARA AVE. PERIMETER SILICONE CAULK SEE NOTES 14 IS I5, SHEET I N PH. 941 380-1574 B SEE NOTES 14 6 15, SHEET I ZONTAL SECTION HORIZONTAL SECTION DWG JJ: 1HORI9JAMBqJAMBPG W 17 7 BEVELED FRAME - CUP INSTALLATION BEVELED FRAME - FRAME INSTALLATION SHEET: 4 OF 4 FL16104.1 PLY GEM WINDOWS SERIES 1500 FIXED WINDOW (NON -IMPACT) AS TESTED INSTALLATION NOTES" 1. ONE (D 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 11/2 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 1/6 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 06 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK VENEER. AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 0. 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 CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN.A LICENSED ENGINEER OR ARCHITECT SMALL 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 REOUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAIL. OVERALL SIZE REQUIRED GLASS TYPE MAX. DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 46-1/M 06' ANNEALED 55/- 55 PSF NON -IMPACT7Y06' TEMPERED 60/- 45 PSF I20-1/16' 56' TEMPERED 45/- SO PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 6 GENERAL NOTES 2 ELEVATIONS 3 ANCHOR LAYOUTS 4 VERTICAL SECTIONS B GLAZING DETAIL 6 HORIZONTAL SECTIONS Ply GemWINDOWS 455 N MAIN ST . PO BOX 550 ROCKY MOUNT. VA 24151 PH. 540-464-6346 FX: 540-464.6683 O W Q O o NW 0 z i c O_ ZZz 3 F o d N K u w IL o w o l G ma 2LLz M- A N O L W W ~ O W K C N = H M" o I NIo'lu II^ I C3 IAa PGW178 ET: I of 5 Ply Gem• WINDOWS 433 N. MAIN ST.. PO BOX SS9 ROCKY MOUNT. VA 24151 PH: 540-464-63 W FX. 540-484-6665 lo 0.WuNlrMAx. — WIDTH 72' N J r UNIT MAX. D.L.O MAX. m WIDTH 120WIDTH 67} B C D. L.O MAX. 4 4 0 WIDTH Ili- z o( z o o y 4 4i XO N a_ Q c u f UNIT MAX. o ai z W y HEIGHT O H to d o G PF 96' w > aF, W 1' o UNIT MAX. D.L.O.MAX. E F m ¢ w w HEIGHT HEIGHT S .0. S 5 0' S a 56' 54- in d tij J 7 O. L. O. MAX. HEIGHT'0j i9 w H m m¢ m J N N Z' Y V Z p 0 = c u to L 4 TYPICAL ELEVATION 120-1/ 16' x 56' UNIT p 0 4 L TYPICAL ELEVATION 72' x 96' UNIT N w 1n DWG S: PGW178 FL 16104. 2 SHEET: 2 OF 5 4' FROM y 7' O.C.,^ CORNER, TYP -'- Moll 4 I vv I FIN INSTALLATION 120-1116' x 56' UNIT 4' FROM f.*Ply Gem• CORNER, TYP. WINDOWS 433 N. MAIN ST.. PO BOX 559 ROCKY MOUNT, VA 21.151 PH. 540-4/4-6346 FX• 540-(.84-6683 7 w TYP. o o a LATION 0 '.JR. TYP. St. FROM 18' D.C.. y- FROM 18' O.C.. 6' FROM CORNER. TYP. r TYP' CORNER. TYP. rl TYP. CORNER. TYP. 0. .0. 21' O.C.. 116' O.C.. I 1 ( TYP ANCHOR LAYOUT FRAME INSTALLATION 120-1/16' x 56' UNIT W) T ( H( W) —+I 1 I 1 (H) 0 NOTE' USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. FL 16104.2 INSTALLATION ANCHOR, TYP. 6' FROM CORNER. TYP. ANCHOR LAYOUT CLIP INSTALLATION INSTALLATION 120-1116' x 56' UNIT ANCHOR AT CLIP, TYP. SERIES 1500 FIXED WINDOW - ANCHOR SCHEDULE UNIT SIZE DESIGN PRESSURE INSTALLATION TYPE 6 ANCHOR SPACING WIDTH HEIGHT FIN FRAME CLIP HEAD JAMB SILL HEADE21.00 SILL HEAD JAMB SILL 46-I/8' 96' 55 PSF 7.00' 7.00' 7.00' 18.00- NONE 18.00- 16.00- 16 00' 72' 96' 40 / -45 PS 7.00' 7.00' 7.00' 16.00' 18.00'` 16.00' 16.00' 18.00' 120-I/16' S6' 45 /-50 PSF 7.00' 7.00' 7.00- 18.00' 16.00" 18.00- 16.00- 18.00' N O z a O o CX > 5 N w wc m U z a o Z N O Y w " w x - o N ? IO N IC' IV I z I I ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2. FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL FOR UNITS 46-1/8' WIDE OR LESS, FOR UNITS DWG #: EXCEEDING 48-I/8' IN WIDTH ANCHORS ARE REQUIRED AT THE SILL. ^ I3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING. TYPE, ETC. ADHERES TO REQUIREMENTS r LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD B JAMBS, FIN INSTALL AT SILL) SHEET: 4. SEE SHEET I FOR REQUIRED GLASS TYPE PER UNIT SIZE. 3 OF 5 CONCRETE/ MASONRY BY OTHERS 1 1/2' MIN. EMBEDMENT CAULK BETWEEN • #B WOOD SCREW CONCRETE/ MASONRY 6 2X -•.INSTALLATION ANCHOR WOOD BUCK BY OTHERS 2X WOOD BUCK • ' _ BY OTHERS EXTERIOR FINISH '.7Em— BY OTHERS SILICONE SEALANT BY OTHERS O.A. I I UNIT HEIGHT / SEE GLAZING DETAIL SHEET 4 EXTERIOR INTERIOR g VERTICAL SECTION 4 HEAD - 2X WOOD BUCK BRICKMOULD FRAME - FIN INSTALLATION SEE GLAZING DETAIL SHEET 4 EXTERIOR — INTERIOR UNIT HEIGHT ( I SILICONE SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 3/4' MIN, EDGE DISTANCE 1/4' MAX. SHIM SPACE CONCRETE/ MASONRY BY OTHERSCAULKBETWEEN CONCRETE/ MASONRY B 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS SILICONE SEALANT BY OTHERS G 3/4' MIN. EDGE DISTANCE O.A. I I UNIT HEIGHT k-------__ SEE GLAZING DETAIL SHEET 4 7/8' O.A. INSULATED GLASS UNIT EXTERIOR INTERIOR TEMPERED OR ANNEALED GLASS) EXTERIOR I C VERTICAL SECTION 4 HEAD -ZXWOODBUCK BEVELED FRAME- FRAME INSTALLATION I/2' MIN. TYP, INTERIOR GLASS BITE / DOW 995 GLAZING DETAIL NOTE: SEE SHEET I FOR REQUIRED GLASS TYPE BASED ON UNIT SIZE. I/L' MAX. r SHIM SPACE 1 1/2' MIN. EMBEDMENT 2X WOOD BUCK t BY OTHERS CAULK BETWEEN .•°`• CONCRETE/ MASONRY 6 2• : 4 #B WOOD SCREWX WOOD BUCK BY OTHERS 3/1.' MIN. INSTALLATION ANCHOR CONCRETE/ MASONRY EDGE DISTANCE BY OTHERS A VERTICAL SECTION FL 16104.2 4 SILL-ZXW000BUCK BRICKMOULD FRAME - CUP INSTALLATION 8 W000 SCREW . pMY Gem• INSTALLATION ANCHOR 435 N MAIN ST.• PO BOX $59 1 1/2' MIN. ROCKY MOUNT. VA 24151 EMBEDMENT PH: 540-4E4-634E FX: 540454-66E3 w = o 0 1/4' MAX. SHIM SPACE F a Vz rm rnJ xJ 390, Z N a O Zo o d N wK_ yVj 0 0 Lu a U N Z FQQ n 2 LAWOE w> w w p: o oU. N tu H SEE GLAZING DETAIL SHEET 4 EXTERIOR INTERIOR O.A. / UNIT I I HEIGHT I/W MAX. SHIM SPACE 3/6' MIN. EDGE DIST SILICONE SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 2X W000 BUCK#B W00 SCREW BY OTHERS INSTAL0LATION CAULK BETWEEN 1 ANCHOR CONCRETE/ MASONRY 6 2X e WOOD BUCK BY OTHERS 1/2' MIN. CONCRETE/ MASONRY EMBEDMENT BY OTHERS p VERTICAL SECTION 4 SILL-ZXW000BUCK BEVELED FRAME- FIN INSTALLATION lliR Bu- Tio I 4OF5 I I/2' MIN. 3/4' MIN #B WOOD SCREW EMBEDMENT EDGE DISTANCE INSTALLATION ANCHOR 0 WOOD SCREW 1/4' MAX. 1/4' MAX. CONCRETE/ MASONRY '/! PIY Gem• INSTALLATION ANCHOR SHIM SPACE SHIM SPACE BY OTHERS ` I WINDOWS INTERIOR INTERIOR ` CAULK BETWEEN 433 N. MAIN ST., PO BOX 550 CONCRETE/ MASONRY B 2X ROCKY MOUNT. VA 24151 3/4' MIN. WOOD BUCK BY OTHERS PX: 540-484-6683 EDGE DISTANCE `• O F%: 540 Lo-6F3 SEE GLAZING SEE GLAZING • •o DETAIL SHEET 4 DETAIL SHEET 4 1 1/2' MIN. a $ EMBEDMENT o 00 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN •. \ \ CONCRETE/ MASONRY B 2X I 1 ° 2X WOOD BUCK WOOD BUCK BY OTHERS : ••. BY OTHERS 2X WOOD BUCK \ e EXTERIOR FINISH 00 o z a BY OTHERS — f%BY OTHERS ~ z 3 a O EXTERIOR FINISH EXTERIOR EXTERIOR a N BY OTHERS SILICONE SEALANT w u w BY OTHERS '— o w O.A. O.A. u- t' a u UNIT UNIT 'o o Z co SILICONE SEALANT N = o BY OTHERS WIDTH WIDTH z aN E HORIZONTAL SECTION F HORIZONTAL SECTION W a U. W 0 W W U. 5 JAMB - ZX WOOD BUCK 5 JAMB - ZX WOOD BUCK w = BRICKMOULD FRAME - FRAME INSTALLATION BRICKMOULD FRAME - FIN INSTALLATION u~•1 a w 1 1/2' MIN. 1 1/2' MIN J EMBEDMENT EMBEDMENT f Z a m B W000 SCREW #B W000 SCREW INSTALLATION ANCHOR 1/4' MAX. N r SHIM SPACE r iiiINSTALLATIONANCHOR1ii - m Z x Q a m Lu oI/4' MA%. NSHIMSPACECONCRETE/ MASONRY p _ 3 = u Z BY OTHERS — a u 3/4' MIN. fl EDGE DISTANCE INTERIOR INTERIOR CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X OD BUCK BUCK SEE GLAZING SEE GLAZING BY OTHERS CONCRETE/ MASONRY R' DETAIL SHEET 4 DETAIL SHEET 4 9 !' BY OTHERS 3/4' MIN. C3 w CAULK BETWEEN EDGE DISTANCE to CONCRETE/ MASONRY W000 BUCK BY OTHERS • 1 2X WOOD BUCK__ UCK a BY OTHERS EXTERIOR FINISH N. EXTERIOR FINISH BY OTHERS BY OTHERS EXTERIOR EXTERIOR SILICONE SEALANT- 2 O.A. O.A. SILICONE SEALANT BY OTHERS UNIT UNIT BY OTHERS WIDTH WIDTH DING #: G HORIZONTAL SECTION H HORIZONTAL SECTION PG W 17 8 FL 16104.2 C5 JAMB - ZX WOOD BUCK JAMB - ZX WOOD BUCK BEVELED FRAME - FRAME INSTALLATION SHEET: OF CBEVELEDFRAME - CUP INSTALLATION 5 2/14/2018 Florida Building Code Online Professional Regulation r ra10112:0a BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats a Facts I Publications I FBC Staff I BUS Site Map I Unks Search Florida r Product Approval R USER: Public User 1.D:r.[d ' to 6 ia0 Product Aonroval Menu > Product or AOMication Search > Application Ust Search Criteria 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 7GOr{.r1 RGJVrN - if6 Iy,R2 Manufacturer Validated By, Status FL16118-113 Revision Ply Gem Windows Locke Bowden Approved His ry, Category: Windows 334) 300-1800 Subcategory: Mullions Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. opvrioht 2007-2013 State of Florida.::Pnvaw Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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 dick here . Product Approval Accepts: Credit Card Safe https://noridabuilding.org/pr/pr_app_lst.aspx 1/1 2/14/2018 Florida Building Code Online U Business • Professional Regulation ra BCIs Home I Log In I user Registration Hot Topics Submit surcharge I Stats 6 Facts Publications FSC Stag BCIS Site Map Unks Search Florida 0 10# 0—% j r Produd Approval USER: Public User d a.Y4ytim Product ARnroval Menu > Product or Aeoliotlon Search > &Rnlica[lon Ust > 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 Z. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL161 _R3 COI_ELy Gem COI.Ddf 1709.8 Product Approval Method Method 2 Option B https:lffloddabuilding.org/pr/prapp_Otl.aspx?param=wGEVXQwtDgvyf4ngAXhlOyOOemzR2JWDTjgpLsYuOSUObhuAFGR6Tg%3da/o3d 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 Summary of Products FL # Model, Number or Name Description 16118.1 Ply Gem 1500 Mullion (Brickmould Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FL1611 _R3_U_P9W189.udf 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_Bl_9E PER511LI29 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_fI_PGW 0 cif 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 FL16118_a]_6f_PER5113.Ddf evaluation report, PER 3143, for further Ilmitatlons 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 FL16118_R3 JPGW203.Ddf 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 FL16118_R3_AE PER5114.Ddf 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_133U_PGW204.odf 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 FL16118_R AE PERS115.Ddf evaluation report, PER 3145, for further limitations of use. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: va Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.2395. '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 dick here . Product Approval Accepts: Credit Card Safe https:lffioridabuilding.org/prlpiapp_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOyQOemzR2JWDrjjgpLsYuOSUObhuAFGR6Tga/o3d%3d 2/2 3/2/2018 Florida Building Code Online Professional Regulation roc BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I SCIS Site Map I Links I Search dda r,1d Product ApprovalrcribUSER: Public User 1t umJ Product Aooroval Menu > Product or Application Search > Application List Search Criteria 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 lL# . Iypg Manufacturer Validated By, Status FL12194-R7 Revision Aluminum Coils, Inc. Locke Bowden Approved History Category: Panel Walls 334) 300-1800 Subcategory: Soffits WPrvveu vy vo nyy.wo,> yr vo >..... ..c .c..c..c.. .,, ...- ..... ...._,-. _.- ........_.. .. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cr gyrfpht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalts provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Credit Card Safe https:/Moddabuilding.org/pr/pr app_Ist.aspx 1/1 3/2/2018 Florida Building Code Online u Professional Regulation roc BGS Home I Log In I use, Registration I Hot Topics I Submit Surcharge I Stars h Facts I publications I FBC Staff I BQS site Map I Unks Search Fblida Product Approval4,0— r USER: Public User l•.tr tD e: R•'?wr.Y4 n Product ARoroval Menu > Product or Application Search eonlication Us t > Application Detail FL # FL12194-117 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i 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 i, Validation Checklist - Hardcopy Received Certificate of Independence FL 2 4_R7 _ALC15001.4 2017 FBC Evaluation Report 04 T4 Soffits Final.pd Referenced Standard and Year (of Standard) Standard Year AAMA 1402 2009 Equivalence of Product Standards Certified By Sections from the Code https:lffloddabuilding.org/prlprapp_dtl.aspx?param=wGEVXOwtDquk24AUC%2fEHMrNrkL4bysALFtXsIGNSmoVVEg2vbvMa/o2rrwa/a3d%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_aZ_LLALC15001.4 2017 FBC Evaluation Report Og T4 Soffits Final.Ddf Verified By: Zachary R. Priest PE-74021 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194_gLAE ALC15001.4 2017 FBC Evaluation Report Og T4 Soffits Final, ff Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: EdXgI;v Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address Ir they have one. The emalts provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://fioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUCa/a2fEHMrNrkL4bysALFtXsIGNSmoWEg2vbvM%2frwa/o3da/o3d 2/2 SC. r: r=, > Certificate ofAuthorization No..29824 y 17520 Edinburgh DrGREEDTampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE r EDITION (2014) Manufacturer. ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumeoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category. Panel Walls Subcategory: Soffits Code.Sections: 1404.5.1,1710.9.4 Properties: Wind Resistance REFERENCES Entity Reoort No. Standard Year Certified Testing laboratories (fST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratpries (TST15M CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACDC-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies CM5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ 2. Design wind loads 'shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.92 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 shag prevail. 5. Installations shag meal; the minimum ventilation requirements of FBC section 12032. 6. Feld fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be, reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. Al products fisted in this report shall be manufactured under a quality assurance program in compliance with Rule 61G-20-3. PRODUCT DESCRIPTIONS ' 3/8' F-Channel Preformed nolriinal 0.0164nch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.0194nch thick, 3105 H-14 aluminum fascia. See ApperSda D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturerer 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 eVress nor imply warranty, installation, reo=mended use, or other product attributes that are not specifically addressed herein. CREE K TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" 04 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in Ain.ft for the 'full vent configuration and 11.1 0/11n.ft and for the 'center vent configuration. See Appendix D for dimension drawings. r fML vorr ,r v,mx vvr ,ram o 12" T4 Soffit Preformed nominal 0.01354nch thick, 3105 H=14 aluminum soffit P,anels provided in 12- Inch sections. The reported net free ventilation areas are 12.5 in Bin.ft for the 'full vent configuration and 42 h2/fin.ft for the 'enter vent configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State -of Florida product approval under Rule 61 G20-3. The manufacturer 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. CREEK TECHNICAL SERVICES, LLC fnU01 fAmrF STeTFMFNT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R Priest, RE have demonstrated compliance with the Florida Building Code 5L4 Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 0RY II tI , P4.,i i No 74021 9O STATE OF '.141 ` O N A` '0*O t-rm"rinA-nnu no Iun=PFranFNrr- 2015.08.27 w 07:05:00 04'00' Zachary R Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial Interest in any company manufacturing or distnIxting products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by arty company manufacturing of distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest in any other entity involved to the approval process of the product APPFMnIrFC 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) ALC15W`I FL122194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shag 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 ate not specifically addressed herein. ' CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2: Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for Installation detail when the information Is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given Is the maximum allowable attachment spacing for the rated system. S. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others In accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 7. Typical fastening details areas follows: a. 12" T4 Soffit —12-Inch o.c. Fastener Fastener L tion Lotion b. 12" T4 Soffit— 4-Inch o.c. Fastener Fastener Fastener Fastener Lo I ion LocQlion Lolion Lactl'on 1 c. 16" Q4 Soffit-16-Inch o.c. Fastener Fastener Loc$don LocI on ALCI6001 FL12194- R3 Page 1 of 7 This evaluation report Is provided for State of Florida• product approval under Rule 61 G20-3. The manufacturer shall notify CREEK•Technlcal 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 spedficelly addressed herein. CREEK . TECHNICAL SERVICES, LLC d. 16° Q4 Soffit — 8-Inch o.o. Fastener Fastener Fastener . ALUMINUM COILS, INC Soffits A roved.S stem•Numbers-and Definitions Approved Systems for 12-Inch Overhang with F-Channel 12J Approved S t ms for 124rich Overhan wl h J-Channel Approved Systems for 16-Inch Overhang with F-Channel MA Approved S etome for 16 nch Overhang with J-Channel 4 Approved Syatems for 24-Inch Overhang with F-Chanel Approved Systems for 24-Inch Overhang with J-Channel Appendix A Approved Systems for 12-Inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width p s Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) min. 3/8-Inch head die. nail, One (1}min. 3/8-x 3/8-Inch One (1) min. 1 3/4-Inch long x 0.072-Inch die. x min. 3/16- 12F-1 1664nch Wood min.1.26-Inch embedment spaced Wood crown staple spaced 16-Inch Inch head die. trim nails t40. 0 24- Inch o.c. O.C. aced 364nch o.c. Max Three ( 3) min. 3/4-Inch x 1/4-Inch One (1) min 314-inch x 1/4-Inch One -i min, 1 3/4-In. 1 long x Inch rile. x min. Inch 12F- 2 164nch Wood crown staples In diamond pattern Wood crown staple spaced 8-Inch o.c. spaced headdie. trip nail spaced 48- head648. fi4.2 spaced 24-Inch o.c. and securing each panel lap Inch o.c. Max. One (1)14 ga. 5/84nch long T nail One ( 1) min 3/4-Inch x 1/4-Inch One (1) min.1 3/44nch long x 0.072-Inch die. x min.114-Inch 48 12F- 3 16- Inch Masonry spaced 84nch o.c. Wood crown staple spaced 84noh o.c. and securing each panel lap head die. trip nail spaced 48- 64.2 Inch o.c. ALC15001 FL121.94-R3 Page 2 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 BtMbutes that are not spedifically add(efted 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 p s Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Max Three (3) min. 314- Intl x 1/4-Inch crown. One (1) min. #8 x 1/24nch long•x 3/84nch head diameter One (1) min 3/44nch x One (1) min.1 3WInch long x 0.072-Inch dia xmin. 1/4-(nch 48 12J-1 16dnch WOOd pattern In diamond pattern Spaced 2M screw spaced 18-Inch o.c. Wood 1/4-Inch crown staple spaced 8-Inch o.c.. head dia. trip nail spaced 48- 64.2 Inch O.C. connecting soffit to J-channel Inch o.c. Approved Systems for 16-Inch overhang with F-Channel Wall Connection Eave Connection System Panel' MOP No. Width sp o Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)16 go.1/4-Inch crown x One (1)tnin. 1.76anch x 0.072-Inch diameter 16F-1 Max Masonry One (1)14 ga. 6/8-Inch long T nail Wood 1-Inch leg staples spaced max finishing nall with min. 3/16- 153.3 124nch spaced max 8-Inch o.a 4-Inch o.o. and securing each Inch head spaced panel lap 124nch ox, Max Three (3)18 go. 1/4.Inch crown x 1- One (1)1a go. 1/4-Inch crown x leg staples spaced max. One (1) min.'1.75-Inch x 0.072-Inch diameter 16P-2 124nch Wood Wood Inch leg staples in diamond pattern Wood M4-inc.. and securing eachInchoc finishing nall with min. 3/16- 53.3 16-Inch ao. panel lap Inch head spaced 124nch o.c. Max One (1) 3/84nchhead dle. nail, min. One (1) min 3/8-Inch x 3/84nch One (1) min. 1 3/4-inch long x 0.072 Inch dia. x min. 16F-3 164nch• Wood 1.25-Inch embedment spaced 24- Wood crown staple spaced 16-inch 31164ndh head dia. trim nall t25.6 Inch o.c. O.C. spaced 364noh o.c. Max. Three (3) man. 3/4-Inch x 1/4-inch One (1) min 3/4-inch x 1/4-Inch One (1) min. 1 3/4-Inch long x 0.072-Inch dia. x min. 1/4- 27 16F-4 16-Inch Wood crown staples In diamond- pattern Wood crown staple spaced 84nch o c. Inch head dia. trip nail 36.1 spaced 241nch o.c. spaced 48-inch o.c. ALC15001 FL12194-R3 Page 3 of 7 This evaluation- report is provided for State of Florida product approval under Rule 61 a20-3. The manufacturer shall notify CREEK Tschnioal 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 spedifically addressed herein. CREEK0TECHNICALSERVICES, LLC• ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 164nch overhang with F-Channel Wall Connection Eave Connection System Panel MOP No. Width Psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 1/4-Inch.crown x One (1) min. 1.75-Inch x 0.072-Inch diameter 16F-5 Max. Masonry One (1)14 ga. 5/8-Inch long T nail Wood 1-Inch leg staples spaced 4- finishing nail with min. 3/16- t43.3 164noh spaced 84noh o.c. inch o.c. and securing each Inch head spaced panel lap 164nch o.c. Three (3)18 ga.1/4-Inch crown x 1- One (1)18 go. 1/4-Inch crown x One (1) min. 1.754nch x 0.072-inch diameter t6F-6 Max.Wood 16 Inch Inch leg staples In diamond pattern Wood 1-Inch leg staples spaced hIncho.c. and securing each finishing nail with min. 3/16- 143.3 spaced 16-Inch o.c. panel lap Inch head spaced 16-Inch o.c. Approved Systems for 16-Inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate J-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max Three (3) min. 3/4-Inch x 1!4-Inch One (1) min 3/4-Inch x 1/41nch One (1) min. 1 3/4-Inch long x 0.072-Inch dla. x 23.5 18J-1 16-Inch Wood crown staples In diamond pattern spaced 24-Inch ndo.c. Wed crown staple spaced 8-Inch o:c, min. 1/4-Inch head dla. trip 31.4 nail spaced 484nch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duratlbn for which this report Is valid. This evalua0on report does not express nor imply warranty. Installation, recommended use, or other product attributes that are not spedfically addfessed herein. CREEK TECHNICAL SERVICES, LLC- ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-Inch overhang with F-Channel Well Connection Center Connection Eave Connection System Panel MOP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-Inch Nominal 1x2 crown x 1-Inch leg No.2 SYP 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 Max Inch crown x lanch rafter with one each panel lap Inch crown x1-Inch 0.072-Inch diameter 24F-1 124nch Wood leg staples in diamond pattern 1) min. 2.25- One (1) min.1.764nch Wood leg staples spaced 8- finishing nail with min. 3/164nch head spaced 801-90 spaced 164nch o.c. Inch x 7d ring shank nail x 0.072-Inch diameter Inch ox, 12-Inch o.c. 24-Inch o.c. finishing nail with min. 3116-Inch head spaced 4-tnch o.c. One (1)18 ga.1/44nch crown x 1-Inch leg Nominal 1x2 staples spaced Ono (1) min.1.5- No.ZSYP 124nch o.c. securing One (1)18 go. 1/4- One (1) min.1.75-Inch x Max. Inch x 11 go. anchored to each panel lap Inch crown x 1-Inch 0.072-Inch diameter 801 2417-2 124nch 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. 31164nch head spaced 76.6 16-Inch o.c. Inch ring shank x 0.072-Inch diameter Inch o.c. 12-Inch o.c. nail 244nch o.c. finishing nail with min. 3116-Inch head spaced 4-Inch o.c. One (1)18 ga.1/4-Inch crown x 1-Inch leg Nominal 1x2 staples spaced No.2 SYP 12-Inch o.c. securing One (1)18 go. 1/4 One (1) min. 1.75-Inch x Max. One (1)14 go. 5/8- anchored to each panel lap Inch crown x 1-Inch 0.07 24nch diameter 801 24F-3 124nch Masonry Inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 spaced 8-Inch o.c. 1) 7d x.2.25- One (1) min.1.75-Inch Inch ox. 3/1.64nch head spaced Inch ring shank x 0.072-Inch diameter 12-Inch o.c. nail 241nch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. ALC15001 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 dUratlon for which this report Is valid. This evaluation report does not express nor Imply warranty~ Installation, recommended use, or other product attributes that are not spedllcally addressed herein. CREEK TECHNICAL SERVICES, LLC• ALUMINUM COILS, INC Soffits Appendix A A 'proved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP NO. width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 go.1/41nch Nominal 1x2NNorm crown x 1-Inch leg Three (3)18 ge.1/4- SYP anchored to staples spaced 12-Inch o.c, securing One (1)18 ga.'1/4- One (1) min. 1.75-Inch x Max. Inch crown x 14nch rafter with one each panel lap Inch crown x 1-Inch 0.072-Inch diameter 24F 18-Inch Wood leg eleples in 1) min. 2.26- Wood leg staples spaced 8- finishing nail with min. 801.60 diamond pattern Inch x 7d ring One (1) min. 1.T5-Inch Inch o.c. and securing 3/164nch head spaced spaced 164nch o.c. shank Hall 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 41nch o.c. One (1)18 ga.1/44nch crown x 14nch leg Nominal 1x2 staples spaced One (1)min.1.6- No.2 SYP 124nch 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 0.0724nch diameter 24F-6 16 Inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 80E-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-Inch Inch o.c. and securing 3116-Inoh head spaced 164nch o.c. Inch ring shank x 0.072-Inch diameter each panel lap 1e-Inch o.c. nail 244nch o.c. finishing nail with min. 3/16-Inch head spaced 4dnoh o.c: One (1)18 ga.1/41nch crown x 1-indh leg Nominal 1x2 staples spaced No.2 SYP 12-Inch o.c. securing One (1)18 ga. 1/4 One (1) min,1.75-Inch x One (1)14 ga. 5/8- anchored to each panel lap Inch crown x 1-Inch 0.072-Inch diameter 24F-6 164nch Masonry Inch long Tnall rafter with one Wood leg staples spaced 8- finishing mail with min. 801-60 spaced,84nch o.c. 1) 7d x 2.25- One (1) min.1.75-Inch Inch o.c. and securing 31164noh head spaced Inch ring. shank x 0.072-Inch•dlameter each panel lap 16-Inch o.c. nail 244nch o.c. finishing nail with min. 3/16-Inch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes 1hroughoot 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 speclfloally addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A A proved Systems. for 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MOP Na. Width p s Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. 