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3798 Crawley Down Lp
COUNTY OF SEMINOLE I IMPACT FEE STATEMENT ` _ Is STATEMENT NUMBER: 18100003 DATE: March 22, 2018 BUILDING APPLICATION #: 18-10000300 BUILDING PERMIT NUMBER: 18-10000300 UNIT ADDRESS: CRAWLEY DOWN LOOP 3798 17-20-31-5VC-0000-0930 d SI 3 0 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: 3798 CRAWLEY DOWN LOOP / KENSINGTON RESERVE / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDIST • SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1.000 dwl unit 705.00 N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 SCHQOLS 1.000 dwl unit 54.00CO -WIDE ORD Single Family Housing 51000.00 1.000 dwl unit 5,000.00PAR LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, 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 REQQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER TM CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE fTHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. I o THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE D _ 1 OU REQUEST FOR TUG & PREPOWER AGREEMENT f ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: (o Project Name: Kensington Reserve Project Address: l.l (_.6 Gnp Building Permit M I q + 15y S Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Name f Owne /Ten Signature of er/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) Robert Lattanzi - Ryan Homes Print Nam en. Co tra Signature of Gen. Contractor CBC1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor Signature of El. Contractor EC0003096 El. Contractor License # o Progress Energy o Florida Power and Light on / / THIS INSTRUMENT PREPARED BY: Name: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number. 18-1545 Parcel ID Number: 17-20-31-5VC-0000-0930 iiiiiiiiiiiiiiiii'lliillillilifillillillI GRANT 11ALOYr SEMINOLE COUNTY CLERK, OF CIRCUIT COURT is COMPTROLLER BK 9145 Ps 412 (1P9s) CLERK'S : 2018062920 RECORDED 06/04/2018 01:24:23 PM RECORDING FEES $10.00 RECORDED BY JPd1::-,riro 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 # 93 of Kensington Reserve 3798 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 S. SURETY (If applicable, a copy of the payment bond Is attached): Name. NA Address: Amount of Bond: 6. LENDER: Name: Phone Number. Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Kim Kaminer Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Kim Kaminer Assistant Secretary ago Ts"tunrdt Owner asses. or owner's or Lessee's O Autlto lzed OM r rpaMedAAanager) ( Print Name erW provide Signatory's Tltle/Oltlee) CV state of Florida County of Orange The foregoing Instrument was acknowledged before me this day of by Kim Kammer . Who Is personally known to me EX OR o Name of person malting statement a C who has produced Identification O type of identification produced: I ,Q;p'•'w;: TRACY LEIGH MCDONALD MY COMMISSION k FF925012 2019EXPIRESOctober06. t for i•. Qr; 93•ll'S! 1F1orioa1-Jo-."SC1•.PCC con, Notary O080rip W a W uvav+ m 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: E LE'CTRICAL:PERIVIIT r _ -r Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final GIMP , Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1VIECHA NICA P ERM.I T IMIA • ,.,. ;. :. Inspection DescriptionMinMax 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 I i 1 MAR 2 7 2018 Fly. r CkE _r_ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 18-15(45 Documented Construction Value: $ e4fa9s" Z65131.00 Job Address: 3798 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-0930 Residential X Commercial Type of Work: NewEA Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Property Owner Information Phone: 407-692-9831 Resident of property? : Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/ Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/ A Phone: 407-774-6078 Fax: E- mail: brian@abdesigngroup.com Mortgage Lender: Address: N/ A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in complian with all applicable laws regulating construction and zoning. 3/22/2018 3/22/2018 Signature , f OwW4Ag. Date Signature of tr to t Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name 3/22/2018 G 3/22/2018 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date rar PVP MEAGAN LYNNE FOWLER P MY COMMISSION # GG 1183253 o,%v ?u,,F CO LYNNE FOWLER OMMISSION # GG 063253 m, c EXPIRES: January 17, 2021 Bonded Thru Budget Notary Sew MY ar4j T EXPIRES: January 17, 2021 r or 6Bonded Thru Budget Notary Servloas Owner/Agent is X Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building© Electrical & Mechanical [3 Plumbing® Gas Roof Construction Type: VP7 Occupancy Use: Flood Zone: Total Sq Ft of Bldg: ZS 13 Min. Occupancy Load: 1 # of Stories: L New Construction: Electric - # of Amps M Fire Sprinkler Permit: Yes[] No ® # of Heads APPROVALS: ZONING: I UTILITIES: ENGINEERING: wr(_ 4-U6 le FIRE: Ok to construct single family home COMMENTS: with setbacks and impervious area shown on plan. 30i . 9 "(o ZMP. poral - 3, CrR Plumbing - # of Fixtures I g Fire Alarm Permit: Yes No1F] WASTE WATER: BUILDING: Jr S•2 Revised: June 30, 2015 Permit Application y. ,n.. _... it -. • r MAR 2 7 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 18-s S Documented Construction Value: $ 84.693 Job Address: 3798 Crawley Down Loop Historic District: Yes No R Parcel ID: 17-20-31-5VC-0000-0930 Residential X Commercial Type of Work: NewEA Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Tracy McDonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/ Engineer Information Name: AB Design Street.. 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/ A Phone: 407-774-6078 Fax: E- mail: brian@abdesigngroup.com Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h 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 complian with all applicable laws regulating construction and zoning. 3/22/2018 3/22/2018 Signature of 0 /Age Date Signature of to t Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name 3/22/2018 Signature of Notary -State of Florida Date 3/22/2018 Signature of Notary -State of Florida Date ar n MEAGAN LYNNE FOWLER txr ope MEAGAN LYNNE FOWLERP , MY COMMISSION # GO 063253 EXPIRES: January 17, 2021 MY COMMISSION # GO 063253 Bonded lhru Budget Notary SerAces 'a T EXPIRES: January 17. 2021 or T%, Bonded Thru Budget Notary SerAm 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: 107e .?'Zg WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application 187 7 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: 3798 Crawley Down loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-0930 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 'F C US • 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# 18-1545 Reviewed by: Michael Cash, CFM Date: April 26, 2018 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 877- Landscaping in Right -of -Way www.sanfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the eo..hYebdoYr size and location of the existing right—of-way and use shall be provided or application could be delayed. 1. Project Location/Address: 3798 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: 0 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 is sub i d by: Properly Owner Signature: Print Name: Tracy McDonald Address: 4307 Vinelan #H-20 Orlando, FL 32811 Phone: (407) 692-9831 Fax: Email: trmcdona@nvrinc.com Date: 03/22/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right -of --way to its previous condition. In the event that any future construction of roadways, utilities, stonnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read anq ui)0e1$tand the above statement and by signing this application I agree to its terms. Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works 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. Official Use Only Fee: Utilities Approved: Engineering 0.41 Site Inspected by: Special Permit Conditions: Date: Date: Date: Date: Date: 4 Z 6 "Zo tt 8 Date: November 2015 ROW We Ddvwmy pdr 3/22/2018 SCPA Parcel View: 17-20-31-5VC-0000-0930 R CFA PAPPRAISER ar.+orcoournr. Legal Description LOT 93 KENSINGTON RESERVE PB 81 PGS 86-92 Taxes Property Record Card Parcel: 17-20-31-5VC-0000-0930 Property Address: 3798 CRAWLEY DOWN LOOP SANFORD, FL 32773 Value Summary I 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) 52,000 14,000 Land Value Ag Just/Market Value " 52,000 14,000 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 1$52,000 14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 52,000 0 52,000 Schools 52,000 0 52,000 City Sanford 52,000 0 52,000 SJWM(Saint Johns Water Management) 52,000 0 52,000 County Bonds 52,000 0 52,000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales lFind Canpsratile Sales I Land W 7 A Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 1 1 1 $52,000.00 1 $52,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date http.//parceidetaii.scpafl.org/ParcelDetailinfo.aspx?PID=1720315VC00000930 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 3 11Z1 1 I hereby name and appoint: Tracy McDonald an agent of. NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): O The specific permit and application for work located at: street address) Expiration Date for This Limited Power of Attorney: May 20,2018 License Holder Name: Robert Lattanzi State License Number: Signature of License E STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this 200-A, by Robert Lattanzi or o who has produced identification and who did (did not) take an oath. Notary Seal) rO,' jo Pile, MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRES: January V.2021N1' E ' or ",,- 1 Bonded Thru Budget Nolary SeMm Rev. 08.12) Signature ME"" " Fowtkg Print or type name Notary Public - State of _ Commission No. My Commission Expires; LZ day of r , who is m person_ k. as SQ.FT. CALC. "S IST FLR LIVING 163 60. FT. MW FLR LIVING U35 sa FT. TOTAL LIVING U66T 6a FT. ENTRY 34 913 FT. GARAGE 452 GQ FT. LANAI 140 S0. FT. TOTAL 2,513 sa FT. uuuuuEr 0 WN-WTI CALL OOEOI6RAOCU=Mw 1N0sw=MOF37ro0 F GSE0000EO CAL• mm W HOM SIN NBvlrCBT1aMT10N I G 1111,10 '/ T3T M' 9 J6D9/-336! 7 34 3m OR 36' S6' 4 3CM-32.16 3 IT 3v 63' 4 mmi-3355 4 IT J5-54 W 63' S 1 308N-3355 5 A 35-M 36' 63' 4 3"V"-3355 6 65 em 660 96' ffi' 5 211".3179 6A 33 W J5-0II 16' 63 5 110-NM WIND DESIGN CRITERIA A. BASIC WIND SPEED PIPW (3 SECOND GUST) VULT•150 / VASD•116 TTPH B. N1ER4AL F4M66UM COEiFKENT. • JS G RI6K C:ATEGORr-rrFE II D. EXRO61YRE CATEGORY C NCRE, VALUES FOR C40rg-O WO 4 CLADDNG PM55UPW ARE BMW CN ne wit DESIC01 WND SPEED. FBCIi 6TN ED. l701`I1 Al 1016 TFESE PRESSURES TO BE 1 ULTIPLIED BY 06 TO FEET TFE At L rANeAu E OR NONNAL TESTED VALUES USED BY PRODUCT NANUFACTUIlER6. A CABINET SECTION 30'-0' O RRU—REEEECIRRRRER7=GInECl7 nRE T N' uNot Not 11111 Not Not 11. talc i a Not. 0 Not o 60 1_®_ VaNN Not 0uloollll n MMEW MEN. RI •., MEN I OMEN Ir lwl =ME mmmNoll 1 1 1sm mm mNotj1 1 1 n•: wom mm Not 1 mm U WE CRRRRRRERR7 rixy ME Not RRl7 U NIN0ot . ERR= UC1RL FIRST FLOOR PLAN 6CALE, 1/4 . I'-0' ELEVATION V ARCHITECTS Design Grou l L-1 N. AON&O RFPGNI 1100. LONGWOOD. T133700 RI 407.17 61174 FARAOT•714.WrA bdowlsims n AAA 0003323 BUBDIV- !c IAT: KENSINGTON RESERVE LOT #93) MODEL& DORAL VEMIONOOI) PROJEC- 299T 17.000 PAGE: FIRST FLOOR PLAN DATE: 2/23/18 BCA - 1/4'=1'-0' G*IWICT 3 or 9 aoalaert ATo aFcoalo T10lAFO6 6AtIC wo Evlosae FLIT a aBOQO GUM 4MLLa aeuAlE 7LFE mlwlNOIIIm71mN1N17 1 B b 36' 61, 9 3106/ 4103 7 3o a) 303164 ECsW96 17 6P 9 796v-36B 3 6 703M 74, 36' 9 3L W-4110 4 6 3061-64 36' 61' 9 3106/-1103 5 B 3091-54 36' 61' 4 31M/-33.16 6 9 4W 1111WOM W B' 4 X W-3460TEPF 1 6 Sb 36. 6r 4 3106/-33.16 6 6 04 74' 46' 4 X W-34A0 WIND DESIGN CRITERIA A. BASIC WIND $PEED 1'IP14 (3 9ECCND GUST) VULT.150 / VA90.I* PrW EL KMFWLAL F4M591J % C EFRCEM.. 16 C. R16K CATEGORY -TYPE II O. F7 CATEGORY G NOTE. VAUE6 FOR COYMl7FQ3TT6 . CLADOMG F IESSME AFRE BAWD CH TM W11 DESM WMO 6PELD. FEbM 6TI ®. non/ ALLOLLS T14ESE FFM66111qE6 TO BE MUnPLIED BY 06 TO MEET T63 ALLOWABLE OR NC69INAL TEOTED VALLE6 USED BY PRODUCT MAKFAGTUIER6. NOTE. L FMM TO ORTUXL MALLOW CH All FWYOG rBm1Fe T-W FFM TIE R6l1 RDOR 14L OE 6FRATED 00 TFEARD W WPATE' A TE "M MAW ",AT I 710 6TP. • 0' OTC KAX I 0 MN-BRa WALL LPE 6 W I I I I 14'-7' 15'-0' 4'.4' I.'4. W-7' 0 9 3'-4' 1' I 400 3aw MIN 1 (1@PJ ECM>E O BWXW O I O 60Ay4 R-qN FOEWt" 6 ----, thaw PAN M I6I 6 w.l.c. WL OIINERS S[fITE - I >a M I >: P4+G6 IC DX IF.O. W-6 + GIRR 6' G6 IG (G4lEIl i 6'i1D 6U/ 6 lAv Wv 1 R-16N C :. 9 0' 3'-10' 3'-T W-V 3'-6' 1-b' i0 T I I'-6' '- 10' I s le 4J 6 + ® BEDROOM i3 9 i11p4 ram) a 6i s r- m cip OaIIL- = e R/T Imam C GI sm W- 0 GA -7' O 3'-4' I r '-7 5'-0' I -7 a S 4M s! — FT14T 1d11 T -- R• 16N -- r l + DBL - BI4GlD 6TID 7' BEDROOM 02 Y 3tO304i7Ir0- aA4C1REI1 — I A1306{-6F1 7 0 I 3 U-5w O L - - - - - - - - - - E& M O" E Y1-- - - - - - - ------- - - - - - - RA BELOW B A 4'- 4' 4'-4' 5'-3' SECOND FLOOR PLAN 6CAa. E. 114 . I'-0' ELEVATION W A I C N I T I C T 6 Design Group... 1su R. RWALU RHCYI alVU. 1AR74000. n a7770 pK " T.77afWa 7AX" 7.77"74 0d. 1p V.X,— M 0. 00=5 ii KENSINGTON RESERVE 1DT 193) MODZU DORAL VEMIONJOL) PROJECT F: 2997. 000 PAGE: SECOND FLOOR PLAN DATE: 2/23, 163 SCALE: 1/4"=1'-0" 4 or 9 CITY OF SANFORD BUILDING & FIRE PREVENTION i PERMIT APPLICATION Application No: C S' ng fi on Documented Construction Value: $ —7 0. 00 Job Address: —! Historic District: Yes No Parcel ID: 11 1 Residentia:06mmercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Khrissy Or Jamie Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email: infor a )i-orlando.com Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-CO57881 ArchitectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, bola, and air conditioners, etc. FBC 1053 Sball be inscribed with the date of application and the code in effect as of that date: 50 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Applicatiou J fNOTICEo addition to the requitements of this permit, there may be additional restrictions applicable to this property that may beinpublicrecordsofthiscounty, and there may be additional permits requucd 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 Samford regimes payment of a plan review fee at the time ofpermit 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 ali of the foregoing information is accurate and that all work will be done in co>mmPHRnce with all applicable laves regulating construction and zoning. Simmiurc orown eNAgem ' Date Print OwaedAgent-a Name Sigmluoe of Notary State of Fluids Daft Owner/ Agent is Personally Known to Me or Produced ID Type of ID Si11RAW- ofCoatrecm 1Agn,t u A. 71mma Smith FdfftCotmaelodAgmtt' s Name j) F00, Sgoa uhm.L,otary ta>b of I Dtte / 11knemxkeSmnh NOTARY PUBLIC STATE OF FLORIDA Corutn taG1388SB t Expires 8/211awl Contracior/Agent is X Personally Knows to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ' Electrical Mechanical [] Construction Type: Total Sq Ft of Bldg: Plumbing[] Gas Roof Occupancy Use: Flood Zone: Min. Occupancy Load: New Construction: Electric - # of Amps of Stories: Plumbing - # of Fiatnres Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COBEMF TS: UTILITIES: WASTE WATER FIRE: BUILDING- Revi:c& rue 30. 201 S Feimit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I /5y Documented Construction Value: $ L414 j3 Job Address: 37`-1 // CIS' on J Qn Historic District: Yes No Parcel ID: Residential. q Commercial Type of Work: Ne 1 Addition Alteration D Repair Demo Change of Use Move Description of Work: N911 A) 01DO C 1 Plan Review Contact Person: Title: Phone: Fax: Email; Property Owner Information Name n S IIPhone: - Street: 74 Resident of property? : City, State Zip: .H _3a,Q i / Contractor Information Name )I mp r 1 p t• Y ; c. C', Phone: - OO D - G 1 L 7 h Street: O r%_ ( Sty V Fax:7 _ 8q ' City, State Zip: V • .r' 3 a ' cg State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU rNTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Applicationis hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in thisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be Inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application a J' 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owncr/Agent Datc Print Owncr/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of lD Signature of Contnactor/Agent DateooffContnactor/Agent Date ph /i9 Contractor/ Agent is Personally Known to Me or Produced ID ype 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: COMMENTS: ENGINEERING: UTILITIES: FIRE: Flood Zone: of Stories - Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Pcmmit Application RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot93KensingtonReserveDoralBGR Builder Name: Ryan Homes Bv( O Street: 3798 CRAWLEY DOWN LOOP Permit Office: SANFORD Z 0 City, State, Zip SANFORD , FL, 32773 Permit Number: # 8 5 v45 % 0, Owner: Jurisdiction: 6915000 9 Design Location: FL, Orlando County:: Seminole (Florida Climate Zonet:NT 1. New construction or existing New (From Plans) 9. Wall Types(2380.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1120.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 886.67 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Exterior R=11.0 373.33 ft' 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1141.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1141.00 ft 6. Conditioned floor area above grade (ft') 1887 b. N/A R= ft' Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(255.8 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 377.4 a. U-Factor: Dbl, U=0.35 178.77 ft' SHGC: SHGC=0.29 b. U-Factor: Dbl, U=0.62 64.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.29 a. Central Unit 34.8 SEER:15.00 c. U-Factor: Dbl, U=0.32 8.00 ft' SHGC: SHGC=0.25 13. Heating systems kBlu/hr Efficiency d. U-Factor: other (see details) 5.00 ft' a. Electric Heat Pump 32.6 HSPF:8.50 SHGC: other (see details) Area Weighted Average Overhang Depth: 3.502 ft. Area Weighted Average SHGC: 0.289 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1887.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1502.00 ft' b. Conservation features b. Floor over Garage R=19.0 385.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.136 Total Proposed Modified Loads: 55.02 PASSTotalBaselineLoads: 58.89 1 hereby certify that the plans and spec• icabons covered by Review of the plans and S-r . this calculation are in compliance wit the Florida Energy specifications covered by this O S$E O Code. calculation indicates compliance with the Florida Energy Code. rrir '• ry i'; :. „ O PREPARED BY: ~ "'- Before construction is completed DATE: 3-2-1 R Scott Pratt this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as signed, is in compliance Florida Statutes. with the Florida Energy Cod COb {tf6'T OWNER/AGENT: BUILDING OFFICIAL: DATE: 3/2/2018 DATE: 9.;,- IttC- Compliance requires cer.AleAon by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 3/2/2018 8:10 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lot93KensingtonReserveDora Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1887 Lot # 93 Owner Name: Total Stories: 2 Block/Subdivision: KENSINGTON RESE of Units: 1 Worst Case: No PlatBook: Builder Name: Ryan Homes Rotate Angle: 0 Street: 3798 CRAWLEY DOW Permit Office: SANFORD Cross Ventilation: No County: Seminole Jurisdiction: 6915000 Whole House Fan: No City, State, Zip: SANFORD , Family Type: Single-family FL, 32773 New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1887 .16039.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1887 16039.5 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 -_- __ 385 ft' 19 0.13 0 0.87 2 Slab -On -Grade Edge Insulatio Main 95 ft 0 756 W 0.45 0 0.55 3 Slab -On -Grade Edge Insulatio Main 66 ft 0 746 W 0 0 1 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2044 ft' 0 ft' Medium 0.85 N 0.85 No 0 22.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1887 ft' N N 3/2/2018 8:10 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Free Truss Type 1 Under Attic (Vented) Main 38 Blown 1141 ftz 0.11 Wood WALLS Adjacent Space Cavity Width Height Iue Gf In Ff In Area Sheathing Framing Solar R-Vahm FraCllnn Ahgor Below rrarl u 1 S Exterior Frame - Wood Main 13 40 0 8 0 320.0 ftz 2 0.25 0.9 0 2 S Exterior Concrete Block - Int Insul Main 4.1 21 0 9 4 196.0 ftz 0 0 0.6 0 3 W Exterior Frame - Wood Main 13 30 0 8 0 240.0 ftz 2 0.25 0.9 0 4 W Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ftz 0 0 0.6 0 5 N Exterior Frame - Wood Main 13 40 0 8 0 320.0 ftz 2 0.25 0.9 0 6 N Exterior Concrete Block - Int Insul Main 4.1 35 6 9 4 331.3 ftz 0 0 0.6 0 7 E Exterior Frame - Wood Main 13 30 0 8 0 240.0 ftz 2 0.25 0.9 0 8 E Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ftz 0 0 0.6 0 9 Exterior Frame - Wood Main 11 40 0 9 4 373.3 ftz 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 25 3 8 24 ftz 2 Wood Main None 25 2 8 16 ftz WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.32 0.25 N 8.0 ftz 1 ft0 in 0 ft11 in Drapes/blinds Exterior 5 2 S 1 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ftz 1 ft 0 in 0 ft11 in Drapes/blinds Exterior 5 3 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 30.5 ftz 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 4 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 6.0 ftz 1 ft 0 in 1 ft0 in Drapes/blinds Exterior 5 5 N 6 Vinyl Low-E Double Yes 0.35 0.29 N 16.2 ftz 1 ft0 in 10 ft 8 in Drapes/blinds Exterior 5 6 E 7 Vinyl Low- E Double Yes 0.34 0.31 N 5.0 ftz 1 ft0 in 0 ft11 in Drapes/blinds None 7 E ' 7 Vinyl Low-E Double Yes 0.35 0.29 N 30.8 ftz 1 ft0 in 0 ft11 in Drapes/blinds Exterior 5 8 E 8 Vinyl Low-E Double Yes 0. 62 0.29 N 64.0 ftz 11 ft 0 in 0 ft6 in None Exterior 5 9 W 3 Vinyl Low-E Double Yes 0.35 0.29 N 15.3 ftz 1 ft 0 in 3 ft 7 in Drapes/blinds Exterior 5 10 E 8 Vinyl Low-E Double Yes 0.35 0.29 N 32.4 ftz 1 ft0 in 10 ft 8 in Drapes/blinds Exterior 5 11 S 2 Vinyl Low-E Double Yes 0.35 0. 29 N 32.4 ftz 1 ft 0 in 10 ft 8 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 452 ftz 452 ftz 48.1 ft 8.5 ft 1 3/2/2018 8:10 AM EnergyGauge® USA - FlaRes2017 Section R405. 4.1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000378 1871.3 102.73 193.2 .3398 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Exterior 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ftz 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 6 377.4 ft Main 94.35 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Cooling Jan Feb H Mar Heatin HJan HFeb MarVentingJanFebXMar Ceiling Fans: Apr Ma Jun Jul X AugSe Oct Jun Jul AugJ1e OctWArMa11AprMayJunJulAugSepOct Nov Nov X Nov Dec Dec Dec 3/2/2018 8:10 AM EnergyGauge® 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 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 3/2/2018 8:10 AM 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* = 93 The lower the EnergyPerformance Index, the more efficient the home. 3798 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=0.32 SHGC: SHGC=0.25 d. U-Factor. other (see details) SHGC: other (see details) Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. N/A New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Exterior 3 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 1887 b. N/A Area c. N/A 178.77 ft' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 64.00 W 12. Cooling systems 8.00 ft' a. Central Unit Insulation R=0.0 R=19.0 R= 5.00 ft' 13. Heating systems a. Electric Heat Pump 3.502 ft. 0.289 Area 14. Hot water systems 1502.00 ft' a. Electric 385.00 ft' ft' 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 Spgrgy saving features which will be installed (or exceeded) in this home before final inspec 'o Otherwise, a new EPL Display Card will be completed based on installed Code o i t features. Builder Signature: Date: 3/2/2018 Address of New Home. Crawley Down Loop City/FL Zip: 32773 Insulation Area R=13.0 1120.00 ft' R=4.1 886.67 ft' R=11.0 373.33 ft' R= ft' Insulation Area R=38.0 1141.00 ft' R= ft' R= ft' R ft' 6 377.4 kBtu/hr Efficiency 34.8 SEER:15.00 kBtu/hr Efficiency 32.6 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 3/2/2018 8:10 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3798 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-buming 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 leakagd/lrindows, 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. 3/2/2018 8:11 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41°C) or below 55'17 (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. 3/2/2018 8:11 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'Yz 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 1407 (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 Ceitified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUIV CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 3/2/2018 8:11 AM EnergyGaugeS USA - FlaRes2017 - FBC 6lh 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 healing 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 401F (4.81C). 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 14403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 3/2/2018 8:11 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heal pumps are not required to meet this standard. R403.11 Portable spas (Mandatorybe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 3/2/2018 8:11 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Compile 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: Lot93KensingtonReserveDoralBGR Builder Name: Ryan Homes Street: 3798 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 6915000 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 Pxtpnd hPhind pining and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover olates and walls or ceolonas. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 3/2/2018 8:11 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft• Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM For: Ryan Homes 3798 CRAWLEY DOWN LOOP, SAN FORD, FL32773 Job: Lot93KensingtonReserv... Date: 08/31 /2016 By: JMJ Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 25525 Btuh Entering coil DB: 76.5°F Outdoor design WB: 76.2°F Latent gain: 4364 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 29889 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Actual airflow: 1160 cfm Sensible capacity: 28750 Btuh Latent capacity: 5762 Btuh Total capacity: 34512 Btuh Design Conditions Outdoor design DB: 42.3°F Indoor design DB: 70.0°F Model: GSZ140361K+ASPT47D14A 1130/6 of load 132% of load 115% of load SHR: 83% Heat loss: 22844 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32228 Btuh 141% of load Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.9 kW 119% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. Entering coil DB: 69.5°F Capacity balance: 34 OF Economic balance: -99 OF 40- wright.soR' 2018-Mar-02 07:32:31 1 :. .,,,, ,.,., .,., Right-Sulte® Universal 2018 18.0.10 RSU23828 Page 1 t &...erveDoralBGR\Lot93KensingtonReserveDoralBGR.rup Calc - MJ8 House laces: W Com onent Constructions Job: Lot93KensingtonReserv... Wrightsoft• P Date: 08/31/2016 Entire House By: JMJ DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM For: Ryan Homes 3798 CRAWLEY DOWN LOOP, SANFORD, FL32773 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 (°F) - 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 Stuhm T M-•F/Bwh MOM Btuh BWhAl BWh Walls 12C-2sw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 320 0.081 15.0 2.24 718 2.34 748 fnsh, r-2 ext bd ins, 2"x4" wood irm, 16" o.c. stud a 205 0,081 15.0 2.24 459 2.34 478 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int ins Partitions 12B-Osw: Frm wall, r-11 cav ins, 1/2" gypsum board int insh, 2"x4" wood irm, 16" o.c. stud s 297 0.081 15.0 2.24 666 2.34 694 w 188 0.081 15.0 2.24 422 2.34 440 all 1010 0.081 15.0 2.24 2265 2.34 2361 n 315 0.201 0 5.57 1754 5.29 1668 e 183 0.201 0 5.57 1021 5.29 971 s 163 0.201 0 5.57 909 5.29 865 w 55 0.201 0 5.57 308 5.29 293 all 717 0.201 0 5.57 3992 5.29 3796 357 0.097 11.0 2.69 960 1.75 626 Windows 2A-2om: 2 glazing, clr low-e ouir, air gas, mil no brk irm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 e ft overhang (5.3 ft window ht, 10.67 it sep.); 6.67 ft head ht s all 2B-21m: 2 glazing, Or low-e outr, air gas, mil no brk frm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 1 it overhang (1.25 ft window ht, 0.92 it sep.); 6.67 it head ht 2B-2im: 2 glazing, clr low-e ouir, air gas, mil no brk irm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.08 ft window ht, 0.92 ft sep.); 6.67 ft head ht s all 2A-2omd: 2 glazing, clr low-e ouir, air gas, mil no brk Irm mat, clr innr, e 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 11 ft overhang (8 it window ht, 0.5 ft sep.); 6.67 it head ht 2A-2om: 2 glazing, clr low-e ouir, air gas, mtl no brk frm mat, clr innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 it overhang (4 it window ht, 0.92 ft sep.); 6.67 ft head ht 16 0.350 0 9.69 158 10.5 171 33 0,350 0 9.69 317 29.0 947 33 0.350 0 9.69 317 11.9 390 82 0,350 0 9.69 792 18.4 1507 5 0.340 0 9.42 47 35.7 179 31 0.350 0 9.69 296 29.0 883 15 0.350 0 9.69 148 10.6 162 46 0.350 0 9.69 444 22.9 1045 64 0,620 0 17.2 1099 16.9 1083 8 0.350 0 9.69 78 10.5 84 Wrlghttsoft- 2018-Mar-02 07:32:31Ig - ,,,,-, Right -Suite® Universal 2018 18.0.10 RSU23828 Page 1 erveDoralBGR%Lot93KensingtonReserveDoralBGR.rup Calc - MJ8 House laces. W 2A-2om: 2 glazing, clr low-e outr, air gas, mil no brk frm mat, clr innr, w 31 0.350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.08 If window ht, 1 If sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mil no brk frm mat, clr innr, w 15 0,350 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.29); 50% drapes, medium; 1 ft overhang (5.08 ft window ht, 3.58 If sep.); 6.67 ft head ht 2B-21m: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 6 0.320 1/4" gap, 118" thk; NFRC rated (SHGC=0.25); 1 ft overhang (3 ft window ht, 1 If sep.); 6.67 If head ht Doors 11 DO: Door, wd sc type w 24 0.390 Ceilings 16B-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int insh Floors 20P-19c: Fir floor, frm fir, 6" thkns, carpet fir insh, r-19 cav ins, gar ovr 22A-ipl: Bg floor, light dry soil, on grade depth n 16 0.390 all 40 0,390 1141 0.026 385 0.050 95 0.989 0 9.69 296 29.0 883 0 9.69 148 29.0 442 0 8.86 53 29.6 178 0 10.8 259 12.0 289 0 10.8 173 12.0 193 0 10.8 432 12.0 481 38.0 0.72 822 1.41 1612 19.0 1.39 533 0.72 276 0 27.4 2603 0 0 Wrightso9t' 2018-Mar-0207:32:31 j"'.,K. Right -Suite® Universal 2018 18.0.10 RSU23828 Page 2AMA..erveDoralBGR%Lot93KensingtonReserveDoralBGR.rup Cale - MJ8 House faces: W Project Summary Job: LotMensingtonReserv... rowrightsofr y Date: 08/31 /2016 Entire House By: JMJ DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax- 407-333-3853 Web: WWW.DELAIR.COM Project• • For: Ryyan Homes 3798 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: L.S. 3-2-18 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 18655 Btuh Ducts 4189 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 22844 Btuh Infiltration Method Construction quality Fireplaces Area (ftz Volume ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 He 180 Co 188 16180 16180 0.50 0.26 135 70 Sensible Cooling Equipment Load Sizing Structure 19447 Btuh Ducts 6078 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Equipmenf sensible load 25525 Btuh Latent Cooling Equipment Load Sizing Structure 3174 Btuh Ducts 1190 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4364 Btuh Equipment Total Load (Sen+Lat) 29889 Btuh Req. total capacity at 0.75 SHR 2.8 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Trade GOODMAN; JANITROL; AMANA DISTI... Model GSZ140361 K Cond GSZ140361 K AHRI ref 8242629 Coil ASPT47D14A AH R I ref 8242629 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 OF Backup: 8.5 HSPF 32600 Btuh @ 47°F 26 OF 1160 cfm 0.051 cfm/Btuh 0.30 in H 20 Input = 8 kW, Output = 27110 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 26100 Btuh 8700 Btuh 34800 Btuh 1160 cfm 0.045 cfm/Btuh 0.30 in H2O 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Q 0 wrlghtsoTt- 2018-Mar-02 07:32:31 AZK.... , ..-. . Right -Suite® Universal 2018 18.0.10 RSU23828 Pa e 1 erveDoralBGR\Lot93KensingionReserveDoralBGR.rup Calc - MJ8 House faces: W 9 wrightsofr Right-JO Worksheet Entire House DEL -AIR HEATING 8r AIR CONDITIONING531CODISCOWAY, SANFORD, FL 32771 Phone: 407-333-2665 ax: 407-333.3853 Web: WWW.DELAIR.COM Job: Lot93Kensington ReserveDo... Date: 08/31 /2016 By: JMJ 1 Room name Entire House Great Room 2 Exposed wall 235.0 It 47.0 It 3 Room height 8.5 It 9.3 it heal/cool 4 Room dimensions 1.0 x 415.3 It 5 Room area 1896.5 IF 415.3 1? Ty Construction U-value Or HTM Area (fib Load Area (112) Load I number Btuh/ftZ°F) Bluh1f1') or perimeter (11) Btuh) or perimeter (11) Bluh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 W 12C-2sw 0,081 n 2.24 234 320 320 718 748 0 0 0 0 y/ 13A-2ocs 0.201 n 5.57 S29 331 315 1754 16M 257 240 1338 1272 VLC 2A-2om 0.350 n 9.69 10.46 16 0 158 171 16 0 158 171 y! 12C Zsw 0.081 a 224 234 240 205 459 478 0 0 0 0 11 2B-21m 0.340 a 9.42 35.73 5 0 47 179 0 0 0 0 2B- 21m 0.350 a 9.69 28.96 31 0 296 883 0 0 0 0 y/ 13A-2ocs 0.201 a 5.57 5.29 280 183 1021 971 145 112 623 593 2A- 2om 0.350 a 9.69 2a96 33 0 317 947 33 0 317 947 IG_G 2A- 2omd 0.620 a 17.17 16.92 64 64 1099 1083 0 0 0 0 y/ 12C-2sw 0.081 s 2.24 2.34 320 297 666 694 0 0 0 0 2A- 2om 0.350 s 9.69 10.46 8 8 78 84 0 0 0 0 2A- 2om 0.350 s 9.69 10.63 15 13 148 162 0 0 0 0 y 13A-2ocs 0.201 s 5.57 5.29 196 163 909 865 0 0 0 0 L-6 2A-2om 0.350 s 9.69 11.93 33 0 317 390 0 0 0 0 1y 12C-2sw 0,081 w 2.24 2-34 240 188 422 440 0 0 0 0 2A- 2om 0.350 w , 9.69 28.96 31 0 296 883 0 0 0 0 2A- 2om 0.350 w 9.69 28.96 15 0 148 442 0 0 0 0 2B- 21m 0.320 w 8.86 29.62 6 0 53 178 0 0 0 0 W 13A-2Dcs 0,201 w 5.57 5.29 79 55 308 293 37 13 74 71 t- D 11DO 0.390 w 10.80 1203 24 24 259 289 24 24 259 289 P 12B-Osw 0.097 269 1.75 373 357 960 626 219 203 546 356 L- 0 11 DO 0.390 n 10.80 1203 16 16 173 193 16 16 173 193 C 16B-38ad 0.026 0.72 1.41 1141 1141 822 1612 0 0 0 0 F 20P-19c 0.050 1.39 0.72 3B5 385 533 276 0 0 0 0 F 22A-t01 0.989 27.40 0.00 756 95 2603 0 415 47 1288 0 6 c) AED excursion 0 112 Envelope loss/gain 14563 14553 4777 3779 12 a) Infiltration 4093 1345 895 294 b) Room ventilation 0 0 0 0 13 Ihtemal gains: Occupants @ 230 4 920 2 460 Appliances/ other 2630 230 Subtotal pines 6 to 13) 18655 19447 5672 4763 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18655 19447 5672 4763 15- 1 Duct loads 1 22% 31% 4189 6078 22% 31% 1273 1489 Total room load 22844 25525 6945 6251 Air required (cim) 1160 1160 353 284 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgF trso'!• 2018 Mar 02 07:e 1 Right• Suite® Universal 2018 18.0.10 RSU23828 Page 1 erveDoralBGR\ Lot93KensingtonReserveDoralBGR.rup Calc - MJ8 House laces: W wrightsofr Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333.2665 Fax:407-333-3853 Web: WWW.DELAIR.COM Job: Lot931(ensingtonReserveDo... Date: 08/31/2016 By: JMJ 1 Room name Kitcherl/Dining PWDR 2 3 Exposed wall Room height 35.5 fl 9.3 It heallcool 12.5 ft 9.3 It heat/cool 4 5 Room dimensions Room area 14.5 x 21.0 It 3D4.5 IV 4.5 x 8.0 If 36.0 f12 Ty Construclion number U-value BIUWItZ°F) Or HTM Btuwfm Area (119 or perimeter (It) Load Bluh) Area (Its or perimeter (11) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 6 W yl L-C 12C-2sw 13A-2ocs 2A-2om 0.081 0.201 0.350 n n n 224 5.57 9.69 234 5.29 10.46 0 0 0 0 0 0 0 0 0 0 0 0 0 75 0 0 75 0 0 416 0 0 395 0 11 I-G 12C-2sw 2B-21m 0.081 0.340 a a 224 9.42 2.34 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2B-21m 13A-2ocs 2A-2om 0.350 0.2D7 0.350 a a a 9.69 5.57 9.69 28.96 5.29 28.96 0 135 0 0 71 0 0 397 0 0 378 0 0 0 0 0 0 0 0 0 0 0 0 0 yyll I--G I_ C, V612C-2sw 2A-2omd 0.62D 0.081 a s 17.17 224 16.92 2.34 64 0 64 0 1099 0 1083 0 0 0 0 0 0 0 0 0 2A-2om 2A-2om 13A-2Dcs 0.350 0.350 0.201 s s s 9.69 9.69 5.57 10.46 10.63 5.29 0 0 196 0 0 163 0 0 909 0 0 865 0 0 0 0 0 0 0 0 0 0 0 0y/ C 2A-2om 12C-2sw 0.350 0.051 s w 9.69 224 11.93 234 33 0 0 0 317 0 390 0 0 0 0 0 0 0 0 0yl I(r; 2A-2Dm 2A-2om 2B-21m 0.350 0.350 0.320 w w w 9.69 9.69 8.86 28.96 28.96 29.62 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 L-D P 13A-2ocs 11 DO 12B-0sw 0.201 0.390 0.097 w w 5.57 10.80 2.69 5,29 1203 1.75 0 0 154 0 0 154 0 0 414 0 0 270 42 0 0 42 0 0 234 0 0 222 0 0 I--D 11 DO 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 2OP-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 224-Id D.989 27.40 0.00 305 36 973 0 36 13 342 0 6 c) AED excursion 321 48 Envelope loss/gain 4109 2664 992 570 12 a) Infiltration 676 222 238 78 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 120D 0 Subtotal (lines 6 to 13) 4785 4316 1230 648 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4785 4316 1230 648 151 Duct 1 1 22% 31% 1074 1349 22"/u 31% 276 2D2 Total room load I 5859 5664 1506 850 Air required (cfm) 1 1 298 257 1 1 76 39 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w 10tv%wcx t- 2018-Mar-02 07:32.31 Right-SuileG Universal 2018 18.0.10 RSU23828 Page 2 erveDoralBGR\Lol93KensinglonReserveDoraiSGR.rup Calc a MJ8 House faces: W wright.soft' 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.DELAIR.COM Job: LotMensingtonReserveDo... Date: 08/31/2016 By: JMJ 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Master BDRM 29.5 It 8.0 It heal/cool 1.0 x 230.0 It 230.0 112 Master Bath 5.5 it 8.0 it heat/cool 1.0 x 71.5 it 71.5 112 Ty I Construction number U•value B1uhlft2-°F) Or HTM Btui f12) Area (I12) or perimeter (It) Load Btuh) Area (112) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross WP/S Heat Cool 6 W y! I -fa yl 12C-2sw 13A-2Dcs 2A•2om 12C 2sw 2B•2fm 2B-21m 13A-2ocs 2A-2Dm 2A-2omd 12C-2sw 2A-2om 2A-2om 13A-2ocs 2A-2om 2A•2Dm 2A-Zorn 2B-2Im 13A•2ocs 11D0 12S-0sw 0.081 0.201 0.350 0.081 0.340 0.350 0.201 0.350 0.620 0.081 0.350 0.350 0.201 0.350 0.081 0.350 0.350 0,320 0.201 0.390 0.097 n n n a a a a a a s s s s s w w w w w w 224 5.57 9.69 224 9.42 9.69 5.57 9.69 17.17 224 9.69 9.69 5.57 9.69 224 9.69 9.69 8.86 5.57 10.80 2.69 234 5.29 10.46 234 35.73 28.96 5.29 28,96 16.92 2.34 10.46 10.63 5.29 11.93 2-34 28.96 28.96 29.62 5.29 1203 1.75 128 0 0 108 0 31 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 128 0 0 78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 287 0 0 174 0 296 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 299 0 0 181 0 883 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 88 47 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 91 179 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ C y/ IL; Vh12C-2sw y/ D P L-D 11DO 16B-38ad 0,390 0.026 n 10.80 0.72 1203 1.41 0 230 0 230 0 166 0 325 0 72 0 72 0 51 0 101C F F 201P-19c 22A-Id 0.050 0.989 1.39 27.40 0.72 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 c) AED excursion 112 7 Envelope loss/gain 922 1801 186 364 12 a) Infiltration 481 158 90 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 600 0 subtotal (lines 6 to 13) 1404 2789 276 394 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1404 2789 276 394 15 Duct loads 1 22% 31% 315 872 22% 31% 62 123 Total room load I 1719 3650 338 517 Air required (cim) 1 1 87 166 17 23 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 31 Right-Sulle® Universal 2018 18.0.10 RSU23828 2018-Mar-02 0Page 3 gC:Gn....erveDoraiSGR\Lot93KensingtonReserveDoralBGR.rup Cale - MJ8 House faces: W wrightsoft' Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONINGF531CODISCOWAY, SANFORD, FL32771 Phone: 407-333-2665 ax: 407.333-3853 Web: WWW.DELAIR.COM Job: Lot93Kensing ton ReserveDo... Date: 08/31/2016 By: JMJ 1 Room name MWC MWIC 2 3 Exposed wall Room height 6. 0 It 8. 0 it heal/cool 14. 5 if 8. 0 If heal/cool 4 5 Room dimensions Room area 6. 0 x 4.0 it 24. 0 1t2 1. 0 x 61.3 it 61. 3 1? Ty Construction Btu1t/ U- Vwue Or HTM Btu1 ft Area ( fly or perimeter (11) Load Btuh) Area ( 92) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W yI L . G 12C- 2sw 13A- 2ocs 2A- 2om 0. 081 0. 2D7 0. 350 n n n 224 5. 57 9, 69 234 5. 29 10. 46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- 2sw 0.081 a 224 234 48 48 108 112 40 40 90 94 17 0 2B.21m 0.340 a 9.42 35.73 0 0 0 0 0 0 0 0 2B- 21m 0.35D a 9.69 28,96 0 0 0 0 0 0 0 0 y/ 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 0 ILa 2A-2omd 0.620 a 17.17 16.92 0 0 0 0 0 0 0 0 y/ 12C•2sw 0.081 s 224 234 0 0 0 0 76 76 171 178 2A• 2om 2A- 2Dm 13A- 2ocs 0. 350 0, 350 0. 201 s s s 9. 69 9. 69 5. 57 10. 46 10. 63 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 vj G 2A•2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 Vh 12C- 2sw 0.081 w 234 0 0 0 0 0 0 0 0 2A- 2om 2A- 2om 0. 350 0. 350 w w 9. 6969 99. 69 28. 96 28. 96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2B- 2Im 0.320 w 8.86 29.62 0 0 D 0 0 0 0 0 13A- 2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 t-D P 11DO 1213- 0sw 0. 39D 0. 097 w 10.80 269 1203 1. 75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11D0 0.390 n 10.80 1203 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.72 1.41 24 24 17 34 61 61 44 87 F 2OP-19c 0.050 1.39 0.72 0 0 0 0 0 0 0 0 F 22A-td 0,989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1 12 30 Envelope loss/gain 125 134 3D4 328 12 a) Infiltration 98 32 237 78 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) 223 166 541 405 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 223 166 541 405 15 Duct loads 1 22% 31% 50 52 22% 31% 121 127 Total room load I 273 218 662 532 Air required (cfm) 1 1 14 10 34 24 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrsg- F tmoTe- 2018-Mar-02 07:32:31 Right - Suite® Universal 2018 18.0.10 RSU23828 Page 4 erve0oralBGR\ Lol93KensinglonReserveDoralBGR.rup Calc - MJ8 House faces: W wrightsoft 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.DELAIR.COM Job: Lot93KensingtonReserveDo... Date: 08/31 /2016 By: JMJ 1 Room name BDRM3 Balht 2 3 Exposed wall Room height 10.5 11 8.0 it heal/cool 8.0 11 8.0 it heat/cool 4 5 Room dimensions Room area 1.0 x 168.0 if 168.0 ft' 7.0 x 8.0 1t 56.0 f12 Ty Construclion number U-value B1uh/ft2- F) Or HTM Btuf Itl) Area (It) or perimeter (it) Load Btuh) Area (fly or perimeter (It) Load Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-25w 0.081 n 224 234 0 0 0 0 0 0 0 0 yLl C 13A-2ocs 2A-2om 0.201 0.350 n n 5.57 9.69 5.29 10.46 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ 12C-2sw 0.081 a 224 234 0 0 0 0 0 0 0 0 11 C 2B-21m 0.340 a 9.42 35.73 0 0 0 0 0 0 0 0 C M0rn 0.350 a 9.69 28.96 0 0 0 0 0 0 0 0 Vj/ 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 I-(; 2A-Zomd 0.620 a 17.17 16,92 0 0 0 0 0 0 0 0 v 12C-2sw 0.081 s 224 234 84 69 154 161 64 56 126 131 I ---G C 2A-2om 0.350 s 9.69 10.46 0 0 0 0 8 8 78 84 2A-2om 0.350 s 9.69 10.63 15. 13 148 162 0 0 0 0 yL.G 13A-2ocs 0,201 s 5.57 5.29 0 0 0 0 0 0 0 0 ZA-2om 0.350 s 9.69 11.93 0 0 0 0 0 0 0 0 y/ 12C-2sw 0.081 w 234 0 0 0 0 0 0 0 0 L~-{(( 2om 0.350 w 99.6969 28.96 0 0 0 0 0 0 0 0 2A-2om 0.350 w 9.69 28,96 0 0 0 0 0 0 0 0 2B-21m 0.320 w 8.86 29.62 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0t-D P 11D0 12B-Osw 0.390 0.097 w 10.80 2.69 1203 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-D 11DO 0,390 n 10.80 17-03 0 0 0 0 0 0 0 0 C 16B-38ad 0,026 0.72 1.41 168 168 121 237 56 56 40 79 F 2OP-19c 0.050 1.39 0.72 16 16 22 11 49 49 68 35 F 22A-tol 0.989 27.40 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 29 1 1 .23 Envelope loss/gain 445 542 311 306 12 a) Infiltration 171 56 131 43 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6lo 13) 617 599 442 349 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 617 599 442 349 15 Duct loads 22% 31% 138 187 22% 31% 99 109 Total room load 755 786 541 457 Air required (cfm) 1 1 38 36 27 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wresi tsart- 2018-Mar-02 07:32:31 Right -Suite® Universal 2018 18.0.10 RSU23828 Page 5 erveDomlBGR\Lo193KensingtonReserveDomlBGR.rup Cale = MJ8 House faces: W wrightsofr Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665Fax: 407-333-3853 Web: WWW.DELAIR.COM Job: Lotg3KensingtonReserveDo... Date: 08/31/2016 By: JMJ 1 Room name BDRM2 laundry 2 3 Exposed wall Room height 25.0 It 8.0 It heat/cool 0 It 8.0 it heat/cool 4 5 Room dimensions Room area 1.0 x 144.0 1t 144.0 f1' 1.0 x 74.8 it 74.8 112 Ty Construction number U•value BluWfl-'F) Or HTM Btuft/It2) Area (ftj or perimeter (it) Load Btuh) Area (I11) or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heal Cool 6 W y/ C 12C-2sw 13A-2ocs 2A-tom 0.081 0.201 0.350 n n n 224 5.57 9.69 234 5.29 10.46 16 0 0 16 0 0 36 0 0 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Vj C 12C 2sw 2B-21m 0.081 0.340 a a 2.24P-34 9.42 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 2B-21m 13A-2ocs 2A-2om 0,350 0.201 0.350 a a a 9.69 5.57 9.69 28.96 5.29 28.96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2omd 12C•2sw 0.620 0.081 a s 17,17 2.24 16.92 2-34 0 96 0 96 0 215 0 225 0 0 0 0 0 0 0 0 V 2A-2om 2A-2om 13A-2ocs 0.350 0.350 0.201 s s s 9.69 9.69 5.57 10.46 10.63 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 0LG2A-2Dm 12C-2sw 0,350 0.081 s w 9.69 2.24 11.93 234 0 Be 0 73 0 163 0 170 0 0 0 0 0 0 0 0 2A-2om 2A-Zom 2B-21m 0,350 0.350 0.320 w w w 9.69 9.69 8.86 28.96 28.96 29.62 0 15 0 0 0 0 0 148 0 0 442 0 0 0 0 0 0 0 0 0 0 0 0 0 vLO P 13A-2ocs 11DO 12B-Osw 0.201 0.390 0.097 w w 5.57 10.80 269 5.29 1203 1.75 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1--D 11DO 16B-38ad 0.390 0.026 n 10.80 0.72 12.03 1.41 0 144 0 144 0 104 0 203 0 75 0 75 0 54 0 106C F 20P-19c 0.050 1.39 0.72 144 144 199 103 26 26 36 19 F 2ZA-td 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 145 50 Envelope loss/gain 866 1325 90 74 12 a) Inliltration 408 134 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) 1273 1460 90 674 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1273 1460 90 674 15 Duct loads 22% 31% 286 456 22% 31% 20 211 Total room load 1559 1916 110 885 Air required (cfm) 79 87 6 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgF tooT!• 2018-Mar-02 07:32:31 Right -Suite® Universal 2018 16.0.10 RSU23828 Page 6 erveDoralBGR\Lol93KensingtonReserveDoralBGR.rup Cale = MJ8 House laces: W wrightsoft 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.DELAIR.COM Job: LotWensingtonReserveDo... Date: 08/31/2016 By: JMJ 1 Room name Loll 2 Exposed wall 41.0 It 3 Room height 8.0 it heal/cool 4 5 Room dimensions Room area 1.0 x 311.3 it 311.3 ftz Ty Construction number U-value BtuWftZ°F) Or HTM Area (02) or perimeter (ft) Load Btuh) Area or perimeter Load Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12C-2sw 0.081 n 2.24 2.34 176 176 395 412 yl 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 C 2A-2om 0.350 n 9.69 10.46 0 0 0 0 V 12C-29w 0.081 a P-24 2.34 0 0 0 0 11 C ZB-21m 0.340 a 9.42 35.73 0 0 0 0 2B-21m 0.350 a 9.69 28.96 0 0 0 0 Vy 13A-2ocs 0.201 a 5.57 5.29 0 0 0 0 2A-2om 0.350 a 9.69 28.96 0 0 0 0 I) G ZA-2omd 0.620 a 17.17 16.92 0 0 0 0 12C-2sw 0.081 s 2.24 2.34 0 0 0 0 2A-2om 0.350 s 9.69 10.46 0 0 0 0 2A-2om 0.350 s 9.69 10.63 0 0 0 0 V L6 13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 2A-2om 0.350 s 9.69 11.93 0 0 0 0 12C-2sw 0.081 w 224 2.34 152 116 259 270 2A-2om 0.350 w 9.69 28.96 31 0 296 883 2A-2om 0.350 w 9.69 28.96 0 0 0 0 2B-21m 0.320 w 8.86 29.62 6 0 53 178 V1/ 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 Y-D P L. 1100 12B-Osw 0.390 0.097 w 10.80 2.69 12.03 1.75 0 0 0 0 0 0 0 0 11 DO 0.390 n 10.80 12.03 0 0 0 0D C 16B-38ad 0.026 0.72 1.41 311 311 224 440 F 20P-19c 0.050 1.39 0.72 150 150 207 107 F 22A-Id 0.989 27.40 0.00 0 0 0 0 6 c) AED excursion 376 Envelope loss/gain 1434 2666 12 a) Infiltration 669 220 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Applianceslother 0 Subtotal Pines 6to 13) 2103 2886 Less exlemal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2103 2886 15 Duct loads 22% 31% 472 902 Total room load 2576 3788 Air required (c1m) 131 172 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r wrlyF emo f!- . C ^-• Right-Suite®Universal 2018 18.0.10 RSU23828 2018-Mar-02 07:32:31 erveDoralBGR\Lot93KensingionReserveDoralBGR.rup Calc - MJ8 House faces: W Page 7 Duct System Summary Job: LotgUensingtonResem.. wrightsoft' Date: 08/31/2016 Entire House By: JMJ DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DELAIR.COM For: Ryan Homes 3798 CRAWLEY DOWN LOOP, SANFORD, FL32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0,120 in H2O 0.201 in/100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.201 in/100ft 1160 cfm 119 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Fig.Egv Ln (ft) Trunk BDRM2 c 1916 79 87 0.288 6.0 Ox 0 VIFx 13.2 70.0 BDRM3 h 755 38 36 0.325 6.0 Ox 0 VIFx 3.9 70.0 Baths h 541 27 21 0.304 4.0 Ox 0 VIFx 8.9 70.0 Great Room h 6945 353 284 0.218 10.0 Ox 0 VIFx 14.9 95.0 st1 KltcherdDining h 5859 298 257 0.220 10.0 Ox 0 VIFx 14.3 95.0 st1 Laundry c 885 6 40 0.328 4.0 Ox 0 VIFx 3.2 70.0 Loft c 3788 131 172 0.323 7.0 Ox0 VIFx 4.3 70.0 Mwc h 273 14 10 0.279 4.0 Ox 0 VIFx 16.0 70.0 MWlc h 662 34 24 0.288 4.0 Ox 0 VIFx 13.5 70.0 Master BDRM c 3660 87 166 0.301 7.0 Ox 0 VIFx 9.7 70.0 Master Bath c 517 17 23 0,292 5.0 Ox 0 VIFx 12.1 70.0 PWDR h 1506 76 39 0.201 5.0 Ox 0 VIFx 24.5 95.0 st1 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 727 580 0.201 520 16.0 0 x 0 VinlFlx wrightsoft- 2018-Mar-02 07:32:31 Right -Suite® Universal 2018 18.0.10 RSU23828 Page 1AM...erveDoralBGR\Lol93KensingionReserveDoralBGR.rup Calc - MJ8 House laces: W Return Branch Detail Table Name Grille Size (in) Htg cfm) Gig cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx wrightsoft' 2018-Mar-02 07:32:31 Right-Sulte® Universal 2018 18.0.10 RSU23828 Page 2 ACi+A...erveDoralBGR\Lol93KensingionReserveDoralBGR.rup Celc - MJ8 House laces: W FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, 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). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 3/2/2018 8:10:08 AM Page 1 of 1 II II II II IIII II II IAM II SBPL) I W CM II II II II II I I II II II II II II mow -- I I I GRBAT ROOM e as g ae i 255 1242 2wcd I 10' I I II 285 II r 12x12 lwcd 10' I --- I ray as I 18'x12' —_ —_— 0O A/C A 3" bath duct to roof cap 5' w/fan FO-"R Q J Nutone 696RNB Q1ox6d oo 40 2-CAR aa GARAGE U 2 3 V-e as Q A 13 d' P4 i CrAW NOTE TO BUILDERMTWOVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized In compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 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. 13 0 w 00 Q CL1 O w o W LJ Li Z E O lD Z L d V) d L Z O M LLJ Rating o N m w > z oz olii J Q 3 J O : Q W m 0- JC/) 0 0 3m-BN EGFM 3" bath duct to roof cap w/fan um Nutone 696RNB ° Q,- V rrANW) 25 8x41wcd R-l9N_ 4" bath duct O:x6ox6 lwcd 10 , to roof cap 4' II w/f an -light a.t.. Nutone 763RLNB 1 i Ic / i i . i ? 165 i to roof cap 7b x BEDR 41 lwcd IA''N1 11 41 16x16 rag I k V If,-*18' 4'• Cb vAAE 4 lwcd17012x6lwcd 4x18 rK-4W- ro as 10x6 lwcd 85rn 0 e _r ar. r rl) 9 6F•9H 9mBl-sl1 3.0 TON W/5KW @240V 1PH 18x13 plen L platform by bldr scale d/8'=1'0' NOTE TO BUILDER,MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized In compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 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. All duct has an r=6 Insulation value. 0— m V) w MH Q o 0 Y) ofCD LJ LJ V) L Z C3 O LD Z c d () d L Z OMW Rating o N W > O Z p •W J Q H m J O : Q CID 0-J(n0 1: Gs RECORD COPY q,44DRL..- LA 1L ^ydl/N w'TD aS. License # Name x Signature . L• U 6 AV Itav KI'it, 0a m RECORD COPY DESCRIPTION AS FURNISHED: Lot 93, KENSINGTON RESERVE,. as recorded in Plot Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryon Homes/NVR Inc. a6 5.00' w LOT 94 OFF e w w co z 5.00' LOT 30 PALM HAMMOCK ALLOTMENT PLAT BOOK 1, PGS 104-105 N OOe 19' 09" W 40.00' 7.80' LOT 93 3.5'X3.5' LANAI 37,80' PROPOSED RESIDENCE n MODEL: DORAL-B 4 2 CAR -GARAGE RIGHT 8.7' • ENTRY a 21.r 1 s' W LK PAVER DRIVE 5.00' w O l(j LOT 92 e w w o 8P 18 - (545 CA uZONINIFDATE 5.00' Ok to construct single family home with setbacks and impervious area shown on plan. . 9'/o mP. L)orak- $ ) CTP 10' urn ESMT ti 84,44' ?-. TL9 PC) 4' CONC. WALK N 00ro. 9' 09" W 00' CRA WLEY DOWN LOOP 50' PRIVATE R/W) PROPOSED - FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY „ I 2 d rVrtl•I lLV FRONT laam-1 FRONT PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20' PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE - 1,836t SQUARE FEET OR 39.9R SIDE 5' FOR 40' LOTS LOT GRADING TYPE A XjZe9F LOT CONTAINS 4,6001 SQUARE FEET SIDE 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS - 31.4' LNING AREA CONTAINS 1,214f SQUARE FEET SIDE 10' FOR 75' LOTS CONE LANAI PORCH CONTAINS 6101 SQUARE FEET SIDE STREET 25' CRUS.EMMEM?-SCOTT L7G ASSOC, INC. - LAND SURVErORS LEGEND LEGEND 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P • PLAT -0L • POINT ON LAIC NOTES: r • r1ELD 1Yr. • TYPICRL IP. •IRON PIPE C • POINT N REVERS[ CURVATURE 1. THE UNOCRSMNED ODES HEREBY CERTIFY TINT THIS SURVEY MELTS THE STANDWOS OT PRACITCC SET iORTH BY ML FLWNOA BOWD Or IF. •IRON ROD PCPOINT OF COMPOUND CURVATURE CONCRETE MONUMENT • RADIALC.N. . CONE PROFESSKVM SURVEYORS AND YAPPERS W CHAPRR 34-17 FLORIVA ADM/MSTRITP E COOS PURSUANT TO SECTION 02.027, /1WNW STATUES SET IF. • IA MR. IC nl! Q96 VP. . WITNESS POW B. UNLESS CYBOSSW WITH SURVEYOR'S SIONATURC AND ORIOUML RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAU0. THIS SURVEY WAS PREPARED FROM 1,11E RUORMATIOH IURNISHED M MC SURVEYOR MORE MAY BE OTHER RCSTRICTIM4REC. • POINT R[DREC P-0B. POINT Or BEGINNING CALL • CALCVLATW 1. OR ELSEYENIS 1141T Ai:EL7 T105 PROPERTY. 0.C. •POINT Or CDIWCHCLMCNT RN • PERHANCHT RCrCRENCC MOMMCHT 4. NO UNDERGROUND IMPROVEMENTS* HAVE BEEN LOCATED UMLS.S OTHCRRTSE SHOWN. CENTERLINE Fs. •FINISHED ROmt [LCVAi1W DSL WILDING SETBACK LINE DO SURVEY R PREPARED FOR THE SOIL BENEFIT OF THOSE CERTIFIED TD AND STI = NOT BE RCUED UPON Br ANY OTHER ENTITY. NLD • NAIL L DISK R/V • RIGHT-W-VAY BN. • BENCHMARK 0. DW[NSIONS SHOWN FOR THE LOCATION Of OIPROVCNDFTS HEREON SIWIRD NOT BE USED 10 RECONSTRUCT BOUNOIRY LINES. ESM1. EASEMENT 11A BASE DURING 7. BEARING$ ARE BASED ASSUMED MANY AND ON ME UNE SHOWN AS BASE BEARING (R&) DRAIN. DRAINAGE 0. ELEVATIONS, R SHOW ARE 840 ON U47OW GEODETIC VEMICAL pATUM OF 1920. UNLESS OTHERWISE NORM. UTC, • UTILITY IJC. CHAIN LINK rCHCE P. CERTIFICAR OF AUTNORWnON Y.o. 4390. VDYC. • VOOD FENCE C/o CONCRCTE ROCK SCALE I-- 120 —+ ORAWN BY., ••• P. C. POINT OT CURVATURE P. I. • POINT Or TARGENcr CERTIFIED Or.04TE ORDER No. DCSC. DESCRIPTION.. R • RADIUS PLOT PLAN OZ-19-2018 960-18 ARC LENGTH D • DELTA REVISED PLOT PLAN 02-22-18 CCHORD DCHORDBEARING NORTH I w THIS BUILDING/PROPERTY DOES NOT LIE WITHIN — THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 7lRM' M X. .SCOGRU ENM ZONE 7C MAP I 12117COOPOF (09-28-07) W S'0 .LS / 4801 ES' AF.:Lb IDWRPORATI,ON o co yT o 5 r 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE 0 0 LOT/BLK/MODEL: LOT:93 / MODEL:DORAL / ELEV:B / GAR R JOB#: 71396 MASTER#: WRCDRBL OPTIONS: LANAI i f = Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 4-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job WRCDRBL Site Information: ustomer Info: RYAN HOMES Project Name: A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 ot/Block: Model: DORAL "B" Nddress: 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: 3eneral Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special oading Conditions): esign Code: FBC2017rrPI2014 Design Program: MiTek 20/20 8.1 Nind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf rhis package includes -84 individual, dated Truss Design Drawings and 16 Additional Drawings. Nilh 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 A0211688 A01 G 1/8/18 13 A0211700 CAPP 1/8/18 25 A0211712 FL06 1/8/18 A0211689 A02 1/8/18 14 A0211701 CJ3 1/8/18 26 A0211713 FL07GE 1/8/18 1 A0211690 A03 1/8/18 15 A0211702 CJ3A 1/8/18 27 A0211714 FL08 1/8/18 I A0211691 A04 1/8/18 16 A0211703 CJ3P 1/8/18 28 A0211715 FL10GE 1/8/18 i A0211692 A05 1/8/18 17 A0211704 CJ5 1/8/18 29 A0211716 FL11 1/8/18 i A0211693 A06G 1/8/18 18 A0211705 CJ5A 1/8/18 30 A0211717 FL12G 1/8118 A0211694 B01G 1/8/18 19 A0211706 FG1 1/8118 31 A0211718 FL13G 118/18 1 A0211695 B04 1/8/18 20 A0211707 FL01 1/8/18 32 A0211719 FL14 1/8/18 I A0211696 C01GE 1/8/18 21 A0211708 FL02 1/8/18 33 A0211720 FL15 1/8/18 10 A0211697 CO2 1/8/18 22 A0211709 FL03 1/8/18 34 A0211721 FL16GE 118/18 11 A0211698 I CO3 1/8/18 23 A0211710 1 FL04 1/8/18 35 A0211722 I HJ5P 1/8/18 12 A0211699 CA 1/8/18_J 24 A0211711 I FL05 1/8/18 36 A0211723 I HJ7 1/8/18 he truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses, Id. 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, perANSUTPI-1 Sec. 2. he Truss Design Drawing(s)(TDD[s)) 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 rrojecrs deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TOD represents an acceptance of professional Anthony T. ngtneenng responsibility for the design of the single Truss depicted on the TOD only. The 3uilding 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. 3B BCA22100 0000004C 1287DF Page 1 of 2 A-1 ROOF TRUSSES A FLORIDA CORPORATION RE: Job WRCDRBL Jo. Seal # Truss Name Date 17 A0211724 J5P 1/8/18 18 A0211725 J7 1/8/18 19 A0211726 L01 G 1/8/18 10 j A0211727 j L02 j 1/8/18 11 1 A0211728 I M2 1/8/18 13 A0211730 M3 1/8/18 14 A0211731 ME 1/8/18 15 A0211732 M4 1/8/18 16 A0211733 M4GE 1/8/18 17 A0211734 MG7A 1/8/18 18 A0211735 MG7D 1/8/18 19 A0211736 VM3 1/8/18 i0 A0211737 VM5 1/8/18 it STDL01 STD. DETAIL 1/8/18 i2 STDL02 STD. DETAIL 1/8/18 i3 STDL03 STD. DETAIL 1/8/18 i4 STDL04 STD. DETAIL 1/8/18 6 STDL05 STD. DETAIL 1/8/18 i6 STDL06 STD. DETAIL 1/8/18 i7 STDL07 STD. DETAIL 1/8/18 i8 STDL08 STD. DETAIL 1/8/18 i9 STDL09 STD. DETAIL 1/8/18 M STDL10 STD. DETAIL 1/8/18 A STDL11 STD. DETAIL 1/8/18 R STDL12 STD. DETAIL 1/8/18 i3 STDL13 STD. DETAIL 1/8/18 i4 STDL14 STD. DETAIL 1/8/18 6 STDL15 STD. DETAIL 1/8/18 i6 STDL16 STD. DETAIL 1/8/18 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Page 2 of 2 ob j Truss Truss Type aty HOMES / DORAL WRCDRBL A01G Hip Girder 1 PIY 1 IRYAN A0211688 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, designoallruss.com Run: 8.120 s Nov 12 2017 Print: 3.120 5 Nov 12 2017 MiTek Industries, Inc. Mon Jan 6 10:25:24 2018 ID:tdgFhvlEVYsgU3bjPYJ3cyuE5n-HKp?EYIMLzsDB3w oKKiMKwnzJGothSXzercc Dead Load Dell. = 5/16 it 25 26 '` 27 11 28 — 29 30 4x8 = 2x4 11 300 = 700 MT20HS= 3x6 = 2x4 II 4x8 = LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.29 10-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Verl(CT) 0.59 10-12 606 240 BCLL 0.0 ' Rep Stress Ina NO WB 0.86 Horz(CT) 0.14 7 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(LL) 0.35 10-12 999 240 LUMBER - TOP CHORD 2x4 SP M 31 'Except' T2: 2x6 SP 240OF 2.0E BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 2527/0-3-8 (min 0-2-1) 7 = 2527/0-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 31) Max Uplift 2 = 878(LC 4) 7 = 878(LC 5) Max Grav 2 = 2527(LC 1) 7 = 2527(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5937/2079, 3-18=-7277/2618, 18-19=7279/2619, 4-19=-7283/2620, 4-20=-7278/2617, 20-21=-7278/2617, 21-22=-7278/2617, 5-22=-7278/2617, 5-23=-7291 /2627, 23-24=-7287/2626, 6-24=7286/2625, 6-7=-5937/2078 BOT CHORD 2-13=-1829/5420,13-25=-1825/5384, 25-26=1825/5384, 12-26=-1825/5384, 12-27=-2511f7287, 11-27=-251117287, 11-28=-251117287, 10-28=2511/7287, 10-29=-1833/5383, 29-30=-183315383, 9-30=-1833/5383, 7-9=-1837/5419 WEBS 3-13=-99f752,3-12=-772/2254, 4-12=-769/502,5-10=-785/504, WEBS 3-13=-99f752,3-12=-772/2254, 4-12=-769/502, 5-10=-785/504, 6-10=-780/2264, 6-9=-96/751 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsi; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 878 lb uplift at joint 2 and 878 lb uplift at joint 7. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 lb down and 247 lb up at 7-0-0, 123 lb down and 139 lb up at 9-0-12, 123 lb down and 139 lb up at 11-0-12 123 lb down and 139 lb up at 13-0-12, 123 lb down and 139 lb up at 15-0-0, 123 lb down and 139 lb up at 16-11-4, 123 lb down and 139 lb up at 18-114, and 123 lb down and 139 lb up at 20-114, and 220 lb down and 247 lb up at 23-0-0 on top chord, and 418 lb down and 136 lb up at 7-0-0, 88 lb down at 9-0-12, 881b down at 11-0-12, 88 lb down at 13-0-12, 88 Ib down at 15.0 , 88 Ib down at 16-11-4, 88 lb down at 18-11.4, and 88 lb down at 20-11-4, and 418 lb down and 136 lb up at 22-11-4 on bottom chord.. The design/selection of such connection device(s) is the responsibility of others. PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 173 lb FT = 0% 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead * Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-00, 3-6=-60, 6-8=-60, 2-7=20 Concentrated Loads (lb) Vert: 3=-173(F) 6=-173(F) 11=-71(F) 13=418(F) 9=418(F) 18=-123(F) 19=-123(F)20=-123(F) 21=-123(F) 22=123(F) 23=-123(F) 24=-123(F) 25=-71(F) 26=-71(F) 27=71(F) 28=-71(F) 29=-71(F) 30=-71(F) I1F.", nomd•{wiM.1*1111011151HrIlIln 61011IWOI(aRInrlSniW4ipllr1xo061QAIr 1.a frp Yrp 11IdnuSoki— pYu1 I A oN•rIA,d1 plrl sor rsn J/p rpMlm•,dl n 4m pup bre0,1•Rfupr)r•+ue lNgrrus p xrrprnfwlgw apuWrrrM}rrvp 6•flgsl•rlOrr. rnllll 41mp•u•p11 Im"" Anthony T. Tombo 111, D.E. r.ur0.l rgalpinr nlNlgrs Ors,ro tu+mMq.rrlhlpy.YrW+rQ.rirrYdMll u r1M.o.q drrl r•rwnrrringrd>t y 0.q.u!e•rYq Odwrnq eYgr .6=3 b tngp•r.rrr x. ow•u.•Yrrterrponrprr..rprlp11.1+41rOp10/glxr Wlnid rrperpYa Aldriurnq•mYnrpn+p 4ntpup,Imtprp5et rlmu4iru,rm 4451 St. Lucie Blvd. e..wld.+hltrn r r r.wai.r.ir.r.d ni nro rlm+poptlrkNRb*V.1.101" pwrorwiq ugraranneur•nu Fort Dlerce, FL 34946 ppith10111AAltpllmxl• AIM1IgI.b 41I0./i t1p11 aia WWII dKMILisnll.airp 1i1'dd ifimo/ninnynaininhoAdGdhaur•Aglwy1,Ink 10,U. Job Truss Truss Type aty Ply RYAN HOMES / DORAL WRCDRBL A02 Hip 2 1 A02116b9 Job Reference o tional c.w, • .r+a+v, ucmy,. alye ruua.wm nun: o. oLu 5 Nov 12 207 r Print: 6 7L0 s Nov R 20 r MI I ex Industries, Inc. Mon Jan 8 10:25:25 2018 Page ID:ldgFhvjEWsgU3bJPYJ3cyuE5n-IXNNRuJ 6H_4pCVBMlrxuYTuDjZgclSgClbALVzxSm 1-0 94)-0 15-" i 21 0-0 30-0 0 1 1 9-0.0 6-0.0 6 - 9.0.0 1 4x8 = 4x8 = Dead Load Den. = 114 it 4x4 = 1.5x4 II sx8 = 1.5x4 11 4x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/den Ud PLATES GRIP TCLL 20.0 Plate Grip Di 1.25 TC 0.90 Vert(LL) 0.19 B-16 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,65 Vert(CT) 0." B-16 812 240 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.08 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS W1nd(LL) 0.29 8-16 999 240 Weight: 130 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 5-7-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 6 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 74(LC 16) Max Uplift 2 = 357(LC 8) 6 = 357(LC 9) Max Grav, 2 = 1260(LC 1) 6 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2355/1547,34=2394/1722, 4-5=-2394/1722,5-6=-2355/1547 BOT CHORD 2-10=-1221/2086, 9-10=-1221/2095, 8-9=-1227/2095, 6-8=-1226/2086 WEBS 3-10=11/364, 3-9=-218/518, 4-9=-372/342, 5-9=-218/518, 5-8=11/364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2 and 357 lb uplift at joint 6. LOAD CASE(S) Standard r..r • iho. r.dllrnw b •I1IDtr 1aSIIStllllfryamx Ima I taIDnoacaW41 r11r'llfOdaBalarr hra r.p rlgi..rr.r rrr.a. rr 1r.o by hrAaalrM WrS i Irb rl iioush.Id..ru rsrrr4..w mf b al,.a rM rso. rY.t4/MMYMq).arm Ito 1—"4mpr,Sny 1pr.) It Yq.R lArgmmwougba 4bportooMeop goop144lrb r6wg4b.01oroo.per.b 111". W. 1111.4toW. o,brrrrrro,'001Irwralnur.rir,nbrrr Ytgotr0n.,bOsire.cMq..r Ygry..YrroOolr.rFrrYdYlf uYrU1 rgrd4r10rwW..4rinttrrrrl lgq o.parrrlro 0/Mrnq.eYg4 4nthorry `.Tombo111,V.E. rir4grcprtra urnur.rlorrrarnrrar,rburrr,.'.rwyropaprrddglnrsal.rrrn r*oereo oll enrmr.mlrtrun4rnntr 1i0083tg., ir.tr a.p ham. r1r.,dmr.,rer. 445I St. lrxle Blvd. AnM44rhofregrp.rrr,Mrlpltknfrol MlrmrJ Ir onn101b6Y M¢e..lnxSrOatg.o ot rxq Ugedrrnne4bl.IM rypith10741/4•Italhnrn•6iog11ad.N,r.1. hprdrirrdinlaturn. isollowispNi6rirdmildAtwinr.Paauiiahmd•Itowhnses.Way1.lonMlt.r.1 Fort Pierce, FL 34946 11ob f Truss Truss Type ON Ply RYAN HOMES / DORAL A0211690 WRCDRBL A03 Hip 2 1 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, design@atlruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Mon Jan 8 10:25.25 2018 Page ID:IdgFhviEVYsgU3bJPYJ3cyuE5n-IXNNRuJ_6H 4pCVBMlrxuYTwEjZXclhgClbALVzxSm 1-0 6-10.1 11-0-0 19-0.0 23-1-15 30-0-0 1 1 6-1D-1 4-1-15 8-0.0 4-1-15 6-10-1 170 40 = 4x8 = LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.31 9-17 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.69 9-17 525 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wlnd(LL) 0.22 9-17 999 240 LUMBER - TOP CHORD 2x4 SP No.2 'Except' T2: 20 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. WEBS 1 Row at midpl 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min.0-1-8) 7 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 89(LC 16) Max Uplift 2 = 340(LC 12) 7 = 340(LC 13) Max Grav 2 = 1260(LC 1) 7 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-2434/1731, 3-4=-2069/1465, 4-5=-1871/1415, 5-6=-2069/1465, 6-7=-2434/1731 BOT CHORD 2-11=-1437/2210, 10-11=-1035/1870, 9-10=-1035/1870,7-9=-1445/2210 WEBS 3-11=-418/492, 4-11=-185/495, 5-9=-186/495, 6-9=419/492 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph; TCDL=S.Opst; BCDL=S.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 & 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 340 lb uplift at joint 2 and 340 lb uplift at joint 7. LOAD CASE(S) Standard Dead Load Dell. = 318 it PLATES GRIP MT20 244/190 Weight: 136 lb FT = 0% uq • m. r ry,... r•u 10(n1iS9f (Iller) umn nndAr wmrorsmwnra nrlumonsAnAr b r A a, r..d+sar r.ru. r M1ns hseYrvgpxjdrldiy n. bpr m. rL Idsr.rSAldh>ts m. 0lssul.M mhr r al,Nr 61A sm rfln J/hmlMbOf.h NI Al. I'm bw h*wo.'srrdd7tw.4b d.i drimAfvwl gimmil wWrrY b"*aV/,1m 60M r M M.r An. Ikstw"gr4n ymeal, uYM Anthony T. 111, D.E. 1 rdbtlnu ArwNhgnOrnq.digdOOvw,b0.lro.ed qd. N bibs .Ybudu0d 60Lb11.0%lAnrlralu POMP. b gnddA lf,r q AOed` Ims..Mq h Ay mr . Mmilbs.r q ddkb,ryeArind 8=3ilWerttlgtnOr Ihd.a mwtdM.blp.Ib.aarrYYndb MOghp dlddl w.0.',glJpYddhln 11llw d.lY cdrb¢ OrlAbnbi 51n.1lMdbl:mMy., t nMdDhr rinu 0 60'n.WaI u. 1, Blvd. vr.1Mgr(...I.r vtighdpnn bd MlmsAdphy. Alin 0 POyb*m.. inn Irm Iw-dgb n UsprWorn ed IM. Fort FLFortPierce, FL 30946 riDOb01DIAAdMIlmses•Willy 1.Ink M,1`1 ttp.b4ir.tlAnlarmrd,orglem,ispoldiihdWillow fill ninelnmissinhrmA•Ihdhrues-Arergl.IaNM.I.I. Job Truss Truss Type Oty Ply RYAN HOMES / DORAL WRCDRBL IA04 Hip 2 1 IA02116V4 Job Reference o tional A7 Roof trusses, Fort Pierce, FL 34946, design@allruss.com 3x4 = 13 1.50 II Run: 8.120 s Nov 12 2017 Print: 8 120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 10:25:26 2018 4x4 = 40 = Bead Load 0en. = 3/16 it 12 3x4 = 3x6 = 30 = 1.Sx4 II LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DDL 1.25 TC 0.81 Vert(LL). 0.24 9-10 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.37 9-10 977 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(CT) 0.10 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.20 12-13 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 244 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 7 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 104(LC 12) Max Uplift 2 = 359(LC 12) 7 = 359(LC 13) Max Grav 2 = 1260(LC 1) 7 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2485/1717, 34=-1828/1366, 4-5=-1626/1325,5-6=-1828/1366, 6-7=-2485/1717 BOT CHORD 2-13=-1413/2229, 12-13=1413/2229, 11-12=-882/1626,10-11=-882/1626, 9-10=-1421/2229, 7-9=-1421/2229 WEBS 3-13=0/296, 3-12=-777/633, 4-12=-266/447, 5-10=-266/447, 6-10=-777/633, 6-9=0/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cal. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunenl with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 2 and 359 lb uplift at joint 7. LOAD CASE(S) Standard 3x4 = PLATES GRIP MT20 244/190 Weight: 138 lb FT = 0% Vmq•Itawr.y+ryry.4.b•rtWIMIR IrlRouttroduotattolstatafpmlrmoxRwrrba1.p6WP.fb1mmlma.Mtm,M.p%ftP l.rbte.t1.b11LFLId.—immrnaW'dw"aw bm..b b1H m•O. rYera/MwMYblm.b nY U bnthy bpnDl.lyd+rhP.1bW RRInlwA..ql.abpGfwl..,,rynWtbbbgab.jrlm IpO1.bIY M.I111 bOymgbki.1" 1.n, may Anth"T. Tombo III, P.E. d.rd MlauY.Mirybb ryNiglbd.,b0 1.ewAge.bNf huq..bb m oabO.bFmbbdFlhruYm1111.bgpA4blD.Iq W uibinpad,lgl q aT,.almnybgaOYbnq Yg4 rrr4gt yrrte.r.awn va.btorbpoorpe.Babb64U.Prwgwm.pogwesrytnmw+m a mibpuapeatntenbny.manmunrsu.nn,r..t.,lropt.rtm,trea n,w„ ' 1i0683 An.Wry1ha107M 4....gMdr.tnMM blm/6xptgnnldlbbay6v n .Im Snblp./libr UgbWeq.ro E4.1.IM. 4451 St. Lucie Blvd Fort Pierce, Ft. 34946 G pitA10111AA•Itrrlhnlet•AAnrl ImM10,.1. tep.bdiuAtle/wrxµ'oullrm. ilpdi6'aelai6wAenidn naillibM1wA-1[rdhnu+•Au1a11.1bo66111,.I. 11ob Truss Truss Type Ob Ply RYAN HOMES / DORAL WRCDR6L A05 Common 5 1 A0211692 Job Reference (optional) Al Root Trusses, Foil Pierce, FL 34946, design(Wallruss.com Run: 5.1Z0 s NOV lZ ZUl r Print: u.1ZU s Nov 1Z 2U1 r mi l ex rnousines, inc. mon .tan n 1u:zxcr Zu10 rage I D: tdgFhviEW sgU3bJPYJ3cyuE5n-ivV8saL EeuEo2W IZTSuP_zYEa W Gc44wzfc4GPOzuSml s1-0-0 7-9-14 15-0.0 , 22-2-2 30-0-0 31-0 0 7-9-14 7-2-2 - 7-2-2 7-9.14 -0 a 4x6 = 5.00 12 Dead Load Dell. = 114 it 30 = 3x4 = 4x6 = 3x4 = 30 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.39 10-12 932 360 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(CT) 0.63 10-12 570 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.07 8 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.23 10-18 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 118(LC 12) Max Uplift 2 = 375(LC 12) 8 = 375(LC 13) Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown TOPCHORD 2-3=-2440/1750, 34=-2227/1669, 4-5=-2133/1694, 5.6=-2133/1694, 6-7=-2227/1669, 7-8=-2440/1750 BOT CHORD 2-12=-1448/2207, 12-19=-781/1435, 11-19=-781/1435, 11-20=-781/1435, 10-20=-781/1435, 8-10=-1455/2208 WEBS 5-10=-569/843, 7-10=-479/601, 5-12=569/843, 3-12=-479/601 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25h; 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) 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 nonconcurrenl with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to beanng plate capable of wilhslanding 375 lb uplift at joint 2 and 375 lb uplift at joint 8. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 131 lb FT = 0% x.t• 0m O It roe. w'1110L71O44S(1811iAt11nL 10l1 tomnlnmwe fart111m/nxlwr ra r.ry e+ypann rN4 m s+lm+hq+rn P111rw ueq 1 Itao,rl ld.wrb 1cti+ru m+ra..a++w w 1ot.rrll Alrl ott jat+YM NYMROe NI Nr VMS buplpwP1,pMk 00wjb W w 1111SWrisift ONOW11111o'Anthony T. Tombo III, D.E. A! list/I++rgWhitewnqnlYt4wOrr,b0—'%WwcW9derI+ItY ttnq.eit N+NdrO1.wR lbldrlYt 6 11111.bgtA4b111 1 trurvdbin+sim"hi gdit,e 41wt 1egNOitb I I it . M083 losk"" rNltrur.11/n+NaYwltO Iwp10m Ip Mrndb0lrtlm'IMt r s Im11440d 1t 111 ISAlatd rmlrtm pwtt ON le.,wnq+eu,eanrbinna+y,Im+lt p llrNrltN+WNrN,+dm 4451 St. Lucie Blvd. O.m YNMgr(wn M*tYmgtidlNl+INOtA 1M Im+r+gtrfa t01b61y p+¢n.Im+1p 1q e/g1.Yq n peltam+s Imrl IM1I Foot Pierce, FL 34946 w GFtritb0lDlAAdtalhltslt•A1D191I.IwM1e,11.!ep r ml d1And"noq,ualMm,i+polilutONidwtGe into FeouliahwA•Itwllimits • Way 1.Ink 10,rJ. Job Truss Truss Type Oty Ply RYAN HOMES / DORAL 1A02116J3WRCDRBLA06GRoofSpecialGirder11 Job Reference o tional v. o, v. • .c. .r.,r.v, vva,y„ alyo .uwa.wn, nun. p. ,cv a ,vw ,c cU i 1 rnnc O. I[U 5 nOv 14 4U7 r MI I eK mousines, Inc. Mon Jan tl 10:zb za 201a 4x8 = 4x6 = Dead Load Deft. = 318 Ir 3x4 = US = 700 MT20HS= 7x6 = 4x8 = Sx14 I 9-4-0 + 12-0 0 21 0 23-0 0 , 30-M 9 O 2aO QAn t:il Plate Offsets (X,Y) - 14:0-5-0,0-2-01,16:0-2-12,0-2-81, I10:0-2-15,Edae1 113:0-3-0 0.4-12] 115:0-2-00-1-81 LOADING( psf) SPACING- 2-M CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.35 13-15 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.71 13-15 510 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.39 13-15 920 240 Weight: 183 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' T4: 2x6 SP 240OF 2.OE, T5: 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3'Except' W8: 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 2-1-5 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-2-6 oc bracing. WEBS 1 Row at micipt 6-15, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 2042/0-3-8 (min.0-1-11) 10 = 3305/0-7-4 (min.0-2-12) Max Horz 2 = 77(LC 32) Max Uplift 2 = 615(LC 8) 10 = 1151(LC 9) Max Grav 2 = 2042(LC 1) 10 = 3305(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2- 3=4590/1458, 34=-4303/1382, 4- 5=-0661/1550, 5-6=-5013/1647, 6- 7=-8515/2965, 7-8=-7127/2516, 8- 9=-7877/2745, 9-10=-8011/2803 BOT CHORD 2- 16=126314202, 15-16=-113113937, 14- 15=2239/6991, 13-14=-2239/6991, 12- 13=2814/8513, 10-12=-2509/7359 WEBS 3- 16=-337/243,4-16=-126/386, 5- 15=563/1784,6-15=-3664/1365, WEBS 3- 1 6=-337/243, 4-16=- 126/386, 5- 15=563/1784,6-15=-3664/1365, 6- 13=-937/1786, 7-13=422/1622, 8- 12=-936/2865, 7-12=-2553/870, 4- 15=510/1417 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 41 All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 615 lb uplift at joint 2 and 1151 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 270 lb down and 247 lb up at 23-" on top chord, and 2236 lb down and 790 lb up at 21-4-12, and 418 lb down and 136 lb up at 22-114 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead ; Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Standard Uniform Loads (plf) Vert: 14=-00, 4-5--60, 5-6=-60, 6-8=-60, 8-11=-60, 2- 10=-20 Concentrated Loads (lb) Vert: 8=-173(8)13=-2236(B)12=-418(B) I. q-1bx l..,dll rim. r'l l roG IIO{W (Wllr OKu11M 1(DmI01S16Miri1Rr11IIIIRHWIr h, r.b W r str,r ul.bllnlMy bryPeldb I hp O,rl Id.Iw401Enru. liilMm abi b I,d7 rwsbr7tu+ lrMwMYbIa,dlU mbgigmrpr.flmtlq,'bW wlMprow Ircr/r 4funlgwAml OMrrty4rr./rMflgel rroM.IM1I.pupnu.Irl,rrllr n..dM Anthony T.TomIw111,RE own u Ztge.la be"rY..Yr.Mitxl.r/fdbMwil".YdIn 1.bq.d4b qrw W mit lwur,lq lrb t Ip dlb'.inm dJ Mbm llg4 lbl" M4 d,,d, r.brttrrrndpdandbWAqp in f/q lbM-11IMpin0441'lr911a,6,.rrp.drra VLlblroy di5lwdun rlm, rYpImlt optq..rlm IdlS,erlw 44$1 St.a Be Blvd. he lmpOt bym h 111 r MrWim..lm ha.lgw. dq WAR 11gMrrnn ld I.IIN Fort Dlefce, Fl. 34946 GfpgMOlII{A•Ife/ 11nnn•ArMgl.l1s11@,r. t. tepd aiedllhlwr en,bnrlwabpd,Ind.lOMllemionrnuniahnA•Itwl6rrset•WIw/1.IwMIA.r.1. rob f Truss Truss Type City PN HOMES / DORAL A0211694 WRCDRBL BO1G Hip Girder 1 IRYAN1 Job Reference (optional) Al Koot 1 nlsses, Pon Pierce; I-L J4bi4b, aeslgn(Ojal truss.com Kun: C.izu s Nov R zUi r Pnnt: v.izu s rvov 1z Lul r M11ex maustnes, inc. Mon Jan b Iu:za:CJ Zuiv rage ID-tdgFhvjE WsgU3bJPYJ3cyuESn-elcuHFMUAVUVHgpybtwt3OeelK?mY2aG7wZNUGzxSm 1-0-0 7-M 10-8 0 14-0 21-4-0 1.0 0 7-0.0 3.8-0 3 8-0 7-" Dead Load Dell. = 118 it A>R= 3x8 = 20 II 6x8 = 2x4 11 3x8 = LOADING (psi) SPACING- 2-" CSI. DEFL. in loc) 1/deg Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.13 8 999 360 TCDL 1 0. 0 Lumber DOL 1.25 BC 0.39 Vert(CT) 0.26 8 980 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.16 8 999 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 20 SP No.2 BOT CHORD 2x6 SP 2400F 2.0E WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purfins. BOT CHORD Rigid ceiling directly applied or 9-3.6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6 = 1760/Mechanical 2 = 1591/0-3-8 (min. 0-1-8) Max Horz 2 = 69(LC 8) Max Uplift 6 = 599(LC 9) 2 = 533(LC 4) Max Grav 6 = 1760(LC 1) 2 = 1591(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3440/1174, 34=4020/1489, 4-14=4020/1489, 5-14=4020/1489, 5-6=4020/1424 BOT CHORD 2-9=-1013/3108, 8-9=-1014/3124, 8-15=-1248/3680,7-15=-1248/3680, 6-7=-1242/3642 WEBS 3-9=42/353, 3-8=-534/1278, 4-8=-293/198, 5-8=-177/549, 5-7=131/743 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 599 lb uplift at joint 6 and 533 lb uplift at joint 2. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)123 lb down and 139 lb up at 12-34, and 220 lb down and 247 lb up at 144-0 on top chord, and 804 lb down and 327 lb up at 10-10-12, and 88 lb down at 12-34, and 418 lb down and 136 lb up at 14-34 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (p10 Vert: 1-3=-60, 3-5=-60, 5-6=-60, 2-6=-20 Concentrated Loads (lb) Vert: 5=-173(B) 8=-804(B) 7=-418(B) 14=-123(8) 15=-71(8) PLATES GRIP MT20 244/190 Weight: 109 lb FT = 0% hq.IMws.;rr1w1. 1.1110 nwjftns IA MIS r=110bWwRohb1a1. Wi4s.111rwwbal.0 WYsw flaMgrYSIp.MN1 41hn1ht4[r1.o81. Spo011q,nSMWwgA,qust aq•nrYyAtui nlgngssllg4hYqtrby61w61ur MICr,{..I•IRI. I.16Jpnvysa•ral aldtn4 0 Anthony 7. Tomb* 111, V.E. rnlr• nArnbwrYAlq.bu4w•D/b/.,a0.df.rw•r4s•bINg11y1.,.b.drrb4bgWbldwgarrnuAl4pnrrbl7rglrlwlrsbn rtltreA1 01*51!•rYgieM611ynMlSr ,SM3 k0% hwp•Wlrs I1101.w.brrrrp.6nrpnYn41bb"(m=dW*MwwdnpMpilrkiN dM&w1d•mWbpdrdm 114 idl mnwoNA3 r ism di. I s k4w. hms k*bp. W— F d=w.rw rbnuAhrk. lr.o 1pW lr..1bt11rprin r.d h6.l hrpt1p 41W 411M1flrp.,wtwftlm.4p.wrq MlYr agYL-0-01"rod.1111. i. Lucie 494 ForixttVlerce, FL3a946 ni1 10}IIAAIl.11bnrn•A.LLrgl.laMm,rf. teprNlirrdis/r...ed.i.gbailpoklad. 00tq cnrneiidnionAIled Imm-Aafmy1.hRM01.rJ. Job Truss Truss Type Oty Ply RYAN HOMES / DORAL l A02116 95WRCDRBLB04Hip11T Job Reference (optional) noon trusses, Fort Fierce, FL 34y46, oeslgn@aitruss.com 40 = 1•fun: 15.1zU s Nov 12 201 r Pnni: 0.120 s Nov 12 2017 Mi7ek Industries, Inc. Mon Jan 8 10:25,29 2018 4x4 = Dead Load Dell. = 3116 it 1.5x4 11 3x4 = 1.5x4 II3x4 = 30 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.38 6-11 680 360 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.55 6-11 462 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Wind(LL) 0.31 6-11 828 240 LUMBER - TOP CHORD 2x4 SP M 30 'Except' T2: 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlms. BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 852/Mechanical 2 = 915/0-3-8 (min. 0-1-8) Max Horz 2 = 75(LC 12) Max Uplift 5 = 223(LC 13) 2 = 252(LC 12) Max Grav 5 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1513/1020, 3-4=-1345/1044, 4-5=-1513/1019 BOT CHORD 2-8=-788/1338, 7-8=-788/1345, 6-7=-788/1345, 5.6=788/1338 WEBS 3-8=0/273, 4-6=0/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opst; h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 5 and 252 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 2441190 Weight: 77 lb FT = 0% Mq•Irwf i, m. M'r1 im nRx111 niigui NU1f yp*N.Mrn/wna Mom Mq b.q!IMJrM 1Aq 1. Ink 1JL Nam7Mldn w UMfOnmOro.O Gtt.M f4laws4awrflr r1p e,ar ff.4 fa,4y.Qf. yweln glr r..I tp nuns,..gr„nrrtn gr u4nw,e rlkt xrsyr m piaa.rls r.,.r nu lswpmwq ri= wgdq Mthom/T. Ttxnbo ill. P.E. r flAUmrgl4rgnl ny.J i0..4o.irM O p wfak M.,dsiil s4rprYfdillqut.rlFl. lr pn rl rnWlM a4nL Yltqui}rip.Itledrrbgtlalr r 4Y Ygsrlwar Uw uf b1irY 6nrpldr rMar4e{flw lrr•IllSpf Ibllr llldfxlnnl rr/Ylr r IlHlyrsny.Jlaf rlbr Ybn hgw.4wf Aq.6r rinu friis..Nu a SON3 a. wwhrlweyrq...r. Ihaf.r,wrr Mlm,rwrt hlmrertir„*.,.1,f e.l f.rgrrrl ugru rwn.of4xlnl. 4451 St. Lucie Blvd. af.ipIO1111111tw1hnxf•Ibd g11uM01, IJ.IrpWt..igifNnauyugl.aif IWixlnf4a0 fu;e.In.tfun6w61Iw16nses•AUMyI.Ir.e,/J. Fort Plef(e,Ft. 34946 ob ( Truss Truss Type Oty Ply RYAN HOMES / DORAL WRCDRBL C01 GE Common Supported GableI 1 1 A0211696 Job Reference (optional) Al KOOr I ruSseS, "n Pierce, FL 3494b, deSlgn(d3a11russ.com Run' 8.1Z0 S NOV 1Z ZU17 Print: 8.120 S NOV 1Z Z017 MITek Industries, Inc. Mon Jan 8 10:25,30 2018 Page ID:IdgFhvjEVYsgU3bJPYJ3cyuESn-6UAGUbN6xpcMv_N89aR6bbAxokPtHb3PLalxOjzxSm 5-5-0 10-10-0 11-10-0 , 1-0.0 5-5-0 5-5-0 1 0 0 ' 40 = E 1.50 II 1.Sx4 II 1.50 II sx4 = 10-10-0 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Ven(LL) 0.00 7 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 7 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 44 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-10-0. lb) - Max Horz 2= 48(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-122(LC 12), 8=-122(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=270(LC 23). 8=270(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-194/294, 5-8=-194/294 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cal. 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) 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 ANSII TPI 1. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-" oc. 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except 61=1b) 10=122, 8=122. LOAD CASE(S) Standard a.1 x.ra..v+r.+.r•allrolllesls LR awumnrmmmatmoill liluuonw¢.rra r.yx,yN.,r,r,r.>r,e,rl,..o yr.plrlrrle.Il I er.ue ol+i.rrr.u. w+,a..yae..rnr.q wr e, j„NkMrrrls bnY krRM,li Iq..1..4 1.1Mu4.cols, „r, .rr ir4,. 1.rr y+r.l u.omr rla,t.r.nri. dwn oww r+rt Anthony T. Tomtio 111, P.E. d Oak Tomb iq WgnrMy.J9I/r a..r11-4 WWOO We. ft %eiq kW U.Noldbill t 6=3 rbrlr,*.rtre, U..Muw.rlsrrxanrrrMi4rrrl r.y.ewlr.,e.ptspl.arknirwln r.srrpr4pdr IM Nt..Vdies,rYMdbIm,11"OKIM,0+4bp IT- ft 6m...iu 4451 St. Lurie Blvd. n.h, Ify,lkrl,d 7^rT^+gMdl.r+Mbd bhMr AJ I,p.4171r6M1Mflp,. I,Mf IIA.I¢s4g1Yr Uq L,1 nnMYM.11l 1, s Fat Dlelce, FL 34946 gpid107111161led bosxl-bik"I.l.dO11,r1. rq,OMIT»dD'Mlrn.ee.'satIwo. iiFAaikir4wilie pipe.rM.han69 Rlbdbmef•Iubt1.IwMW,rJ. Job Truss Truss Type oly PN RYAN HOMES / DORAL 1 AO211667WRCDRBLCO2Common11 Job Reference (optional) r 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. Mon Jan 8 10:25:31 2018 ID:tdg FhviEVYsgU3b j PYJ3cyu E5n-a hkfixOlh7 kDX7yKi lyL8pj3v8h002AYa E2U' 4x4 = 1Ax If 3x4 = 5-5-0 5-5-0 10-10-0 5-5-0 30 = LOADING(ps0 SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.03 6-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) 0.06 6-12 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.04 6-12 999 240 Weight: 40 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No-2 WEBS 2x4 SP No.3 BRACING- TOPCHORD Structural wood sheathing directly applied or 6-" oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 493/0-3-8 (min.0-1-8) 4 = 49310-3-8 (min.0-1-8) Max Horz 2 = 48(LC 16) Max Uplift 2 = 154(LC 12) 4 = 154(LC 13) Max Grav 2 = 493(LC 1) 4 = 493(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-682/553, 3A=-682/553 BOT CHORD 2-0=-359/583, 4-6=-359/583 WEBS 3.6=-38/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat, II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; Cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1,60 3) Plates checked for a plus or minus 0 degree rotation about its center, 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=154, 4=154, LOAD CASE(S) Standard 1^ • IM d plr m. h'I I IOri ImS1l4('Wlp'/om11 IR41l0mICri lWlleirl4r•11 ilxNOR 1r I ryYtq rrrrr r nd.n b6mMyrrAl Da1rY 16q 1 Lae IL Id r r S4dld r m IFYu "N'—dad M ta.0 111N w rlfn ddlMwd YrM ID M rr I1r k"tkWiquD.'*s tlgNs)bud—InnIoerrooepndO'ahnwdwpw ry dYrM Mq/bu ImipM MIp Mr. wY-IM1l DOOM" .N t'lod"nd n, rdM Anthony T. Tornbo III, D.E. r-udenlnub.IFlf nMrryNlgdl Din,bOnera1nidgd Y WIMy.YrudredYol.6grYYdMd uYrlM h0 dM111rmWrvdYlny,E,til q,enn,plY rYgddMYnpeYgd • 8DO83 rlsdgp prrlr r. u Inur.wlarr enrprl.dsumylorrsdgr.m-pagpedeRUrwin m.rYpedpac ml nMm sr,rnndrlm,ad..Imraophpmrlw,drd e., dodo W dlrrlrxlr r wYn ghJpM Ynhd IY Inu M¢[y h WllplYl ids ImrSrm fy d Meq uq 4rmnn Mal Inl 0457 $t. Lucie Blvd. Fort Pierce, FL 34946 1/pgb01llt1•IM16nuI•AgArgl.IrM111,11. kp Iri olSit drlr en,i rylnm,irpoli6ne0.idr0eniee yneniu b eA•It»Ilnlxs•IdlnFl,laeN10,1.1. Job 1i Truss Truss Type Oty RYAN HOMES / DORAL WRCDRBL CO3 Common 3 1PIy 1 A0211698 Job Reference (optional) Al Hoot Trusses, Fort Pierce, FL 34945, designmaltruss.com Run: 8.1Z0 5 NOV 1Z Z011 Print: a.1Z0 5 NOV 12 Z011 M1Tex Industries, Inc. Mon Jan tl 10:Z5'3Z Z010 Page ID:tdgFhvl EVYsgU3bJPYJ3cyu E5n-2111 vH PNS0s48HXXG7Ta hOGDOX 1 mlVPiptn 15bzxSm 1-0-0 5.5-0 10-10-0 1 0-0 5-5-0 5-5-0 40 = 3x4 = 1=4 n LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.03 5-8 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) 0.07 5-8 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.05 5-8 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 84-5 oc bracing. MITek recommends that Stabilizers and requi7incrossbracingbeinstalledduringtrusserectio accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 431/Mechanical 2 = 496/0-3-8 (min.0-1-8) Max Horz 2 = 56(LC 12) Max Uplift 4 = 124(LC 13) 2 = 155(LC 12) Max Grav 4 = 431(LC 1) 2 = 496(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-692/573, 34=-080/571 BOT CHORD 2-5=411 /592, 4-5=411 /592 WEBS 3-5=-48/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25h; Cat. 11; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed:C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where actrectangle3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=124, 2=155. LOAD CASE(S) Standard 3x4 = PLATES GRIP MT20 244/190 Weight: 38 lb FT = 0% 4 r1. 11ra'Vem" 4 WI.11Wt o1W rMIRI ROM 11U1rf001IM1610n I'W4rjYUDnIR.F.r r "**Pwdnw,M one o. im bw h.wg1 wie. Ibr t. i.*%rL tbaulin Mi mwi iip"""00 D.rt rwov riorr.wrrlwaaarnn>nirayye0..ltratl trill qDi.M agrolrr4nYd repnWYRrri/rafU.oply rl9r.sdougrq.m.r.lr edr..rrr AnthmT.Tombo111,P.E. s¢ppti3 r rr. nurb,r.y.+ro rr.art i.r,...t i.lxyrl.,.rt arra..r.aWdeBIW. t 445I St. rn.aYd•PI. FartPleice, Fl. 34946 Gnii t01111b1rd6nvi•Adlrll.Inr11,1J.Irprlrtind6brrnrd.ugtraiiprlaiiirdw a Or wine li enurhs111WImm-blMryl l.•10,1.1 - Job WRCDRBL Truss CJ1 Truss Type Corner Jack oty g Ply, 1 RYAN HOMES / DORAL A021109 Job Reference (optional) r nw r ruses, run reerce, rL. 34946, design d@a om nun, a.120 s Ivov 1Z Zu1 r runt: a.1Z0 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 10:25,32 2018 Page ID:ldgFhvjEVYsgU3bJPYJ3cyuE5n-2111 vHPNSQs48HXXG?TahOGIZX6QNWipinl5bzxSm 1-0-0 p-11-11 5.00 F1 2 20 = 0 0 40 0, 1-11 all-,1 LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Verl(LL) 0.00 5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(CT) 0,00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 0-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-3-8 (min.0-1-8) 4 = 1/Mechanical Max Horz 2 = 38(LC 8) Max Uplift 3 = 5(LC 12) 2 = 82(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 15(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vull=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard Um-m Iss"*I1r.&-11too lMZfmloivow Irma wimmi"rMMIM HKVi.1'.66v.l,rlr.u.s11.,Itilrun.rPaf+rre.11Uolrild.=90100.l.xr,la.lasi.rlre.dr bl.reduI n Sr. dr hp1094ki w1A14mmss0V db pdnW,wlml.YbrYYMs 1 YI RI¢nfwp.I,ldrn,reaq 4rMIS 's AnthonyT. Tomtw III, P E. Irwdbbxl..n11 Oss Wm se? kUm mImLINlld.ARr1111 drYdMlnob P.dbrnblryollYrdb D.w,bo.lm.mdgd.b.dd,Ir o.YbWddb Yl.bdrdbdlrYgrAdl.l. bgprddblAdgWr.dbiny.6lqb.dq oq..Yomb.d.r ddb rrlpnidlyd BtI B bdet MMONle.bddndd.bmrsPonrprldbwywr.dW*disse1.Dti1M *01rMO n de.rrpmdpdw 0"61m,lrynmsdn.rundrumb,e,ImImp brorl m—ers.lan 4451 St. Uxle Blvd. dnwWgrfdogN l....Idq lydro.rMd I. Imtbdp L.P o oW ftN%bdpa.. 1.10rM hp- dul bdtq dopoldenouUMb N Fort Pier(!, FL Blvd. 11ob f Truss Truss Type Oly A0211700 WRCDRBL CJ 1 P Comer Jack 4 IPIY 1 IRYANHOMES/ DORAL Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, designmaltruss.com Run: 0.12U 5 NOV 1Z ZU17 Print: U.TZU s Nov 1Z ZUl 7 MI I ex InOUSUIes, Inc. MOn Jan i3 1U:ZO:J3 ZU1t1 rage ID:ldgFhvjEWsgU3bJPYJ3cyuE5n-W3sP6dP?Dk_xmR6jqi?pDEoSsxSflJz9r2XXbd2zxSml 1-0-0 0-11-11 , 1-" al1-11 2x4 = ME LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) 1/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Verl(LL) 0.00 5 999 360 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 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) 0.00 5 999 240 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-3-8 (min. 0-1-8) 4 = A/Mechanical Max Horz 2 = 35(LC 8) Max Uplift 3 = 8(LC 9) 2 = 85(LC 8) 4 = 6(LC 9) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 10(LC 16) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vull=150mph (3-second gust) Vasd=116mph; TCDL=S.Opst; BCDL=5.Opsf; h=1511; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 5 lb FT = 0% k• n, r.dry rim. a t 1IrU ImS45j911Q amn II116I IDakltsmlorrallrll YOnluxur a. r.dl rs4 pal-,r r e, m 6n, Msd,knyPUldb Wq 1 boe7 I L Idn-e re silm— ki„,k-w s1a1 r W,mry rld,re,m,bu drM drrR4.m nY I,e Oeu bYP l7nN,4m+rl elrw mm nousmswdrr s,w1..eo.,4+grr4h rr Vyrlm,rdorl rmrr.r ins dawn 1-flew wisM r.uddelnuYgYlYlbrnyndlgdrC+s,rOrai n c/qd.rMrlh,y.Yr,MWrrOf.ri IrYAMil aYollnl.Wp,ddrlA IwW udrinq brl.LgtY r,uei dYgd rMIn _Id Anthony ` 8083 111,D.E. r trig ln odl,md.O on,def.MID Irddrn/rM/ndrWATRU.d1M W PMIwd MIAWN i n,eemllo pod rdw ON Yy, M IMPNM .06& fdbdnfMy.InrMf I iben kxdd-,s4n B 3 MrYMhefrr.,rrNwe. n.q 1!dlpr,Y,bel blmt6dtl,}e. nr01bY11q p,lp,..lm,lpmlq ndy rYq DotrWde.,-e Yad.11ll 4451 St. Jude Blvd. fort Pierce, FL 34946 gpiFbO1P1{AIIwlbmnAtAtgl.ltm6tD,r.1 hNtAwit--11{h/Neo14,iea110164pdMeA,AIMTht,nine.rnmissiMboeAI1Wlinsts•AnLetyl.lsisl.III, U. Job Truss Truss Type Qty Ply RYAN HOMES / DORAL 1 WRCDRBL CJ3 Corner Jack 7 1 w A02117W Job Reference (optional) v .a+a.v, vca•yntw. tuuaa.wm nun o. tcu s mov tc cu t r rnnc o. rcu s rvov a zulr MI I eK Inoustnes, Inc. Mon Jan 8 1025:34 2018 Page I D:tdgFhvjE W sgU3bJPYJ3cyuE5n-7GQnKzQO__27oObhvOQW2mRLdMLnYDQP7G BG89UzxSm 1-0-0 2-11-11 1.0.0 2-11-11 5.00 12 2x4 - 2-11-11 2-11-11 LOADING(psf) SPACING- 2-" CS1. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.11 Vert(LL) -0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horc(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 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, on accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3 = 70/Mechanical 2 = 187/0-3-8 (min.0-1-8) 4 = 36/Mechanical Max Horz 2 = 75(LC 12) Max Uplift 3 = 48(LC 12) 2 = 71(LC 8) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opst; BCDL=5.