2 nch x 7d bne (1)16 ga.1144nch Nominal 1 x2 Not SYP Three (3)18 ringshashankHell stralght- naffed through crown x 14nch leg staples spaced securingOne (1) min.1.76-Inch anchored to ga.1/4-Inch crown the.rafter Into the and 124nch o.c. each penal lap One 1 18 a y.- gfi 0.072-Inch diameter 2q,} 1 Max. rafter with one x 1-Inch leg of the batten or two (2) Wood Inch crown x 1-Inch finishing Hall with min. t60 124nch 1) min. 2.25- staples in diamond min. 2.25-Inch x 7d One (1) min.1.751nch leg staples spaced 3/164nch head spaced Inch x.7d ring pattern spaced 16- Inch ring shank'rlalls toe- naffedoneithersideof x 0.072-Inch diameter 84nch o.c. 12- Inch o.c. shank nail 24- Inch o.c: o. c. the batten at each finishing nail with min. 3f16- Inch bead spaced battenlrefter 44nch o.c. Intersection. Max. rafter spacing is 244nch o o. Nominal 1 x2 No.2 SYP scabbed between rafters with one (1) min. 2.26rinch x 7d One (1)18 ga.1/41nch Nominal 1 x2 No. 2 SYP Three (3)18 ring shank call etralght- nalled thtugh crown x 1-Inch leg staples aced PPOne (1)18 ga. /.- One (1) min. 1.75-Irfch anchored to ge.1/41nch crown the rafter into the end 12•e ch pa securing each panel lap Inch crown x 1-Inch x 0.072-Inch diameter 24J- 2 Max rafter with one x 1-Inch leg of the batten or two (2) Wood le staples aced 9PPfinishing nail with min. 153.3 164nch. 1) min. 2.25- staples in diamond min. 2.264ach x 7d one (t) mip. 1.754nch 84nch o.c. and 3/16-Inch head spaced Inch x 7d ring pattern spaced 16- ring shank nails toe- bneithersloeof x 0.072-Inch diameter securing each. panel 16-Inch o.c. shank nail Inch ox, naffed the batten at each Finishing nail with min lap 244nch o.c. bettentrafter 31164nch head spaced Intersection. Max. 44nch o.c. latter spacing Is 244nch o.c. ALC15001 FL12194-R3 Page 7 of 7 This evaluation report Is provided fof 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 Itltributes that are not specdfically addressed herein. SCREEKTECHNICAL'. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional Installation details of a selected system and maximum design pressures limitations. SystAm No. I Instbilbtlon Dtltall 12F-1 & 12F-3 14in. 9{0••head 81a. nail with min. lWq angagepient(!or wood substrate) or min.. 0-097° dia. T-nail or stub nail with pain, $7-Q0 9nga9ehantUor concrete or block substrate), ppaead as noted above. ASCIA .SLIP BOARD ASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Hood, cunc-_^- or Black 1V FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER W PIECE. ALC16001 FL12194-R3 Page 1 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 ate not spedfically addressed herein. CREEK TECHNICAL SERVICES, LLC Sy9tem No. I Installation Detail 12F-2 3/4" X 1/4" \ CROWN STAPLES' USING A DIAMOND PATTERN I F" CHANNEL CAN BE INSTALLED WITH TFIE NAILING FLANGE UP OR DOWN WOOD SUBSTRATE ALUMINUM COILS, INC soffits Appendix B OPEN FTER aT SOFFIT STAPLE FA DIAMOND PATTERN DETAIL FACIA BOARD CAP 3/4- X 1/4- CROWN STAPLE "8. ON CENTER 1-3/.4" TRIM NAZI PAINTED S.S. 48- O.C. SOFFIT -mom• is -inch open 1-3/4-'TRIM NAILI FACIA BOARD PAINTED S.S. /r FASCIA CAP 3/4-.X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report Is provided for State of f9odda product approval under Rule 81G20-3. 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 speblfically addeessed herein. FLEM SCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i OPEN RAFTER '-- T = SOFFIT STAPLE olsr i j DIAMOND PATTERN FACIA BOARD ; [Ir NETVECN i DETAIL X 4- CROWN STAPLE '24' — 3/4 1/ ON CENTER USING A DIAMOND PATTERN FASCIA CAP 42J-1 3/4- X 1/4' CROWN 1-3/4- TRIM NAIL FACIA BOARD STAPLE 'B' ON CENTER PAINTED S.S. CHANNEL 1-3/4- TRIM NAIL 1121acrod to ahead PAINTED S.S. 48' aibhona(l) :irs x O C FASCIA CAP diameter x r s• head dSameter screw, 3/ 4' X 1/4' is• o.b. CROWN STAPLE SOFFIT — max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC16001 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 produol attributes that are not spedfIcally addfessed herein. FM CREEK 0 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installatlbn ©ehIll 1'1' TRIM NAP .,—FASCIA BOARD PAINTED 55. FASCIA CAP SOFHT CROWN STAPLE OPEN RAFTER FASCIA BOARD MAAS/E'1•IUE 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FAsaA CAPI REFER TO SOFFIT & FASCIA BETA& f' CHANNEL ' SOFFITI HM- Ir SPAN MASONR SUBSTRATE ALC15001 FL12194-R3 Page 4 of 12 Thls•evaluatlon 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 dhanges'throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not spebifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation D'etall Hirt. 3/8" head die. na#1 with win. 191 engagetaent(for wood vu'tretrats) or min. 0.097" dia. T-nail or stub grail with min. 5/•8"• engagementigor opnorete or block sripebrateJ , aphbefl as noted ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I 1 11 \—"Fe CHANNEL Wood, Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 11. 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4 r, PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE af1L ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL12194-R3 Page 5 of*12 This evaluation. report Is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assuranoe 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 spedfically addressed herein. CREEK TECHNICAL SERVICES, LLC 16F-4 No. I Installation Detail 3/4' X 1 /..4- ---. CROWN STAPLES USING• A DIAMOND PATTERN I F' CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN SUODBS AYE' ALUMINUM COILS, INC Soffits Appendix 13 1 ' 3/ ' 1 SOFFIT STAPLE OPEN RAFTER ; DIAMOND. PATTERN I 1 I 1 DETAIL 2TANti // 1 FACIA BOARD ` , CAP 3/4- X 1/4' CROWN STAPLE 'B- ON CENTER 1-3/4- TRIM NAZI PAINTED S.S. 413.' O.C. SOFFIT -max.. 16-inch span 1-3/4' TRIM NAIL I FACIA BOARD - PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12184-R3 Page 6 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurence obanges'throughout the. dlrratlon 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 spetdfically addressed herein. rMEM GRFEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B ten) No. Instdilation Detail I I' TRIM NAIL lo FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD r• MOWN STAPLES SOFFIT & FASCIA usnla.A olAnoNo DETAIL PA77ERN, REFER TO 16F-2 & SOFFIT STAPLE \ 16F-6 DIAMOND PATTERN DETAIL FASCIA REFER / \ TO SOFFITIT & 1 FASCIA . DETAIL F' CHANNEL I 9/9' SOFFIT, MAX. 16' I SPAN WOOD \ / SUBS7RAT& SOFFIT 'STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page T of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the ClUratlon for which this report Is valid'. This -evaluation report does not -express nor imply warranty, Instalration, recommended use, or other product attributes that are not spedfically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B SysWm No. Installation Detail OPEN RAPIER Dlsr Ve_ SOFFIT STAPLE I DIAMOND PATTERN I I ET FACIA BOARD ` ' rr wa l D AIL iTM1.[S / 3/4" X 1/4' CROWN STAPLE '24' ON CENTER USING •A DIAMOND PATTERN FASCIA CAP 16J-1 3/4' X 1/4' CROWN FACIA BOARD STAPLE "B" ON CENTER- 1-3/4' TRIM NAIL CHANNEL 1-3/4' TRIM NN PAINTED S.S. PAINTED S.S. 48" FASCIA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFW—ma r. 16-inch span. SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC18001 FL12194-R3 Page 8 of12 This evaluation report Is provided for State of Florida product approval under Rule, 61020-3. The manufacturer shall ntltify CREEK Technical Services, LLC of any product changes or quality assurance changee'thmughout the dbratlon for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other produot 8ltdbutes that are not specifically addressed herein. SCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B SysWM No. IhslAllatlbh' Detail 1 I' TRIM HA0. FASCIA BOARD PANTED SS. Tel' CROWN FASCUc CAP STTAPLES SOFFIT USWO A DUHONO PA77EyNi REFER TO SOffR STAPLE 1'e4' CROWN STAPLE DIAMOND PATTERN DETAL 1 l' TRIM NAL FASCIA BOARD PAWTEO SS. SOFFIT 8 FASCIA DETAIL 24F-1 & 24F-4 rq' CROWN STAPLE FASCIA GP, REFER TO SOFFIT i FASCIA / \ OETA0. Realm t rat' SYt I j jB'1 Baltan Anrherad le SOFFlTi MAx. 24' 1 F- CHANNEL Rafters vlth one 7d Ring Shank Nan at I every Better W000 SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15OO1 FL12194-R3 Page 9 of 12 This evaluation report Is provided for State of Florida product approval under RLIle 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL.SERVICES,. LLC ALUMINUM COILS, INC Soffits Appendix B Sydtarp No. Installation Detail I i' TRIM HA0. ,-FASCIA BOARD PAINTED S.S. 14' SMOOTH SHANK ROOF HAILS FA$Crk CAP SOFFIT CROWN STAPLE 1 i' TRM NA0. FASCIA BOARD PARITEO SS. SOFFIT FASCIA DETAIL 24F-2 & 24F-5 I-,4' CROWN STAPLE FASCIA CAP, REFER TO SOFFIT L FASCIA OETAL Nominal I'at' SYP Batten Amborod to SOFFIU MAX. 2V F-CHAHHEL gaiters with one 74 Ring Shank Nan at ovary Rafter ' M00D SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report Is provided for State of Florida product approval under Rule e1C320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the ClUratibn 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 speblflcally addtessed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 i' TM NAIL FASM BOARD PANTEO S.S. R.DA (' T-MAILS FASCrA CAP SOFFIT 1-e!' CROWN STAPLE 1;' TRO1 NA0. FASCIA BOARD PANTED S.S. L SOFFIT & FASCIA DETAIL 24F-3 & 24F'6 rat' CROWN STAPLE FASCIA CAP$ REFER TO SOFFIT & FASCIA DETAIL Nosdnal 1-11- SYP Batten Anchored to SOFFIT, MAX. 24' F-CHANNEL Rafters with an Id Ring Shank NSA at every Roller MASONRY ALC15001 FL12194,R3 Page II of12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality essuranoe changes throughout the duration for which this report Is valid. This. evaluation report does not express nor Imply warranty, installation, recommended use, or other produot attributes that are not spedifically addressed herein. CREEK0TECHNICAL. SERVICES/ LLC ALUMINUM COILS, INC Soffits Appendix B S Stem No. Installation Detail 111 TROT NAIL FASCIA BOARD PARITEO SS. CROWN "CIA CAP STAPLES SOFFn USING A OUIMORO PATTERNf REFER TO CANTILEVERED• 1'x' CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN JrDETAIL FASCIA BOARD SOFFIT & FASCIA t P TRRI NAL DETAIL, PAINTED SS. 24J-1 & Tat' CROWN STAPLE 24J-2 FASCIA CAP; TO SOFFIT L FASCIA NaiMal 1• a r 6YP battensOETAR. stabbed baMnan nMn and SOFF91 MAX. 216- ( 3/8_1cxANNa . roughwAnd witthe ane t n Td nn I = thank hag aUalOh4ne0ed off the rarta"( 7 and / W000 SUBSTRATE of S nk nor hao (2)Td / dnp stunk nags 10a•na0ed on eRher aide of On ballern at the baU~er SOFFIT STAPLE DIAMOND PATTERN 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 orqualityassuranceohanges'throughout the duratlon for which this report Is valid. This evaluation report does not express nor imply warranty. Installation, recommended use, or other product attributes that are nbt specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding In accordance with Section 1609.1 of the FBC and ASCE 7-10 under.the following provisions: 1. Wind speeds for risk category I, it. III, and IV buildings shall be as defined In Section 1609•of the FBC. 2. Exposure B, C, and D shall be'as defined In section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits With a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 104e or less. 5. Topographic factors such as escarpmenW or hills have been excluded from the analysis. 