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psi 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 rot between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard rsit •lbw 4nyll ttnn b'l l mr/4rSQ{I911p-/omu INCr IOfAIglSlrllorr011P)IIYpnIIWII' Ira relr b P p, rn/el On ImtMyit DQjd 4IAlq 1.4p0, IL Ids u9glM ry tl. O Yedo b Ill.q/ 1N nsOt14tt10YwtIbbgOtrMnY Ut6aslry Itppe,tltttll ItptQbtgon111 geuen tttqtatdb Anttttl tt gteq UpbbYt}AbtttPM1nteg101 bTo"..b Mi. The Ytbrnt4ltt,t"iq thorryT.Tomtglll,D.t:. q.uAMlnurs7WbtbbngnYlgAbO w,bO.e gbcMqr YMM gYr.YburmAYW.bOf lbYd Ili.it4Llbgnd/r.lpggWN/bUwAWyl Oyv.p.Y9dlsMYgddMbleyOYgAt tlllll8bltbgMdltttYtIrgngqb101dbtlqP•nAb bbl t l im41M4AMp Wl nAntttdr psAPba 011AmtbmpnOAltt slt+n Ab 6ttt bYDa, Ent ttt*l rbnf lbi0.o.gm 4451 St. Lucie Blvd. Anht M ehetgbe N tA r 11 AlAYf Ytr,tl INImtMg6ynn101bp414Mgn ImtSpnlgwu Atq l.Yq UttpbdtnttnalAsl erl Fort Dierce, FL 34946 e i 07016A•Iledhowt•Aelle 1.Iem1e10,1.1. It tie4ieeelaisdatot no Iwm,it elibwmilotglkames nshinebenA•Ileelbettet•Aetlee 1.IemleIII,rJ. M q P n, 1 P 1 1 Job Truss Truss Type Qty Ply RYAN HOMES / DORAL iJVRCDRBL CJ3A Jack -Open 1 1 A0211702 Job Reference Inniional rvn roc, , rL av U, ve,igniWd nruss.wm nun auu s ivov iz zui i r-nne mizu s rrov 1Z Zul i MI I eK InouSines, Inc. Mon Jan 8 10:Z5:34 2015 Page ID:tdgFhviEVYsgU3bJPYJ3cyuE5n-?GQnKzQO_27oObhvOQW2mRLdBLmODQP?GBG89UzxSm 2-11-11 2-11-11 2x4 = LOADING (pst) SPACING- 2-" CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.12 Ver1(LL) 0.00 3-6 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.01 3-6 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.01 3-6 999 240 Weight: 9 lb FT = 0% LUMBER - TOP CHORD 20 SP No.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 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 116/Mechanical 2 = 75/Mechanical 3 = 42/Mechanical Max Horz 1 = 59(LC 12) Max Uplift 1 = 28(LC 12) 2 = 51(LC 12) 3 = 3(LC 12) Max Grav 1 = 116(LC 1) 2 = 75(LC 1) 3 = 53(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forties 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat It; 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 five 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 100 lb uplift at joint(s)1, 2, 3. LOAD CASE(S) Standard r..r•1Ynrr.dqr,n,.4rirI0cisssyminarilrlId., 2WM.,mYn,al..n,.M•c1111,0 41A, omr rrnr4 MwMYrI01.0 nlr Urim lryp hpep,,SF'M1pa)rutl.mlN groM1smpa/M1A,fwlspn mr.MYrrs}/ru Im,MIIM.rlll i.ollll lYpvpnww„Y,Ylydua,wrM Anthony T. Tombo III, P.E. I80083brM1dYpbpml, r0lrN"b*..I.NfIMhpmdylilq Ur p"*om.4rdb9M 4451 St. Lucie Blvd. Fort Pierce, FL 34946 Gryrirb07016A• Ilrrlbnrn AuMgl.tabrle,/.t kprMli..dOnOM1rreL'o.glaairpoliliM.idrpdeoinarnoiniuMoA•Ibdbnxr•Adlnrl.Ir.MIII, rJ. Job Truss Truss Type oty Pb RYAN HOMES / DORAL WRCDRBL CJ3P Comer Jack 4 1 A02117b3 Job Reference o lional m r nuv, Pubes, run r,erae, rL Jny.O, OeslgntWaltruss.corn Run: u.uu s Nov iz zul r wnnl: t3.1Zu s Nov 1z Zu17 MITek Industries, Inc. Mon Jan 8 10:25:35 2018 Page ID:ldgFhvjEWsgU3bJPYJ3cyuE5n-TS 9XJRFILFRIG6x81Hlfunal68ytf8VrOihwzxSm 1-" 2-11-11 1-0-0 2-11-11 5.00 F12 20 2-11-11 LOADING(psf) SPACING- 2-" CS1. DEFL. in loc) I/dell 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/TP12014 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 2-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 70/Mechanical 2 = 187/0-3-8 (min. 0-1-8) 4 = 36/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 42(LC 12) 2 = 103(LC 8) 4 = 30(LC 9) Max Grav 3 = 70(LC 1) 2 = 187(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=103, LOAD CASE(S) Standard 4.d,r• h., 4..,Nnr •l I t0O IOSSIS(1111 1 axullRb/tLImIOrSlrS10,1(7M11 r0xlA8(Alr h,a r.b YYp r,u,.Im1 su. b MI by s,ADel r Ibr I I,o, l I11bw,Lm Idn,u i,t... m..r a1.N JdMMrrlU.b,uit, Irm bw hpop,.Spftl,p,4 w.d. a! IN„pwn.ogodbpdnu.d wpm" .Wlnrrfwpdbvllhn,bpat.rlp.*..b RI. A b¢ pwoul',Yt./rn,..gq Anthony T. Tombo 111, P.EI.rdenlsn wrM nr„y.V1ydO0,w,r0..im.aA gd.rNhrMy...Yuwddb Of.MN rYd 1,1,r,d1111.0,gpAdrlOryW..dbinu,.dlgynq onp no®y,rYq 00Mrnq.oYyd 0083d,rtdgIOWEIt.r.r UWn ON 5 W OWN1Ym.I piYn Oft b" ap.dHg Wua,p011rl 11IFINI SRI w,,dnolY psd pd•o RIbUnbe ,0ib of pndrlmf pYps,Iwn pnp l,..1hm U8,s,s',p 4451 St. Lucie Blvd. AnwIMll,trf,n,pN,1.Yr,ghdr..,b,hd IMI.npYp 6p,enWlbPlishYp,,..Im,SN.fps/NYYq U.p4dannalm,l. Rl FOR Pierce, FL 34946 GpphN 0 71111•I hot 6R,n • 1149171 II.M I0,/1. Ilpllrmood IEitdrtro.o4 in of laa if poldiM.illon Ilr.imN 1n.i„inlrl. Ad IId 6n1e1 • In11q I.II.M N, / I. 40b I Truss Truss Type QtY Ply RYAN HOMES / DORAL A0211704 WRCDROL CJ5 Jack -Open 7 1 Job Reference (optional) Al Root Trusses, FOR Pierce, FL 34945, design@allruss.com Run: 5.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MITek Induslnes, Inc. Mon Jan a 1U:Zb•3b ZU78 Page ID: tdgF hv1E V YsgU3bJPYJ3cyu ESn-xeXXIISIW IN WdvrlVrY W rsQu89PshKvlkV1 F ENzkSm 1-0-0 al 1-11 , 0 all-11 5.00 12 20 = al 1-11 LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/de0 Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.41 Vert(LL) 0.03 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.06 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/TPI2014 Matrix -MP Wind(LL) 0.06 4-7 999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed dunng truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 126/Mechanical 2 = 263/0-74 (min.0-1-8) 4 = 64/Mechanicel Max Horz 2 = 115(LC 12) Max Uplift 3 = 89(LC 12) 2 = 80(LC 12) Max Grav 3 = 126(LC 1) 2 = 263(LC 1) 4 = 90(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrenl with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. LOAD CASE(S) Standard M1m A..dry.r. a •r r 10[11ms9s fsalla'L flrNl Illdr IDW4rrIn310411rOr141Wk6i'Wll' ba I.Ir rrly r..roldmrrM. rr I.,r btrrr7 pkldr IM I ber o.rA Id.,m9d Id.,-n an m..rr arr. r Rl.dr lAremrrrr Y b u1bM44.bidl Ur)m try M1rnyr.Sn rltpa)6pd.wlN+ge,s o db p*nnd4.giryn*MY Y 6W00 wohnthpl.IN Milk row Anthony T. Tomtic 111, D.E. d.0 do" ImbRM""k.r4m iliaft0—.bD.W1 WWLW Mop b bilimWq..Ibowad6 W.FOfMM YdimbpurdN 1. 8=3 t4..e Ytirq ryedWdu.adlrf4Y.MR1dYrOndDwOwr4b WglwA.iilllrm rbl/Ir 111dWlgiOadbpti p.rnI1/1AOr,Y ry.drisrd Wl4rrlmf l gn,Iglbgrfy.udlun4wOrrs..*n 44515t. Lucie Blvd. AnIwrMllrldlr4gd w. nrghdl.M Md Its Inn btybp-11111Y 14% b.w. Imrlrmhp- rlrgl w" UgrWdan w.rbrlr Oil. FOR Pierce, FL 34946 Uppipb01,1{ AIhid bnm.AuMgl.Ink II,rJ lrpoolMll..IIIISINown,is myImmhpobihlrjwi*wikwitinr0sissia mA•Itnllni/ef•Ar"l1,IWNN,r.I. Job Truss Truss Type ON Ply RYAN HOMES / DORAL WRCDRBL CJSA Jack -Open 1 1 A0211f05 v Al R—f Try ee Fnn Pi, I PI •,eoec .le ..a..,,,.. Job Reference (optional) 3 5 ..- •«v, • , ,mm. o.,cv b Nvv ,c cv, r mrnex InousUles, Inc. Mon Jan B 1u:Z5:36 Zo1B Page 411-11 ID.tdg FhvjE VYsgU3b jPYJ3cyuE5n-xe XXIISIWINWdvrIVrY W rsous9OChKvl kVIFE NzxSm 411-11 3 20 = N 4N LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/den Ud PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.03 3-6 999 360 MT20 244/190TCDL10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.06 3-6 921 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Wind(LL) 0.06 3-6 946 240 Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 BRACING- TOPCHORD Structural wood sheathing directly applied or 4-11-11 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 quide. REACTIONS. (lb/size) 1 = 196/Mechanical 2 = 129/Mechanical 3 = 67/Mechanical Max Horz 1 = 99(LC 12) Max Uplift 1 = 48(LC 12) 2 = 91(LC 12) Max Grav 1 = 196(LC 1) 2 = 129(LC 1) 3 = 91(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsl; h=25ft; Cat. II; Exp C; Encl., 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 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psi 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 100 lb uplift at joint(s) 1, 2. LOAD CASE(S) Standard q•r4mb'llGU 1019Sr9ee-I elan we r wmmatmm1rmn inna iarba1•rl MIPp,r,rir•,bm Imr b•PbrgPMrb bloonI.bs rl r4•w9mldn m< bb,l l. am. am..* rl, llib p Y/bMYMml•brdl 4,bm by bPoP4lF r1gm4b 4 rIN Prmmso,P•nlob PM„col,ipao., nmiselbb6wdb Nolm,qurelk rorr.wm MI. o kwumgrl, YAfmu r,.rN ztAnth°"fT.Tordlo111.D.F. 3 Ib lm,b4PlgYm mml b beg bi4m. 1m, lmblg. dq low" Og lrrao-o"h 1.1M11. 4451 St. Lucie Blvd. Fat Pierce, FL 34946 ppllteO7016 / I twl6nusIMp • A•I Ilmb I9,/.1. 4rd•oil• d oit 1•Irrr4 is of lam, it p,rlilnd.ilD I de niDf• ra.il,i bw A I G•t 6nxr • A•Ita1l.Irmlr N, r!. Job I Truss Truss Type Qty Ply RYAN HOMES / DORAL WRCDROL FG1 FLAT GIRDER 1 4 A0211706IJobReference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTeK Industries, Inc. Mon Jan 8 10:25:37 Z018 Page ID'IdgFhvjEVYsgU3bJPYd3cyuE5n-Pg5wy7SV HzVNF2QU3Y3104zyzYfyQahRy9VompzxSm 3-3 1 6-2-7 9-1-13 12-0-11 _ _ _ F 15.0-1 17-11-7 21.2-8 3 3 1 2-11-6 2-11.6 2-10-14 2-11 6 2_11-0 3-3-1 Dead Load Doti. = 112 it r—l'ommoorm— W—W—ri ri 7—ii—_i Flttt I,. 7-f lt"r" w_In fi\, In w b — F tS 3 3-1 6-2-7 9-1-9 12-0-15 15-0-1 17-11-7 21-2-8 3-5.1 + a11.G all-2 2-11.6 2-tt-2 I 2-11.6 3-3-1 Plate Offsets (X,Y)- 1:0-3-0,0-1-121, [3:0-4-0,0-3-01, 8:0-3-0,0-2-01, 110:0-5-0,0-2-01,111:0-3-0,0-4-121,115:0-5-0,0-1-121 LOADING(psn SPACING- 2-0-0 CSI. DEFL. in (loc) I/den Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.85 Vert(LL) 0.27 12-13 924 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(CT) 0.74 12-13 336 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Wind(LL) 0.30 12-13 830 240 Weight: 451 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except' T2: 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 'Except' W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 16 = 4003/0-7-4 (min. 0-1-8) 9 = 461610-7-4 (min. 0-1-8) Max Horz 16 = 39(LC 6) Max Uplift 16 = 73(LC 4) 9 = 471(LC 5) Max Grav 16 = 4317(LC 2) 9 = 4641(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-16=-3429/71, 1-17=-11273/191, 2-17=11273/191, 2-3=-11273/191, 3.4=-24056/1347, 4-18=-2405611347, 5-18=-24056/1347,5-19=-24056/1347, 6-19=-24056/1347,6-20=-10882/696, 7-20=-10882/696, 7-21=-10882/696, 8-21=-10882/696,8-9=-3915/394 BOT CHORD 16-22=-27/1268, 15-22=-27/1268, 15-23=-537120598, 23-24=-537/20598, 14-24=-537/20598,14-25=-537/20593, 25-26=-537/20593, 13-26= 537/20593, 13-27=-1347/24056, 27-28=1347/24056, 12-28=-1347/24056,12-29=-1334/20125, 11-29=-1334/20125, 11-30=-1333/20122, 10-30=-1333/20122,10-31=-81/1232, 9-31=-81/1232 WEBS 7-1 t=, 176/10473, 2-15=425/0, Continued on page 2 WEBS 1-15=-176/10473, 2-15=-425/0, 3-15=-9785/365, 3-14=0/1194, 3-13=-855/4001, 4-13=-868/62, 5-12=-1370/135, 6-12=-14/4125, 6-11=-2037727, 6- 1 0=-9696/668, 7-10=-669/0, 8-10=-644/10102 NOTES- 1) 4-ply truss to be connected together with 10d 0.131'x3-) nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 20 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 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 4-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=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 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Op5f 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 100 lb uplift at joint(s) 16 except (jl=lb) 9=471. 9) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 786 lb down and 305 lb up at 10-10-0, 337 lb down and 116 lb up at 12-2-8, 337 lb down and 116 lb up at 14-2-8, 236 lb down and 86 lb up at 16-2-8, 139 lb down and 61 lb up at 18-2-8, and 108 lb down and 70 lb up at 20-2-8, and 481 lb down and 219 lb up at 20-11-12 on top chord, and 326 lb down and 46 lb up at 2-", 326 lb down and 46 lb up at 44)-0, 326 lb down and 46 lb up at 4-8-8, 326 lb down and 46 lb up at 6-8-8. 326 lb down and 46 lb up at 84-8, 326 lb down and 46 lb up at 10-8-8, 84 lb down and 94 lb up at 11-9-0, 84 lb down and 94 lb up at 13-9-0, 84 lb down and 94 lb up at 15-9-0, and 84 lb down and 94 lb up at 17-9-0, and 84 lb down and 94 lb up at 19-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (pit) Vert: 1-17=-00, 8-17=-185, 9-16=-20 Concentrated Loads (lb) Vert: 8=481 5=-337 10=-84(B) 7=-139 18=-786 19=337 20=-236 21=-108 22=-276(B) 23=-276(B) 24=-276(B) 25=-276(B) 26=-276(B) 27=-276(8) 28=-84(B) 29=-04(B) 30=-84(B) 31=-84(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-17=-80, 8-17=-205, 9-16=-20 Concentrated Loads (lb) Vert: 8=419 5=-295 10=-71(B) 7=-121 18=-086 19=-295 20=-207 21=-91 22=-326(8)23=-326(B) 24=-326(8)25=-326(B)26=-326(B)27=-326(B) 28=-71(8) 29=-71(8) 30=-71(8) 31=-71(B) 14) Dead: Lumber Increa5e=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-17=-60, 8-17=185, 9-16=-20 Concentrated Loads (lb) ey • nn,l A dq ms.a 11IMF Imtlttryilin awl Iwo a (00MISMMVrp1a"I10104WAir An ah blyr wwn of ml n e In1r hupbnbrPKlr4 w.l I Irs o,u idenrar ICn ru bbuduw 1461. a al,rr h1N1Y 11Ye1srrMrMlpbb ll brDmhy bpaPalr.+rlq)b1r wlrupmn oq db 1b++4A=V+bNrb y b.q,In11q M blrrl. rn M1 bmq u4 ae1 ,+M MthWy T. Tombo 111. P.E. r.u/OnlnurgMYlbampJl/1/bOrn.bO.iM'C wow bbegha". bb udW db OLb Kra ryrliIu r1111.hVpAdbTIFF r wW.u/bIn%mMgldq pnp,.olbo rbg0/ MamP Yq d 98=3 rbaeghs rrc,r r u,rorr.amrbPsnrpa.rbauglw.rsralrm.paglwbadglnrwr de.drpa Nmn m1.r,wmpsAr,run binnay.,Inllhybpnrlml..rl n,m I4451 St. Lude Blvd. n. n.l4webel e lgr err rwgbslpblb hd Mlntdlq[gYnbl01bb11wbge.InxSlaslq/1MYq Uoredrsinne6bl IIN Fort Royce, FL 34946 li GrpilbO7DIAAltrrllnssn• Aldnryl.leedlN,/1. tepedlM.el11'rid rs,ieeryhm, isp.libiled.i6oft wisolivaiisintmmA•1belhnses•A a11.1w1lelLP.I. Job Truss Truss Type oty Ply RYAN HOMES / DORAL WRCDRBL FG1 FLAT GIRDER 1 A0211*6 1, Job Reference foptionall emu. „ oaz a, mow„ ,ua, ntuss.vorn nun: 6.i20 s Nov lz zwr Print: tl.lzu s Nov lz z01 / MI leK Induslnes, Inc. Mon Jan 8 10:25:37 2018 Page ID:idgFhvjEVYsgU3b jPYJ3cyuE5n-Pg5wy7SVHzVNF2OU3Y3104zyzYfYQahRy9VompzxSm LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-231 5=-168 10=-34(B) 7=-6918=-384 19=-168 20=118 21=42 22=-274(B)23=-274(B) 24=-274(B)25=274(13)26=-274(B)27=-274(B) 28=-34(8)29=-34(B) 30=-34(B) 31=-34(B) 15) Dead + 0.75 Root 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 (ply Vert: 1-17=-59, 8-17=134, 9-16=-20 Horz: 1-16=31 Concentrated Loads (lb) Vert: 8=137 5=68 10=69(8) 7=40 18=18319=68 20=53 21 =48 22=13(B) 23=13(B) 24=13(B) 25=13(B) 26E"(B)627=1-3(8)-28=69(B)-29=69(B)L30=69(8) 31=69(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=-59, 8-17=-134, 9-16=-20 Horz: 1-16=-8 Concentrated Loads (lb) Vert: 8=137 5=68 10=69(B) 7=40 18=18319=68 20=53 21=48 22=13(B) 23=13(B) 24=13(B) 25=13(B) 26= 1 3(B) 27= 1 3(B) 28=69(B) 29=69(B) 30=69(B) 31=69(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (p10 Vert: 1-17=-59, 8-17=-134, 9-16=-20 Horz: 1-16=24 Concentrated Loads (lb) Vert: 8=137 5=68 10=69(B) 7=40 18=183 19=68 20=53 21=48 22= 13(8) 23= 1 3(B) 24= 1 3(B) 25= 1 3(B) 26= 1 3(B) 27= 1 3(B) 28=69(B) 29=69(B) 30=69(B) 31=69(B) 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: 1-17=-59, 8-17=-134, 9-16=-20 Horz: 1-16=-5 Concentrated Loads (lb) Vert: 8=137 5=68 10=69(8) 7=40 18=183 19=68 20=53 21=48 22=13(B)23=13(8)24=13(8)25=13(B) 26=13(8)27=13(8)28=69(B)29=69(8)30=69(B) 31=69(B) pq.IY.r-oiM.a•+Iw1mulrullintamslieuommisfemmnlmonxtw>rIrarrgbw+d dsrurbnttnsbtyb p dr 1bs0,rLw.n,9soslnw.MssAr.rrb1•rm,rr bM two, rinllrbMrrlmb Anll b, 6m ry bpepr,W* lKwt)budr r, M WrMsoowillk 4n dgw ngrOYtrr Mip r v/rMfpMrr111M.rn 11N. b imp ewgs tiYA rhe,o•M TornbO 111. P.E. AnthonyOmb1T. NOWd tlrttrr.M0InrnyrtilglrOrw,b0M'%W*clqprrbNkkup..brurdlrtl.r tdbko Wt,ubdv114trl,llr111dwb11.ribinydi411rbydnp,nMr,dbrgOlYrtnpml/tl OD83rldgbtgndltOrtrurbsutl.r todrp ttrpld,Ir pYptorwrNplbturrtxll)pNldgtndlKl rt idnrdYprdpYo. DLIt6rr rlydaYMdYrtlrlms bYps, loss bsp brwr dine llrl r,dm ddSl St., St. Blvd. Ar.rrMdhrtdntpdgr Y.bdIrMYTl IlrlmsbYp bjw n101rbYKbYpn..InrStOalrsl Nlq Ilapr1411nInrNsIrIM Fort1 FL Blvd. gpgb0711114.11 llmus•Adntgl.Ink111'IJ. hrdMindlbhlrltse,isnllur,isp.Ailibdri0rtth iMepmiawthnx inbwA•ltr-lglw/l.lrokIII,?.I, job r Truss Truss Type ab RYAN HOMES / DORAL A0211707 WRCDRBL FL01 Floor 1 JPIY 1 Job Reference (optional) All Root Trusses, Fort Pierce, FL 34946, design@altruss.com 0-1-8 H 26-0 3x8 = 2 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 10:25,37 2013 Page I D: tdgFhvlE W sgU3bJPYJ3cyu E5n-PgSwy7SVHzVN F2QU3Y31O4 zz?YcGObNRy9VompzxSm 2-2-8 F 1-" 3x4 = UIS FP= 3x4 = H" Dead Load Deft. = 3116 it US = 10 11 3x6 = 3x8 = 302 MT20HS FP-- 3x3 = 3x3 = 3x8 = 3x6 = 1.50 SP= 21-2-8 t 21-2-8 -_- 0 22i q O Y 2R Plate Offsets (X Y) - 1:Edge 0-0-121, [13:0-2-8,Edae1, 19:0-1-8,0-0-121,121:0.1-8,0-0-121 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.43 14-15 586 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) 0.59 14-15 426 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S Weight: 103 lb FT = 0%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) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 114610-74 (min 0-1-8) 18 = 1146/0-7-4 (min.0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3715/0, 3-4=-3715/0, 4-5=-4892/0, 5-0=-4892/0, 6-7=-4892/0, 7-8=-4892/0, 8-9=-3713/0, 9-10=-3713/0 BOT CHORD 17-18=0/2162,16-17=0/4608, 15-16=0/4608, 14-15=0/4892, 13-14=0/4611, 12-13=0/2163 WEBS 10-12=-2391/0, 2-18=-2390/0, 10-13=0/1714,2-17=0/1717,9-13=-254/0, 3-17=-257/0, 8-13=-992/0,4-17=-987/0, 8-14=98/743, 4-15=-IIOV750, 5-15=-353/9, 6-14=-348/9 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 sirongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard r.e,•n.»4 opq ... w•+1 Wl1IOS>81911 1 amn IIb4 r loranertmlogrmr'}rtoonlwarr ti rtb r,e p.norr.der. m I., ey e..Pufoir lu.l l aoo rt la..,.srerc..,. ,o..m m+. a loo..b ilNis..rx+x J/ModbMRy.prdl U 6mbylrpsP411dr1 hyo.)exd nlll*rons idO InAffwlmrgmpOYIYYYy1r Im piM.MlgM. tlnI111 hprgnvx,ry rr,weM Anthony T. Tombo 111, P E. I udMlnurgbMrh4nyNlgdbQ.n,b4rdf000.drp.oMF4brbuy..Y uNd/r01.Y/IdMYdldbyuY.IP11.n d4MlqrybYro464nr,lyhdlgd p,.gl.wolboqddMYmydU14 418=3 6yprgbye.rlou, uef0r.MlD ep d.Iril f bpYw4arpf/.Ilro lY0A 111rSx1 i0etvlrpod in CIItl.rYny.falYardrlmfhYp,ImrMcrlgwdlmfldiOm,dmI 4451 St. Lude Blvd. Mhr l4dhrfr t+o1...r gMdl.brMd III lm,biobjr.nml to blgbxy... 1.010. hypo d"bolt" U didvnnol4dYlM1l Fort Noce, FL 34946 GrphNDl1164.1Inib.sxn•Aoriogl.loob W,/.I. tep.tocitoW i%dolow,hull.aitpolihhla8rodr.innynoiti"bwAltwlhnxl•Ad1a11.InkW.r.1. Job Truss Truss Type oty Ply RYAN HOMES / DORAL WRCDRBL FL02 Floor 2 A0211f08 W_ A7 Roe! Trusses For! Pie FI 7dCAG -4 -fh--- n..-. . Job Reference (optional) y•o•••..+.,•,.-••• ..v.. v..w a ..vv .c — rnn.. o..cv..vuv .c cut r M"ak enousuees, Inc. Mon Jan a 1u:zo:Ju zuia rage ID•idgFhvjEWsgU3bJPYJ3cyuE5n-11 HAKT82GdEsC4hdGa_wHWBByzE90yaBpEMIFzxSm 0-1.8 N 2—" "-0 11I 'a12 l s o i 3 1 2-2-12 I 0.4-8 Dead Load Dee. = 118 it 34 = 3x4 = 3x4 = 3x8 FP= 4x8 = 3x3 II 3x4 = 3x4 = 0 298 28 r z5 24 23 22 21 20 19 18 17 16 US = 3x8 = 34 = 30 = 3x8 MT20HS FP- 3x8 = 30 = 3x4 = 4x8 = LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Welt Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) 0.37 23-24 670 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.51 23-24 487 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horc(CT) 0.07 19 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 146 lb FT = O%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flal) WEBS 2x4 SP No.3(flal) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 16 = 262/0-74 (min.0-1-8) 25 = 1033/0-74 (min. 0-1-8) 19 = 1950/0-3-8 (min. 0-1-8) Max Uplift 16 = 66(LC 3) Max Grav 16 = 365(LC 4) 25 = 1050(LC 10) 19 = 1953(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3311/0, 3-4=-3311/0, 4-5=4085/0, 5-0=4085/0, 6-7=-4085/0, 7-8=-2638/0, 8-9=-2638/0, 9-10=2638/0, 10-11=0/1771, 11-12=0/1771,12-13=-568/382, 13-14=-568/382 BOT CHORD 24-25=0/1962, 23-24=0/3996, 22-23=0/4085, 21-22=0/3666, 20-21=0/3666, 19-20=-24/942, 18-19=-823/301, 17-18=-382/568, 16-17=-382/568 WEBS 11-19=-310/0, 2-25=-2169/0, 10- 1 9=-2548/0, 2-24=0/1492, 10-20=0/1941, 8-20=-278/0, 4-24=-758/0, 7-20=-1200/0, 4-23=-272/469, 7-22=0/848, 6-22=-390/0, 14-16=-025/421, 12-19=-1328/0, 13-18=-402/0, 12-18=0/801 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16. 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) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard u.r•lr„r.pl,.raimwaimianarmslPA&tomroatawmmnimoatawrb.e.hbrn.,b,rrrs.eIfflibig "pNrbus" lhoPik rtIftm%NW..aerno.m,sr bnr..y r1Alsdtsp+J.b rrbMe4.Yrdl br4m hylga P..11mJ14••irr.n Urgnmaagr,. rbrtm r,y.r.qny.+W,rrYgrbrplm,lyl.l.blMr,.r 11Ll. rlaq nu.pstirbt,rr•,,ssyM r.urMl.ubwbrA nbny.t41grb1.w,b4nsiescrWow M betq bra.Isrrutrbm.MOrrb YrldIM1W.e VIP. Phgpddblpr.11,ll.urrtrne.brrbrtq d,ismidw. rbq ddbrr.gmleq d Anthwy T. Tombo 111, P.E. rinybywrdrv. u,w„ sr.Mmrr onrPu..+rrm a rrw,r.e.pebrglnrwro,a.,.rrlmrrra ou,rn 8=3 sunl.argefr.tgrw rroqh.ewr...ur Iblm+bYtl./+nry101b b .I nr tab+rinsrr6.+,rYp., l.nb,rtip,.rl.,b.roA,.ti. 4451 St. Lucie 8hrd. baq rr. rrt+v..r.ebr.e u pbdbnnaeWlblM1l. fort Pierce, FL 34946 1ppilblDlll{AlLedhnxs•AAegl. lemM@,/.1. brele,rieeellbischemed,beorlaILisrebbbedw1brde-ino/a.isimehwA•lbethesses-Aalrrl.bawIn, Is1. fob r Truss Truss Type Oty Ply HOMES / DORAL A0211709 WVRCDRBL FL03 Floor 4 1 IRYANJobReference (optional) At Roof Trusses, Fort Pierce, FL 34946, desgnaaItruss.com D-1.8 H 21— —" 3x6 = Run: 8.1ZU S NOV 1Z ZUl7 Print: U.1ZU S NOV 1Z ZU1 t MI I ex inousines, Inc. Mon Jan d 1U:Z7J`J Zu1a rage ID:1dgFhvjEVYsgU3b jPYJ3cyuE5n-LDDgNgUmpalSUMatAz5DTV2LxMJZuU0kOT_vghzxSm i1-" 1f 'a'2.—" 3x4 = 30 = 34 FP= 3x8 = 1f IADead Load Dee. = 1/8 it 3x3 II 3x3 = 3x3 = 0 2709 11734 = 3x8 = 30 = 30 = 3x8 MT20HS FP-- 3x8 = • 3x6 = 3x8 = 20- 9-4 25-9-0 20- 94 -- 4-11-12 Plate Offsets (X,Y)— 11:Edge,0-0-121,12:0-2-12,Edael,110:0-3-8,Edye],118:0-2-12,Ed9el, 119:0-2-0,Edge], 121:0-1-8,Edgel, 125:0-1-8,0-0-121,127:0-1-8,0-0-12] LOADING( psf) SPACING- 2-" CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) 0.37 22-23 665 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) 0.51 22-23 483 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.08 18 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 129 lb FT = 096F, 096E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(ffat) 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 6-0-0 oc bracing. REACTIONS. ( lb/size) 24 = 1065/0-7-4 (min.0-1-8) 15 = 11/0-3-8 (min.0-1-8) 18 = 1737/0-3-8 (min. 0-1-8) Max Uplift 15 = 198(LC 3) Max Grav, 24 = 1069(LC 10) 15 = 185(LC 4) 18 = 1737(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3392/0, 3-4=-3392/0, 4-5=-4249/0, 5. 6=-4249/0, 6-7=4249/0, 7-8=-2881/0, 8- 9=-2881/0, 9-10=2881/0, 10-11=0/1123, 11- 12=0/1 120,12-13=-96/475 BOT CHORD 23- 24=0/2002, 22-23=0/4120, 21- 22=0/4249, 20-21=0/3871, 19- 20=0/3871, 18-19=0/1240, 17- 18=-475/96, 16-17=475/96, 15- 16=-475/96 WEBS 2- 24=-2213/0, 2-23=0/1537, 3-23=-251/0, 4- 23=-805/0,4-22=-207/549, 5- 22=-260/62, 10-18=-2495/0, 10- 1 9=0/1 832, 8-19=-265/0, 7-19=- 1110/0, 7- 21=0l782, 6-21=-361/0, 13- 15=-120/628, 12-18=-995/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 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 100 lb uplift at joint( s) except (jt=lb) 15=198. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-10d 0. 131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard q• rrm I.pytn,r. r •r r IOtr x89t(18i1r1 amu aus r tomrohnsw4 fnmirmotimuarr ra f.p rxP P.,t.,r nrv,,. a Imt t+wgOrryd r Wq I. r.w.0.111r.w7rrlc n nt K+tm.vn, pM. r Ip,dr r41 a.r..,,rrwrrr4e.ror q,tmtrybpepf.frsrltPgrua.wlN rono rrrrtnvWa*wgngsurtrrryrrvptm,O MofArrt..rmt lb"OP rGrpiotr+t."af Anthony T. Tombo 111, D.E. drurrtlnur.. 1f Mrmr.AlgrrOm,rO ef en Irrr.r Wght..rrWN+r W.r O(drYdMxYruYdl.l rgn,dtr aldw W.u+rfnu.d/gldlq oigt,.aWtdYq tld MrmpeMgr 80083 r Wgryertd.r urttv.trr mrrPottrp., trrmgttq.rrtarrrn,pa.0He4rgtxrmtxr arrr..rNr. 4451 St. lode Blvd. trnr dwMrrd tad 4w. n.gMtlrw,r,rir roan,auxlyt.nrotrru aq... tnnsrpxt.+.twr uourt..,.,neoe.i" Fort Diefce, R 34946 iwn,mo lmAAa l.ahn><t • Awf.r1.1..m,Pi. Irpdwm.dmit4Netsn, u III Mm.npdi AWwiRMIII mimrnebtirhop A I Gdhnt<t• A.Dwr 1.Ink 10, P.I. Job Truss Truss Type Ob Ply RYAN HOMES / DORAL WRCDRBL FL04 Floor 1 1 4 A0211f10 w Al Rnnf Trusses Fort Pierce FL 34946 d 1 Job Reference o tional eslgnwa truss.00m Run. 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 M1Tek Industries, Inc. Mon Jan 8 10:25:39 2018 Page ID:ldgFhvjE WsgU3b, jPYJ3cyuE5n-LDDgNgUmpalSUMaL4z5DTV201MRfufzkOT_vghzxSm 2.6-0 1 6 0 1-3-0 I 1-8-0 - i 3-0 30 = 3 30 = 3x3 II 3x3 = 6 3x3 = 1.50 II I I \' ral I G LOADING(psf) SPACING 2-0-0 CSI. DEFL. in (loc)- I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.03 13-14 >999 360 MT20 2441190TCDL10.0 Lumber DOL 1.00 BC 0.29 Vert(CT) -0 04 13-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 8 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-S Weight: 61 lb FT = 0%F, 096E LUMBER - TOP CHORD 20 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-041 oc bracing. REACTIONS. (lb/size) 14 = 374/0-3-8 (min. 0-1-8) 8 = 247/Mechanical 11 = 649/0-3-8 (min. 0-1-8) Max Grav 14 = 383(LC 10) 8 = 274(LC 7) 11 = 655(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-563/0, 5-6=-264/0 BOT CHORD 13-14=0/563, 12-13=0/563, 11-12=0/563, 10-11=0/264, 9-10=0/264, 8-9=0/264 WEBS 2-14=-620/0, 3-11=-603/0, 6-8=-351/0, 5-11=-311/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 sirongbacks, 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. LOAD CASE(S) Standard ft"""WF l-41.111W nmjaLRl11SfA 1exS4mama 1111111(ORrj=W.apl.rra rry btipl brdidrM Mir rr.lp Flr.q;lMjdrad•r1.hbr.rt lb®S1rrMn r. MrrOnw Wrlll,rrlrlraolaMrrrr41prararlmrr,o4 o..sKgly.irw..ro..,rr. +rrr*,r.rr„y y..,grrr rs yrn.ob+er r1sr.rnr1 d eslr Wvea..rnztIhppddlkAnthary7.Tombolll.V.F. rhirlMpd4 r O r rrw b UP Wbpl Yn d pldm ri. Mrgf.. Y la ..ftPMr Ird p ll'W Stu .rr.wdr pW raw. YXI id. bny WY.. d 1., rr lmr b.pr,lm. MyFq r.d anuW. 4451 5t. Lurie Blvd. Fort Place, FL 34946Gorilla0111/ A I Gd Lour • NY.q 1.1.M m, I.F. (rp/.11ia d Sir N sr,'s myIn-,it p.lilirl nalwtne .rirua pa irair Aa A I lad Born • Way I.I.aoN 10, P.I. Job r Truss Truss Type Oly Pb HOMES J DORAL A0211711 WVRCDRBL FL05 Floor 1 IRYAN1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 3x6 = 0 0 24r Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Mon Jan 8 10:25:40 2015 Page I D:IdgFhvjE V YsgU3b jPYJ3ayu E5n-pPn2aO VOautx6 W83khdS?ibV Pmrjjdx8tr7jS N8zxSm 6-0)I 1-11-0 I 11-6-0 30 = 4 30 = 3116 FP= 3x8 = 8 9 10 1 1-3-0 i 18-0 i lI3-0i Dead Load DeB. = 1/8 it 3x3 II 34 = 34 = 1 12 13 14 34 = 23 22 21 20 19 3x8 = 3x3 = 30 = 3x8 MT20HS FP-- 3x8 = 18 17 16 15 3x8 = 3x3 = 2D-98 2D-" 20-9r4 24-1-0 25 58 20-48 0.4. 2 3-3-81.48 0-0.4 Plate Offsets (X,Y)— 11:Edge,0-0-121,12:0-2-12,Edge],110:0-3-8,Edgel,118:0-2-12,Edgel,119:0-2-0,Edge], 21:0-1-8,Edgel,125:0-1-8,0-0-12] LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Welt Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) 0.37 22-23 665 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.51 22-23 482 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.08 18 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix-S Weight: 127 lb FT = O%F, O%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 640-0 oc bracing. REACTIONS. (lb/size) 15 = 61/Mechanical 24 = 106010-7-4 (min. 0-1-8) 18 = 177410-3-8 (min. 0-1-8) Max Uplift 15 = 242(LC 3) Max Grav 15 = 165(LC 4) 24 = 1064(LC 10) 18 = 1774(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3370/0, 34=-3370/0, 4-5=-4204/0, 5-0=4204/0, 6-7=4204/0, 7-8=-2803/0, 8-9=-2803/0, 9-1O=2803/0, 10-11 =0/1 225, 11 - 1 2=0/ 1223, 12-13=-58/525 BOT CHORD 23-24=0/1991, 22-23=0/4086, 21-22=0/4204, 2D-21=0/3809, 19-20=0/3809, 18-19=0/1146, 17-18=-525/58, 16-17=-525/58, 15-16=-525/58 WEBS 2-24=-2201/0, 10-18=-2511/0, 2-23=0/1525, 10-19=0/1849, 3-23=-250/0, B-19=-266/0,4-23=-792/0, 7-19=-1127/0, 4-22=-214/537, 7-21=0l795, 5-22=-255/65, 6-21=-367/0, 13-15=-77/699, 12-18=-1045/0, 12-17=0/265 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jl=lb) 15=242. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard ftap.r u"Wow.nb'N 1W 11W1(18L4'ppW MISI(IOIIp4f810YrORrjlfe7r1014r7ba Ay Mvp 1.s6nmrd p Mlww hsghg7ly 1b16r1I, Irrr 4,111drmf wlbsa Ymdrw rdobtadi elms , e4rw4rrlpwlrrr arlwslpryy..Ir-p.geq..elrw la nm pnrrxau.r.*utiny.ra grrl q a,.fn.ob+sr.wlsrt,e+. al r4won+ra Anthary T. Tombo III, D.E rMaxM imsY I lit nMuyisN/Ir O..MG.dsdw7Ygr tildgMs e,w4wid/6CCYNrMYd AywYrI1H.lkwpd4Y rAdgWw.4sLw4 AdlYiyfl,Asf 1 gYAwrwV Mh4 s 80083 b MiYlryur/Irer go.wo.b raw b p b..wpa 'dill 111d 1a1 nrArdr pw/ wx. hrtlryr(rwro7 7=w4hdlhwYwLA IM Ira Ayp lqw 6lxwr lr Mtr,w LwsllM lrr w 4 t wYl YrpL•A wnwH+drlll1. 4ort St. FL Blvd. Yort Dlercc, R 34946 t9P O 1111 A I trrl Lrlus• AINq I.Ir IrM, IJ. IrprMtirr i Ois Mr rO,'s oI1 s. it pdSitel:,DM Ile wriGn pniliss 6n A I Ir4lrnsrt• AWrpl I. Ipar II, I.f. Job ss Truss Type Oty Ply RYAN HOMES / DORAL WRCDRBL FFL06]Floor 1 1 A0211712 N Job Reference (optional) muusu.es, ink. neon Jan o lu:Z7:Vu Zuiv rage ID:tdgFhvjEWsgU3bjPYJ3cyuE5n-pPn2a0VOaulx6W83khdS7ibR3md6dw8tf7jSNSzxSm 0.1.8 HI- —I 1 0-t1 1 1 i 3 0-I I-ID-0 Dead Load Den. = 118 it 34 = 3x4 = 30 = 3x6 FP= 08 = 3x3 II 3x3 = 3x3 = 3x3 11 30 = 0 1 31 6 r30 0 c. go ZS 24 23 22 21 20 19 18 17 30 = 3x8 = 3x3 = 3x4 = 3x8 MT20MS FP-- 3x8 = 3x8 = 3x3 = 1.Sx4 SP= 08 = LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) 0.36 25-26 680 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) 0.50 25-26 492 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.06 21 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matnx-S Weight: 150 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat)'Except' B2: 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. REACTIONS. All bearings 0-7-4 except (jt=length) 21=0-3-8, 18=0-3-8. lb) - Max Uplift All uplift 100 lb or less at joint(s) except 17=-297(LC 3) Max Grav All reactions 250 lb or less at joint(s) except 17=558(LC 4). 27=1001(LC 5), 21=1658(LC 13), 18=1521(LC 14) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3105/0, 34=-3105/0, 4-5=-3671/0, 5-6=-3671/0, 6-7=-3671/0, 7-8=-2011/0, 8-9=-2011/0, 9-10=2011/0, 10-11=0/2205, 11-12=0/2201, 12-13=0/1894, 13-14=0/1672,14-15=0/1680 BOT CHORD 26-27=0/1860, 25-26=0/3684, 24-25=0/3671, 23-24=0/3148, 22-23=0/3148, 20-21=-1894/0, 19-20=-1894/0, 18-19=-1894/0, 17-18=-428/589 WEBS 14-18=-772/0, 2-27=-2057/0, 2-26=0/1377, 4-26=-640/0, 4-25=307/396, 10-21=-2627/0, 10-22=0/1983, 8-22=-274/0, 7-22=1265/0, 7-24=0/882, 6-24=406/0, 13-18=-158/488, 12-21=561/0, 15-18=1954/0, 15-17=-765/556 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 17. 6) Recommend 2x6 slrongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131' X W) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead ; Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 17-27=-10, 1-14=100, 14-16=400(F=-300) esq•M1n 10.0— WWI W 1m191rilulVon INSfkmaroMmlorrrY411tMOMMAC ti loft eYy porbrdndWa 4w 1n1 My b"PRdr lie, I Ines Y. 11 IftwS ilis,n OMob.Maa1•rol.p Lliso, lSa. Y MMrrlpob,dl o.6m pylgn p.,S1r IM1p 4ruAowlNnrmnoans rrrdmwdwrogmPWgrrM*revglrlmrep4orlwdt. ra11H. 4wlle" ,Mlid®n, WON? i0. gWtflk ldn W.vrrt.Rl,ddgkdq 014% bad"dYghrl.rvy.aYgrMthary T. Tlxnbo 111, D.E. Mrtiu. rrrmrrr.s"dopd nrrrllylnlrfp1k%MW QFW"ItlnWilla— a rlep.r n vllf lw„q.xin.,ra.rrrin,a 8=3 y. 1m ylga„run 4.is..lm 4451 St. Lucie Blvd. 1IntpYpF¢oHIOIbMrl pfgn.olmrSrAoiwedqlrxq If gnldennahWlo1111 (rmi11g0101{ Id twl6nln•Au1wrl.IrsM10,/!LerddiNdmo4wrseµurglwo,ilpflilMri0og0enine/neitiminsA•IIM16nx/.1 r•Aulrll.lrmlrW,. Fort Pierce, FL 34946 J,gb IF Truss Truss Type Oty PN RYAN HOMES / DORAL A0211713 W/RCDRBL FL07GE Floor Supported Gable 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.12u s Nov 1z 2un Print: 0.120 s Nov 1z 201 r MI I ex Industries, inc. noon .tan a 1u:25:0 208 rage ID:ldgFhvlE VYsgU3bJPYJ3cyu E5n-HcLOoMWOLB?okgjF108hYw7q_ABYMbf 11nTOvazxSm oHa 0H8 16 15 14 13 12 11 10 9 8-74 8-74 Plate Offsets (X Y)— 11:Edne 0-0-12] ]9:Edge 0-0-12] 117:0-1-8 0-0-12],119:0-1-8,0-0-12] LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Well 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 Ina YES WB 0.03 Horz(CT) 0.00 9 n/a n/a BCDL 5.0 Code FBC20171TP12014 Matrix-R Weight: 39 Ib FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP N0.2(flat) WEBS 2x4 SP N0.3(flal) OTHERS 2x4 SP No.3(flal) 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. All bearings 8-7-4. lb) - Max Grav All reactions 250 lb or less at joint(s) 16, 9, 15, 14, 13, 12, 11, 10 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.50 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 shealhed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-" oc. 6) Recommend 2x6 srongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ry 1)WORapltr""btliAwrnr-Wemain 1r1 II,fall ll.1LblowsarWin a wnelrmmn bts.rN wr. oAm,lrb.rrbnlba dr III Imsk [Aso..4=2lhov4b.r wUlWa h.r errrr+nwd.^ntiAnthmyT. Tomb* 111, P.E. darOe3mbgbtl nb ry ufYtrbM.bO..fr.rld Apr.blll burs,.rmlrbAl,b4rbbdrii eirlM.lb nrrbrdrgbYnrb kntwfltluil.rb*,nlmrhgir bny.dYrr J UU3 bwl.rb. rtr,a. Yrnwr.blprr ewrNibsrbMb.ttr rfd Ir e 11spr.nrAmrtot.r r.wrbp.rpbn m+roy.+urrsnrbu.nbyn t n Anyb rr.rra...iu 4451 St. Lucie Blvd. Ae ablwl4rtrO qr b.,alMdr.a,wrr Ialmtb+Ipl.irrmbwyb,*e,.lwul7m I nryFubl llq.LMew.rnlid.ml. Fort Pleice, FL 34446, ii t 01111 A•I twl hnut • MNr.11.1mM Y1,1.F. IrpdMrp d sit brown'in o11a.. is pisilnd.illmiliminn ra.isuw hiss, A I Ml bnxf • AuMry 1. Ink IR V.I. Job Truss Truss Type oy Ply RYAN HOMES/ DORAL 1 WRCDRBL FL08 Floor 1 Job A0211714 At Roof Trusses- Foil Pinup FI 'eoea d.I . ae,,..,« Reference (optional) v..cv a r.vr ,c cv, r m, run mpubmati, inc. Mon Jan o iu:zb:4-I zuie Page ID.tdgFhvjEVYsgU3bjPYJ3cyuE5n-HcLOoMWOLB7okgIF1O8hYw7fcA6nMYY 11nTOvazxSm 0.1-8 w5x/11 1-5-0 7 344 = 2-" —i 3x3 II 3x3 = 3x6 = LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) 1/deft Ud PLATES GRIPTCLL40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) 0.00 5 •... 360 MT20 244/190TCDL10.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.05 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017rrP12014 Matrix-P Weight: 25 lb FT = 0/oF, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 739/0-3-8 (min.0-1-8) 5 = 73910-7-4 (min.0-1-8) Max Grav 4 = 739(LC 1) 5 = 739(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3•4=-376/0 BOT CHORD 4-5=0/744 WEBS 24=-819/0, 2-5=-961/0 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) 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. 3) CAUTION, Do not erect truss backwards. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-3=-350(F=-250) a.t•noxr.pl,„n.a'rlmol s(t emuuoouoaoonnsWllfpntlltovnla+anrar.rreuxP.n.ld,d.a,.enlwrti et} „q;llgdMldwll l,"rC.ILNm r 9,lan wt fdnld wwrW walp,wl/ 61d t,r 14r V• w wd a M ID u all 4r Ywe rup bp 1,,1"dyy Igne) r udw w 10„pw,n sod", dapanwd qw," m4wWea a Ygdr.0InUflow a a1 p. wa 1111, 1&W wwq k"nilrw, sim" zt d.B1116Iurgwll,rngwwrldra.,aoimia's cdy rsuyr.ir,rwdrmandrodwrrdlnlrdr gadrr„4.rgd AnthonyT.Tombo111,D.E. rrreyrywdl.else,w,vrrroidrramdprr,drndmbasf laalelnf' y,wrop4,.wwe..,r,w` SM3 d nu W1p Irrw dw.,"1? dr aY,bd 11rlm+rq lga ni0lrNapda Imrla fr wdiYYfd4451 St. Lucie Blvd. Fort Pierce, FL 34946 G/pgM011l/bllwl6nul•Adlegl.leom N,PJ. trpd oiudllisl"ncµoallr,w,irptldilr0 dmlkninr Iwarsir6w41iwtbnxl•lulwyl.lrm6eUl,/.1. Job r Truss Truss Type Oty Ply RYAN HOMES / DORAL WRCDRdL FL10GE Floor Supported Gable 1 1 A0211715 Job Reference (optional) N r r%001 r Fusses, ron rrerce, rs. J"W"o, oesrgnta d r nuns Win nun. U. cv a 1— 1. cv , r a —V Icv , r IV., r . y ID: tdgFhv)EVYsgU3bJPYJ3cyuE5n-movp?iWe6V7fLgISs6tw57g7nZXg51 vA6RCZR0AxSm 01* 8 D144 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 50 Code FBC2017lrP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) SOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flal) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. All bearings 15-9-8. lb) - Max Grav All reactions 250 lb 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- 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 3-1 Od (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard DEFL. in (loc) Weft Ud Vert( LL) n/a n/a 999 Vert( CT) n/a - n/a 999 Horz( CT) -0.00 16 n/a n/a PLATES GRIP MT20 244/190 Weight: 71 lb FT = O%F, O%E te. dl Mrl iwYlTn 6111 to 11 RfIMn9"110tl1 I0amiti 61 rw..nUUMINyirTioa rA 6fpr...lerol'ala""MIMh* hnq(ill)1/b Ig 1. Ii Rrl W-MlMN1 a 1 114WM Kvolbm.r* 41da rls+drdMM slRhh,dl allImbsy Ewa 00. lr.g 1poll„ld..l A.p ors wat drdbrd dod Ant"T. Tonbc 111, P.E. of. dab U.UgYlqnbdnyin'gifto0—sPd. .doYdtoo oft Was k p.,.p.BddbOLbtlrwidl ll^o/rI1N. J 8=3 rid"tow.l( rFdo Y.., wn.b M wbp.2m dplrindbb"foor.Idyhh..brpMprUMh old WrnMrdY pwdpdon. UrlBnrny.dLtilrlMdbinrlrrr,lnoM¢i.d4.u`o.rw 4451 St. L11de Blvd.o..hrArrhrlrerprarh+Ahaprwh., hd 4hs1M*Isolismrtri.IMyre,.i.,**.hp.odglry 11 1 'ennnlseblit Fort Noce, FL 34946 pri1110UNAItnlbnsn-A.Mql. loaM01,1.1.lrp.bas.dllishr.yen,isullam ispob kdoAmOt.nm.FanininbnAIIWImm-WNry1.look10.P1, Job Truss Truss Type Oty Ply RYAN HOMES / DORAL WRCDRBL FL11 Floor 2 1 F A0211 Al Rnnf T.,.—. Fnn Din...e r1 oAM4C ...........,._.__ I Job Reference o tional Aj 0- 1-8 H 1 2-6-01 0 017 116 iun: o. 120 s Nov 12 2017 rnnf: 8.1[0 s Nov 12 zu17 MiTek Industries, Inc. Mon Jan 8 10:25.42 2018 Page ID: ldgFhviE WsgU3bJPYJ3cyuE5n-move?We6V71LglSs6tw57grgZKu5vVA6RCZROzxSm I 2-" i I 1-3-0 1 1-3-0 Dead Load Dell. =1116 it 11. 50 II 1. Sx4 = 3x6 = 1.50 11 3x4 = 1.5x4 11 3x4 = 1.50 11 Sx6 = 1 2 3 4 5 r. 7 r e 3x4 = 3x6 = 1.5x4 II 3x4 = 4x6 = 15- 9-0 1 1 15- 9-0 Plate Offsets (X,Y) - 11:Edge,0-0-121 14:0-1-8 Edgel 19.0-1-2 Edge1 112:0-1-8 Edgel 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 0.71 Vert(LL) -0.32 13-14 >592 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.41 13-14 >459 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 78 lb FT = O%F, 0%.E LUMBER - TOP CHORD 2x4 SP M 30(flal)'Except' T2: 20 SP No.2(flal) 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 purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. ( lb/size) 9 = 856/0-3-8 (min.0-1-8) 15 = 856/0-7-4 (min.0-1-8) Max Grav 9 = 856(LC 1) 15 = 856(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2519/0, 3-4=-2519/0, 4-5=-2641/0, 5- 0=-2641 /0, 6-7=-901 /0, 7-8=-901 /0, 8- 9=-902/0 BOT CHORD 14- 15=0/1550, 13-14=0/2641, 12- 13=0/2641, 11-12=0/2099 WEBS 9- 11 =0/1 196, 2- 1 5=-1 71410, 2-14=0/1 07 1, 6- 11=-132410,3-14=-338/0,6-12=0/894, 4- 14=508/128, 5-12=-455/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-1 Od (0.131' X X) 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. LOAD CASE(S) Standard x. tlk•Ibx rx m,Y. b'11IDtl ImIlIf lirl QM IRE I( D41a11111u0xrimntmim w in,info hop perbirndrb.s. Itn% h%v%mPA1db id" 1 um e. P, hi mammon MnsO.wr osi bIp, di OWteeepend/ MnrbbRe.rrdi U,6mMylrytrop.,tprglq.wlb.d.rrlNnpnansmlCm4blMMrwlTgmpYMYYM*4b ilm.gO/rblA.h.W1111 bMf4nrYni,r4id`n,wN ztA^thonyT.Tomlwtlf.D.E. bltlgbsgerlr. x, 1ltontort.blprbpatnrpd,bndbbWry6xpr4togthey,X*F*ddhUr11l1.ndsdrpedpbu e1lYyfbnynminrlaidbl:nib BOD83 Isimi h.bu rl.x4dto4451 St. Lucie Blvd Fort Vlerce, FL 74946 rypirU07U16Adtoohnus•AuNryl.br11In, /.f. ttprbdiuold'ndremeel,i.mllovispolil'ned.ri0tmncmmroleoistiurkwAlbrllnsxt•Aulnrl.lrml.IU./J. Job I Truss Truss Type Qty HOMES / DORAL WRCDRgL FL12G FLOOR GIRDER 1 IPIY IRYAN1 A0211717 Job Reference (optional) Al Roof Trusses, Foil Pierce, FL 34946, design@altruss com 3x6 = Run, 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 10:25:43 2018 Page I D:idgF hvjE W sgU3b jPYJ3cyu ESn-E_TBD2XGloF Wzzle PpA9dLD46zlGgPK KL5y7zTzx5rr 3x3 = 11.50 II 7 3 . 30 = 4 3x3 II 1.Sx4 II 6 3x6 = 4-1-8 LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) 0.01 7 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(CT) 0.02 7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 24 lb FT = O%F, 096E LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 20 SP No.2(flal) WEBS 20 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 4-1-8 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8 = 1059/0-74 (min.0-1-8) 5 = BOO/Mechanical Max Grav 8 = 1059(LC 1) 5 = 880(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1204/0 BOT CHORD 7-8=0/1204,6-7=0/1204,5-6=0/1204 WEBS 2-8=-1447/0, 3-5=-1447/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 srongbacks, 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. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5.8=-10, 14=-100 Concentrated Loads (lb) Vert: 3=-756 9=-757 bi.g•IIaM•aagYlma•4'IIIt4r nb18j1BLLi'1Nw IWlrI0N481111Wj111jxn7r11Nxiarb• Ml 6'9 r•.a•aM Ikrab. in TIM P.P grpl•db ld.r 1. Ink 11I,ri.46w We kba•• Mna.br.m d•..610.adt bid rrb OnddkMabb FuNk.al Anthdry T. Tomb* 111, P.E. dMdba nrubgkWrnbntr•ir/b0.r.wOda•rbd WOOIN 9d11qAga.•ba•ddb IL%Nrb YO1 Wq1 6d Mi. h.qPdJb PJ.01.IWMaIb F.t.Mq%dq. drp.o7N. W" tMk b uyrWld 88083 b1•IYgw trb U.mrr•bfNrbramarrrabndb1.4[sdfdglY..w r.dddhl1d11a.rrd.ml6 rrJ ra. i1116nbny.WsadMndbkM lr.,, lneaM¢igr•.I inu bdsn..buI 44515t. Lucie Blvd. ab.W Wall at••agaadq...raygdrMi.d.d IN bin bYp wWhI91IWbNq nM•,• Imsh0whip. dag Wq gagrlAbrn.l6d•Ilal Fort Place, FL 34846 frypilbOAl1111tw16nxr•A•IIry1.1mMN,P.F. hp•bnindObMwrd,'selb.wiapAditd.dl.ale.aidr.rkbiadw6rbAIled Imm.Irriry1.l.i.14P.1. Job Truss Truss Type aty Pry HOMES / DORAL WRCDRBL FL13G Floor Girder 1 1 IRYAN A0211118 Ai D..nl T...«e. C-A D.--- cB OInAG J__:__/_4._.__ Job Reference (optional) 0.1-8 HI 1.Sx4 II 1.50 = 3x6 = 0 1 2 1 21 21 3x6 = 1— — w., .....4 ..wua,=a, n.c. mvn den o V.,ea.gj ZU10 rage I D.Idg F hviEVYsgU3bJPYJ3cyuE5n-E-TBD2XGtoF WzztePpA9dLD2Pzf bgJ3KL5y7zTzxSm 1 1.3-0 1-55-12 1 1.5x4 II 1.Sz4 II 3x4 = 1.5x4 II 3x4 = 3x6 FP= 3 4 5 6 7 8 19 18 17 16 15 3x8 = 3x3 = 3x8 MT20HS FP= 1.Sx4 11 3x8 = 1-5-12 r i Dead load Defl. = 118 it 3x3 II 3x4 = 1.5x4 II IT 11 12 13 400 = 3x3 = 18-Ta 19 10-01 22-10-0SLr Plate Offsets (X,Y)- 1:Edoe,0-0-121, [2.0-2-8.Edae],16.0-1-8.Edae1 119:0-3-8 Edae] 121:0-1-8 0-0-121 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) 1/den Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.29 17-18 761 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.40 17-18 550 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.08 14 n/a n/a BCDL 5.0 Code FBC2017rrPI2014 Matrix-S Weight: 119 Ib FT = O%F, 096E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0411 oc bracing, Except: 6-0-0 oc bracing: 13-14. REACTIONS. (lb/size) 14 = 2493/0-3-8 (min.0-1-8) 20 = 1035/0-74 (min.0-1-8) Max Grav 14 = 2493(LC 1) 20 = 1077(LC 13) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3422/0, 34=-3422/0, 4-5=-4341/0, 5.6=-4341/0, 6-7=-3875/0, 7-8=-3875/0, 8-9=-3875/0, 9-10=-559/1216, 10-23=-559/1216, 11-23=559/1216 BOT CHORD 19-20=0/2016, 18-19=0/4177, 17-18=0/4341, 16-17=0/4341, 15-16=0/4341, 14-15=0/2708 WEBS 10-14=-348/0, 2-20=-2228/0, 9-14=-3706/0, 2-19=0/1 555, 9-15=0/1389, 3-19=-256/0, 7-15=-318/0, 4-19=-835/0, 6-15=-824/56,4-18= 167/593, 5-18=280/56, 11-14=-1217/422 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 860 lb down at 15-11-4, and 254 lb down at 20-3-4, and 150 lb down and 317 lb up at 22-3-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 13-20=10, 1-12=-100 Concentrated Loads (lb) Vert: 9=-780(F) 23=-174(B) 24=-90(B) i.•M1 B r.dy M.w.a'1I W Ix1W rylllr amu mot IDIAlggmwiln4r11No48rW11' ba r.gb.P r.rtrMrrnt b Imt bt bB4gpx)r b leq LIBnB o. ru4..9. htit .. w+tm..w or. a III, nb wlHwe rxa4rl..rrrrto.e.aldrembyd..pr,f 1)Iprl6ud n1A ronsogtlrrdYfMMfwtl.prspmpfiMYYYy/bvr l.t/yl0l 4lAalr.nU1,b YnpwuymFrrl rr,,nrrr Anthony T.TomboIII, P.E. tr.u enlnurgMlgnbmpWgespn,bp.hY cMga.MFilq Myr..uwt4h0f.Ir llrMNM161iAdU1 Drq u/41ArgW.v rtngdiyl iq ay,u rYg4iMY rq c11gd blgqwrgbbwIrb.emnMMild III From NO 144.t4s bYdq bsl r1pr10.ar116gppy Oflllo rb pW1-11M.a4rbu lM1lbitrntl.mDb o/e 4Mlmt b.p,4m bt}hl..rlmtlnYSB.,4n `80883 rank, l"ll Blow • r.Pa." 17dpa".do4 Ib lmtbdp bllw MIDI b blblbol... l n1l.wbpm OR ban Ugplrrnnelbl.m! 4451 St. Lucie Blvd. Fort Pierce, Ft. 34946 G1Pi1{I O 111{ A•1 tBd bntrt • Ia{By I.ImM IA,11. 1ep.IB4iB. d1litlnlsBL's Bq Iwa itpBli{iM ri6BBt d..iin pa ittiB.hw { 11Bd Intlet-{.qr.f I.IB M m,J. Job 1 Truss Truss Type Oty Ply RYAN HOMES / DORAL WRCDRBL FL14 Floor 6 1 AO211719 Job Reference o bonal y,.v... v.w.., r.u,.. v.rcva ,. wr, r nn. o. rcva r.w rc cvr. mrrcn nwu5rnC5, mc. mun•ran 01U."""ro rage ID:tdg FhvjE W sg U3bJPYJ3cyu E5n-iBOZOOYue6NN b7SgzXhOAYIDgNOZZnPTBIhg WvzxSrr D-1-8 H r 2-6.0 I 11.50 II 1.50 = 1 0^1 oggggt9l 78 3x6 = 2 13-0_I I 2-0-0 t i 2-" 3x3 = 1.50 II 30 = 150 II 34 FP= 1.5x4 II 3x6 = 3 Tt 4 5 6 7 8 — 9 47=' 16 t5 14 13 12 30 = US = 3x8 MT20HS FP-- 3x3 = 1.5x4 II 3x6 = Dead Load De11. = 118 rr 3x3 II 10 0 34 = LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) 0.33 14-16 677 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.45 14-16 494 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.07 11 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Malrix-S Weight: 94 lb FT = OAF, 056E LUMBER - TOP CHORD 2x4 SP M 30(flat)'Except' T2: 20 SP N0.2(nat) BOT CHORD 20 SP M 30(nal) WEBS 20 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (lb/size) 17 = 1014/0-7-4 (min.0-1-8) 11 = 1014/0-3-8 (min. 0-1-8) Max Grav 17 = 1014(LC 1) 11 = 1014(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3161/0, 3-4=-3161/0, 4-5=-3798/0, 5.6=-3798/0, 6-7=-3153/0, 7-8=-3153/0, B-9=-3153/0 BOT CHORD 16-17=0/1887,15-16=0/3768, 14-15=0/3768, 13-14=0/3798, 12-13=0/3798, 11-12=0/1925 WEBS 2-17=-2086/0, 2-16=0/1 409, 4-16=-671 /0, 4-14=-258/449, 9-11 =-21 19/0, 9-12=0/1358, B-12=-254/52, 6-12=-972/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 104)-0 oc and fastened to each truss with 3-10d (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard r..r. n r.pryn...+r'r 1IDtl sas(71Wn amu IM I tt®MSIn104l1nIrj10xlwHlll•Yra t.p.rP P*r r en Imrlry a..;lu}r r swll lr.o rs IArv9gscY.0 r aw m+. r Is.4 IN nsbrsr4 MMrrg4.,N U.6rrrrw.P4Udslq.rslrur wlDnpnmr rm/..r+(.rmwsq..rrynwlrr Yq+r.rp 4m Ypl rl rr.r IILI.Akyr n.4 4rYlrrmn.>ti+MIrdrAImr.wln"bmwerlrso.r.,n9.:11ftMW 70 6r rrrrap...r.r++ro.rRrrrssrr rrssss u.Ord+rsar wwrrs,u.e+ys oy o.y,.am rs,mrro wnr Anthony T. Tombo 1p, D.E. rmgay.rrr.r ur ur.rlorrrvnrprenrranelors+rhr.spallpbosnlnrws.rrro.rr rr+pr o msrs,rnw.m»,rm,rerswrr ` 81m6) AnhrM.lh.Irogr ..r+ghdpMbrha IMlm l*how h10 ftbftq N4... InnfrMhp-d.RWbFn p1drd1-1"1"4R1. vp..I u MgC.arlr r 4 irs,hn 4451 St. Lsxle Blvd. Fort Pierce, FL 34946LgpirMO}116A•IIw16.tur•A.da11.1..10,11. repot.00.dl6hi.mem,onllem,np.titBe/.i0atlkrrinnln ittiwhwl•IGrLh.tttt-AhlarL.halm III,1.1. Job WRCDRBL Truss FL15 Truss Type Floor oty g Pb 1 RYAN HOMES / DORAL A021 Vf20 1• Job Reference (optional) 0.1-8 H 2-6 0 0 o2Q 19 v.. v..w ,vvv — av r r,un. o .,v 5 rvwv rc cv r r me rew inuubwes, inc;. mon Jan o iu:[a:nq zula rage ID:IdgFhviEWsgU3b, jPYJ3cyuE5n-iBOZQOYue6NNb7SgzXhOAYIBwN?tZIJTalhgWvzxSrr i1-3-0 1 2-5.0 r 1-3-0 Dead Load Dell. = 1/8 Ir 1. 50 II 1.50 II 3x4 = 1. 50 = 3x8 = 1.5x4 II 30 = 1.50 II 34 FP= 1.5x4 II 3x8 = 3x3 II 1 2 3 T, 4 5 6 7 8 9 10 11 III/ ` I&013— r/A&7 I `i 1t1J, 17 16 15 14 34 = 302 MT20KS FP-- 3x3 = 3x3 = 3x8 = LOADING( psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) 0.41 13-14 602 360 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) 0.5614-15 438 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.09 12 n/a n/a BCDL 5.0 Code FBC2017lrP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except' T2: 2x4 SP No.2(flat) SOT CHORD 2x4 SP M 30(flat) WEBS 20 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. ( lb/size) 12 = 1133/0-3-8 (min. 0-1-8) 18 = 1133/0-7-4 (min.0-1-8) Max Grav 12 = 1133(LC 1) 18 = 1133(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3662/0, 34=-3662/0, 4-5=4777/0, 5- 6=4777/0, 6-7=-0777/0, 7-8=-4777/0, 8- 9=-3689/0,9-10=-3689/0 BOT CHORD 17- 18=0/2135, 16-17=0/4527, 15- 16=0/4527, 14-15=0/4777, 13- 14=0/4545, 12-13=0/2181 WEBS 10- 12=-2401/0, 2-18=-2360/0, 10- 13=0/1668,2-17=0/1689,9-13=-254/0, 3- 17=-259/0, 8-13=-946/0, 4-17=-957/0, 8- 14=-1187718,4-15=-1051738, 5- 1 5=-396/22, 6-14=384/30 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 1040- 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. LOAD CASE(S) Standard 4 34 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 103 lb FT = O%F, O%E 4ssr• 1Ynr b./liros. b 7110rf 101Y4(lellf Oelll llld I wmnoenliarallri 4'e01!lrtArr r.l.e ti41.rbtd Mel. b I.iiMy\P dr liq 1 Imrlll Ir ariMtl.ln.t tlm.o..rM. r N,a ilrltodl iVrMMrMID...dr In Ymr+•b•Pr,>~+g lbw)bwl.wlNrgn...m.inrrpOif rwpr.gn9.tlMrrYyrrIr.thp.l.ra1M.IM1I. raipi.i.gl.l,ryrrrri,..4Yi rryre. u.urRarli,rny.scgrrrn.,ro.:i.mcd.r.rwyrcy..er.rmrrm.rq.rrdwrlrarini.r drrmrgw..rr1.Iu eyl y,ryi..sasrr,mwrnxaalryr *BOD83lit,D.E. rlrlgrg... 11eu e.inr...rmrr.oin.I ralri rr pw11 w7ml Memo pRgpAd Itlnr wr.nmsdrp..rrso mle,rn,pma.,.iw,rrlm,e„s, toil nc*t p.due,il re...n, M3 e5.. w Y.Ib I.IrpNw.rrrrlA dpMY.hM ilr l.nbq bow 11116f y b.q.. wormy.. r, pMy Uap4dmimalrar YlM1l 4451 St. Lucie Blvd. I FortPierce, Fl. 34946 GIpi1M0}0161111. Ibnln•AIi1/111.1r.M14,r1. kp.1.4i11J16e1MI.eq,unrlawitp/1JBednAmOemints InoiniwhnA•Itwlbnxt•Ad1wrl.11mMUl,r.1 Jpb I Truss Truss Type Oty HOMES / DORAL WRCDRBL FL16GE Floor Supported Gable 1 Ptl/ 1 IRYAN A0211721 Job Reference (optional) Al Rooi Trusses, ron Pierce, FL 34946, oeslgn@a71russ.com Ruw U20 s Nov K 2Oi r YMI: 8AZO s Nov 12 207 MI r ex Industries, Inc. Mon Jan d 1V:25:45 20id rage ID:tdgFhvjEVYsgU3bJPYJ3cyuE5n-ANaxekZXOOVECH 11 XECdimIW7nYXIOecoPRD2LzxSrr 36 35 3x3 = 3x3 = 3x6 FP= 34 33 32 31 30 29 28 27 26 25 24 23 22 21 34 FP= 3x3 = 30 = 20.11-0 25-ii-n o Y 20 19 Plate Offsets (X,Y)— 11:Edge,0-0-12L[37:0-1-8,0-0-121,139:0-1-8,0-0-121 LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 2441190 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 19 n/a n/a BCDL 5.0 Code FBC2017lrPI2014 Matrix-S Weight: 95 lb FT = O%F, OBE LUMBER - TOP CHORD 20 SP No.2(flat) BOT CHORD 20 SP No.2(0al) WEBS 20 SP No.3(Ilat) OTHERS 20 SP No.3(Ilat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 20-11-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 36, 19, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.50 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-" oc and fastened to each truss with 3-10d (0.131' X X) nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard hotf "WM*—b'I I W nwmaajmw NAe MMMMTNII*ov)afnmwi.ra,•.TAa•p1•oWtd,dwto0•Innwt4h.pnmoobb6ml.ldxd,ll Ibmi.•I,bi.a Httopmoaf.ble.dl Melsdltjattll a.dbrlii•Y,dl asImIniplWWOf. Wrd1 l"ol b td•.f 17,VnMem aelYplfmw ow4.wdmbYkgdavo1„o416r.r IIINK-s U1.IY Ytli nrgsLr4 Mien"di4Torritic d ntdM4mbtq ldglnb,ry.sMdbO..bO.ltaratlgr.balYlaye,•wuMdb4bYdMltd i:fquidlM b4pndibladgMYmdbint d,y.il.Ot.oeq.dYq Yrwb,ryae//fi Mthony T. ill, P.E. bbr4ln dtrdr urnwt••bm.fbpnndprd.tdbwe4t rseR W.e,IvsppweerAlndwtn,r rrp.d pdm.flu,noynawtdandbl,nthy..bmlwpl.da,trre.e..lw s8=3 0451 St. Lucie Blvd. A• rtu fd.lyrtrttlgtd 4...,mlydlp4n Y,d,d alnna,fpy.ealxawl.lr,yn,,. Im,S,a. hpw,dgl.My ggakAls•tnaAd d•Ul. Fat Plvice, Ft. 34946 b(sMid10111M• 14dhmn-Asib"1. Ink Ill, F.I.IrpMlindOalarmwi.etfew itpe11ne1.4baDrwinnrn.iWnbmAI1WImtes-Iplwrl.ladNq.LI. Job Truss Truss Type Oty PIy RYAN HOMES / DORAL 1 WRCDRBL HJSP Diagonal Hip Girder 2 1 A021 *22 A a,,,,r r.,r«— c..n o:e...e cl Wo„c as ..._,., Job Reference o tional y •v o..c,r . .,wv , c cw r r rnnl. o. r cu s rvov a col r Ml, ex lnoustnes, lnc. talon Jan 8 10:25:46 2018 Page ID:tdgFhvjE WsgU3bJPYJ3cyuE5n-eZBJr4Z99jd5gRcD5xksFzrY?Bmo1 rNm 7 3AnanzxSm 1-5-0 7-0.2 1-5-0 7-0-2 Dead Load Dell. = 118 it 20 = 1r 4 4 6-7-13 LOADING(pso SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TIC 0.70 Vert(LL) 0.19 4-9 443 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) 0.19 4-9 450 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 24 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 6-" 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 auide. REACTIONS. (lb/size) 3 = 172/Mechanical 4 = 88/Mechanical 2 = 404/044 (min. 0-1-8) Max Horz 2 = 116(LC 4) Max Uplift 3 = 109(LC 4) 4 = 73(LC 5) 2 = 277(LC 4) Max Grav 3 = 172(LC 1) 4 = 121(LC 3) 2 = 404(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opst; BCDL=S.Opsf; h=15ft; Cat. II; 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 109 lb uplift at joint 3, 73 lb uplift at joint 4 and 277 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 lb down and 42 lb up at 4-2-8, and 38 lb down and 42 lb up at 4-2-8 on top chord, and 4 lb down and 11 lb up at 1-4-9, 4 lb down and 11 lb up at 14-9, and 17 lb down and 44 lb up at 4-2-8, and 17 lb down and 44 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). LOAD CASE(S) Standard 1) Dead Root Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-00, 4-5=-20 Concentrated Loads (lb) Vert: 11=-7(F=-3, B=-3) 12=-17(F=-9, 8=-9) r.ry n. r pl n i,. a u ma lslstr>ylQl amn ie16 a IDQInrIS11{W4j p11116b0a8Nrlr b %* h+Y r w, r w.m a l„ r, er.Doltsr la.l l lbrs. ri Isrowele., . ar„ e..,,r,al r m.eblrlrs7.rlm QdW"dbM44bb W1 ,.0h loom.ftgw..&MI. erary n,r¢Frrlmr,,.IYr I Ir dnn l,r„b r Flbl nr 4,4rh OAw,bOs',mn•A.MblrgMyr.uND 40l.MY 141dM1Yrub I1M11 hgrd Oft 1A 0bm.dafnuWVhe+1 *MIN baft.M arMMr,rydlq BAnthonyT. TOn1b0111. D.E. b Wgbye 140.b al,,q.Mlnl Ib vn yrd.nib bWbl4q mIS/Qrpmr(IeQr00yiyhlll rWlnrd.Wbrmdp4r IM1labfnr,rgMSb,WIM MIm,byn,l u M9:q.sdlrn, b 6 m,Wn M3 Anw NWhrlr 1gMh m.q h,Ir.b,bBM Ib lnnb,l bp.nr0ib W4r b,¢.In„hb,.lgn.gbYq a.rn9114bnn E6r1.IM1l 4451 St. Lucie Blvd. Zt Fort pierce, FL 34946GIpi1Er02016A•I trrl6rlu, • 4Mq l.laeb III, IJ. 4pdafir.d Oil Ibrmcu. u of law it prliliM o,IM At nine Iabi,lirhw Ad taA 6n,n • 1u11u1l.larl. W. F.I. 4ob I Truss Truss Type Oty Pb RYAN HOMES / DORAL WRCDRBL HJ7 Diagonal Hip Girder 4 1 A0211723 Job Reference o lional A7 Koor 1 russes, ron nerce, ru snyno, oeslgn%gaiuuss.com Kun: a.izu s Nov 1z zu1 r rnnr. DAM s NOV 1Z zo1 r Mi l ex Inoustnes, Inc. noon Jan 11 10:25:47 2018 Page ID:IdgFhvj E VYsgU3bJPYJ3cyu ESn-6mii2 Panw1 IySbBPefF5nB NnHa65mCovGjwK7EzxSm 1-5-0 5-2-9 9-1a1 1-5-0 5-2-9 4-7-8 2X4 = 1.Sx4 II 5 30 = 5-2-9 14-7-8 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.03 6-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.08 6-7 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.44 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.04 6-7 999 240 Weight: 41 Ib FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purtins. BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 136/Mechanical 2 = 546/04-9 (min. 0-1-8) 5 = 375/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 4 = 99(LC 4) 2 = 255(LC 4) 5 = 122(LC 8) Max Grav 4 = 136(LC 1) 2 = 546(LC 1) 5 = 375(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-988/318, 3-11=-929/326 BOT CHORD 2-13=410/930, 13-14=410/930, 7-14=410/930, 7-15=410/930, 6-15=410/930 WEBS 3-7=0/294, 3-6=-989/436 NOTES- 1) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 Ib uplift at joint 4, 255 Ib uplift at joint 2 and 122 Ib uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 Ib down and 51 Ib up at 4-2-8, 41 Ib down and 47 Ib up at 4-2-8, and 72 Ib down and 100 Ib up at 7-0-7, and 71 Its down and 98 Ib up at 7-0-7 on top chord, and 9 Ib down and 8 Ib up at 1.4-9, 9 lb down and 8 Ib up at 14-9, 14 Ib down and 18 Ib up at 4-2-8, 14 Ib down at 4-2-8, and 39 Ib down and 25 Ib up at 7-0-7, and 36 Ib down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead ; Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pit) Vert: 14=-60, 5-8=-20 Concentrated Loads (lb) Vert: 11=-0(B) 12=-86(F=42, B=44) 13=-7(F=-3, B=-3)14=-22(F=-9, B=-14) 15=-75(F=-36, B=-39) ls "rm r iMl. a•i i ron 1m19Sl fmri amu nw llpmnllslaa4rinlrlralonuw,rr r. 1.b bIq 1..1.Irir."w b1l.11bplbnq plgdb 1Aq i hsa r l 1d.niMs ldn n< bbflM.N aorl. b al,N b1Nn•blYar YM.Wbbal.bNl o•bm bq bys.p•,blsbr bl..) b mono? ali ns" ovum$ db P%WM prsq ml••lMbbbydbsglb.lspl. Is M.*.r.all. bin4.w/p46 nMbn,1• / Anthony T. Tombo Ill. P.E. 8=3btdIgkWWr.lmI 4451 St. Uccle Blvd. srs.bw.d.yb+bi gbbdmin.gaA.IM1I. Fort Pierce, FL 34946 GypiI100 fpu la Iwl b.nn • dbsl I. t.. m, r 14N4firm if ah dblr.e t Y rq 1.., ispllllihd Iddnn lk.emn yn.biim bb.ld Ibd hnxt • dba„y t. I.sM 10, P.I. Job Truss Truss Type Qry Ply RYAN HOMES / DORAL , WRCDRBL J5P Jack -Open 3 1 4 A0211f24A. Job Reference o l onal r.w. „waca, ran r,asz, r .r U' VCS Jrlwd rlru55.Gom Run; 8.120 s Nov iZ 20r Prim: 8.120 s Nov 1Z ZU17 MiTek Industries, Inc. Mon Jan 8 10:25,48 2018 Page ID ' tdgFhvjEVYsgU3bJPYJ3cyu E Sn-ayG4GIbPh Ltp3lmcCMmK KOwyU_UxV113U NfufgzxSrr 1- 0-0 5-0-0 1- 0-0 5-0-0 5. 00 FfT 20 = 0- 3-a 4-8-8 LOADING( psf) SPACING- 2-" CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.09 4-9 670 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.04 4-9 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 3 = 119/Mechanical 4 = 56/Mechanical 2 = 280/0-3-0 (min. 0-1-8) Max Hors 2 = 104(LC 12) Max Uplift 3 = 76(LC 12) 4 = 49(LC 9) 2 = 144(LC 8) Max Grav 3 = 119(LC 1) 4 = 85(LC 3) 2 = 280(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15111; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed: porch left exposed; C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20. 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 76 Ib uplift at joint 3, 49 lb uplift at joint 4 and 144 lb uplift at joint 2. LOAD CASE(S) Standard bq• nr» rr .•. M •r l IDU Ieiusryllvl tuna IIGp I umnorsmlwllrnrlrmonmwrr I. I•n wd r.n ir r.•, M InriMcp s..4Plrlrr WI I Ito o. rt 14.d,>ti le•t n, MsisO•.hl wr. a nl..p ilAisdrpill MMYMIDD•,dlUl lm lop hpnPl.Ill Ol IMM40. W n On rim' owd0o pr/noxlmp r mditlo& 6Wdb *T s oMolkIn.*.oo rill. noboo.mp4ryl ir,,,rM Anth T. Tombo 111, P.E. r.u YllnuMglAf nYiq dlq bOn•,rO itM CMq 4FOI Ayp•,YYrM Y01.YirYYdYYYIuYrIl11 Mpry,d r111rwW u/elnµdlyl orl,•mlrrYgdeMYnMWq t4 BM83 Yla'LIMyirhO• Urnl/r•YMlmrrPmir N4wsre Wyhq IYylye IjpY4rhlllr W7•l,dnolb ,n0!'. p/1 YmOMfOrtrtbt/Yl+n esps,lmr 1Orl'°•'' 4451 St. Lucie Blvd. O••N Y I lllfr•7+r .nrlhdrrMY 4M hlno6l¢tl l•n1014MYrpYj.ImiS/u•Fgw/,MMq Vopdra•inaHaM IM1I Fort Pierce,Fl. 34946 o pilb07016Ad led bylin•Aa6oy1.lo•bIII, P.1.Irpolri••d111hdK Ai•oyl m,np/6bftdViWsowiM•ynaswsbooA-Ilwlhrlxl•A•nafl.InkIn,r.1. Job I Truss Truss Type oty Ply HOMES / DORAL WRCDRBL J7 Jack -Open 12 1 IRYAN A0211725 Job Reference o ttonal Al Roof Trusses, Forl Pierce, FL 34946, design@al truss.com Hun: 8.120 s Nov 12 zo17 Print: 8.120 s Nov 12 201 7 nor I eK Indu5trie5, Inc. noon Jan 8 1u:[a:4a Zu1d rage ID:tdgFhvjE WsgU3bJPYJ3cyuE5n-2BgST5cl Se?ghuKom4HZtcTJOlIEC7Cj 1 PRB6zxSm 1-0-0 7-" r 1 0 0 7-0-0 - 3x4 = 7.0-0 Dead Load DO. = 1/8 it o o N LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.10 4-7 823 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.24 4-7 349 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Wind(LL) 0.21 4-7 399 240 Weight: 23 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-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) 3 = 183/Mechanical 2 = 342/0-3-8 (min.0-1-8) 4 = 91/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 3 = 129(LC 12) 2 = 99(LC 12) Max Grav 3 = 183(LC 1) 2 = 342(LC 1) 4 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf,, h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp 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 psi 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-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 129 lb uplift at joint 3 and 99 lb uplift at joint 2. LOAD CASE(S) Standard troom Ilm,bwiYi,M.*11IDQ IMErS111114 OK1111N61 tomom16Whrwen tNl.Ir 0KI13barrr rfOrrmr.lr.br tmrbyrnAPiryrh l`q l 4s 0.r1 Id wu4 ICn at m YO. 04. M In,0 blN n•a, rsu, IrM,.I MID. nti U,4mMbpop,,irra!bp sjt•uA. er ln riahwmtcr PMf r,q gwq.AYlY lomr/u rlmr Olsrin.ry.rn Al.4pu'nwgm4i tir.i,w uir Anthony T. Tomlw 111, P.E. rN M1,wrYgbiBghM,ry, Nig11 Ym,rrOwi e cMga Y Wrb,yaYrr,D o,C.r frMi/MIY1uYrUl 4 d YIMryWw,/ilrµdlgh,RgOnp.Ygt1Y rYgJrMYnqimilfl • 88883 Y wgnq rlr.r. uewvr Mwrr amrrlaw, r4 b"baprttlopa llrgpeorhr lhwnp l olordpYw ati„ 4451St. Lucie Blvd. r7n,Wlgrir igr gw rom AdpY, r,A 4Im,bilpbpwnr01b61YibYp, Iwnlloely 4N1 Wr Ugglrn,na Hwl IM. Fort Pierce, FL 34946 G/Pi1110l116A•It dh su,•Arbn) 11.MI0,11. trpd Oir 11lhlwr.e Iwfly La,i,p Ii6ihdwillow Oe.,iawlaainiwlnoA•itrdhnxt•AulolLlmlrIII, ll. Job WRCDRBL Truss L01G Truss Type Hip Girder oN 1 Ply 1 IRYANHOMES/ DORAL i y A02117 26 Job Reference o tional T , ..o y.o ,-wa.wn• nun. o, icu s muv rc cv e r rnnr: o.,cu s ivov 1z cui r mi i eK mousines, Inc. mon Jan a 10:25:50 Zola ID:tdgFhvjEWsgU3b• jPYJ3cyuE5n-XLOghRdIDyBXJ2v_KnooPp7HAo7jzelLyhBJ 9-0-0 14-0.O . IgJ1.n LSx4 11 1.50 11 - - - U4- U4- LOADING(psf) SPACING- 2-M CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DDL 1.25 TC 0.44 Vert(LL) 0.09 7-8 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0,52 Vert(CT) 0.10 7-8 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horc(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MS Weight: 52 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 44-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-2 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 = 909/0-3-0 (min.0-1-8) 5 = 909/0-3-0 (min.0-1-8) Max Horz 2 = 40(LC 32) Max Uplift 2 = 591(LC 4) 5 = 591(LC 5) Max Grav 2 = 909(LC 1) 5 = 909(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1589/1071,3-19=-1425/1017, 4-19=-1425/1017,4-5=-1589/1071 BOT CHORD 2-8=-928/1412, 8-20=939/1425, 7-20=-939/1425, 5-7=-928/1412 WEBS 3-8=-164/288,4-7=-164/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15R; Cat. 11; 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 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 591 lb uplift at joint 2 and 591 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 193 Ib down and 213 lb up at 5-0-0, and 64 lb down and 86 lb up at 7-041, and 193 lb down and 213 lb up at 9-0-0 on top chord, and 109 lb down and 173 lb up at 5-041, and 45 lb down and 69 lb up at 7-0-0, and 109 lb down and 173 lb up at 8-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3.4=-60, 4-6=-60, 9-14=-20 Concentrated Loads (lb) Vert, 3=-146(8) 4=-146(B) 8=-96(B) 7=-96(B) 19=-59(B)20=-36(B) e.ryrr.r-rpinnb.r•iiwIminrviu mmiiFw{(momsmiovrivi juainvArrinY.