6. Wind dirbclionality factor, Kd - 0.85 7'. VWi Is -shown In the tables below. Design pressures are multiplied by 0.6 In accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension's"•shall be 10% of the least horizontal dimension or (0.4 x Meant Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualitya$surenoe •ehanges'throughout the duration for which this report is valid. This• evaluation report does not express nor Imply warranty, installallon, recommended use, or other product attributes that are not specifically addressed herein. SCREEKTECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C O.esl n Wlrid'P,essures:fo Soffits Ini.Ex osuretB'. •.;' iBuildingi Type.:„ Zone Mean' : =; Roof ' Hel ht• ft • a . ...... . :: ..:... •-Basle Wlnd:S bed' m h . .. . 1.20 1.30: 1.40'... 1:50: 160 17 " 180 . 190• 200 • • Eficlosed 4 20 16.9 9. 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 8.3 1.5 2 .9 8. • 32.5 36.7 4 .2 1 45.9 50-8 50 19.5 22.9 26.5 30:5 34.7 39.1 43.9 48.9 54.1 80 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20, 24.4 28.3 32.5 37.0 41 7 46.8 52.1 57.8 25 2011 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 128.3 32.5 37.0 41.7 46.6 52.1 57.8 4 22.6 26.5 30. 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 7,6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Eoolosod. 4 20 10.0 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 2 .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 Loads) 5 20 10.6 12.7 14.7 111.9 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 1.7 24.3 27. 30.0 40 11.7 13.8 16.0 10.3 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 1 17.8 1 20.5 1 23.3 1 •26.3 29.5 32.9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3- The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance dhanges throughout the dllra0on for which this report Is valid This evaluation report does not express nor Imply warranty, installation, recommended use, or other product h1trlbutes that are nbt spedifically addteesed herein. SCREEKTEQHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desl n•W, ,,Ind Pressures f&iSoffits in: Ex osure+C - Mean:: gliildiiag' , Type . 1.' Zone-...•: ; Rdof"" ;. Hel ht ft , Basic`WIad:S' eed m h 120'. > :• 130:'' ::: 140 150 60 :..:: 17.0 180: • 1.90 :. 200.'' .. Enclosed 4 20 2. '.7 5.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4• 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 3 .1 44. 50. 56.3 62.7 169.5 50 26.2 30. 35.7 41. 46.6 5 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 Load's) 2 6.7 314 36.4 41.8 47 5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.6 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58. 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 5 .9 62.0 69.5 77.5 485.8 50 2.4 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 Enofosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 1 T.7 20,6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 1 .8 19.7 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 Positive Loads) 5 20 13.9 16.3 181.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 1 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.0 26.9 30.3 1 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8- 42.1 46. 60 1 17.4 1 20.5 1 23.7 1 27.2 31.0 35.0 39.2 1 43.7 1 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Rule- 61620-3. 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, Instalte0on, recommended use, or other product attributes that are not spedl0cally eddrebsed her6in. CREEK TECHNICAL -SERVICES, LLC ALUMINUM COILS, ING Soffits Appendix C r..• -: '• Desi mWlndtPressures•for.Soffits;In;Ex osure D.. Buildlrjg t Zone . Mean:.:. Roof' Height ft h Basic Wind;S eed- mph) •.. 1.20 .: : 130: ':.. 140 _ ..: 150:...- 160'• ` • ' 17.0 . 160 r 190:..., 200 Enclosed 4 20 2Q.0 30.5 35.4 40.6 46.2 52.2 56.5 65.2 72.2 25 27 0 31. 36. 421 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 62. 58 9 66A 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40,4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51-4 58.9 67.1 1 -75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8• 69,2 78.1 87.6 97.6 108.1 Enclosed 4 0 16.7 19.5 22.7 26.0 29.6• 33.4 37,5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 • 48:0 3 17. 21. 24.3 27.9 8 5.9 40.2 44,8 49.7 40 18.8 221 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 1 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1• Positive Loads), 5 0 16.7 1 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 221 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 1 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 1 27.5 1 31.6 35.9 40.5 1 45.4 1 50.6 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florlda product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duratibn 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. SCREEKTrn.cmiCAL SERVICES, LLC 318" F-Channel 3/8" 3/8"'J-Channel 3/4" --- 1/8" HEM T 318' 140METRIC VIEW 3/E" PROFILE ISOMETRIC VIEW 3/1" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report Is provided for State df Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance 6hanges'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. SCREEKTECHNICALSERVICES, LLC Fascia 3/4"' 7/8" 1 1/8" HEM T 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix 0 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report Is providbd for State of Florida product approval under Rule 51620-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance ohanges lhwughout the, dbration for whloh this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other prodOct atbibutes that are not spedlically aftessed herein. CREEK TECHNICAL. SERVICES, LLC 16" Q4 Soffit Q! M AA: BLANK 3 ,/ 9 OROFILE dtia.aaa oaoa aaaaa0 aaoaa aaaoaa b aaaaa glsr gUtpin PATFE101f n s'.0 t 0VVVG FORMED IN SAME DU1E0110N /S RIBS) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 3 of 4 This evaluation report Is provided for Slate of Florida product approval render Wile 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 spebiflcally addressed herein. SCREEKTECHNICALSERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" L 3 1/8" 5/16" 1/2" IItr 3/8" 26 TTP. 0.126 TW. 13.75" BLANK 318" PROFILE W I 11111 11111 ALUMINUM COILS, INC Soffits Appendix D 000000 o000 b a0000•o • 00000 - vnev rnnav varlFau rnni.cr st IOVVENi FON 0'A IN SWE OUIECIION AS M65) END OF REPORT ALCIG001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 01 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality a$suranoe sbanges throughout thw dbratlon for which this report is valid. Thls evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not spedlically addreased herein. 3/2/2018 Florida Building Code Online 6_0" RegulationProfessional Bcls Home I Log In I use, Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BUS Site Map I Links I Search F orida1040% YdD P uApproval USER: Public UserO x= R Product Approval Menu > Product or Apnliratlon Search > Application List Search Criteria 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 JGO rR FL* UPS Manufacturer Validated By Status FL5444-1132 Revision CertalnTeed Corporation -Roofing John W. Knezevich, PE Approved Hi pry, Category: Roofing 954) 772-6224 Subcategory: Asphalt Shingles FL5444-R13 Revision Certainreed Corporation -Roofing John W. Knezevich, PE Pending FBC Approval Category: Roofing 954) 772-6224 Subcategory: Asphalt Shingles ApproveD Dy Worn. r,pprovaa Dy Worn > 011 We —W-1 1.11 •-- r ... • ...- Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Convrlaht 2007-2013 5tate of FIo11da.:: Prlva9 Statement :: Accessiblllty. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.2395. *Pursuant to Section 455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: CENOZ9121 Credit Card Safe https:/ Moddabuilding. org/pr/pr_appjst.aspx 1/1 3/2/2018 Florida Building Code Online Professional rgrla, BCIS Home I Log In I User Registratlon I Hot Topics Submit Surcharge Stats & Facts I Publications I FBC Staff I BCIS Site Map I Unks Search dDnda YProduct ApprovalcobI USER: Public User Product Aoeroval Menu > Product or AoollcaUon Search > Aonllca[lon Llst > Application Detail FL # FL5444-R12 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 Harper mark.d.harner@saint-gobain.com Technical Representative Mark D. Harper Address/Phone/Email 18 Moores Road Malvern, PA 19355 610)651-5847 Ma&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 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL5444 R COI 2017 COI Nieminen.Ddf Standard Year ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2011 Sections from the Code https:lffioddabuilding.org/prlpiapp_dtl.aspx?param=wGEVXQwtDgtahlgO7CSsoycOrl28CcpCm5j9JS30sk4S7sljNdlwNga/o3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 09/07/2017 09/12/2017 09/15/2017 12/12/2017 01/24/2018 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural asphalt roof shingles Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use Installation Instructions FL5444 R12_II_2017 Q)_FJ AA4_ER CERTAINTEED ASPHALT SHINGLES_FL5444-R12.Ddf Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Evaluation Reports FL5444_RI22-69—0217Q)_FINAL ER CERTAINTEED ASPHALT FL5444-R12.DdfSHINGLES Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. rMyd9ht 2007-2013 State of Florida.:: Prlvacv Statement :: Accessibility Statement :: Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish 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: o® Credit Card Safe https:l floridabuilding.org/pr/pr app_Itl.aspx?param=wGEVXQvADgtahlgO7CSsoycOd28CcpCm5j9JS30sk4S7sijNdlwNga/o3da/a3d 2/2 S Hi y G LDS EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT##13QOTRINIWIERDOXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 3532.09.05-R11 FL5444-R10 20 Moores Road Date of Issuance: 09/22/2005 Malvern, PA 19355 Revision 11:12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use ofconstructionmaterialsintheStateofFlorida. The documentation submitted has been reviewed by Robert Nieminen, P.E. foruseoftheproductundertheFloridaBuildingCodeandFloridaBuildingCode, Residential Volume. The products describedhereinhavebeenevaluatedforcompliancewiththe5`b Edition (Z014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LASEUNG: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of thisEvaluationReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT. The Evaluation Report number preceded by the words "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: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 32. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The faabn0e seal appearing was authorized by Robert Mernlnen, PE on JZIGB DIL This does not serve as an electronically signed doaiment. Signed sealed hardmples ha- beentransmttted to the Product Approval Administrator and to the named Client CERTIFICATION OF INDEPENDENCE 1. Trinity) ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTP.-INITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5t' Edition (2014) Florida Building Code and 5`" Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 2009 1507.2.5, R905.2.4 Physical Properties ASTM D3462 ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM Class H 2O08 1507.2.7.1, R905.2.6.1 Wind Resistance M58, 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 11/23/1999 UL (TST 1740) ASTM D3161 99NK26506 03CA12702 05/27/2003 UL (TST 1740) UL (TST 1740) ASTM D3161 ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 05/ 24/2004 UL ( TST 1740) ASTM D3161 04CA11329 04CA32986 12/03/2004 UL ( TST 1740) UL ( TST 1740) ASTM D3161 ASTM D3161 05NK07049 D4/15/2005 UL ( TST 1740) ASTM D3161 OSNK16778 05/12/2005 05/ 12/2005 UL( TST 1740) ASTM D3161 05CA16778 OSNK14836 05/22/2005 UL( TST 1740) UL ( TST 1740) ASTM D3161 ASTM D3161 OSNK22800 06/22/2005 UL ( TST 1740) ASTM D3462 R684 09/21/2005 06/ 28/2006 UL ( TST 1740) ASRdI D7158 OSNK08037 09CA28873 07/23/2009 UL( TST 1740) ASTM D3161 & D3462 10CA41303 10/07/2010 UL ( TST 1740) UL ( TST 1740) ASTM D3462 ASTM D3161 JOCA41303 10/08/2010 UL ( TST 1740) ASTM D7158 10CA41303 10/27/2010 11/ 11/2010 UL ( TST 1740) ASTM D3161 & D3462 10CA44960 11/ 21/2013 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 04/ 22/2014 UL LLC M 9628) ASTM D3161, D3462 TFWZR684 04/ 22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 09/ 16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 02/ 12/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 12/ 16/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 02/ 09/2016 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 10/ 26/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 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 M 9628) ASTM D3161 4787380357 Service Confirmation Exp. 07/03/2017 UL LLC (QUA 9625) Quality Control Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11 G rq/IooOe oJAurhortratlon i9503 FDC NON-HVHZ EVAWATION FL5444-R10 Revision 21:12108/2016 Page 2 of 12 QOTRINITYIERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT'" 25, XT"' 30 and XT'" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shangle®, Grand Manor Shangle*, LandmarkT", Landmark'" IR, Landmark"' Pro, Landmark'" Premium, Landmark' TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TV" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras'", Highland Slate' and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot"' 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 Ridge'", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. UMITATIONS: 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 Ere Classification is not part of this Evaluation Report, refer to current Approved Roofing Materials Directory for fire ratings of this product 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to Vw = 150 mph (V„t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V,d =150 mph (V„a =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 Solaris) exceeds the calculated uplift force (FT) at a maximum design wind speed of Vw = 150 mph (V„ It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code forinstallationintheseconditionsusingtheinstallationproceduresdetailedinthisEvaluationReportand CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, LLG Evaluation Report 353LO9.05-Rll FBC NON-HVFIZ EVAUJATION Fl5 o oote ofAuthoritatlon #9503 1 Revision 1],:12/08/20OS/2D16 Page 3 of 32 QOTRINITYIERD A INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance• with manufacturers 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 171720—, XTTM 25, XTr- 30, XT"'' 30 IR: EHGUSH tz' 12" 12" t3ffirnrn) W5 mn PM5mm) Sealant 1"(25mm)_ 5 s/e" (145 m METRIC 131/s" 1"(25 mm) S lan1 1"(25 M)wj 6r. Figrve11I assjournaarfor-ayjaasbM& STEEP SLOPE Use four nails and six spots of asphalt roofing cement• for were lull shingle (Figwe 11-4). Asphalt roofing cement meeting AM D4586 type II!s suggested. C 1-C, Is 1- THoofing cmnenl Apply 1" (25 mn) spots of asphafi roofing tenant under mch lab corner. Ftgw9 if-t rlsafonrna& andsts spots gfaspbacsma I on sW sbprs Ckmolt Baesslve use of roofing cement can rase shingles to bfistez 6.4.1 Hip & Ridge for CT20TM XT" 25, XT" 30, XT1" 30 IR: Cut Shingles 25 mn>I- t7 11 i ItlJ 305h" Shingle Shingle Sbievngle ftbvi 1124 ad tab; sG un c* 8 dftansim FVW 11-Z 1nsAr&n= of caps aWW the bp and rf4?m 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1TM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. CergJiimtr dAuthorhatlon #9503 FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.0-1111 FL5444-R10 ' Revision 11-. WO A016 Page 4 at 12 6.5 6.5.1 ARCAMA'": LOW AND STANDARD SLOPE Use SIX nails for every full shbWe located as sbown below. rlaMl rasoou Mum w—e raum , pigure2. use six nails for ¢eery fall shingle. QOTRINITYIERD STEEP SLOPE Use sfX nails and FOUR spots of aspbah roofing cement for every fill shingle as sbM bdoa: Apply aVbah roofing cement 1'(25 mm) from edge of shingle. Asphalt roofing cement meeting AsfM D 4586 Type 11 Is suggested. rosonu ras®d-- Figure3: Dse sLr nails and four spots of asphait roofing cement on ataep s4es. Hit) & Ridge for Arcadia"': Cedar Crest'", Cedar Crestm IR Use two (2), minimum 1Y.4nch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring 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 "Sonolastic® NP1` adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line %to 14nch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tabsidesintotheadhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Evaluation Report 3532A9.05-R31 Exterior Research and Design, LLG FDC NON-HVHZ EVALUATION FL5444-RZO eervtpcoofAuttrortradOn 09503 Revision 11:1Z/08/2016 Page 5 of 12 6.6 I BELMONT44: Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located as shown below. QOTRINITYIERD 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 D45B6 Type II is suggested. T Barye;pe (MD®a t • I J •'' r1' (r m = O R, Rned 6.6.1 Hip & Ridge for BelmontTM: 6.6.1.1 Option 1: Refer to instructions herein for Cedar CrestTM, Cedar CrestTM IR hip and ridge shingles. 6.6.1.2 option 2: Shanglee Ridge 12' Remove This Tape 18 Exposure Remove tape from the right side 8' and fasten SECOND Fasten the I 1 left side 85/8 RIGHT FIRST LEFT Figure 17-1.9buWffahm ofSbar*O Ridge sbhigles Figure 17--19- Sbangle• Ridge: on bips and ridge& 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastice NPiTM" adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Evaluation Report 3532.09.05-Rll Exterior Research and Design, U.C. FBC NON-HVHZ EVALUATION FL5444-R10 Cerw-ft ofAutharkatlon #9503 Revision M W08/2016 Page 6 of 32 6.7 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANGLE®: LOW AND STANDARD SLOPE Use five nails for every full Sbaagle. 1- 1. S mn) in mm) Sir ) 16 mm) Figure 17-¢ Use firs nallsforewyfid GmndAlanorSbaaglr; Carriagellousesbaaglq orCeatenakl5ble- V TRINITY I ERD STEEP SLOPE use seven nails and three spots of asphah roorwg cement for every fun Gmtd Manor Shangle. use five nails and three spots of asphalt roofing cement for every bu Caaiage house Shangle and Centennial Slue. Apply asphalt roofing cement V (25 mm) from edge of shingle Flguro 17-3). Aspbalt roormg cement meeting Am D45861* U is Suggested. 16 i Figure 175: tt4sn iasl ft Grand dlanor Adaagla on sfe* $f*PM uraserao nallrand tbrerspols ofasp6a11 roofing oanenl- 6.7.1 Hit) & Ridge for Carriase House Shand& and Grand Manor Shangle: Refer to instructions herein for Shanglem Ridge hip and ridge shingles 6.8 LANDMARK-, LANDMARKY" IR, LANDMARK'" PRO, LANDMARK"'' PREMIUM, L.ANDMARK7°' TL, LANDMARK*" SOIARISj LANDMARKT" SOLARIS IR, NORTHGATE: LANDMARK TL LOW AND STANDARD SLOPE METRIC DIMENSIONS 1r 143H- 1r 305 mm 375 mm 30S ramH 1 7 (25 ram) Release Tape 1' (25 mm)'"1 11It'- L Nailable Area NorthGate: WIDE i — ps nan) -- f - vin mm) Figure134 tlseforv".&Jb"-Iyfuff.111, tr IA ®) psalm) upi- nasve t In ilonana lft Ran W MfWlogandWWAVd$bpa(6-k12m21.12) WbehW nlM&truer Ines ra simebove. Evaluation Report 3532-09.05-Rll Exterior Research and Design, LLC. FBC NON-HVHZ EVPAWA710N FL5444- RID U rcotr oJAuthorlratlon a9503 Revision 11:12/09/2016 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle See below Asphalt roofing cement should meet AS AI D4586 Type 11. ,Apply 1" spots of asphalt roofing cement unde each comer and at about 12" to 13' in from each edge. METRIC DIMENSIONS 12" 143/4" —12 305 mm) (3I5 mm) (305 mm) mm) I+ 00easeTape 1"( I 25 mm) "---- Roofing Cement t25 mrt QOTRINITYIERD LANDMARK 11 13" 131/2" I (343 MM) (330 mm) (343 mm) 1--l"(25 mm) 1"(25 I Mm IMR. M P1, //rj = 1: IV, Figure 13-5: Useslxnags andjbur *ots of aspbalbwfing cW=t on steep slopes NorthGate: CTLCD 1M 14t4141 12, Nailing area for Steep slopes {greater than 21:12) and °Stomt-Nailing" Nall between bm 2 nal Ones as shown above. 6.8.1 Hip & Ridge for landmark', Landmark' IR Landmark"' Pro LandmarkTM Premium Landmark' TL Landmark" Solaris Landmark' Solaris IR. NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory it 97mm) 050mm) 050mm) I Notch for Centuing 12' NoWmiorAggnmerdtfo T W Top Edge Otte PM*W offin LKLLL/ I Capfor5, ( 125nm) Exptrstn English Dimealoa Shadow Ridge"' Exterior Research and Design, I.I.C.Cert( aft ofAuthadradon iN503 FBC NON44VHZ EVALUATION 4i5m) ( 12m 5 125m) ( m) t Notch for Centering 131/ 4' 1 ) NotchesforAlignmendm the Top Edge of the Pre*us 75A. 196mn Capbr55, T( 141mm)6cp = Metric Dimension Shadow Ridge" Evaluation Report 3532-09.05-Rll FL5444-R10 Revision 31: 12/08/2016 Page 8 of 12 6.8.1.2 6.8.1.3 927fr 250 A 15t16 (tY5 mm) Cmfer' p N.10 IS 1/4' t"1°) ` AUgathese T r000 to { 194naa} NorthGate Ridge QOTRINITYIERD 1318° Centeiing 13 1/4' R Notch 337 MM) `AUgn these 7 5V notches to top (194 mm) edge of revious course NorthGate Accessory Fig=13-. ate bytngnokhea to owkter sbb& on UPF and ddffl:; d ab boatel theconvaWoouue For ASTM D3161, Class F performance use BASF "Sonolastic® NP1TM" adhesive or Henkel Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. O t ion Z: Refer to instructions herein for Cedar Crest"', Cedar Crestm IR hip and ridge shingles. PLO Evaluation Report 3537-09.Os-R31 Exterior Research and Design,LLC. FL5444-R10 Cotp aft ofAutborbudOn 09503 FBC NON-HvHZ EVAWATION Revision U:12/08/Z016 Page 9 of 12 QOTRINITYIERD 6.9 PRESIDENTIAL SHAKE, PRESIDENTIAL SHAKE" IR, PRESIDENTIAL SHAKE TU PRESIDENTIAL SOLARIS"': LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential s*gte as sbown below. NaDlary 40— Guide lines (1016MM) 51i4' 133 mm) 141IA" 11 rI 33 rmn) (36Z mini NOTE Apply nails on painted guideline. STEEP SLOPE: For steep slopes, use nine nails for earl fall presidential shingle and apply 1' limn spots of asphalt roo9gq cement under each shingle tab. Alien applying 5 mailsin belweea the nailing golde lines, apply 4 nails 1' above lab cutouts maldog certain tabs of overlpl; shingle cover nails 1' diameter asphalt rooting cement Figure / 6d• FaAm. rrgPmsidenAa mid Prrsidwffd TL Sbals sbingks on kw mrd dfmsdmdslopes Figure 16-7.• FruforigPre OMfid mid P7&1denfial l/L Sbaba sbhr& on slfaep *P- 6. 9.1 Hip & Rid a for Presidential ShakeTM Presidential Shake* IR Presidential Shake TV" Presidential Solarisl: 6. 9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY presidential accessory shingles can be used for covering lips and ridges. Apply shingles up to the rldge (expose no more than 7' from the bottom edge of the "tooth." Fasten each accessory Ndth two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4- into the deck or compleWy through the deck. Presidential accessory comes in two different sizes Accessory produced In Birmingham, - AL Is 12, x 12'; Portland, OR produces 97/V z 131/4' accessory. 6. 9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® Nn— adhesive or Henkel "Plm Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6. 9.1.3 Option 2: Refer to instructions herein for Cedar Crest"', Cedar CrestTM IR hip and ridge shingles. 6. 10 1 HATTERASy": LOYIL STA WW AND ST V SLOPE rem73• 1 rawfq man—SbAws, as Lamaadsbandmdsoper For in nod aandard slopes, use 11M W& for eub hl BMW dabble as d wn bum stlwe 13•t raama rmm rilaQla es srerp*per For steep slope, use Drs a* and *k spins of aspla4 molog cemcm for cub W ilaanms shio* as sboan chose Ap* I' t carder ub im p duo Omt esp= -- I CAUTION: Too much rooD% mkm em aose ddnSles to bDam Evaluation Report 3532.09.05-R.0 Exterior Research and Design, LLG • FL5444-R10 CaVcate Of Aurhortration #9503 • FBC NON-HVHZ EVALUATION' 11:12/O8/2016 Page 10 of 12 I TRINITi I ERD 6.10.1 Hip & Ridge for Hatterasf: 6.10.1.1 option 1: Accessory for Hatteras Figum 15=14 18 tbre3-place units` separate to make 54 Halter4s6c-essory sbMgk 6.10.1.2 r0 tpion-2: I (230 mm)I Ca Shingle Cut Hatteras Shingles 46 203 rtunlr— _ : ; • `2s` 460 mm) cap Ca g3{• \ Shingle Shingle Shingle Figure /5--20- Cutlfatteras sbingles to make coin COP Figwe JS lnstaUatfon bf caps aTonAb/ps a»d rid t 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1”' adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE-, HIGHLAND SLATE- IR: LOW ABU STANDARD SLOPE STEEP SLOPE use FM oails wd BIGI>Q'spots of asphalt roofing cement- tau each a r ;amp F„r;;;hill Moland Sinle sblogIM For h8aml-Dade, SIX nails are regotred. Apply 1' diameter spots of asph& roofing cement order eacb tab r cmnec Asphalt roofing cesaentmcefiag AS'!Di E 4586 Ve I[ is sogtsled. bawwowa ft Flgara 113r usMnaUsforeamySrg&fand A* SW& SOcabthoed bohL0mvm4raradodeN ppm113i 4oJWnadranddgt+rsyarrof=PW rooWCW= lardarear*rahomnec C&UMN; ncesslns use olroofiag cement tso curse sbbrgles tD bllstec 6.11.1 Hip & Ridge for Highland Slate"' Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR or Shangle Ridge'" hip and ridge shingles. evaluation Report 3537-09.05-PM Exterior Research and Design, I.I.C. FL5444-RSO Cutpcoie ofAuthorit0dun 89503 FSC NON-HVHZ EVALUATION Revision 11:17,/08/2016 Page 31 of 12 6.12 LOW AND STANDARD SLOPE Use FOUR nat7s for every full shingle located as sho,aa below. SIMIM 1PX=W . / TTRINITYIERD STEEP SLOPE Use FOUR nails and four spots of asphalt roofing cement for every full shingle as shown below. Aspbaht roofing cement meeting ASTM D4586 Type II is suggested. Apply 1' (25 rum) spots of asphalt roofing amem as shown. CAUTION: Excessirm use of roofing cement can cruse shingles to blister: F19' I 156mp I • D O C Ron1Up r:.,e d ro.4 6,12.1 Hip & Ridge for Patriot' Refer to instructions herein for Cedar Crest'", Cedar Crest- IR, Shadow Ridge"', NorthGate or Shangle Ridge- hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us-ul-com END OF EVALUATION REPORT - Evaluation Report 3532.09.05-Rll Exterior Research and Design, LLG FL544MR10 Ceryymte ofAuthortr onY9503 FBC NON-HVHZ EVALUATION • Revision 11: IV08/2016 Page 12 of 12 3/2/2018 Florida Building Code Online Professional Regulation ream BCis Home I Log In I user Registration I Not Topics I Submit surcharge I Stats h Facts I Publications I FBC Staff I BC15 Site Map I Links I Search I b a LProduct ApprovalreUSER: Public User Rt^Csxr• r.7 t n product Approval Menu > Product or A2Mlotion Search > Application List Search Criteria Code Version 2017 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL aearcn nesures-.. owarvrra ELA IyPC Manufacturer Validated By, Status F1.15216-113 Revision InterWrap, Inc. John W. Knezevich, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Undedayments Approveo oy uorK. npprvvar> uy Worn m,-- -..- .--....., -7 ...... -_ -..-. _. _._ - _----- _. - Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: BSO-487-1824 The state of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hat_ Product Approval Accepts: Credit Card Safe https://floridabuilding.org/pr/pr_appjst.aspx / 1 3/2/2018 Florida Building Code Online u Professional Regulation SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats Q Facts I Publications FBC Stall SOS Site Map I Unks Search Fblida Y I Product Approval USER: Public User yddrs`a Lum Product Aooroval Menu > Product or AooliraLlm Search Aonlicatlon US t > Application Detail 0 OFFICE OF THE FL * FL15216-113 SECRETARY 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 1 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 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15216_93 1_2017_Ql COI Nieminen.Ddf Standard Year ASTM D1970 (tear) 2015 ASTM D226 (physicals) 2009 Sections from the Code https://Floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgv3yVVKJZIORAdhyl2u8kQGnf9ayHyTiiLG8tW0uK8nwXA%3d%3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Installation Instructions FL15216_Rj_ 2017 FINAL ER INTERWRAP_RHINOROOF FL15216- B101 Verified By: Robert Nleminen PE-59166 Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports L15 R3_6E_2017_1Q_FINAL ER INTERWRAP RHINOROOF FL15 - R3.Ddf Created by Independent Third Party: Yes Back Nett Contact Us :: 2&01 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. g&pydght 2007-2013 State of Florida.:: Edvpcy Statement :: Atcesslblllty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 850.487.139S. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Z9® Credit Card Safe https:/Hloridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgv3yWKJZ1ORAdhy12u8kQGnf9ayHyTiiLG8tW0uK8nwXA%3d%3d 2/2 m P,5-eLP-/ '— QTRINITY EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 ERD OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-RZ Date of Issuance: 02/17/2012 Revision 2:04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5t' Edition (2014) Florida Building Code sections noted therein. DESCRIPTION: RhinoRoof Underlayments LABEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance ofthisEvaluationReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, P.E. if the productchangesorthereferencedQualityAssurancedocumentationchanges. Trinity ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection atthe job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 The fidmGe Sul appearuV wu suthortmd by Robert PReminen, PF on 04M/7D75. Thb does not Serve as an ekOsord aDY Slpred doormen. Stried, Seakd hardooPks have been trarim ted to the Produc[Approvd Adml &"Wr and to the named ChBrrt CEJMFICATION OF INDEPENDENCE: L Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for anyprojectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. V TRINfjYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with theintentoffollowingsectionsoftheFloridaBuildingCodethroughtestinginaccordancewithapplicablesectionsofthefollowing Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Standard Year Section Properties 2006 1507.23,150753, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 1507.83,1507.9.3,1507.95 on Heating 2005 2507.23, 350753,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 1507.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Examination Date Entity Reference ITS (TSt1509) Physical Properties 100539395COQ-006 10/27/2012100539395COQ-002 10/27/2011 ITS (TSf1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (lST]509) Physical Properties 11/17/2014 ITS (QUA1673) Quality Control Inspection Report 4. PRODUCT DESCRIPTION: 4.1 RbinoRoof 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 Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER 6PTi6NS Asphalt Wood Shakes Slate or Underlayment Shingles Na"n Tile Foam -On Tile Metal & Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Umitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be Installed in accordance with Interwrap, Inc published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and therequirementsforASTMD226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Evaluation Report 140510.02.12-112 Exterior Research and Design,LLC FL15216-R2 Certfficote of Authorizadon #9503 Revision Z. 04/Z7/2015 Page 2 of 3 7. 8. 9. Q0T?uN1TYjERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8' diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. for exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 3D-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall notpublishedbe positionedover cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap Instructions, 6.4.3 Double -aver,• 2.12 < Roof Slope <4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in 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 61G20-3 QA requirements. QUAUTYASSURANCE ENTITY: Intertek Testing Services NA Inc.-E L/Wamock Hersey — QUA1673; (604) 520-3321 Exterior Research and Design, I.I.C. cer rcobe of Authorization #9503 END OF EVALUATION REPORT - Evaluation Report 90510.02.12-RZ FLISZ16-RZ Revision Z: 04/Z7/2015 Page 3 of 3 Page 1 of 1 Florida Building Code Online sBusines eas Home I Log 1.I luer RegistrationI Hot TOPICS ! Sub Mt Surcharge I sbts a Fads I Publications FBC srsn I sae Site Map ( unks I Search da ct ApprovalOup;du,-- Public User" eu re Adduct Aonrm2l Menu > Product or Aoel'xztlon 5215b > Application Ust Search Criteria Refine rch 16568 Code Version 2014 ALL FL# Product Manufacturer ALL Application Type ALL Category ALL ALL Subcategory Compliance Metfiod ALL Application Status ALL Quality Assurance Entity Contract Expired ALL Quality Assurance Entity 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 Cearch ResuILS - A nwr — Validated f3v 2;1L!!.4 Ell Tvoe Manefach!rer Steven M. UrirjT, Approved F 16 68_ Revision MILLENNIUM METALS INC. PE Bl Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the (717) 317-8454 History Roofing System Aporoved by DBPR. Approvals by DBPR shall be revleWed and ratllled by the POC and/or tlhe Commission If nhu:essary. . Contact !Us :: 26M Blair inn, Bad Taihha a FL 32399 oh • se0-9Z 1E21 fmhvdaht 2007-2013 M, of ReAda.:: Bd) flt.temC :: :: MM=1 The State of Fbrlda b m AAf t30 emphryer. do not _ Under Florida taw, ema0 addresses am public records it you dor bads I mall address you reJ easrdIn estlons, D Qonbbllc o . 'rsuant to electronic rra0 to this entity. Instead, contact the orrlm by phoneby licensed under Chapter e55, F.S. must provide the Deyarbnent with an email address K Section455.275(1), Florida Statutes, eRezlve October 1. 2012' 0mhsees _add they have one. The EMUS Provided ddmtlbe he Load for offkbi with communication em address th theich canbe. HHea U wn tothe . To public teterminert You reke^se° under suppN a Drwh' a chapter 4155, FS., Please ddc ILM Product Approval Ahxepts: Safe. 41 /in0n17 Florida Building Code Online Page 1 of 2 lFLCWDADCPArw1rj!DF Business P.rofessionaf.Regulation µ,,naDatcaFrt nertRor+rgmrc cDxu^tDaFR Aaida r Ie a; Product Approval USER: Public uW product Aooreval Menu > P,Ddr " Or Aoenotbn Ilotlon Detail Sesrdr > ADP FL16568-RI FL # Application Type Revision Code Version 2014 Approved Appllcatlon Status Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com Authorized Signature James Buckner jimmy@rbuddnc net Technical Representative Tonya Steele Address/Phone/Emall 10200 Eastport Road Jacksonville, FL 32218 904)358-8366 tonyac@mm12000.net Quality Assurance Representative AddresS/Phone/Emall category Roofing Roofing Accessories that are an Integral Part of the Roofing System Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed James L Buckner, P.E. @ CBUCK, Inc the Evaluation Report PE31242 Florida Ucense Quality Assurance Entity Keystone Certifications, Inc Quality Assurance Contract Expiration Date 09/22/2026 Validated By Steven M. Uricl, PE Validation Checklist - Hardcopy Received Certificate of Independence a 16568 Ri CAI CertOfIndeo.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 I1^ 1'1A4'7 Page 2 of 2 Florida Building Code Online Product Approval Method Method 2 Option B ' Date Submitted 03/02/2015 ' Date Validated 03/02/2015 Date Pending FBC Approval 03/05/2015 Date Approved 04/15/2015 Summary of Products FL # Model, Number or Name Description ridge vent for shingle roofs mechanically attached 16568.1 -MMI-2' Off Ridge Vent Steel off to Plywood Deck. 4', 6', B', 10' Nominal Lengths Installation Instructions Limits of Use Approved for use in HVHZ: No Rl II DS MMI 2 OffRldaeVent-ASTME330- 16S68 Steel EVALREPORT.DdftfledApprovedforuseoutsideHVHZ: Yes By: James L Buckner, P.E. @ CBUCK, Inc. P.E. Impact Resistant: No Design Pressure: +N/A/-75 Refer to evaluation report for conditions and 31242 Created b IndependentThird Party: Yesy Other. limitations of use. Refer to manufacturers' Installation EvaluationReports O3 MMI 2 OffRldnnVnnt-AS fME330- instructions as a supplemental guide. Steel E1/ALaEpORT.Ddf Created by Independent Third Party: Yes 16568.2 MMI-2B Off Ridge Vent Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Installation Instructions Limits of Use Approved for use in HVHZ: No F 16568 Rt I1 ()2 MMI-7B OffRW0aV 2 TA5 100 kAgEnma Approved for use outside HVHZ: Yes Verified By: James L Buckner, P.E. @ CBUCIC, Inc. P.E. Impact Resistant: N/A 31242 Design Pressure: N/A Refer to evaluation report for conditions and Created by Independent Third Party: Yes Other. limitations of use. Refer to manufacturers Installation EvaluationReports 68 AE 02 MMI-7B OffRidoeVent-TAS Instructions as a supplemental guide. 100 EVALREPORT.odf Created by Independent Third Party: Yes Badc N® Blair one Read Tallahassee Fl. M92 pinch•: BSb487-1824 M 2007-2013 State of Florida.:: Prlvacv 2ftW d :: e' =SSjb M21 The State of Fbrlda is an AMEEo employer. i81?}+nr_ Under Florida law, ema9 addresses are public }emrds. If you do not want your e-"D address released In resporhse to a public -records request, do not sandelectronicmalltothisedgy. Instead, mnbhY the office by phone or by bsdbonal mall. If you have any questions, please contact 8SO.467.1395. 'Pursuant toSection45;.275(1), Rolla Sbthdes, effetllve October 1, 2012, lkensm licanseA under Chapter 455, F.S. must provide the Deparbnent with an emall address V supthey have one. The ernalls provided may be used for offWal ply a personal address, Neese Drwldwith the a the Depa, bno with an ama9 address which cande However available a to the lladd aTo detamlre public ne V you are rd. if you da licenses under Chapter 455, FS., please dldt it"M Product Appel AcoaPlr. Crl04 Card Safe nl/,I,\n1 MILLENNIUM' lu''ll lll' METALS. INC. 10200 Eastport Road Jacksonville, F132218 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. EVIPORTANT 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 cementShinglesshouldbeinstalledonthebackandsideflangesoftheventAllnailareasshouldbecoveredwith cement B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimumclearanceof2412" 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 Leneffi Net Free Area (sa in) Cut Out Size 4' 115 46" x 2-12" 6- 175 70" x 2-12" 8. 