*rfjparr.ln/.ro.b iwt yr RJrrIAgiM1aartrds v9pl rtiYf.mpM.rIN.dr OIAn•orrieu YMi.lYrlb.b•dl Ur0.16fy rgropr,S IphrW worn r.n,.mpiMrran.d•gs.ieq.oMrrr.*rr,.p lmirgM.rmrr.•r nN.oa.nvq.4rYrm1. M++R d•u/MlnurwMM nrmi.dlq rC w,rO e usc ge.rMlypup.,YriMOlrm.rrfdrYdYlrr M dlFl rp d rlp.lyW.u rinu,.dlgl.py,Yomen.lYgOdYrnq.eel7i AnlhOnyl: 80DB 111, D.E. rWgYyDW4p.Y.U.lrn/..NrtvrrrmnrpwrnrrruMw+rb PW1r+Minrwl.nm,.wrimgrbn.inla frmpmaMdari rlm n.pe,imiMvp',tpurLn,dbw.s'm 801)83 AnhrlMhr(.MgN..,r gMApMYrl a orinnpYpigln him rhllg6s¢n.. i-nlrM p-d,l.xq 11gg11/roo.Mnr.eri 4451 St. tirde Blvd. Fort Pierce, FL 34946 gpirB010D111wl6nui•A.MrrLlrobN,/1. tepd.arrdibis lNewr,uiglwaitp.lit'k/ri0ogik pine.pn.irfneh.oA•Ib.11mur•WIar1.InM@,1.f. Job I Truss Truss Type Oty Ply HOMES / DORAL WRCDRBt L02 Common 2 1 IRYAN A0211727 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 20117 Min I ek industries, Inc. noon ian a 1u:2a:au 2u10 3x4 = 4x4 = 1.5x4 II — '` LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.05 6-11 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT). 0.10 6-11 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0,12 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MS Wind(LL) 0.15 6-16 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5.4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-0 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 = 620/0-3-0 (min. 0-1-8) 4 = 620/0-3-0 (min.0-1-8) Max Horz 2 = 53(LC 17) Max Uplift 2 = 335(LC 8) 4 = 335(LC 9) Max Grav 2 = 620(LC 1) 4 = 620(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-814/1306, 34=-814/1306 BOT CHORD 2-6=-1054/683,4-0=-1054/683 WEBS 3-6=-570/300 NOTES- lytinbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=150mph (3-second gust) Vasd=116mph; TCDL=5.0psf; 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; porch left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 335 lb uplift at joint 2 and 335 lb uplift at joint 4. LOAD CASE(S) Standard 30 = PLATES GRIP MT20 244/190 Weight: 51 lb FT = 0% fin, •IYr„ tt,Mn b'11 nti IOSIIftYtllr Wml Ills}ililmlDtllrine('p11fjL'4011YV111' era lrq Yap p.,rrr nr aL eb Iw,byb..gDatrb IdYq t I.o.0.1t Id a9iaL4..a. Yn,O wa,ba b In.,al btd sor r'sr, Y/Mwatp nnY b.u,new D.1 714w1e rr.s nr rwn a,aaxar,,.,a.p.„y.yMrrryar,.lm,get.rmrr.r mi 4 n,aAr tirrinrr+,,rN AnthonyT. Tombo 111, P.E. 0.as IM1.. bNqrbngNlgab Mw,rove,r nMrp b1+Wrbp.bbr,aabut.b9rbb IhUgabrin t. 801183 bb' lgbgertr,u, BrnuwrblDrspanrpMnabbW lup aS/qW eo(IOgpYddgtnrSlU ,i8iolr pa paw. mi halo bmpow"Wimar. 6n, bd". Imilimp tp- as Lafbi6.ro,..n 4451 St. We Blvd b rhreMMrfrwgar gw n gbdpY,Mrl n Iw+b+gh*nnlDlbbYgbye Im,kM fgw/yldlq uap Irr—b6a mt. Fort Pierce, FL 34946 rypgMO71111111 4rssn•AdMgl.1soMIlk P.1. bprlMiadibis lwrsrd,uoytwo, ispelibmiridwtOrwiw reeiniwbmA•Itwlhnx+•AdAnr1.I WIII, r.1. Job Truss Truss Type Qty Ply RYAN HOMES / DORAL A0211'/28WRCDRBLM2HalfHipg1 Job Reference (optional) n raw, nvaxa, ryn rt_ .rr7rv, UR:Wwn syd I Iruss.eom Run: O. ezu s Nov l4 zul r rnnt; o.izu S Nov lL ZUl r MI I eK InGUSMS, Inc. Mon Jan is Iu:Zb:1)I Zu18 Page ID:tdgFhvjEVYsgU3bjPYJ3tyuE5n-?XxCundH GGOwCUAIVJ1y1YWZCZpi51VBLuYG?zxSrr 1-0-0 I 1-0-0 I 3.0.0 —i 8.00 1 4x4 t 2 2 T t T2 IW1 W2 Bt Q 5 4x4 = U4 = 3-0-0 Plate Offsets (X,Y)— 12:0-0-8,0-0-51,12.04-7,0-0-101 3-M LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.14 Vert(LL) 0.00 8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.00 5-8 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horc(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Wind(LL) 0.00 8 999 240 Weight: 16 lb FT = 0% LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 WEDGE Left: 20 SP No-3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-" 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. (lb/size) 2 = 542/0-8-0 (min. 0-1-8) 5 = 296/Mechanical Max Hors 2 = 61(LC 12) Max Uplift 2 = 27(LC 12) 5 = 26(LC 9) Max Grav 2 = 542(LC 1) 5 = 346(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-583/260 BOT CHORD 2-5=-197/435 WEBS 3-5=-493/223 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.OpsF BCDL=5.Opsf; h=25ft; Cat. II; Exp C: Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 2 and 26 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 34=-60, 5-6=-20 Concentrated Loads (lb) Vert: 3=-550 a.r n.rs.Py....r•rlrtmrlests al[rlauwnwueallioncefal(trlr;uoonwarrr.r.ha+Irr..+r rwr.enlm,artFr.Drrlrrl r.r.rs,rlr mtrnwrrM una...aa.rm.dr Iwr e+rrrrr.rranl rrr III rsrl.*1"W./s.1"bp. lrr..y1111w m.aMorrlr s.ra.n"ml.aarraesprsc0rogar r1a.k.renu. ftbowwriumbdup ra..erq pntlwsrl T. Ttrnbo ill. D.E. rrurlALmrgUif nMi y.lA/60rv.s 0.dfrbo gr. M 4Nhaye, ON WdbKa nr a k0who.id al. lY gpwdb OW. Sol". r4 Lnr.W04 ORLWA .r rYg*1k i yel lr t 811083r1.Ygas*.rlre Urn Wr..ilti r rb.dpiM.ArMOsrGTrfb;W.6.j431r.IWh111rsA1.nr..rrpwr plus. 111118nnnyi.WMsrFYsrb4nsar,Uwfartlr.r4.0 adas..pu 4451 St. Lucie Blvd. w..s.wrhrlrastrrr rh+l.r,rrr IAlmsartl obsnrwrarr.,rn.s,ss.ltmr.lwry Uawrarrnnnurrnll. s0RibAllsdhnw.Amilem I.Tembe F.I.1 dd'nrrn.r ... Lair rlilydritl.gde.si4n niwh..Allr6nurs•ul..I.l.d.11,l.l. FortDlelce,Fl 34946 v11^V 1 rP br 1 P 1^°i r Job I Truss Truss Type Oty Pry RYAN HOMES / DORAL WRCDRBL M2GE Half Hip Supported 1 1 A0211729 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 3494b, desrgnVallruss.conl Kun. 6.1ZU S NOV 1Z ZU11 Print: 5AZU S NOV 1Z ZU1 r MI lex InGUSMS, Inc. MonJan 0 1U:Z5.01 ZU1U Page ID: tdgFhvjEVYsgU3bjPYJ3cyuE5n-?XxCundH GGOwCUAIVJ1y1YUjCbdi6OVBLuYG?ZxSrr 1-" 1-0 0 3-" I " "_ 0 2-" 4x4 Z 3 40 = 1.50 II 1.50 II 41. 50 II LOADING( pst) SPACING- 2-" CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 1 n/r 90 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-" oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 5 = 185/3-" (min.0-1-8) 2 = 148/3-" (min.0-1-8) 6 = 187/3-" (min.0-1-8) Max Horz 2 = 64(LC 12) Max Uplift 2 = 28(LC 12) Max Grav 5 = 204(LC 2) 2 = 148(LC 1) 6 = 203(LC 2) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl , GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) 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) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-" oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 2. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-185, 2-5=-20 PLATES GRIP MT20 2441190 Weight: 14 lb FT = 0% n. y.lawn.sym..b•rlrramun q'amatmnlmaar.Krer+r!o')uoonowt+rb. r.hlnvr..anr+r.h mina+adt w l+lyrrle rl.Ir+Ru.rosmsraMn.n Adre+a.n+ees.rnA.M A!( oppilMO d MII+drs bbllr.inY 4rhn,bwpb A,.1pq hp.4bd gD+swn agr+dbpMtYda'eY ny. bbk db+¢4roaW.bll .r.I41 M1Ytlpm rnYd oda "i" Anthary T. Tgnbo Al. P.E. Mmdd64bgrbYdY oYrIF116go ddbnlr rW+w dbhnt.d 6rafair.O+rif..w4s WO" M. bmPnidl1dbldblmwid4em Orn,drrb1OWbpdndpiiw,dbbbri(odldq lbr4wjx3rpidA rWennbmdbl l pu Ngbny,Ycnr16+/brwnh n.Lw+M¢ Ibw64..wd 11U083 Mow bdp lq shlTbadigm*n,Ina,lydn l.}aodq Ydf,1 Darladb,.,n1ld Ul 4451 ewce, FL Blvd. Fat Pierce, R 3G946 rrllA• Ilwlfinu+•ArlMryl.le M01,r.1. rep.Mtwdsit ln ra,•orl.hprllikilAwDroib.rn ndafnAIMlimm-AgMryl l.odrin.r.l. Job Truss Truss Type oly Ply RYAN HOMES / DORAL WRCDRBL M3 Jack -Closed 5 1 A0211730 Job Reference (optional) Roo! Trusses, ron Fierce, ru 34946, design@alrruss.com Run: 8 120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 10:25.52 2018 Page ID•IdgFhvjE WsgU3bjPYJ3cyuE5n-T)Vb67evAZOFYM3NRCgGUE5h6bvnRZseP7d5nRzxS 1-0-0 3.0-0 I 3.0.0 4x4 = 1.50 11 LOADING(psf) SPACING- 2-" CSI. DEFL. in loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 4-7 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.01 4-7 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins, 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) 4 = 104/Mechanical 2 = 185/0-8-0 (min. 0-1-8) Max Horz 2 = 117(LC 12) Max Uplift 4 = 74(LC 12) 2 = 35(LC 12) Max Grav 4 = 126(LC 19) 2 = 185(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.OpsF, h=25ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf 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 74 lb uplift at joint 4 and 35 lb uplift at joint 2. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 15 lb FT = 0% x.yn.r.yl ne.raimo>sleslvualamnieauom etrswxrynrluuvaurwrrr.ba4wi••rrr rw.xnl.,,w,#r,-.7alrruyio0oriid.R.uew mu,raw.w,nr.rm..y 1 11r+0,1 ri MM\MI[C M A11116n1 y1Tmp, yiW 1 rW.si lrnrroD.nybodrFAfvr gngmr.OdgrbM•dbu hnrlqsl.blll ri.IRl bpwnvy4FrY rbn.WlYr Anthony T. Tombo ill, D.E. W dbt Umb w Will h b mpt*dit0m,b Om iureMnowbe MYy Mup.bb uL%Adb4f.b N rr rdwa,.r Willi bq ddblprn W.udrrmxr,IgMgbnp, rddlbrrYq ulYYnq ei/ryd i1BO87 blHgYywrw.b Urrruq.bRArbremrpld fdb Mlsiiq,wdtd0(W..IYSIJp1ddN111rftl1.idedbrysd rlro. IM1lYinbiry.d7irnr UndYl.n Yil s.Inr Mc'lq mrlmfrd.rn.r,o 4451 St. Lucle Blvd. dIn1Y W11gr(rr•r4.. bihdlpMY did bbm[Wtl wnW1661bipYrn..InnSpsIwo dlliq Ugsludbnmatlr.IM Fort Pierce, FL 74946 urpiAliofllAAlrwth„, n AnAr.rl.Icmlrlp,P.l. tepor4iodiliideesn,icrdfliioirpdi6itel.iil6tlk.nrcra.icfinbwA•Itrdhcnn•4iloyl.IrsAc10,1.1. ob . t Truss Truss Type oty Ply RYAN HOMES / DORAL WRCDRBL M3GE Monopitch Supported Gable 1 1 A0211731 Job Reference (optional) A Hool Trusses, ran vierce, rL sv`Jnb, aesignWal tru55.com Hun: It.1ZU s Nov 1Z ZU17 Print: UAZU 5 Nov 12 2017 MiTek Industries, Inc. Mon Jan B 10:25:53 2018 Page ID:tdgFhvjEVYsgU3bJPYJ3cyuE5n-xv3zJT1YWIW5AWeZ9vMV 1 Sdtp7HBAOEoetNeJtzxSl 1 0 0 3-0.0 1-0 0 3-0.0 1 SO II a-oo 12 t.5x4 II 3 Wt STI 2 'wl 40 = 1.50 II 1.50 II LOADING (psf) SPACING- 2-0411 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 1 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) 0.00 1 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horc(CT) 0 00 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix-P Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 OTHERS 20 SP No.3 WEDGE Left: 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" 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 = 64/3-" (min. 0-1-8) 2 = 111/3-" (min.0-1-8) 6 = 114/3-" (min. 0-1-8) Max Harz 2 = 120(LC 12) Max Uplift 5 = 40(LC 12) 2 = 19(LC 8) 6 = 99(LC 12) Max Grav 5 = 74(LC 19) 2 = 111(LC 1) 6 = 148(LC 19) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-0=-259/190 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5 Opsf; h=25ft: Cat. It: Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed:C-C for members - and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIIfPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-" oc. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrenl with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 5, 19 lb uplift at joint 2 and 99 lb uplift at joint 6. LOAD CASE(S) Standard Twway.Pp.+.a•uirorrpan(m ttuulmurt000gemmu,Ali•Iwonla+u.rwar 4My,..a,r r,w,al.,,praa w[;Iyraw.rt,r,Artro mrawr,a..xTn,aa,m.rllr.rr r,r.rirn,rMroTrria aar ,,,innn4te.s0a4 gteA.vlsTr w,a grr,aup,rrpn rta ny. rrr,y4ry6inobul ser,rr,.rou.Irrw.,,.r4rera+wo AntkM T. Tombo III, V.E. I r., 46, 4m Is of Mimp"bm,ii d% RW.r O.W.memo gwvftlf/gbw.,.r it,lAr06rgrr YdF91q ir I111. hihR% w.dtros urn rr.r0)r b pemr reftAr IWIM(m rfbR Idoun mMT rr sd4ir,, nr.rb 8ln,F110erny Ys,rlw,rin,Mgr.Ow,iwrt wrL.0 r,e..ru J UM 4451 St. Lucie Blvd. T 4rrw,lrrm+r iha,.rnr,ra rrumr,Tyt,.buirwritidw,bmhs haM+r+4 YaT trbnnnerdd.ui. Fort Vle,ce, R 34946i 01r1111trll n,n•4 l.lri•01,/}, le .IrT;..dOi,lw•rn' I wi, .ITlikirN pOr•,Ter• inirbslllrbnm-Iulr I Iw1.10,/}. GrrV 1 r r r r I - Job Truss Tens Type aty Ply, RYAN HOMES / DORAL , WRCDRBL M4 Monopitch 4 1 AO211732 Job Reference o tional J• TV. VGi,{111 O IIIYSS.wm nun: 8.120 s Nov rr zui r Print: n.1zu s Nov 1z zo1 r MiTek Industries, Inc. Mon Jan 8 10:25,53 2018 Page ID:tdgFhviEWsgU3bjPYJ3cyuE5n-xv3zJTfYWIWSAWeZ?vMV 1 Sdpz?FaA?noefNeJlzxSI 1-0-12 , 3-10-12 1.0-12 3-10-12 3 1.50 IL 800 72 30 = 1.50 11 6 3x4 = 30 = Plate Offsets (X,Y)- 12:0-1-12.0-1-81 LOADING(psf) SPACING- 2-" CS1. DEFL. in loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.02 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 29 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purllns, 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 = 21710-7-4 (min. 0-1-8) 7 = 13810-3-0 (min. 0-1-8) Max Horz 5 = 126(LC 9) Max Uplift 5 = 30(LC 8) 7 = 127(LC 12) Max Grav 5 = 217(LC 1) 7 = 145(LC 19) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BOT CHORD 4-5=-255/204 WEBS 2A=-233/287 NOTES- 1) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.OpsF h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left 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 nonconcurrenl with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 Ili uplift at joint 5 and 127 lb uplift at joint 7. LOAD CASE(S) Standard ly mnr.rylr l.a•rimtrlmasryuo•Aemtintarmmnorsm ronrlrvonuewrr. r,Igrwr..Ibrrlr.n.ri.rreye,.Dafrrtsytueo rtrael.rsllera,.1. dnle..,o,ad.rnr..t INIOO1rwrJdM.uIYrID sr8r rn4ntru 4'oD•.y lhp sirup glNlglruNs od a/rrbt lwpwgny dgYYY+rdrulpllnllpol rIO q. rtlrM. 4lby nrgm4Mllrre,u•M r.4rrinurwtlr•my.dlll b4n,bOrri•1 dq rhArr M p.Yrur dr4Lr4lrrdlrl u•dlr/l.rAlddrUlrwW.u4rllµrMghdlq orq,•aN.rYq d4Mrrllr A gd Anthony T. 58= tx)III, D.E. rr egrgerti.r. u,wrur rmrreemr a,nrsay.>N,frgrraspaDpeodhinrwr..la rrpo4ema m ernr, dr,r W IlN,tl.ngr rl ghdr r1Yd,d Ilr lnn6 bow. ^ ri s1tl^4r lmr r p, Inu Mv r rll•.bOr,s,n 4451 St. Lucie Blvd. 1¢tl~fl e4yrwr..Im11lr Iq•Isrywlq uyrrrminKmKr•m+ Fort Pierce, FL 34946 ppilMOlIIAA•11 Ilntrn•Adpg1.Inkiii/j. fill I OII dlAlllKilin,i U1low 1111 IIIIIrOx1O1dIIClnlllt In.In1YImA.11WiInrn•Adlr rl piakII,/1. Job ' r Truss Truss Type Qty WRCDRBL` M4GE Monopitch Supported Gable 1 Fy 1 IRYANHOMES/ DORAL A0211733 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, deslgnicjaltruss.com 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 YES BCDL 10.0 Code FBC20171TP12014 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 3-10-12 oc purlms, 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) 7 = 155/3-10-12 (min. 0-1-8) 5 = 63/3-10-12 (min. 0-1-8) 6 = 143/3-10-12 (min. 0-1-8) Max Horz 7 = 126(LC 9) Max Uplift 7 = 8(LC 8) 5 = 35(LC 12) 6 = 163(LC 12) Max Grav 7 = 155(LC 1) 5 = 71(LC 19) 6 = 211(LC 19) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 6-7=-255/204 WEBS 2.6=-253/317 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph: TCDL=5.Opsf; BCDL=5.0psf; h=1511; Cat. If: Exp C; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left exposed: porch left exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 mun. a.tzu s Nov iz zu1 r rnnr. a.izu s Nov iz zui r Ml leK lnousvres, Inc. noon ran a iu:z0 o4 zu10 rage ID:tdgFhviEWsgU3bJPYJ3cyuE5n-P6dLXpgAHBeyngDlZdlkafAl dPd3vSuxU6CrKzxS W-12 3-10-12 12 3-ID-12 7 1.5x4 11 30 c 6 5 CSI. DEFL. in loc) I/dell L/d PLATES GRIP TC 0.15 Verl(LL) 0.00 1 n/r 90 MT20 244/190 BC 0.05 Vert(CT) 0.00 1 n/r 80 WB 0.09 Horz(CT) 0.00 5 n/a n/a Matrix-P Weight:• 28 lb FT = 0% 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 ANS11TPI 1. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 7, 35 lb uplift at joint 5 and 163 lb uplift at joint 6. LOAD CASE(S) Standard r.q K.w soli ! nr. Ar'r 1 r[01IIbSltIIUUPj g61L mn mOnE4r1A6nj rAtr)ypinaNlrTb., rsq byp l.wtnd d o.rs b IrrnMgln.q;1M)dp 6 r, rr r p.rl linmrflr hbr wr. hllb.r Ypinw , M 61a D,rlYntlf Ynar4lN.lr.ar lrrlmrhrq hrr.pr,fprq 6ymjYuOwwlUwrrlmwnul.n/r rwLi.ngn Yrkip au p 6.elyml bls,.r nu. nrrq, wwgs ry ori. w6iq Anthary T. Tombo 111, P E. Im MLnrrgM6gnwwY.p11 r0..w6.d. dw0 9..Mta MY'n,.1Y oe li6i(.hfA nib Ydld6 aidIM11. W Pni Ml9dnI MM w.ib Ln4 IgshFriRniY.dYgiiiMrwywJfr s 8=3 srnlrr0„ O.OhO . U.N. rr.r lrldrda Pranr,olftW"Win"fg YnrsplP~ Ittand Mdlal-6r P." prr IN amft.Vwib.d YnW& b-bwm 6w.M¢hpn Wt.. s em.wlru ar. hrWlkrtrOgd go.warllapW brM MlmrfWp[..bglshYgAilrn,.l.n,s a.tryrnr.rrarl nrparAr.nnwMd.Ill1. 4aLucie Blvd. Fortd Place, Ft. 3g946 f*".4WD1116A11.dhnuf• MWry1.1..1.A4/J. repdMin.l0it6x.orb.awrlr..rip.WAr6.A1M11r irtnrn.iuipbnAltwlLnrn•AnMyI.M1mMUl.r.l. Job Truss Truss Type oty PlyRYAN HOMES / DORAL I 1 WRCDRBL MG7A Jack -Closed Girder 1 A0211* 34 Job Reference (optional) y• •v•....••• .. u,,. o—v o ivwv 1c cv s r rnne: o. scv s mov is cvr i mI I eK mousines, Inc. Mon Jan a 10:Z5:54 Z018 Page ID:ldgFhviEVYsgU3bJPYJ3cyuE5n-P6dLXpgAHBeyngDlZdtkafA XPSbvFextJ6CrKzxS 4-9.0 7-" 4-9-0 2-3-0 4x4 = 4xa II 64 = LOADING(psf) SPACING- 2-0 0 CSI. DEFL. in loc) I/den Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.04 5-7 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) 0.07 5-7 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horc(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MP Wind(LL) 0.04 5-7 999 240 Weight: 37 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-6-6 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1140/0-3-8 (min. 0-1-8) 4 = 2256/Mechanical Max Horz 1 = 138(LC 23) Max Uplift 1 = 362(LC 8) 4 = 770(LC 8) Max Grav 1 = 1140(LC 1) 4 = 2256(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2215/690 BOT CHORD 1-8=-709/2014, 1-9=-713/2022, 5-9=-713/2022, 5-10=-713/2022, 4-10=-713/2022 WEBS 2-5=-783/2473, 24=-2743/968 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vesd=116mph; TCDL=5.Opsf: BCDL=5 Opst, h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load 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-" 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 362 lb uplift at joint 1 and 770 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 46 lb up at 0-8-12, 176 lb down and 68 lb up at 2-8-12, and 1740 lb down and 619 lb up at 4-8-12, and 832 lb down and 243 lb up at 5-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-00, 14=-20 Concentrated Loads (lb) Vert: 5=- 1 740(F) 8=-99(F) 9=-176(F) 10=-832(F) n..•K.os.ry.e.el al OWT1%2sMRJMWmarMalaaWNl1JM1MWMKrb&"hwwinno DO r.Ines,bma,qsr..rinrlrwharl.Iahk1i.wouSla1Mmm xn,dr monew.wm,lMrldaesjresddbnobbmbbrlInsybmbbpmIle.yxg bpw. Invda" la,4us.o: MdbnMM11.0 rnrnW0 bray rday 01mbinr.w laid..nr ml.% r4 w0W&a'@W I rmdenUrnbgli4nw.,afydw0. w.r0.d xabdp..Ml l s,.woidd Y6wOrbYdiil oir11N.14 pnddM9lrgbMmdwLnF Id Ydl7.tbp.dlY.r1•n tYwbny dilld MthonrT.6W83 ll. V. E. bblblbnprfra IlrnwwrY111rb M1nr . dYFY'fs efMlb.la llftrpddhlKrtprnnbmdbpwd IRI NOft.q.0mi dlMdb1— Fd/n,bmMy bp- of Emu I Ma—W = 80083 Aa.tuWllelyd ed b.ralNdl.Mbbd him b:y l*sbrxwldhgbyn,w bmf,dn lerndn Nl9 mynhdbnnnMw1.1111. 4491 St. , FL Blvd Gpiyl O Hlb l l lwl bnrn• bsMrl 1. IeYr 01,1.F. reprdedm d D•n lrr ed,h al l-e. is pAdded.ilbw fir winn Mai %in bs A l lwl byxs • IdMry L INN IO, /.f. Fat PleucR 34946 Job ' 11 Truss Truss Type ON RYAN HOMES / DORAL WRCDRBL MG7D Jack -Closed Girder 1 1PlY 1 A0211735 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: B.1Zo S Nov 12 Zo1I Pnnl: BAZU S NOV 1Z ZU1 r Mr l ex Industries, inc. Mon ran 6 lu.25:55 201iO HE 1.Sx4 II 30 = Us 11 "' — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/den L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.04 5-8 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.08 5-8 999 240 BCLL 0.0 ' Rep Stress Incr NO WO 0.36 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Wind(LL) 0.05 5-8 999 240 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 20 SP No.2 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 44-5 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-0-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1 = 955/0-3-8 (min. 0-1-8) 4 = 825/Mechanical Max Horz 1 = 138(LC 23) Max Uplift 1 = 291(LC 8) 4 = 307(LC 8) Max Grav 1 = 955(LC 1) 4 = 825(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1304/371 BOT CHORD 1-9=-441/1204, 9-10=441/1204, 5-10=441/1204, 5-11=-441/1204, 4-11=-441/1204 WEBS 24=-1385/508, 2-5=-232/871 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opst; BCDL=5.Opsf; h=25ft; Cat. II; Exp C: Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" 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 291 lb uplift at joint 1 and 307 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 411 lb down and 144 lb up at 1-0-12, and 411 lb down and 144 lb up at 3-0-12, and 411 lb down and 144 lb up at 5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 9=411(F) 10=411(F) 11=411(F) PLATES GRIP MT20 244/190 Weight: 32 lb FT = 0% r.rq•Ilwe.Sllmn%-&I im nwritin Quin ran l li101a ISM0 1-O'inuuMMK.Tr. wide n Oal.rli.rl 4llsv lW..YYNYiIi.n r I.rin.Mrpi*o0.,yvq brrQ ud wlii r n.Ir FMri i Arift"T. Tombo ill. P.E. r0dnBn.b."w4als"Whslislr16qpwldM J Sam rY imik.4 rlrs LOW. 00.rTOO Vp6nrNNnlYiieqlsprlb.It..e oMpAbrharsr.oN%.Jbp ilyd- 4451 St. Lucie Blvd A..rM6d q.lrs qr 9.:."ll ipl binl hlml AJ i*..AIxrMYl b+js,. M.SIO.t ilgYliq dq Yt.lbnn kAd:all Fat Pierce, FL 34946 e Gnrilb O }III Ad 4d Lnm• ArO.q l.larl.04 /J. I.p.Mtin d Os i..s. is or low is r.lil•A.i nb.arl..rixn /nsf..i..6n A 1 led Irnm • Askl L Ink i, /J. Job Truss Truss Type Oily Ply RYAN HOMES / DORAL , I WRCDRBL VM3 Valley 2 1 A0211h6 Job Reference (optional) J asy„moo vu» w,n Hun. o. eco s Nov a cut r Prim: n.izu s Nov Q zoi r MiTek Industries, Inc. Mon Jan 8 10:25.56 2018 Page ID:tdgFhvjEVYsgU3bJPYJ3cyuE5n-LUISxUhQpoug 1 zN8g2vCf4FOtDIVNNrEKcbJwCzxS 3-0-0 r-.—, 20 G 1.Sx4 11 LOADING(pso SPACING- 2-" CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Verl(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Verl(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 role n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 9 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc 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. (lb/size) 1 = 84/2-11-6 (min.0-1-8) 3 = 84/2-11-6 (min.0-1-8) Max Horz 1 = 43(LC 12) Max Uplift 1 = -21(LC 12) 3 = -39(LC 12) Max Grav 1 = 84(LC 1) 3 = 84(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=150mph (3-second gust) Vasd=116mph; TCDL=S.Opst; BCDL=S.OpsF h=25ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2) zone; cantilever left and nght exposed; endvertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 39 lb uplift at joint 3. LOAD CASE(S) Standard x.q•x Y 7wpr'i low IIe18(I niitlw rm r toloo al6gY(11!p'awKmorbaio 6*r.dn rndon inl n"hgleyrr Id"1, bdr K ri Mno$Wk*#.w pn6nw Md 41M.rr ilrasllrad/Yarrslp Mdl brhmlu l4oir.i dlbVmi4 d IA 7dh ogrnrr rnar o—" ;satfrrkryrr ijbrebbl rI'J.r ON. bl.4m4 Ildill t+tl 1 r. rbm 4gMl nMiry r0ipr40s.r0.h.T1yr.4WiRkWl.rn•drrl4rYrrYdNR-h6l1M.IWWWdrll rgWmr46ud/wrir1111W I r gYMrnp Ygr tilOrry7.70111t10111.V.E. rI` d6Rb .rlr tr Uonu.r.rlarrprmrr.4 rbYgl"FW RI kb* YrPRP4W%M-lMindnnl a 8DW3 A.. hr4rdkrlre 7r Y nilll dlpM rd 1 h6a lydr ly.br7irnd Odl,4" IM 14nroy.aenrr rrrAr4.tmrrwr r.ru.urrs...w 4451 St. Lucie Blvd. SIO.IR n r.; Ir14r Uq 4ir!rn YYd.11rl, Fort VINce. FL 34946 oni;*0711l6A-1led lmrn•bdr 1.luMAL1J. kr.MliMtlAil 1 nen,'orb.n'Yili-460nPin e.ola ntinlowAIled6ndm-Asot II.I.rUIJ. I, Jpb t 11 Truss Truss Type Qb Ply RYAN HOMES / DORAL WRCDRBL 1VM5 Valley 2 1 A0211737 Job Reference (optional) n t nuut t ruses, run rierce, rL 34946, oesgn@alwss.com Run: t1.120 s Nov V ZUl r F•nnl: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 10:25,56 2018 Page ID.tdgFhvjEVYsgU3b jPYJ3cyuE5n-LU15xUhQpougl zN8g2vC14FJhDF4NNrEKcbJwczxS 5-0-0 5-M 1 20 i 1.5x4 II LOADING(psf) SPACING- 2-" CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 164/4-11-6 (min. 0-1-8) 3 = 16414-11-6 (min. 0-1-8) Max Horz 1 = 83(LC 12) Max Uplift 1 = 41(LC 12) 3 = -75(LC 12) Max Grav, 1 = 164(LC 1) 3 = 164(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 1 and 75 lb uplift at joint 3. LOAD CASE(S) Standard 4tYI FbrY 4ngllrrw M-IIIIII111Nf119lfYf li4lil fp/}F{pplrJryf6IGY(bRIjYOAb.TrQ btgprll tr r>nebinn rrq b.gjlN rhllwl.Irt,rl lbmSlrnllla iYgq.w 9 d rfl.r 61t1 w•wIr+tYYMrrIII Mdl 4r Imt Frrglrpr p41r gl¢WIr td n12WUM.Vom drpMNd r,,rgrtuFllF+rtev dbw*UrtrbeFs4rI!r;,r xll. M1Ydle"Nogwboh" I "aft AntharyT.Tomtwlll.D.E. rtwtlb nrrgl nrmp,M,/IrO.r.rl.itr.tldy/MI JrIMyw,IMmdibll,bRrrldldl irlFl.prAw/rlirgWMillrur,l 1 Ogfrrf prd dl,gdi/wY,uptMlr J 8r4iylna!rlrr r U rtur rrnrrxrrnr.wt rwsrlr ld/rw.plfgdlurhlxrtAl rrwrd p.rprr. flux.nrny.r strlM blmtMy..fmtlWrbpr rL.ubiras.dru 4451 St. UK11 Late Blvd. rI.m Mrhrlrt07^+9.,arpdprn Ynlr M1h tAt*fq.brTS WiI A,*e,.l,.afr.l r.4.rwy a Vok; n.towd.ml. Fort Platte, R 34946 I griI11010101dtwl4nm•WIar1.1wNW,r3 IrpdMmdais ln ro,isgtoo. i1DdulftoV4 The wirtalrr ittinbw11led 6auf•Ie1ovj1.look 114P1 4P JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION STDTLOI CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. X1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 Attach King Jack w/ (3) 16d Toe 772-409-1010 Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC CD r` ttach Corner Jack's r/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) r.., IMdr a..*1,m..r'1 01I1101f(fIIlfflol'IutMtIp71Af10117F(M 1juWllUifT. a4rq p s r i.. Y 4.1.hy0oq drLOgl.twM r116r=%WWwm Wrot.b OM.jwrA*1 r1.lmri a•. m1Y d flab idl Ur 4wpYp 1 p.. W f.r) d..i 10 q rw..gs /Y MrlgY.yNy.d4tt V b Mdaro* Y.f yl0d.r1 rt..b al. t. aq.w.Yr,.r.a.ry rm4rl.Trga4l s npValdrtOs.i i.t.u1pd.a4Ytfmp..n.tl44rP.rrrrldtilyua.lUllOn4.rlivdgfdlm ilnu.nd4lra drpnddr..IbgYMY mwaMd MT11p1,T.lombo111,P.E. 3 8=3w. ra4tA1# fIrY4 Yam. V M n YfAI/6lbwdrl.11sMy6gw. IrO.'141ot IR 1RIw n/.mlr .dmolar,w..r4s wan4rt.o ny.. e.,,ny[4,.rr"u.ern dr. r.N.IA twa d*1..m 1 pW.Md OMWhs lq...UlYt4Y,ttirr,.fnpfri.lp.t q f fga6Abww.Y.+4.t1H, 4451 St. (ude Bhd. 9dde0l114 Itwl6 us•A ,I.IMMII 11.(ep./niwdtl 6".er;uo,ltaitpd)IM.ibMA.Winn rtohdoe6nl•IGdLnt"•Idt",I.M1okULM. Fort DIlR'e, R 34946 FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 7n-409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1' - 3' MAX. DIAL. BRACE AT 1/3 POINTS IF NEEDED IT 15 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 24. O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIN.). ol PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF IOd (.131' X 3') NAILS SPACED 6. O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (A5CE 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 VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. NOTE: THIS DETAIL 1S TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD GABLE / TRUSS / UKI1L TRUSS en in AN AOEOUATE 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 STDTLO i .. 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. NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24.O.C. OR LESS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24. O.CJ A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8• TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. n.1•n.r.pro..w•u xim.>I+Nw+leawmnup ontus>,v1a+.rinommwRr. r.ae.rl nrnr...rrob+l'irrurll.eo•rluroww.n<.er.+n.e.oM.rlle.1rrnwopap) adwnrrrmarr.ti aqs•„+p..y,a15.,iww.,o•w.,..:grnrw rm.r...o..rrwa yrr,yrn pew.roarl.yntl.uaa m rsrl.rry,ry r.efsi irrMlrl.wnpmlftdne.r.0hw%eye.rlq Mip,.rrsrri[wmrrrlwp.rWAl6gpwgrwpmoolam*11 Mgrlgal* xfrrYgdgrrnyria,r AnthonyT. a mbo111. V.E. 16gkwal( m s. own rq.rmrrran,rfre,rrrr 4omwwdl-- P Pdoo4M§d fume.sqr.rl.r.,.aalrgraoewurrr,rrruwq.,mveyyr.raodra.,ae, s 80083 nle. gy csanvxf..;4hr,.w:.r.q a6n aya*..srfrar avr...e„yn.h^.r ru unMwrwnw frf.vW 4e51 St. facie Blvd. Fort Plate. FL 34946 lgpilf0illlLll.dlnfuf•rQfgl.laib.lq/.1.[tpdrw.frf11f4m es,'sarbin. bp.iirl.iQ.qQ.nillnin.isvr6a/•IFMImf.•IAar1.IgQ.1p,/}• - JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772.409.1010 VALLEY TRUSS TYPICAL) SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6.O.C. GABLE END, COMMON TRUSS, OR GIRDER TRUSS ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4- X 4.5-) WOOD SCREWS INTO EACH BASE TRUSS. DETAIL GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3- X 0.131- = 10d 2. WOOD SCREW = 4.5- WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24.O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL -A-. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48.O.C. BASE TRUSSES Lc CMU, %,VMMUM SS, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6112 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 160 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. Ww•Ie.urwpl M.b allxrlwnNiuRanlnIBIS AWBOUKoM(W.nUtWWwnrr.."6wrmbiwnolubwbtn kupbpq(M mots myl.k*lktl10magoolomm Ymer.boarwbls.rg ip jeevrMnnrbiNYryl I)$bnlriplor.(,1.*di}1yw4balrglisqm*aanp'•ibprnddnp"mptd"IsWt dbdobm rMw41•.1i.rirn".b.6W%m.Mbyidgabr6w`'1/ Anitiom/T.Tombo111,P.E. I r r.im+r.r biblrbwpdYldbOwr,bO.rbldq.r bwasibrpq.ba.adb R, b lY rib boo idYpubrR1l.Isor"Ob TN r1.1low -116 lmswbrlwbq amp'rwlr.lb.m;*Abbm1wo11gd 80083 y r ldb"w go 4wW. urn low sib a rbrsnrrrrorbw t..mvarlb Ralr+r+ k levW211m a.drb pwdpdwL VW rriiw"wrft bury..mubyr nu l*w t.a..,n 4451 St. Lucie Blvd. rr.w irdh f. rwgd q. wi71,p44 aM Ib lmibYp!*rsnWlne Mly lnyn.. Uml/M fgril blf trnpL+Ibe.,wtld.11N. Fort Plaice, R. 34946 ppilMONIAI.14dbbul•Adbgl.hdslgl. L hp irmrrdtl»Iwwgisrrlbr,hpsliNMsi4rntlsniusKlriuinhsA•IlydLnln•Ad1bI1.Ir s01,1.L JULY 17, 2017 I TRUSSED VALLEY SET DETAIL STDTL00 - GENERAL SPECIFICATIONS: 1. NAIL SIZE =3'X0.131•=10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL rr 'A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN aa DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01. 