235 " 94" x 2-12" 10, 295 118" x 2-12" C. Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof ventCareshouldbetakentoseeitisflushwithfrontflangeofventSecureasindicatedon dmwin& 2) Fasten the top, side, and lower flange with a minimum of 1-12" ring shank nail 4" on center. The nail should be 1-12 inches from the edge of the flange and 1-12" from the comers of the vent Nail must beASTMF7667 compliant in accordattce with Florida Building Code Secdion 15. MiDennn,m Metals manufactures off ridge vents in the following gauges of steel & aluminum Alumiram 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 mm ASTM A-755 Ptd Steel Commercial Steel T e B Ptd Aluminum .025 min ASTM B-209 • bWmdmm honbeadubbWOddffdmblebileduemF7a &ProdudAppromE Page 1 CBU9CIS Eniri'rir19 Spe Structural Eng1nPE'rinq CBUCK, Inc. Certificate of Authorization H8064 cialty Evaluation Report MMI- 2B" Of Ridge Vent with Detachable Baffle Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 . for Florida Product Approval FL 16568.2 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: MMI- 2B" Off Ridge Vent with Detachable Baffle Steel or Aluminum Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No.15-104-MMI-2B-ORV-ER-14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1-7 MUCK, Inc. 1399 N. IGllian Drive, Suite 4, West Palm Beach, Florida 33403 nn" 0e .n4rW.r.hurk1nr-net ti ii.tttfJ No31242LLI STATEOF a/ 0NA1-W' On Adb d byl.ones l Bixyncr. P.E 2015. 03.02105751 -05'00' FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report Nod 15-104 MM-28-ORWER 14 PP BU.I:I • . Englmpednq Page 2 of 7 ' IrIE E'flr7q CBUC141nc Certificate ofAuthorization #18064 Spedatty Struch ral Enq Manufacturer: Millennium Metals, Inc. Product Name: "MMI-26" Off Ridge Vent with Detachable Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-213" Off Ridge Vent with Detachable Baffle Description: Steel or Aluminum off ridge vent for shingle roofs mechanically attached to plywood Deck. ProductAssembly'as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. speck gravity of 0.42) Slope: 2 :12 or Greater FL #: FL 16568.1 R1 Date: 2 / 26 / 15 i ReportOR, No-104-MM-N-r- U4. CBUCK nginee ing Page 3 of 7 IflIflQ. CBUCK, Inc Certificate of Authorization il8064 Specialty Sftucturcal E Ig Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. - TAS- 100(A)-95 - Wind and Wind Driven Rain Resistance and/or increased Windspeed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. This product evaluation is limited to compliance with the structural requirements of EvaluationReportScope: the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-3.001. Limitations and Sco a of "limitations and Conditions of Use" for this evaluation: Thisevaluationreportfor "Optional Statewide Approval" contains technical ConditionsofUse: which include documentation, specifications and installation method(s) limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule*61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval". 0 tion fora lication outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the b the Florida anon f the product as evaluated in this report and approved Y Commissionisoutsidethescopeofthisevaluationand will be the responsibility of others. This product has been evaluated to a maximum height of 33 feet. This product shall not be installed on roof slopes less than 2 :12. Refer to applicable building code for ventilation requirements. Desi& n of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. Thisevaluationreportdoesnot evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) f panel Quality Assurance: The manufacturer has demonstrated compliance oproducts accordance with the Florida Building Code and Rule 61G20-3.005(3) for quality manufacturing under a quality assurance program audited by an approvedq tY assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 16568.1 R1 Date: 2 / 26 / 15 f try Report No.:15-104-MM-2B-ORV-ER_14 CBUCK Engiini gi Page 4 of 7 lnrinq CBUCK, Inc Certificate of Authorization #8064 SpeGaity Structural Enq Components/ Materials Ridge Vent: "MMI-2B" Off Ridge Vent with Detachable Baffle Material Tvpe 1: Steel by Manufacturer):. Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Material Tvpe 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-1-114 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Width: Height: Lengths: Fastener( s): Base Fastener. Purpose: Type:. Size: Corrosion Resistance: Standard: 24" 4. 1/2" 2' , 4, 6', 8' and 10' Attaches Ridge Vent Base Flange to Deck Annular Ring Shank Roofing Nails 11 gauge x 1-1/2" Per FBC Section 1506.5 Per ASTM F 1667 Alternate Fastener. Attaches Ridge Vent Base Flange to Deck Purpose: Type: Hex -Head Wood Screw Size: # 10 X 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Asbestos -free asphalt based roof cement w/ SBS rubber Type: Application Size: 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 FL #: - FL 16568.1 R1 Date: 2 / 26 / 15 PP1 ., ReportP9-,: 15-104M---ORY-ER_14 C: aUE K nQ n Page 5 of 7 Speclattt, l Structural EngtnE'E'rinq ceucl Inc. Certificate of Authorization i18064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report) Prepare deck opening by trimming any shingles & nails that may interferg with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Slide baffle onto lower roof vent flange and secure with nails or screws spaced 4" o.c. Attach vent top and side flanges to deck with nails or screws spaced 4" o.c. and 1- 1/2A from each end. Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2B Off Ridge Vent with Detachable Baffle" assembly in compliance withtheinstallationmethodlistedinthisreportandapplicablecodesectionsofFBC5thEdition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1.- TAS 100(A)-95 Test Architectural Testing, Inc.(FBC Organization #TST ID:1527) Report #: D0249.01-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID:1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L Buckner, P.E. @ CBUCK Engineering FBC Organization # AN 1916) FL ##: FL 16568.1 R1 Date: 2 / 26 / 15 yy engineeringiqiA Report No; : 15-104-MM-2B-ORV-ER 14 cBU^ e1 eeri g Page . 6 of 7 Spc clalty Structural EnglnE'E+flnq CBUCK, Inc Certificate of Authorization8064 Installation Method Millennium Metals, Inc. MMI-2B" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 4 112" 3" 5-1/2" MMI-2" Steel Off Ridge Profile Drawings 12" 18-1/4" . 3 Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws . 0000 n Detachable Baffle Two piece system that slides .pywond Deck into lower flange of vent and secured with fasteners Lower Slope spaced 4" o.a ,(Frontwer) Typical Side View (Not To Scale) Higher Slope Back) FILM FL 16568.1 R1 Date: 2 / 26 / 15 CE3UCK EnginPPrinQ Pagert No.: 104MM-2B-0RV-ER 14 Speclaftt j Structu ral Engtneerinq CBUCI Ina Certifica[e of Authorization a8054 Installation Method Millennium Metals, Inc. 1',IMMI-2B" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 111T o.a 112" 4" o.c. 4" o.a Typical, MaAmum Typical Fasteners) v Gauge Ring Shank Roofing NailBase Flange OR 10 min. Wood Screws Top Plan View (Not To Scale) Typical Fastening Pattern) QY Nominal Lengths r 4 Ft 6 Ft. 8 FL J 10 Ft Detachable Baffle Two piece system that slides inbD lower flange of vent and serxued with fasteners spaced 4" o.c. J Typical Fasteners) L - 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws Typical Ridge Vent Assembly Isometric View (Not To Scale) MILL NI l1 JM META1-S, INC. 10200 Eastport Road Jacksonville, F132218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation determine how many and whet type of vents will beToprepareroofforinstallationitwillbenecessaryto needed for fire project Off Ridge Ventilation should be installed as evenly as possible across the roof section The roof vent should beinstalledaminimumof6" off the peak of the ridge. Cut out sizes are located below in Table 1-I. EVRORTANT 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 lip to the art opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment orshingles. The cement should also be installed on the vent completely cover back and side Ranges. The cement should be'/." thick and should extend 2" onto the underlayment The lower portion of the vent should already have shingles installed up to the cut opening- The lower portionvent All nail areas should be coverroof ed withent Shingles should be installed on the back and side flanges cement B. Opening & Positioning minimum The curt opening should be positioned a minimum of 10" from the back flange. This allows a clearanceof2-112" from the roof to the top of the vent The vent should be centered horizontally over the opening. Off Ridge Vent Installation Chart LCD25 Near Area Isa inl Cut out Size 4' 115 46" x 2-12" 6' 175 70" x 2-12" 80 235 ' 94" x 2-12" 101; 118" x 2-12" Table 1-1 C- Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower Range of roof vent CareshouldbetakentoseeitisflushwithfrontRangeofventSecureasindicatedondrawing- with a minimum of 1-12" ring shank nail 4" on 2) Fasten the top, side, add lower Range of the Range and 1-1/2" from the center, The sail should be 1-1R inches from the edge comers of the vent - Nail must beASTMF7667 eonwUant in accordance with FZori&a Bufldmg Code Section IS- Miilenumm Metals ,maruffac ures off ridge vents in the following gauges of steel & aluminum Alumimmr available with detadiable baffle only), which meets the regnirements of the 2010 Florida Building Code (chapter 15)- 26 gelige (.0179 min) AZ50 Acrylic Coated Galvahnme Steel 26 gauge (.0179 mix) ASTM A-653 Steel G-90 Commercial Steel Tape B 26 . 0179 mix ASTM A-755 Ptd Steel Commercial Steel Type B Ptd Aluminum L:. min ASTM B-209 Abu&— ho*mWkbk.0ddd b&bolad=bRxibYW&dAyp-d Page 1 3/2/2018 Florida Building Code Online U Professional Regulation r a ra r BCIS Home I Log in I User Registration I Hot Topics Submit surcharge I Stats h Facts I Publications I FBC Staff I BCIS Site Map I Links Search Florida Product Approvalr4-0 USER: Public User lM7P•a+tNlLLur,, `` ln y;oryrytmn Product Agoroval Menu > Product or ADoiication Search > Application List Search Criteria 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 FLEE" Iygg ` Manufacturer Validated By, Status FL17867-R1 Revision Lott's Concrete Products Thuy H Huynh Approved Category: Structural Components 813) 645-0166 History Subcategory: Products Introduced as a Result of New Technology ApprOVeO Dy VDr'K. APPIVWR Dy VDrK> uc ,cv,c++c+, o11. -'. . „r - rv.. v.,.,,......-........... ..-.-.... Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1 24 The State of Florida is an AA/EEO employer. Co yright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 850.487.1395. *Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ZR® Credit Card Safe https:/Moridabuilding.org/pr/pr app_Ist.aspx 1/1 3/2/2018 Florida Building Code Online bA- Professional Regulation BCIS Home I Log In I User Registration I Hot Topics submit Surcharge I Stats s Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search dDY Fbrida D046 r ifl il Product Approval I- USER: Public User tll`C.4[I[Y'n product Approval Menu > Product or Aooliration Search > ARniication Ust > Application Detail FL # FL17867-R1OFFICECFTHE SECRETARY_ Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Lott's Concrete Products Address/Phone/Email P.O. Box 77125 Winter Garden, FL 34777 407)656-2112 precast98@aol.com Authorized Signature John Hoy jhoy@Rorida-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 t. Validation Checklist - Hardcopy Received Certificate of Independence FL17867_R1 COI FES Letter of lndegendence.Ddf Referenced Standard and Year (of Standard) Standard ACI 318 ACI 530 ASCE 7 Equivalence of Product Standards Certified By Sections from the Code Year 2014 2013 2010 https://floddabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgt2ZOX6B2YIUt7sLOYPCCEHfitaXBIR74C9WKGZFra/o2flcg*/o3da/o3d 1/2 3/2/2018 Florida Building Code Online Product Approval Method Method 1 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 FL # Model, Number or Name Description 17867.1 Untel 8" Precast / Prestressed Lintels Limits of Use Installation Instructions Approved for use in HVHZ: No FL17867_Bj_il FES Letter of Installation, {-d 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: LF17867_BI_PAE 8in Shoos and Load Tables.Ddf FL 7 Rj_PAEFES Letter of Evaluation 8in.Ddf FL17867_Rl_6E FES Letter of Ojpdf Created by Independent Third Party: Yes BEE Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 8S0-487-1824 The State of Florida Is an AA/EEO employer. CO2yricht 2007-2013 State of Florida.:: EdyW Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F,S., please click here . Product Approval Accepts: 10—® Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y1 Ut7sLOYPCCEHfitaXBIR74C9WKGZFra/a2f1 cg%3d%3d 2/2 e _ . Eh ineerring501UtianS Today's Ideas — Tomorrow's Results July 2, 2015 LOTT'S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS Preparation 1. Remove any laitance, loose aggregate, and anything that could prevent mortar from bonding with the precast lintel. 2. Remove any loose material from the grout spaces that is deleterious to masonry grout. Erection 1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in bearing for unfilled lintels. 2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in length. All shoring is the responsibility of the general contractor. 3. Construct all concrete masonry above the precast lintel in accordance with ACI 530. Reinforcement Placement 1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the construction documents. 2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the lintel) as indicated on the construction documents. Provide minimum concrete coverage in accordance with ACI 315 and secure reinforcement to prevent movement during the grouting process. 3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the construction documents. Grout Placement 1. Place concrete masonry grout in accordance with ACI 530. Florida Engineering Solutions, Inc. — CA No. 26300 — (Mall): PO Box 1238 (Physical): 12620 Curiey SL — Ste 105 San Antonio, FL 33576 — Ph: 3521588 — 5311 Fx 3521588 — 5411 Web: www.florida-enaiheer.com 1b Ago, lftrl CITY OF SANFORDu UJ BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: % I loh. ZC 1 Ff, r) Documented Construction Value: $ W)p i Job Address: W Historic District: Yes N4,2: Parcel ID: Residential Commercial Type of Work: NewX Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Jamie Blackwell Phone: 407-323-7515 Fax: 407-323-8954 Title: —Clerical Email: info@api-orlando.com Property Owner Information Name QAMLS Street: City, State Zip: Name Advantage Plumbing, Inc. Street: PO Box 1117 City, State Zip: Sanford, FL 32772 Name: Street: City, St, Zip: Bonding Company: Address: Phone: Resident of property? Contractor Information Phone: 407-323-7515 Fax: 407-323-8954 State License No.: CF-0057881 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 FINANCIIVG, 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, bollers, 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" FAIfioo (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE : In addition to the requirements of this permit, them may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford rcquhva payment of a plan review See at the time of permit submittal. A oopy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the cummnt 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 vshte, 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 an applicable laws regulating construction and zoning. signature of 0vmCa/Ageet Date Print Owns/AgeM'e Name Sip0morwomy'suteofPiorida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Stgeahue of ConmraetadAgent to A. Thomas Smith Print CoatreeiodAgent i Nmoe 4M 1,n l a, 1aal 18aa rc o 'otary a a1* of l Wetmore-S+nM ° VExp1res NOTARY PUB1.1C STATE OF FLORIDA cam"* GiC3181212MI Contrac[ orlAgent is X Personally Known to Me or Produced ID Type of 11) BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Construction Type: Total Sq Ft of Bldg: Mechanical Plutnbing0 Gas Roof Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Iran tttres Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROvALs: ZONING: LrITUTIESS: WASTE WATER ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: Jana 30.2015 Permit AMtiea$oa 1 JUN 2 6 2018 P CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION AppUcation No: 2 Documented Construction Value: $_ 043 Job Address: It Historic District: Yes No Parcel ID: Residential, Commercial Type of Work: Ne AdM'i ion Mniteration Repair Demo Change of Use Move Description of Work: Al Mn 1M n - ['n , , : n n Pl R anev1ew Contact Person: Title: Phone: Fax Email: Property Owner Information Name Phone: n Street: - 3 t -i Resident of property? : ( City, State Zip: r Qr O) Name Street city, Name: Street: City, St, Zip: Bonding Company: Address: mation Phone: Fax: 24 tr%l ^Q-rT Pq c5 i State License No.: _ CCX`' n 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 PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. 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 commencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5i6 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID gnature of Contractor/Agent Date bMDK P nt ontractor/Agent's Name a QS.M signature of Notary -State of Florida Date PAMELA S TERNUS N;SMCOMInlssion g GG 110622 Expires August 7, 2021 FOFFLOP? 4zrrNu"et Notary savbn Contract gent is Personally Known to Me or Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electrical Mechanical Plumbing GasEl Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application JUL 19 200 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 13 - 1 `5r79 Documented Construction Value: S q Job Address: Parcel ID• Historic District: Yes No Residentiae Commercial Type of Work: New. Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: 'A D g, -11 Ks Title: Phone: `tUl -rjt5 ' 00 Fax: -33 _385. Email: Y VGCeC: LY, (ir Property Owner Information Name ktxl p Phone: Street: o m2- Q C Resident of property? City, State Zip:i nn Contractor Information / Phone: Street: 3 TSGO _klu Fax:0— City, State Zip: 5-1 State License No.: e' Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5d' 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 at work will be done in compliance with all applicable laws regulating construction and zpiWg. Signeture of Owner/Agent Date Print Owner/Agent's Name signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 25 tor/A ent's Name No ry=State o Florida Date ' h: CHERYL D AKERS MY COMMISSION N FF99M9132 ' EXPIRES June 05, 2020 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg; Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30. 2015 Permit Application STATEWIDE DEL-AIR State Cert CAC032448 1-888-831-2665 NEATIN6 • AIR CONDMOMM JASMINE COVE VERSION 1 OPT LUXURY OWNER'S SUITE 3.0 15.0 3 4 604.00 JASMINE COVE VERSION 1 OPT SITTING RM 3.0 15.0 3 .. 4 509.00 LARGO - 3.0 15.0 4 5 530.00 LAUDERDALE 3.5 15.0 3 4,878.00 LAUDERDALE OPT BONUS 5.0 15.0 3 6,733.00 LAUDERDALE OPT BONUS BATH 5.0 15.0 4 6,818.00 LAUDERDALE OPT BONUS BDRM 5.0 15.0 4 6,929.00 PALMDALE 2.0 / 2.5 15.0 4 8,029.00 PONTE VEDRA 2.5 15.0 3 4 712.00 SANDPIPER POINT VERSION 2 3.0 15.0 2 4,250.06 SANDPIPER POINT VERSION 2 OPT 1 ST FL BDRM/BDRM 5 3.0 15.0 3 1$4,389.00 SANDPIPER POINT VERSION 2 OPT LUXURY OWNER'S SUITE BATH 3.5 15.0 3 4,901.00 SANDPIPER POINT VERSION 2 OPT OWNER'S BATH 3.0 15.0 2 4 295.00 SANDPIPER POINT VERSION 2 OPT SITTING RM 3.5 15.0 2 4 665.00 SANDPIPER POINT VERSION 2 OPT STUDY 3.0 15.0 2 4 333.00 SANIBEL VERSION 1 2.0 / 2.5 15.0 4 8,008.00 SANIBEL VERSION 1 OPT 1 ST FL BDRM 2.5 / 2.5 15.0 5 8 750.00 SANIBEL VERSION 1 OPT BATH 2 2.0 / 2.5 15.0 5 8,273.00 SANIBEL VERSION 1 OPT GUEST SUITE 2.5 / 2.5 15.0 5 8,406.00 SANIBEL VERSION 1 OPT MORNING RM 2.5 / 2.5 15.0 4 8,455:00 SANIBEL VERSION 1 OPT STUDY 2.0 / 2.5 15.0 4 8,200.00 SANTA ROSA 3.5 15.0 4 5,496.00 SANTA ROSA OPT BDRM 4 3.5 15.0 4 5 526.00 SANTA ROSA OPT MORNING RM 3.5 15.0 4 5,600.00 SANTA ROSA OPT STUDY 3.5 15.0 4 5 581.00 SAWGRASS 3.5 / 2.0 15.0 4 9,232.00 SAWGRASS OPT 1ST FL SUITE 3.5 / 2.0 15.0 5 9,485.00 SAWGRASS OPT 2ND FL EXTENSION 3.0/3.0 15.0 5 9,725.00 SAWGRASS OPT BATH 2 3.5 / 2.0 15.0 5 9,288.00 SAWGRASS OPT BONUS BDRM 3.5 / 2.0 15.0 4 1$9,222.00 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00001577 Date 7/19/18 Application pin number . . . 866739 Property Address . . . . . . 3792 CRAWLEY DOWN LP Parcel Number . . . . . . . . 17.20.31.5VC-0000-0920 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 338320 Application desc noc on file Owner Contractor RYAN HOMES RYAN HOMES C/P TRACY 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9831 (407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 22.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3130.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1065309 Permit pin number 1065309 Sub Contractor DEL AIR HEATING A/C & REFRIGER Permit Fee . . . . 110.00 Issue Date . . . . 7/19/18 Valuation . . 5896 Expiration Date . . 1/15/19 Qty Unit Charge Per Extension BASE FEE 110.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7.30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1242.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. CITY OF SANFORD CUSTOMER RECEIPT *** Oper: BLANDA Type: OC Drawer: 1 Date: 7/19/18 01 Receipt no: 161605 Year Number Amount 2018 1579 3646 CkAWLEY DOWN LP SANFORD, FL 32773 BP BUILDING PHMIT RECEIPTS 2018 1577 $ 139.03 3792 CRAWLEY DOWN LP SANFOkD, FL 32773 BP BUILDING PERMIT RECEIPTS 139.03 AC 010899 Tender detail CC CREDIT CARD $278.06 Total tendered $2/8.06 Total payment $278.06 Trans date: 7/19/18 Time: 15:43:33 FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 18-00001577 Date 7/19/18 Application pin number . . . 866739 Other Fees . . . . . . . . . 01-FIRE IMP-RS 9-2017 383.81 O1-LIBRARY IMPACT FEE 54.00 O1-PARKS IMP-RS SINGLE 17 1103.95 O1-POLICE IMP-RS 09.1.17 384.82 O1-BLDG REINSPECTION 35.00 O1-SEM CNTY RD IMPACT FEE 705.00 O1-BLDG REINSPECT 2X 50.00 O1-SCHOOL IMPACT FEE 5000.00 WD IMPACT:SINGLE FAMILY 1343.00 SD IMPACT:SINGLE FAMILY 3025.00 O1-BLDG DCA SURCHARGE 42.80 O1-BLDG DBPR SURCHARGE 61.59 Fee summary Charged Paid Credited Due Permit Fee Total 110.00 00 .00 110.00 Other Fee Total 13570.97 13541.94 .00 29.03 Grand Total 13680.97 13541.94 .00 139.03 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001577 Date 7/19/18 Property Address . . . . . . 3792 CRAWLEY DOWN LP Parcel Number . . . . . . . . 17.20.31.5VC-0000-0920 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1065309 Permit pin number 1065309 Required Inspections Phone Insp Seq Insp# Code Description initials Date 10 409 MHO1 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / / FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 T -------------------------------------------------------------------- Application Number . . . . . 18-00001579 Date 7/19/18 Application pin number . . . 647939 Property Address . . . . . . 3646 CRAWLEY DOWN LP Parcel Number . . 17.20.31.5VC-0000-0410 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 367054 Application desc noc on file Owner Contractor RYAN HOMES RYAN HOMES 4307 VINELAND RD H20 ORLANDO FL 32811 407) 692-9831 (407) 692-9820 Structure Information 000 000 ---------------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 19.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3369.00 Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1065325 Permit pin number 1065325 Sub Contractor DEL AIR HEATING A/C & REFRIGER Permit Fee . . . . 110.00 Issue Date . . . . 7/19/18 Valuation . . 5496 Expiration Date . . 1/15/19 Oty Unit Charge Per Extension BASE FEE 110.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich®sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1329.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407,562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 18-00001579 Date 7/19/18 Application pin number . . . 647939 Other Fees . . . . . . . . . 01-FIRE IMP-RS 9-2017 383.81 O1-LIBRARY IMPACT FEE 54.00 O1-PARKS IMP-RS SINGLE 17 1103.95 O1-POLICE IMP-RS 09.1.17 384.82 O1-SEM CNTY RD IMPACT FEE 705.00 O1-SCHOOL IMPACT FEE 5000.00 WD IMPACT:SINGLE FAMILY 1343.00 SD IMPACT:SINGLE FAMILY 3025.00 O1-BLDG DCA SURCHARGE 45.70 O1-BLDG DBPR SURCHARGE 65.67 Fee summary Charged Paid Credited Due Permit Fee Total 110.00 00 .00 110.00 Other Fee Total 13579.95 13550.92 .00 29.03 Grand Total 13689.95 13550.92 .00 139.03 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 3 Application Number . . . . . 18-00001579 Date 7/19/18 Property Address . . . . . . 3646 CRAWLEY DOWN LP Parcel Number . . 17.20.31.5VC-0000-0410 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Permit . . . . . . MECHANICAL - NEW RESIDENTIAL Additional desc . . Phone Access Code 1065325 Permit pin number 1065325 Required Inspections Phone Insp Seq Insp# Code Description Initials Date 10 409 MH01 MECHANICAL ROUGH IN 1000 410 MH02 MECHANICAL FINAL / /