4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. FORT PIERCE, FL 34946 TRUSS, OR GIRDER 777209-1070 TRUSS 11 VALLEY TRUAL ClyII I 1j II II II BASE TRUSSES TYPI SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. DETAIL A NO SHEATHING) N.T.S. Jl------ GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS P r2 \ (TYPICAL) SEE DETAIL W BELOW (TYP ) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05. 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY 11 BUILDING EXPOSURE WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PST 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. 4g•Ihe. rnyMmnrYJ 130 IlRllt(Vuln R4ul lima ommu9L(174nata 4BUpTb to& 64Pr*.vI..aw..w La aww q[q.Ir liftolI.Wb R11 rs.otl wow". Mnar.w sv rnF,y 4lAo py WM.ArrMbk Wlf h.Uwlhy6P"P. l"irW.ql7.rnrl..ups.ar.hriul..^q.ry.Ui,b..u arfaF6e.I9nl ri>•.ii11U. IM 14.u.y..n,rlhWal..riq rwrrioe.r arq rny.Ylere.r.ro.r7.a.n.p.rrrhryR.r..sarKrurrbwRd.Wml.r•.waru r.al..Oren...rR,.'sr.rur err...o.r"'t Anti yT.Tomb*111.P.E. r l. Berl s.aanrr.r0lrrs.r.+rNAwdit4o nLRIraA4wAvA4modkWl..r..olr rro.Alernrwrsrnrir..+ru.ol.aF.,enl.ytgr.rt.db,ru+ =80083 brrhd.rsmaw•rlhapr,. wd nlm.I.tq.wsmrrwt..Iw.slv.l..+Iry u.e.rr.o.nn rl.vw SL Lucie Blvd. Fad Plerte. FL 34945 1.17.i1Y011111. 1Wfnwt•4bIg1.Ir lO,F.E. ttpdr0ir.lOniwses,srllw.,blr Yl'plri'haMa..Fe.dunbpl•ItMLofn•Ialwll,llel 0,. JULY 17, 2017 1 1\IJJJLLJ VP'1LLL_ I Q7L 1 "" 1l111_ HIGH WIND VELOCI STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 ATTA( WIND DESIGN PER ASCE 7-98, ASCE 7-1 WIND DESIGN PER ASCE 7-10: 170 MPI MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY 11 BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: MAX TOP CHORD TOTAL LOAD = 50 PSI MAX SPACING = 24" 0 C. (BASE AND VP JUI'P'VKI IryV I KUA.JC.J UIKCI, I LT UNUCK VRLLCT IK.100r-0 MUJI OC DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10' ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A MAXIMUM 6/12 PITCH AV CLIP MUST BE APPLIE THIS FACE WHEN I EXCEEDS 6112 (MAX 12/12 P tr.4•Na.pny}Ilm.p'tI=Omrwlnmwl Malf0i11ailtlliblll'II'11(11pNW1i ti. hdlkvp,..md ld.I1I.blmsbgvM•CMA•Iphem 1, lIo1.R1.LfiwlliedN.Im. tbuw..o. YRI.pIt1.M tli.l lOs.el,l.!IY N.InYmIOtM.Y is elm, bur l.pmo..1" by 1p sy..l lN.Fmno mqw, 010 poomli.*n. "Wn6"b pbyOp m* im 6o"is p IMdpObA1. It111i=q T. Tombo III, P E. d..tMlm7Y.lWf+gnply,u4 bD.e,O.C.wiil`tdbr•pblYlbw'a•padstbC,pO(dpYai MiMiq rl6dfM1l dpl.r YDdyWN p WRtlO IW a.Ila.Mp.dkry dObYlal•IYi!/ IF 80083 pWlgbq.dll.m. u.os.io. lidp111dLU p1"1 mmpny.IM0nM iw Op lml boN, 6mi.y t41e d 4m n.0on Otis 4451 it. Lucie Blvd. ay.n. Iadq.c nvl••dghrl.n..aa 4Imlblgtplsniolrw4yely...nmti.eti•I r.lary noitrnll•.e..omW:9" Fort Plane, FL 34946 f....wir / I YIILI C.J I.w,w.irl.rl lwi.l. •1...Jr.iwJ•:,/r.r..wlw wwJ:ii/.b.r,Mr:wrrr,. r. .i.1iJ 7.r.w.lw1«r11r.p l FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL I STDTL08 0 TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS 7z; VERT STUD L SECTION B-B A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772-409-1010 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. 12 Q VARIES TO COMMON TRUSS t 3X4 = v DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 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. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT 4'-0'O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN 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) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEOS L/240 VERTICAL 2X6 SP OR SPF STUD M2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' O.C. 2) lOd NAILS INTO 2X6 2X6 SP OR SPF M2 2X4 SP OR SPF N2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d 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) 8d NAILS MINIMUM, PLYWOOD SHEATHING TO 2X4 STO SPF BLOCK 12' MAX. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE 9, DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. 1F NEEDED 10. IOd AND 16d NAILS ARE 0.131'X3.0' AND 0.131'X3.5' 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 2X4SP#3/STUD 12'0.C. 3.8.10 5-6r11 6-0-11 11-1-13 2X4 SP IA 1 STUD 16' O.C. 3.3.10 4-9-12 6-6.11 9-10-15 2X4 SP #31 STUD 24' O.C. 2.8.6 3-11-3 54.12 8-1-2 2X4 SP N2 12' 0 C. 3.10.15 5$-11 64r11 11-8-14 2X4 SP 42 16' O.C. 3-6-11 4.9.12 6-0-11 ID-8-0 2X4SP#2 24'D.C. 1 3-14 3-11-3 1 6.2.9 1 9-3-13 DIAGONAL BRACES OVER 6' - 3' REOUIRE 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 IOd NAILS 6' D.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 90% OF DIAGONAL LENGTH. T OR 1 BRACES MUST BE 2X4 SPF #2 OR SP Q. ROOF SHEATHING TRUSSES a 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 141 - 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. EB tUARY 17, 2017 T-BRACE / I -BRACE DETAIL STDTL09 WITH 2X BRACE ONLY DOTES: BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACINI 5 IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% OF WEB LENGTH. HIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TI ONTIN000S LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4461 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 NAILING PATTERN ""' T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6' O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS SPACING BRACE SIZ 0 -- I 17119S SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 1-BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 - TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. C 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. LUCRE BLVD. FORT PIERCE. FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REOUIREMENTS FOR THE772-409.1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH VEB WITH (3) - IOd SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). r ATTACH TO VERTICAL NIBS(0131'XX) BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING -J Z ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') TRUSS 2X6 4' - STRONGBACK (TYPICAL ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - IOd NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') 0' WALL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0216. OIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEOUATE 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 EOUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) 1. FEBAUARY 17, 2017 I LATERAL TOE -NAIL DETAIL I STDTLI I A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. b"-TOE=NAItOolSINaL-Emw SHEAR -VALUES-' PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 o.135 93.5 85.6 74.2 72.6 63.4 J 162 108.8 99.6 86.4 84.5 73.8 i 128 74.2 67.9 58.9 57.6 50.3 c> 131 75.9 69.5 60.3 59.0 51.1p J in 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' DIA. 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 (OOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00' ANGLE MAY VARY FROM 30' TO 60' THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW 2X4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE 45.00' SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE N° FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL121 A" A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772A09-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NOTES: TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S 1.7 131 59 46 32 30 20ZO J 135 60 48 33 30 20 162 72 58 39 37 25 J 2 O 128 54 42 28 27 19 F— LD Z Z OJ 131 55 43 29 28 19 W 148 62 48 34 31 21J cVJ Q po Z 120 51 39 27 26 17 0 Z 128 49 38 26 25 17 O 131 51 39 27 26 17 J 148 57 44 31 28 20 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 (NAILS) X 37 (LB/NAIL) X 1.33 (DOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO FOR WIND DOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X Ib0 (OOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER 1S RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S1 E TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY L NAIL NAIL mil:, SIDE VIEW END VIEW FEBRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT STDTLI3 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS A-1 ROOF TRUSSES FORT PIERCE,IFLB34946 MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 772-409-1010 7=1.0---29'=0'-Mean-Height,Exp7B,C--or-D. 1.0 X 4 April 11, 2016 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS STDTL l4 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 4) 12d TRUSS 2401 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES 4.) 12d MAX 3011(2'-611) 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 rr I•n.sryy,....r7 Qd1ON{(VQQ)QQUtI!O{IQWQII!Opr 91!11W.PiI!gd1Yl'r. MAry1.r+.Inds.rtUwsMr.gll>t:rbr!I.I I/LIr r4M1,r,r :,r.rw.rQr.. wM rrrr llr,r/r.r.rri rr.I u rm l.Mt.wO ti1nMIT^'lrw..11w vn+,..ul.•rrr+n•rwlwgny.rrlrrru rruy, rn al.d.r QO..r ou.4r+wrq wr+q.+s.surrrIrrrp.ur.rLrgnrny.r oo.r,ro.r',.rrl r.rrY rq..,.rw,arrr(r rrrryrrm+n..wrrtr.Llrrrrrrw...e rr a..r,r..rr.eArrn.da;• AnI1gnY T. Tombo lll, D.E. r rlyA+..II a+..u.+„nr.r11{rrr.rnrr+rnrr0Y 4•.+irn?r.rlm9r+rlgm.IfUnNnrer rrr. nllrr rnu.rwrunrr 6n Ayr.mhT4. ruw..rr...w a E dr,.r rdq Ia.aTrr...q'w,wwd sr,,yMr...olrr rlo,. .,gw!q..r.rl+w u rw rn..n rd.wl. eaSl St. tudeWc1e B!W. mi{1.0}11{1.16w11mvl• I.IrM.19,11 { .Iwlirdnn{r.ree,w Irr,np kw#w•bw dMwrks FOR P!e10e, FL 34946 R T al {url Jwbr{•l lwllm.n-ldrq l.lrr{.10,1. Ft BkIJARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES A-1 ROOF TRUSSES 4461 ST. LUCIE BLVO. FORT PIERCE, FL 34946 772409-1010 s jll ft , - TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X INCHES) MAXIMUM FORCE (LBS) 15% LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 y&4 gM 66 48' 3657 548 g 29i 1A 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 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (.131' DIA. X 31. 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 REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C y BREAK 10d NAILS NEAR SIDE 10d NAILS FAR SIDE X' 4MIN1-- 6' MIN THE LOCATION OF THE BREAK MUST BE GREATER THE REQUIRED X DIMENSION FROM ANY PERIMETER AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT 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 REOUIRED 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 1S RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THAN OR EQUAL TO BREAK OR HEEL JOINT SEE SKETCH ABOVE). FEBRUARY 17, 2017 • SCAB APPLIED OVERHANGS STDTLI6 •• A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM N2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF IOd COMMON WIRE NAILS 048' 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 1S 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 b in I mi I I I NamIN-16-FO", KIK""S:A,;:,N&WI ME, KNO3^ WW_ V:CK—l'FSO,` FiWN WMOV 6 EgQgE1 It 9 Q N. i 7P ur_irrrrr r_vi ll I I i aoia 3 Isi>i701if,TaT',00!04, Vscci:aa'D(% 8' - 8" / 9' - 4" A. F. F. 3.% 18' -17/8" / 18' - 9 7/8" A.F.F. 35/8TC' - 5 5/8"[1 _ - 5 r— TYI'. END DETAIL I 3 Notify truss manufacturer if material is other than shingle. R r Q 11,11" N"N'- a igg Val 6 w 10atyawIm UNLESS NOTED OTHERWISE) mow• e M = s n + a NOTE: ALL CEILING DROPS BELOW BEAM ARE - Are BY BUILDER (UNLESS NOTED OTHERWISE) z _-L i a's NOTE, THIS TRUSS PLACEMENT DIAGRAM IS TO F y r c 2 . e SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. s a g s' 3 THE BUILDING DESIGNER IS REPSONSIBLE FOR THE I S 3 i" STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. i - a _ ITREFERTOTHEINONIOUALTRUSSENGINEERING a = 9 $ DRAWINGS FOR GRAVrrY ANO•UPLIFT LOADS. e 5 1 _' tl FOR BRACING d ERECTION DETAILS REFER = d _ TO BCSI-03 AND/OR ENGINEER OF RECORD .4 s . y Vi i',341.- a ^ REPRESENTS THE LEFT SIDE OF e EACH TRUSS DRAWING A IUW4 TH046- seaas3 OB 1US28 `J MSHd21 TH026 OK MUs26 0 TH025 a 1U546 a 3sf 3 HANGER BY BUILDER LOADING ROOF FLOOR WIND LOAD a a LIVE LOAD 20 40 ASCE 7.10 0o a9L~ u DEAD LOAD 10 10 ]SO MPH I fJIP C- LIVE LOAD 10• 0 CATEGORY II m u DEAD LOAD 10 5 ENCLOSED - a - ti.'=ira i TOTAL LOAD AO 55 FBC•2017 x DURATION FACTOR 125 L00 TR - 2014 REV DATE BY REMARKS = g = 9 01 12/09/20til IT REVISED STAIR OFEMNG E i *a _ ag0214/201 R ADDED BRG ADJACENT 10STAIRS PERPWI 03 IV22/20111 if REVSE ROM/n05 HANGER INTO RI3G _ is d3 e su_ = i Od 1/03/201_ IT COOEUPOATE - aZ==Z=s 31 art sz=aa It is understood that above Conditions have been reviewed APPROVED = 3 aa.E . e9_ 'aspdMacceptable e APPROVED AS NOTED = ze. elevabons.prtdles• overharlga, REVISE AND RESUBMIT - S IasGas.fXding - '}i elevat""N"ches. bearing REJECTED 7cordNonlsdalldatedpertaining to UM truss placement plan. No a r s 7 i 7 17s back charges will be 3 31 a _ : r . rl accepted 3 .: - s.a : a willrout previous vyn0en OAiE approval from an A-1 Roof Trussesrepresentative. REVIEWED BY _ = = i S= a PLAN DATE ARCH: -/-/— STRUR: i Asa-s i CUSTOMER RYAN HOMES JOB NAME DORAL'a' - Z1169MRG" - V1aJae= OFrnON(5) L4L W • i E -E ? $ a-a aa Z3e COMMNTY s P a Y LOT a 7 a a i - BLDG BLDG TYPE a 13 JOB a I (MASTER WRCORBL DRAWN SCALE 4 s a a; 9 A DATE O7/27/2016 = v a q N7.S e?e?`__ e a;3 -eiag A-1 ROOF I s -s`_ i _ TRUSSESe=i= A FLORIDA CORPORATION = =i I s 3 ZPh772409.10101 Fax 772AOS-1015 r : a e : . RECORD COPY 1 n City of Sanford Building and Fire Prevention Product Approval Specification Form Loti SANE Permit # # 1 8- 5 b 5 oS oRo Project Location Address 3 l g RTTAE L@2 2- As required by Florida Statute 553.842 and Florida Administratl6e Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.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 Underla meet 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 B. New Exterior Envelope Products Applicant's Signature Applicant's Name Tracy McDonald Please Print) June 2014 SPEC 0 Cbristrudtion Pfoducts 1. Product Name Grace Vycor® Plus Self -Adhered Flashing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fax. (41D) 431-7281 www,gracecorstrudon.00m wwwgaoeathome.com 3. Product Description BASIC USE Grace Vycore Plus Self -Adhered Flashing 6 a self seallro fully adhered composite flexible Wing designed to protect a#W norrroof details from au water and moisture i nfitiraflon B provides an excellent positive seal around the outside and Inside of doors and windows and oan be used to send joints, seams, holes and other undesirable openings in wag systems. COMPOSMON & MATER AIS Grace vycor Plus SeIFAdhered Flashing is a 25 mil (0.64 mm), cold applied sef -adhering- membrane consisting 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 rubberved asphalt adhesive. For ease of applootioa the rolls are Interwound with a disposable silicone coated release sheet. The flashing Is a dark gray -black. Grace Vycor Plus Self -Adhered Hashing is now available with RIPCORD', a card embed- ded in the adhesive layer that allows split release on demand. RIPOORD makes the mem- brane installation faster and easier and enables proper integration with the other waterproofing elements of the wag system. Riming is generally not required for most sul sfrates provided they are dean and dry. However, oh concrete, masonry and DensGlass Golds apply Perm -A -Barrier® WB Rimer. If adhesion is found to be marginal also prime wood composition and gypsum sheathing with pemrA-Barrier WB Primer. The coverage rate for Penn -A Barder•WB Primer is 250 - 350 fh'/gal 6 - 8 rn?/t.). SUES Grace Vycor Plus Self -Adhered Flashing 6 available in 75 (22.9 m) rolls in widths of 4", 60, 9" and 12" (100, IM, 225 and 300 mm). The 4" 100 mm) width is packaged 18 rolls per car- ton; the 6" (150 mm) is packaged 12 rolls per carton; and the 9" and 12" (225 and 300 mm) are packaged 6 rolls per carton. UMITATIONS Grace Vycor Plus Self -Adhered Flashing must not be applied in areas where R wig be per- manently exposed to sunlight, and must be covered with a reasonable amount of time not to exceed 30 days. Grace Vycor Plus should not be used In hot desert areas in the southwestern United States. The following sealants are chemically com- patible with the adhesive side of Grace Vycor Plus Self -Adhered Flashing if the specific formu- lation does not contain hydrocarbon solvents: silicone, aayV- butyl, l-part polyurethane and 2-part polyurethane. This flashing is incompatim ble with creosote; joint sealants containing polysulfide polymer or hydrocarbon .solverts; products manufactured from EPDM and flexi- ble PVC; and certain caulks. For more informo- lion, refer to Technical Leiter L "Chemfool Compatibility with Other Building Materials and Sealants.' Grace Vycor Plus Self -Adhered Flashing is designed for NON -ROOF flashing applications. The membrane is slippery - do not use on the roof. DO NOT walk on the membrane. 4. Technical Data APRJCABLE STANDARDS ASTM International ASIM C2136 Standard Specification for High Solids Content, Cold UquidAppged 9astomedc Waterproofing Membrane for Use with Separate Weort 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 Plastics ASTM D903 Standard Test Method for Peel or Strhppf V Strength of Adhesive Bonds ASiM D1876 Standard Test Method for Peel Resistance of Adhesives (-Peel Test) ASTM D1970 Standard Specification for Self- Adherang Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Undedayment for Ice Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dimerdors FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICAUC KMICAL PROPEIM See Table 1. 5. Installation STORAGE Protect materials from rain and physical dam- age. Pallets of Grace Vycor Plus Self -Adhered Flashing should not be double stacked on the jobsite. Provide cover on top and all sides, allow- ing for adequate ventilation. Store this product in its original unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees Q, under dry conditions and away from exposure to direct sunlight. Store all prod- ucts In a dry area away from high heat, flames or sparks. Store only as much material at point of use as Is required for each day's work. ENVIRONMENTAL CONDMONS Grace Vycor Plus Self -Adhered Flashing can- not be applied to moist or damp surfaces. After precipitation, allow a rninlmum of 24 hours for drying before installing the flashing. Grace Vycor Plus Self -Adhered Hashing can be applied at air and surface temperature of 25 degrees F (4 degrees Q and above. APRJCATION METHODS Surface Preparation Substrate must be smooth dean, dry and free of voids, spoiled areas, loose substrate, loose nags, other sharp protrusions or other matter that will hinder the adhesion or regularity of the flashing Installation. Clean loose dust or dirt from the surface whgrever Grace Vycor Plus Self -Adhered Hash Ing is to be applied by wip- fng with a dean dry cloth or brush. If the flash- ing does not adhere properly to the substrate, apply Perrn-A-Banner WB Rimer at a coverage rate of 250 - 350 ft'/gal (6 - 8 rrFA). Allow primer to dry completely, appro)i- mately 1 hour depending on weather oondl- tions, before application of flashing. Excess primer A not Improve the adhesion of the flashing. The primer Is considered dry when the substrate returns to its original color, mini- mum 1 hour. If primed areas are not covered that day, reprime area if there is significant dust or dirt contamination. Flashing Application Install the membrane following the shingle principle: Apply the top membrane layer over the bottom layer so that the system sheds water. for ease of installation .Grace Vycor Plus Self -Adhered Flashing has measure mark- ings at 6" and 12" (52 and 305 mm) Intervals. Cut Vycor Plus into appropriate lengths. f >f acau°o,on u uss.°o°rocm noao roorauems enm°+m+r av om mammroue.ondd e! .- `.:irk dCbmtu don SPECO- Use RIPCORD to split the release paper and adhere half of the membrane, if necessary. Peel release paper from roll to expose rub- bertzed 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 pouible aver the open- ing and avoiding fishmouths along the edges. Rog flashing "into place to ensure conHrl- uous and intimate contact with the substrate. Jf 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- strata and must not span or b4dgb joints, gaps or voids in excess of 1141 (6A mm). End laps that occur in subsequent lengths must maintain a minimum overlap of 3• (75 mm). WTECIION 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 property. The best infor- mation on safe handing, storage, personal protection, health and environmental corsid- eratlons has been gathered. Material Safety Data Sheets (MSDS) are available from the manufacturer upon request. All users must acquaint themselves with this Information. Carefully read detailed precaution statements on product labels and MSDS before use. 6. Availability & Cost AVAILABIUTY A nationwide network of distributors conies Grace vyoor Plus Self -Adhered Hashing prod- ucts. Contact a Grace Construction Products representative for ordering and delivery information. COST Grace Vyoor Plus Self -Adhered Rashlrlg is competitively priced. For specific information, contact a Grace Construction Products repre- sentative. FLEXIBLE FLASHING 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPSM OF GRACE WOOR PW5 SH.FADH6W RASHING Prnnprtsr & test Typical value Color Gray eladc Tttldahess, ASiM D3767, Method A 25 m1l (O'64 mm) Low temperature fle llAtl4 ASiM D1970 Unaffected at 45-F (-43•C) Bongs fion, ulihnote failure of rubberized asphdt, per ASiM D412 2M% mhmum Cracked cycOng 100 cycles per ASIM C836 Unaffected at -25•F (-32°C) Lap adhesion at mhfimfun a4Oootlon temperature, ASTM D1876 Modified 60 plf (875 N/m) width Adhesion to concrete at minimum applicotlon temperature, 60 plf (875 Wm) width ASrM D903 7. Warranty Grace Vyoor Plus Self -Adhered Hosting is war- ranted at the time of shlpment to meet Grace's published specifications. 8. Maintenance Grace Vycor Plus Self -Adhered Rashing, when Installed In accordance with manufachuer's recommendations, will not require maintenance. 9. Technical Services Full-time, technically trained Grace Conshuclion Products representatives and tedhrilcal person - netnet backed by research and development staff, provide support. 10. Fling Systems Fist Sourcd' Additional product it mation is avagaale from the manufacturer. W.RGrace &Chlbrnhopesfiefrdarnw nherevAbeIwthiD Is based span dda old W oMedge =ddered tobe flue and acor rdeordbafferedfathetaers'mdderdiat freWpdimandver- rcoticn bit vs do rot wmad fine reap+ to be obtalr ed Ream rood all daftua s reamw erdralore and argpes bin In ca 10' flan va err omdair:e d scia Wtads appyto all pooch v IN us. Nodd = t, recarmerdafim aarQpedian b Handed fa arty user who, Waal Irfte ON POW Or ca 04t. W. R looks & as. oarn 62 VA*t&we Averwrr, OmTbldpa MA 0214 L In Omuft Gross Cando btc-2P4 aernerds Road Wed. AJar. ardafn Canada rasa, Whm Perrrs• ABarfer and vyra are mowed Mxrarroda ad RFcoVbatradendkdW.Rdoro& 0O--ca . Dartskks Gold b o mowed trodwnok d Georoo•Padk aarnamla OV^ W MD4 W. R.Oaoe & arrkbrn PIM E . hirded intha USA 801 APSNIdM rErwO admm" e a. nt.ano odrad ftw &I& kc7mterPohsnOn A"ra araomcro me eceataarts Reed Consbuction a.....,.,,. cant one Cmbu bn cola M Win tmsavea hart_ Flashing Applicfition 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. I' 19 Step One: Pre-cut the Grace Vycor Plus flashing using the measurement markings. The length of the flashing should extend beyond the sill equal to the width of the jamb flashing (see Table I, page 8). Step Two: Before installing flashing on sill and jambs, locate the RIPCORD. 13 Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dow sill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of win- dow sill upward. Roll firmly into place as necessary. Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive barrier. 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.) ED Floshing Application Instructions for Windows WINDOW INSTALLATION: METHOD A BEFORE WEATHER -RESISTIVE BARRIER (continued) J'5 ,. VW_ 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 Fbishing Application Instructions for.Windows WINDOW INSTALLATION METHOD B: AFTER WEATHER -RESISTIVE BARRIER In this option (see Detail VCRDET 100) the weather -resistive barrier has already been installed before the window and flashing. 11 11 Step One: Cut and remove weather - resistive barrier from rough opening of window sill. Secure, if necessary, to face of sill. Score and fold weather - resistive barrier above header. Temporarily secure to allow for flashing installation. Step Two: Pre-cut the Grace Vycor Plus flashing using the measurement markings. Use caution when cutting the membrane. Step Three: Before installing sill flashing, locate the RIPCORD. Split the release paper in half allowing for easy installation. 14 Flushing Application Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Four: Reroll the pre-cut flashing. Position inside of rough opening on the vertical jamb. Apply flashing to window sill by removing half of the release paper and exposing the adhesive. Roll firmly into position. 1 Make vertical relief cuts starting from corner 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 manufacturers recommendation. If sealant is used, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. 15 Step Five: Apply the pre-cut flashing onto the nailing flange after window has been installed. Position jamb flashing above the head flange. Note: Do not remove the release paper on the other half of the flashing if future tie-in with top of vinyl sid- ing is required by others see Detail VCRDET 107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. 16 Fia-i.1 9' Appiit:atiob 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 comers, as necessary. 7- Step Seven: I _ - 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. I$ 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). El Flushing Application Instructions fot Doors DOOR INSTALLATION Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. 11 19 Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. 13 Step Two: Install the weather - resistive barrier as per manufacturers recom- mendation. Cutout the weather -resistive barrier from rough door opening. Remove also from inside bottom of sill. Step Three: Install corner patch under- neath the weather -resistive barrier as per Detail VCRDEIr 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 Ibis book. 2O Head flashing tie-in instructions: Flanged Window WRDET100 1. Cut, fold up and temporarily secure Flashing Installation After Weather -Resistive Barrier weather -resistive barrier above header to allow for flashing installation 0 2. Install Grace Vycor Plus head flashing A MECHANICALLY FASTEN WF 4T}1ER- FOLD UP WEATHER- RESISTIVE BARRIER & under weather -resistive barrier 30-1 AS NECESSARY IN RESISTIVE CORNERS THROUGH TEMPORARILY SECURE 3. Fold weather -resistive barrier back over head flashing and seal with tapeGRACEVYCOROPLUS Z EXTERIOR Notes: 1. For the most current details, installation CIF rn WEATHER., -. , SHEATHING video and product information, see our 4g B"N106t w SILL PLATE web site at www.graceconstmction.com a TAPE O SEE VCRDEr-106 FOR OPTIONS) 2. RIPCORD° (Split Release on Demand) can rM H be removed from Grace Vycor Plus forA. p ease of installation r 3. Remove weather -resistive barrier from top GRACE VYCOR®PLUS of window sill plate 6 4. Install Grace Vycor Plus in order shown by numbers aT_e..mw+b•' ... Do NOTFLAMOVER BOTTOM twuNG RMGE 5. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 Flanged Window WRDET 101 Option 1- Low Exposure Notes: ExrF 1DR 1. For the most current details, installation video NAIUNG FLANGE SHING EATHand product information, see our web site at www. graceconstrucbon.com MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH 2. RIPCORD" (Split Release on Demand) can be GRACE VYCOR®PLUS SILL PLATE removed from Grace Vycor Plus for ease of FOR OPTIONS) 06 installation 3. Install Grace Vycor Plus in order as shown 3"` by numbers 4. If applicable, leave release paper on lower half of sill flashing until future tie-in GRACE GRACE® VYCOR® PLUS VYCOR PLUS 5. Install Grace Vycor Plus and weather -resistive laps barriertoformwater -shedding 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER ' BOTTOM NAIUNG FLANGE- Flanged Window VCRDEr-102 Option 2 - AAMA Recommendation motes: EXTERIOR SHEATHING 1. For the most current details, installation video NAILING FLANGE and product information, see bur web site at www.graceconstruucbon.com MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH 2. RIPCORD° (Split Release on Demand) can be GRACE VYCOR® PLUS removed from Grace Vycor Plus for ease of installation r 3. Install Grace Vycor Plus in order shown by numbers 4. If applicable, leave release paper on lower half of sill flashing until future fie -inGRACEJ ; VYCOR®PLUS GRACE VYCOR® PLUS 5. Install Grace Vycor Plus and weather -resistive r ) barrier to form water -shedding laps i 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER BOTTOM NAILING FLANGE Flanged Window VCRDET 103 - Option 3 - Severe Exposure motes: MECHANICALLY FASTEN AS-- EXTERIOR SHEATHINGF 1. For the most current details, installation NECESSARY IN CORNERS video and product information, see our webTHROUQHGRACE VYCOR PLUS site at www.graceconstruction.com 2. RIPCORD(Split Release on Demand) can be SILL PLATE removed from Grace Vycor Plus for ease of SEE VCRDEr-106 FOR OPTIONS) installation 3. Install Grace Vycor Plus in order shown by numbers GRACE 4. If applicable, leave release paper on lower GRACE U VYCOR® PLUS half of sill flashing until future tie-inVYCOR® PLUS ' 5. Install Grace Vycor Plus and weather-rasis- a barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER —' BOTTOM NAILING FLANGE Half Round Window VCRDEr-104 Option 1- low to Moderate Exposure Notes: EXTERIOR SHEATHING REFMTO TECHN IGAL— LETTER 19 ON CHF1v0CAL cOMPATIBILITYAM NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SILL PLATE SEE VCRDET--108 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. Mechanically fasten as necessary 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 Half Round Window vcRDEr--m Option 2 - Severe Exposure _ Notes: REFER TO TE91`114 w TERLET91 ON CHEMI COMPATIBILITY WITH NAILING RANGE EXTERIOR SHEATHING ` For the most current details, installation video and product information, see our web site at www. graceconstruction.com SILLPLATE• / SEE VCRDET 106 • •• `: •; =- ' - • 2. RIPCORD (Split Release on Demand) can be FOR OPTIONS) removed from Grace Vycor Plus for ease of 2- installation 3. Install Grace Vycor Plus in order shown by numbers 4. Mechanically fasten as necessary 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps DO NOT RASH OVER BORON NAILING RANGE — -}/ 7. Detail also relevant for Grace Vycor V40 Sill plate Options WRDET-106 OPTION - A NOTE #2 —' "` 1 WALL SHEATHING —: VINYL GRACE VYCORO PLUS WOODEN SIDING SILL PLATE SEE NOTE #2 OPTION - B Notes: 1, for the most current details, installation CORNER PATCH OR video and product information, see our COMPATIBLE SEALANT web site at www.graceconstrudon.com 2. RIPCORD® (Split Release on Demand) can WOODEN be removed from Grace Vycor Plus forFURRING STRIP 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 --y Tie-in with Vinyl Siding at Window Sill VCRDET-1m 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.graceconmction.com 2. RIPCORD° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resistive barrier to form RD@ RELEASE ON DEMAND-) water -shedding laps 4. Remove weather-fesistive 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 OP'11ONS) Flashing until future tie-in B. Extend Grace Vycor Plus over nailing flange of the last com- plete course of siding panel and trim Grace Vycor Plus to L SHEATHING protect from permanent exposure to W 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details (VCRDET 100 to 105) NEATHER-RESISTIVE 3ARRIER (OPTIONAL) B. Detail also relevant for Grace Vycor V40 9. Leave release paper on or other bond breaker between Grace Vycor Plus and vinyl Outside Corner VCRDEr--500 Notes: 1. For the most current details, installation video and product information, see our web site at www.graCeconstructon.com WEATHER -RESISTIVE BARRIER (OPTIONAL) 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 5. Install Grace Vycor Plus and weather -resistive lapsbarriertoformwater -shedding GRACE VYCOR® PLUS 6. Detail also relevantforGraceVycorV40 GRACE VYCOR® PLUS T.; CORNER PATCH REFER TO VCRDET 504 FOR OPTIONS) Wall -to -Wall Outside Corner VCRDEr--5o1 Notes: GRACE VYCOR PLUS SIDING R 6 1. For the most current details, installation video and product information, see our web site at www.graceconstrucbon.com 2. RIPCORD° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and comer post/boards - 5. Install Grace Vycor Plus on outside comer for the height of the wall B. Detail also relevant for Grace Vycor V40 Inside Corner VCRDEF-5D2 Notes: RUBBERIZED RUBBERIZED ASPHALT ADHESIVE a ASPHALT ADHESIVE GRACE 4 a WCOR*PWS— SCORED RaEASE PAPER anewlaada eco nMEASEPAPM veA96MO JM a MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE UNDEMAYMENT 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. 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- riertoform water4wlng laps B. Detail also relevant for Grace VycorV40 Wall -to -Wall Inside Corner VCRDEf--503 Notes: WOOD SIDING VINYL SIDING VYCOR' SIDING 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 and weather - resistive 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 inside comer for the height of the wall 6. Detail also relevant for Grace VycorV40 Corner Detailing Patch Options vcRDET--5o4 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD* ISPI'rt 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 VycorV40 Option -A r RELIEF CUT PATCH -A Option-B PATCH-R Option-C rf%1 VI I-,1 INSTALLED AT CORNER r^ I vn-v INSTALLED AT CORNER PATCH-C INSTALLED AT CORNER Foundation Sill Plate VCRDEr-505 Option I Notes: WEATHER -RESISTIVE BARRIER (OPTIONAL) 1 For the most current details, installation video and product information, see our web at www.graceconstruction.comSIDINGsite 2. RIPCORD® (Split Release on Demand) can EMRIOR 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 byPLUS GRACEVYCOR® numbers 2f PLUS 4. Install Grace Vycor Plus and weather-resis- o ; FOUNDATION WALL tive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 a'. a Foundation Sill Plate VCRDET--506 Option 2 Notes: WEATHER -RESISTIVE BARRIER (opnONAL)- SHEATHING STUD WALL SILL SEAL GRACE VYCORO PLUS av a FOUN WALL e a o , 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation' 3. Install Grace Vycor Plus in order shown by numbers 4. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Georgia-PacifiC Technical Service o. DensArmorPlusiHotline 180D.225.6119 or Interior Panels www.gpgypsum.com Manufacturer Georgia- Pacific Gypsum Ziso M ad Georgia-Pacific owvale Boulevard, Suite 200 133 PeachtreeStreetAtlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline:1-8DD-225-6119 Description DensArmor Plusm Interior Panels are noncombustible (as defined and tested in accordance with ASTM E136 or CAN/ULC 5114) interior panels that consist of a moisture -resistant gypsum care with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels are highly resistantto -the growth of mold, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -party organization, UL Environment In addition, DensArmor Plus Interior Panels are listed as GREENGUARD microbial resistant This listing means DensArmor Plus Panels, which feature fiberglass mats instead of paper facings used on the surface of traditional gypsum board products, resist mold growth. The microbial resistant test is based on ASTM D6329, a testing standard set by ASTM International, which develops testing guidelines and procedures for building materials, products, systems, and services. DensArmor Plus Panels also are listed in the Collaborative for High Performance Schools® (CHPS®) High Performance Products Database for low emissions of VOCs CHPS is a national non -profs 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 wit rt— sVbWs ornailstowoodandmetalframingorexistingsurfaces. They may be used as a covering material for flat or curved structures DensArmor Plus Panels are manufactured with fiberglass mat surfaces. They have a tapered edge to receive joint treatment Use on interiors of exterior walls, where moisture intrusion is most likely. Use in pre -rock areas, where the windows, doors or roof have not been installed making moisture intrusion inevitable. DensArmor Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions! Use in wet areas behind tile, such as tub and shower areas, where ASTM C1395, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.cam. 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 5102. Noncombustible as described and tested in accordance with ASTM E135 or CAN/ULC 5114, 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/sdetyinfo or call 1-404-652.5119. Applicable Standards Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177. continued-0 Stamps/Sign tureg Georgia-Pacific DensArmor Plus®;Technical5erviceHotlinel.8DD.225.6119or 11 Interior Panels www.gpgypsum.com Sizes and Edges DensArmor Plus Thickness: l/2" (12.7 mm), Width: 4' (1219 mmk Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Freguard C Thickness:1/2" (12.7 mm), Width: 4' (1219 mm); Lengths: 8'-1Z' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard Thickness: 5/8' (15.9 mmk Width: 4' (1219 mm); Lengths: B'-1Z' (2438 mm-3658 mm), Edges: Tapered DensArmor Plus Freguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered Physical Properties Installation Denskmor Plus® Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA-21 6 'Application and Finishing of Gypsum Board for Non -Fire -Rated Construction." For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Fire Resistance Design Manual GA-600, UL and ULC Fin: Resistance Directories. Thickness, nominal' 1/2' (12.7 mm) t 1/64' 10.4 mm) 1/7(12.7 mm) t 11W (0.4 mm) 5/8" (15.9 rem) t 1/64" (0.4 mm) 5d8' (15.9 rem) t 1/64' (0.4 mm) Width, standard' 4' 11219 mm) t 3/32" (7-4 mm) 4' (1219 mm) t 3/32" (2.4 mm) 4' (1219 mm) t T32" (2.4 mm) 4' (1219 mm) t 3/32" (Z 4 rem) Length, standard' 8' (2438 mm) to 12' (3658 mm) B' (2438 mm) to 1Z' (3658 mm) 8' (2438 mm) to 12, (3558 mm) 181(2438 mm) ( 3658 mm) t 1/4" (6.4 mm) t 1/4' (6.4 mm) t 1/4" (5.4 mm) t 1/4" (6.4 mm) Weight', nominal, lbs./sq. fL, (Kg/m:) Z.O (9.8) 2.0 (9.8) 7-5 (12.2) 2.4 (12.1) Edges Tapered Tapered Tapered Tapered Permeance', Perms (ng/Pa " s • m?) 10 (570) 101570) 10 (570) 10 (570) Linear expansion with moisture change, inf in %RH (mm/mm %RH) 6.25 x 104 6.25 x 104 6.25 x 10 6.25 x 10' Coefficient of thermal expansion, infin/°F (mm/mm/'C) 0.5 x 104 (15.3 x 104) 8.5 x 104 (15.3 x 10) 8.5 x 104 (15.3 x 1 D9 8.5 x 104 (15.3 x 104) Flexural strength, parallel, Ibf.x' (N) 280 (356) 280 (355) 2100 (444) a100 (444) FlaxuW strength, perpendicular, Ibf?' (N) z100 (444) 2100(444) 2140 (622) 2140 (622) R Value? ft'•'F• hr/B1U (m,• K/W) 55 (0.099) 56 (0.099) 57 (0.118) 67 (0.118) Combustibility` Noncombustible Noncombustible Noncombustible Noncombustible Nail pull resistance, lbf l' (N) 280 (356) 40 (356) 290 (400) z90 (40D) Hardness core, edges and ends, Ibf. (N) 215 (67) 215 (57) 215 (67) 215 (67) Water absorption (% of weight)" 5 5 5 5 Surface water absorption;' 1.6 grams 1.6 grams 1.6 grams 1.6 grams Surface burning characteristics per ASTM E84 or CAN/ULC S1MY 0/U 0/0 0/0 flame spread/smoke developed Humidified deflectiona4 0/0 sZ4r (6.4 mm) s2/8' (6.4 mm) s1/8" (3 mm) a1/8' (3 mm) Bending radius' 6' (1829 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm) Represents approximate weight for design and shipping purposes ' Double fasteners on ends as needed Tested in accordance with ASIM C518 As defined and tested in accordance with ASTM E136 orCAN/ULC S114. Tested in accordance with ARM C473 ' Tested in accordance with A57M E951dry cup method! Specified values par ASTM C1658 and AS7M C1177 A, ; Georgia-Pacific Gypsum U.SA. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Cahada LP SALES INFORMATION AND ORDER PLACEMENT USA West 1-800-824-7503 Midwest 1-800-876-4746 South Cenbat 1-800-231-050 Southeast 1-80D-3Z7-2344 Northeast 1-800-947-4497 CANAD,4 Canada Toll Free: 1-e0D-387-6823 Quebec Toll Res: 1-800-361 -0485 TECHNICAL INFORMATION U.SA and Canada: 1-80O-ZZ5-6119, www.gpgypsum.com 4=4 6=pjWWk 6ypsum UL AD *V Mond i/Il WTM UL Imnf=4a 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/saletyinfo or call 1-800-ZZ5=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 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 DensGlas!58 Sheathinq Manufacturer Georgia-Pacific Gypsum Georgia -Pack Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline:1-800-225-6119 Description DensGlass' Sheathing is a gypsum panel made of a treated, water-resistant core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements, DensGlass Sheathing is resistant to delamination and deterioration due to weather exposure —even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.' DensGlass Sheathing panels are also mold -resistant and have scored a 10, the highest level of performance for mold resistance under ASTM 03Z73 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 El36 or CANNLC 5114. Since DensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (always follow specific assembly installation instructions). Primary Uses Because of the superior performance of DensGlass Sheathing, it is specified for exterior walls, ceilings and soffits in a wide variety of applications. These include exterior insulation and finish systems (EIFS); cavity brick or stone veneer applications; cladding such as wood siding, vinyl siding, composition siding, wood shingles, shakes, conventional stucco systems, plywood siding panels; and interior finish systems that require a substrate panel with superior fire and moisture resistance. For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or mechanical application of expanded polystyrene or extruded polystyrene insulation, and is recommended in all climate zones. Manufacturers of water and air resistive barriers, which include attached flexible membranes, self -adhered membrane and liquid applied, have found DensGlass Sheathing to be a suitable substrate for their systems. DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both cold and warm climate zones. It resists sagging, even under exceptionally humid conditions. Panels are applied directly to structural framing. Surface and joints may be finished and painted, or surfaced with an exterior finish system. Limitations DensGlass Sheathing is resistant to normal weather conditions, but it is not intended for immersion in water. Cascading roof/floor water should be directed away from the sheathing until appropriate drainage is installed. Avoid any condition that will create moisture in the air and condensation on DensGlass Sheathing. The use of forced air heaters creates volumes of water vapor which, when not properly vented, can condense on building materials. The use of these heaters and any resulting damage is not the responsibility of Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation. For complete warranty details, visit www.gpgypsum.com. Submittal Approvals Inh Name Contractor Data Technical Service Hotline 1.800.225.6119 or w. wwgpgypsumxom When DensGlass Sheathing panels are used in slamea wan appucaaons, uiar puruun 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 file applications, consult our DensShield® Tile Backer brochure. DensGlass Sheathing should not be used in lieu of plywood where required. Do not apply DensGlass Sheathing below grade. For all installations, design details such as fasteners, sealants and control joints per system specifications must be properly installed. Openings and penetrations must be properly flashed and sealed. Failure to do so will void the warranty. Do not use DensGlass Sheathing as a base for nailing or mechanical fastening. Fasteners should be flush to the face of the board, not countersunk. Technical Data DensGlass Sheathing is noncombustible as described and tested in accordance with ASTM E136 or CANNLC 5114. DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. 5/8" (15.9 mm) DensGlass' Fireguard' Sheathing is UL and ULC classified Type OGG. 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 CANNLC S7OZ. 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/s*tyinfa 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 1/9' (3.2 mm) Lengths: 8' (2438 mm), 9' (Z743 mm) or 10' (3048 mm) standard Edges: Square aw,8med---r• Siu0 ps/Siginatures Georgia-Pacific DensGlass® Technicalservice Hotline 1.nuu.ua.orraor Sheathing I www.ggypsum.com 4' ( 1219 mm) ± 1/8' (3 mm) 4' (1219 min) ± 1/8' (3 min) Width, nominal Width, 8' ( 2440 mm), 9' (2743 mm), a' (2440 mm), 9' (2743 mm), standard 10' (3048 mm), ± 1/4' (6 min) 10' (3048 mm), ± 1/4" (6 mm) Weight, nominal, IbsJs 1. ft (Kg/m') 1.9(9) 2.5 (12) Edges S uare S uare Bending radius' 6' 11829 min) 8' (2438 min) Racking stren th° Ibs./ft (dry) (N/m), Ultimate —not design value 540 (7078) 654 (9544) Flexural strength., parallel, Ibf. IN), 4' weak direction x80(355) 2100 (445) min. 500 ( 3445 kPa) Compressive strength min. 500 psi (3445 kPa) psi Humidified deflection'-' 2/8 ( 6 min) 1/8" (3 min) Permeence=, Perms ( ng/Pa•s-e) 23 (1300) 17 (970) R Value', ft'-*F•hr/8TU (m'•K/W) 56 (0.099) 6710.1IB) Combustibility' Noncombustible Noncombustible Linear expansion with moisture than le, in/in %RH Imm/mm %RH)' 625 x 104 6.25 x 10' Surface burning characteristics per ASTM E84 or 0/0 CANNI.0 S102: flames read/smokedevel01 ped 0/0 Coefficient of thermal expansion. 15.3 x 10;i' 15 xx 1 15 3 x 10;P 18.5xx1 iVm/'F ( mm/mm/'C) Tested in accordance witlrA57MC473 Tested in accordance vAASIM 86(dry cup method) Q Double fasteners an ends as needed Tested in emordance withASTM E72 s Tested in ac=*=W&AS1MC518(heat NowMOW1 As defined and tested in accordance withASTM E135 or CANNLCS114 Speciffedralues perASTMCI177 Asstated bygypsum Assocktion G4-235 Tested in aoamdarrce wiM ASTM F17M Alk Georgia-Pacific Gypsum U.BA Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT USA West 1-8D0-624-7503 Midwest 1-80D-876-4746 South Central: 1-BOD-231-6050 Southeast 1-800.327-2344 Northeast 1-800-947-4497 C, 41V4114 Canada Toll Free:1- 8D0-387-6t123 Quebec Toll Free: 1-800-361- 0486 TECHNICAL INFORMATION U.SA and Canada: 1-800- 225-6119, www.gpgypsum.com a®heGemophft em=UrMquiew 'naowa LL bm FAA 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-Paceie 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 ouLwebs'rte at www. gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/spietyinfo 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 ratlrig and, therefore, as acceptable for useIncertainfireratedassemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other specified fire resistance or protection inanactualfire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. Page 1 of 3 Florida Building Code Online 66U.. • r PubPCOOns FK SbH 9O5 Slta MaD Unl6 Srsrdi eas Mama I lost in I Usrr neu ab ay,n Mot Topl6 Submit Surcm9a Sorts S Fads Approval USER: e usEx: wboc usv s I7 Menu > •r Aonlimtlon Snrdt > ADDllotlon Ddan al FL* ' F1.15000-R2 Revision Application Type 2014 Code Version Approved Application Status Comments 0 Archived Thera Tru Corporation Product Manufacturer lie Industrial Drive Address/Phone/Email Edgerton, OH 43517 419) 295-1740 - rickworwbldgconsul ants.wm Authorized Signature Vivian Wright riccw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Exterior Doors Category Swinging Exterior Door Assemblies Subcategory Evaluation Report from a Florida Registered Architect or a Uceraed Compliance Method Florida Professional Engineer Received® Evaluation Report - HardcopY Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report pE-43409 Management InstituteFloridaUcenseNationalAccreditationand Quality Assurance EntityContract Expiration Data 12/31/2018 Quality Assurance Ryan I IQng, P.E. Hardcopy ReceivedValidatedByValidationChecdlst- Certificate of Independence r I fl OfIndeoendPn .odf Year Referenced Standard and Year (of Standard) SOndMA AAMA/WDMA/CSA100.S.2/A4440 2005 1996 ASTM D1929 1999 ASTM D2543 2003 ASTM 0635 199E ASTM E13DO 200D ASTM E84 1995 ASTM G26 1994 TAS 202 Equivalence of Product Standards Florida Ucmmd professiolnall oo g r eerofcitectd .odf Certified Byiliailaig Page Z of 3 Florida Building Code Online l Sections from the Code Product Approval Method Method 1 Option D 05/29/2015 Date Submitted 06/28/2015 Data Validated 07/05/2015 Date Pending FBC Approval 08/19/2015 Date Approved Summa of Products Model, Number or Name Description lass Door with & 15000.1 a. °Aber-Classle or'Smooth-StaP 5idelite(s) 6,9 m0 tsw ng (X, OX oVopaquer9XO, OXO, XX, OXXO out Limits of Use Approved for use in HVHZ: YesApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design pressure: N/A ee INST 150DO.J. for pressuregn additi na use Ilmitatlons Installatiion Inst actions and any product particulars. (Mis product approval requires the usepartnumberdoorsanddoor. painted within 6 months f whill installation) been stained b° SmootlrStar' 15000. 2 °Fiber- Ctass e or Limits of Use Approved for use In HVHZ: Yes ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design Pressure: N/A Pressureesign aother. See INST 15000.2 for dditional use limitatln s installation Inst Instructionsand. any product particulars. (This product approval requires the use cifstaed ff orpa nted within 6 m ndtihs of Installation) s, which have been 15000.3 c.'Flber-Classtd or'Smoot h-Star Installation Instructions a 15000 R"Verified By: LyndDnRF. P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports R2 AE EVAL \ OS D0.1•odfCreabe"" d by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: Yes Approved for useoutsideHVHZ: Yes Impact Resistant No Design Pressure: N/ A e gn _ additional se I limitationST s, Installationfnstalor lllatilon nstructionsands, any product particulars. (This product approval requires the use of °7' part number doors n 6 monthsof insta)lation, which ) been 618' Non-Impact' opaque Fiberglass XO, Door withwithout Sidelite(s) - Inswing p4 Configurations) Installation Instructions rt h5DD0 REST 1'odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by IndependentThirdParty: Yes Evaluation Reports n , coon a AE EVAL 15000 2.odf Creat>:d by IndependentThlyd Party: Yes 8'0'Non- Impact opaque or XO, OXO, XX, OXXO lass Door with & out Sidelite(s) - Outswing ( X, Installation Instructions tG000 R? II INST 15D00.3.odf Verified By: Lyndon F. Schmidt, P.E 434D9 Created by IndependentThirdParty: Yes Evaluation Reports ch \ Sn00 R2AEEVAL10ROJICreated by IndependentThird Party: Yes ` stained or paints w Fiberglasspaque 150D0.4 d. " Fiber-Classlc' or °Smooth-5tar S d Io th(, - on p jn ce' Og quoOX or XO OXO,XX, OXXOithout Installation instructions limits of Use — - II rNS'r 15DD0.4.odf Approved for use In HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Created by Independent Thief Party: Yes Impact Resistant: No Evaluation Reports Design pressure: N/ A R2 AF A 1 OOD 4.odf 4 for Design pressure Ratings, any Created by Independent Third Party: Yes other: See INST1500D. additional use Ilmitations, installation instructions the use nd product particulars. ( This product approval of 1j, partnumberdoorsanddelltestlhsstainedorpaintedwithn6monofIwhillnstalletlon.) have been b lass Door- Outswing h-'- gSouble Fl erg xxfl8n9Cruratic)ey 15000. 5 Star' Florida Building Code Online limits of Use Approved for use in HVHZ: YesApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Design pressure: N/AOther: See INST 15000.5 for Design Pressure Ratings, anyctionsandadditionaluselimitations, installationInrequires the use productparticulars. (This product approval of -]- part number doors, painted within 6 months owhich been stained or f nsbllation.) 15000.E f.'Flber-Classic' or'Smoot'h-Star" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A esign _ add onal use limitations,ST6forInsbUation instructioure ns and any roduct partiwlars. ( This product approval requires the use p of -I- part number painted within 6 months of in which n stained or Page 3 of 3 Installation Instruction's o n iNCfi5DD0.5.1Qdf Lyndon F. Schmidt, P.E. 43409 Verified By: YnCreatedbyIndependentThirdParty: Yes Evaluation Reports 51500 R2 AE EVAL_S_SL•5• & Created by IndependentThirdParty: Yes 6'B'Non- Impart Center Hinged Glazed Flberglass Double Door - Inswing (OX or XO Configurations) installation Instructions n rnrcr iSDDD.6.2df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party' Yes Evaluation Reports eF EVA 1L 5000.6.odfCreatedbyIndependent Third Party: Yes aadr E9 sw.. n • pSn- 497-16L4 mg 'r er., ne it_-d ThlhhLs F1321' 33+"'"' ".p...f er"t.me,rt ns3 crab• of RoddL :: m:ra`r.++' The SUM or Florida is an ANffo employer' - -w rma0 address rail to respOM to a pubUrremrds request, do not send ens public remrds. U you do not vrant your uesdons, please mrrbct 950.407.U95.'Pu+suant to under Fbrtda law, OWO addresses M100 under Qopter 455, F.S must; >" wltlr an wmU address If decbonlc mew w this um. insteadftm"M 1,?Dl 4 ra olQnsusdi sed under lr you have enY O eddressa ans Public record. V you do not wish to section 455.275(1), Florida Sat S, be used for ottldel Communication VAM the Ua see. However 7o detrmJne H you are a Ikensea under UM have One. The wags prwld Ma Deparbnr rt wnh an wan address which n be nade dkk ,pwgable to the pubik. soppy a personal address, D DrO1Ide chapter 455,F S., D product APPrcvW AccWt'"- ccurit r,ctiulcs THERMAITRU THERMA TRU DOORS 1 'a INO"""LAL O"., e00i"1pN. OH 48617 FIBER CLASSIC" / "SMOOTH STAR" 8r0 INSWING W/ & W/OUT SIDELITES FIBERGLASS DOOR NON -IMPACT' GENERAL NOTES 1. This product has been evahwled and b In compliance with the 51h Edition (2914I Faida BukkQ Code (FBCI struclurd mqutremenh including the 'High Velocity Huntme Zone' (HVHZI. 2. Product .Actin sholl be as bled and spaced In shown on detob. Anchor embedment to base material shag be beyond wag dressing or stucco. 3 When used In Ihe'HVHt this product Is required to be protected wllh an Impact resistant covering that complies vdlh Secllon 1626 of the FBC. 4. When used In areas outside of the 'HVIR'requiring wind borne debris protection this product Is required to be protected wllh on Impact resistant covering that compiles with Secllon 1609.1.2 oftheFBC. 5. For N slud frandng com1rucllon. anchoring of these units shag be the some as that shown for Zrl buck masonry construction. 6. Silo conditions that deviate from the details of this drawing require further engineering analyst byalicensedengineerorreobleredarchitect. 7. This product does not meet the water Infilrotlon requirements for the'HVHr. Innvtrlo units shag be Iralalied only In non-habilable areas or at habitable localions protected by an overhang or canopy such that the angle between the edge of canopy or overhang to s0 Is less than 45 degrees. TABLE OF CONIRM r0 DUCRIPOON elevations, eri scares 6 enerolnotesIDooranetaSmoothstar• Door neldetags Fiber S elite el ela E e erlical cross sections 6 Horizontal cross secllens 7 Horizontal cronsecl ns B Buck 9 Frame anchoMg 10 Frame anchor4lo i l AS dslagla12mah X Components J7.ff MA%. SEE DETAIL -A' SHEET 6 DOUBLE W/SIDEIFTFS INSWINGNIT OXXO SEE OCTA0. A'/ SHEET 6 5 QQUQLF X) NG UNIT in r411 il Iwwlll 9 d O n44 6 r665V MAX OVERALL WIDTH SEE OETNL A'/ [ SHt r 8 vS 5 SINGLE WI$ID9i . INS" 7 I,fi,rN' 1 iTJ 1[£ ( 1 1 n Ir z on FL-15000.4 its _]_. OF1? 36W MAX DOOR PMM WIDTH FE 2 O x. 2J 8 1e 2 0 DOOR PANEL Smooth Star Ll HORIZONTAL CROSS SECTION V DOOR PANEL j— 4Mr 6• i IBIS it LATCH S'n E LTOP RAIL SMOOTH STAR) ' (SMOOTH STAR) T r- 1--9 LHINCE STILE 57 B07TOM RAILSMOOTHSTAR) (SMOOTH STAR) L z \ VERTICAL CROSS SECTION j DOOR PANEL III= IIIR-Nl ai Z u M02 24 12 i a N.T.S. a lrn JK m K m LPS unxa No.. FL-15000.4 a mr 2 of 12 3 Lae= MEMO 36-M MAX OOOR PANEL MOTH 2 93 93 s e G I QQOB Mu Fiber Classic I HORIZ0p J OOOR PANEL LATCH S11LE FlOER CLASSIC) 1 TOP RAIL FiL;ER CLASSIC) 1.ZdB' T 4 HINGE 571LEHIKERCLASSIC) S BOTfOM RAIL FILTER CLASSIC) EIMCAL CROSS SECIIONCROSSSEC110N30ORPANEL 0 z Sid Egggg imo{i 2411i I/7 G1ASS 25" STEEL IN ERin INTERCEPT SPACER 40 41MSEE NOTE 1 5" IN e O eSS •• SMC I I FRAMF ry AZiNr nETAII 13.937W MAIL PANtl WIDTH 7.12W MAR. D.LO. WIDTHL V7 . SIOFLLpANM Smooth Star 1/2' MIN. GLASS THK. 1/8. TEMPERED GLASS AIR SPACE 1 a. TEMPERED GLASS SEE NOTE 1 v ` J HORIZONTAL CROSS SECIION 4 SIDELITE PANEL 2.157 r+-1.66' 2589' 1 I j•-1.676' . IA !,1;, J., I ot—.526' J lq,w J PLlSnC UP LITE FRAME „ t]RRUOED PVC i,1 PLASTIC UP LITE FRAME e t7CIRU0ED SMC L I t ' i I xr j— Q2 VERTICAL CROSS SECTIONI4srDEUTEPANEL T clog: I 1. Spacing for Item 126 & 141 Oft /rome screws) 25311-TT T7..1•53v 'a as follows: From the bottom up on aides, 6.5", wlfh (7) more spaced of fl.m" o.o. there are (2) SIOR nr TOP 6t BO1Tt7M RAIL screws both tap and bottom at 2.125' In from eachFINGERJOINTEpPONDEROSAPINESG-0.43 FINGER IDE JOINTED SPONDSfROSA PINE; SG.0.4J er. 2i r g a ro 02 2412 i Am N.T.S. 9 a• en JK a' K 0 arearm. FL- 15000.4 e 0 e E 2 46 47 ; i V ; SEE NOTE 2 28 . 19 14 31 30 i 51 VER CAL CROSS SECTION A— G1 VERMAL CROSS SEC110N SEE NOTE 1 4E it F M y 9doa C 1• 26 Sze VERTICAL CROSS SECTION5Shownw/lx sub —buck OPTIONAL SURFACE BOLTS ON ACTIVE PANELSEEDESIGNPRESSURECN4R1) 0142T• 1. The sidelite Is direct set Into the Jamb with (12Item143ajax ,2' pih. wood screw. at each vertical Jamb. from the top doThera are wn13.5(`) 31 ; 46. t dr 66'. There am (2) at the header at 4' from the outslda comers a! the frame. hero are l2) /iJ o /8 x 2-1/2' pfh. wood screw at the Bill, 4' from the outside comers. 2. OPTIONAL SURFACE BOLTS ON ACTTVE PANEL SEEDESIGNPRESSURECHART) ME 0.1SMIN C SINK f "'— Lamm 13 SEE NOTE 1 43 1. The sldellts Is direct set Into the Jambwith (12) Item 14Z a 18 x 2' pfh. wood Of each Jamb, from the top9 downat1J1',°J1 . 48.5' & 66' There are (2) at the header 0from P.. t?.;. t 4' the outside comers of the rams, there are (2) 11J a 18 x 2-1/2' tht' . + •, t Plh, wood screw of the sill, 4' from the outsidecomers. ti a 41 20 45 44 1- I/4MIN. ldgBllltT ^ EPAL fl1'P.1 s HORIZONTAL CROSS SECTION 6 3 t, aad OPTIONAL SURFACE LLTSgON ACME HAPANEL SEE OESICNPRESSURECRT) 22 HORIZONTAL CROSS SEC17ON 6 MI I I Jn 0 0 0 z a 2 4 1-1/PMIN_ EMe. In 1 HORIZONTAL CROSS SECTION 7 fim. 1. The sidelits Is direct net Into the Jamb with (12) Item IF43 a /8 x 2' pfh. wood screw. There are (4) at each vertical lamb, from the top down at 13.5', 31 , 48.5' & 66 . There are (2) at the header at4' from the outelde comers of the frame. them ors2) 113 0 /8 x 2-1/2' pfh. wood screw at thegill, 4' from the outside comers. 15'MIN. 17 13 CswK r ! 22 7 6 ." Lamm 10 11" fir!, ri:.fi ij Ri f; +•d ' Q$ y' e 9 10 . 12 16 t2 HORIZONTAL CROSS SECTION J6 7 35 1 S MIN. 214- I CSINK HORIZONTAL CROSS SECTION 7 t N6. (TYP.J rrrrrll * 111 O ` v u Kz V r 1a15000,4 n a I I MASONRY J8 ° II OPENING II TYP. HEAD II a; •. I 'CBS MASONRYI ° ASTRAGAL I III ° SHOWN FOR OPENING II REFERENCE II 2X BUCK ji a 2X BUCK II MUWON ° MUWON I SHOWN FOR SHOWN FOR IIIIREFERENCE ° REFERENCE II C II a II fi II wci iydII IIII ° II II DOUR F nnOR yy/ ID t rrcq MASONRY II II II 38 II OPENING II TYP. HEAD II JAMes II e II II CONCRETErINCHORNOiES. 2X SUCK II 1. Concrete anchorlacalloru of the comers moy dlusfed fo matrlfbeaedgedbtatcetomorforlofnfs. atn the min. I MUWON I I SHOWNSHOWN FOR I I cr2. Concrete anchorlocallons noted as MAX. ON CB413rmust be ad/Usted tomatntatnthemin. edge dlsfance to modor/alnta additional I I REFERENCE I I concrete anchorsmayberequtredfoensuretheSNAKONC&ffW dlmenslon I I 3. Cartcrefeanchortable: am not exceeded. I I MU WON y_;_ •• • •••_, :• 1-0IiNC#Ir;51t•REFERENCE xS!rlE ?` ; :ftitMt`(JY i fMAGF( .::7Q I I II SHOWN FOR I I I I o r-: r441 LtGN hx ffW I I TAFCON° 1/4- 1-1/4- - 4" II ELco ULTRACON 1/4- 1-1/4- 1• 4- ,:: v:•ir+., a41dSeLE BUCK DOOR W/SIDEI trcc ANCHORIN C 4. * N: d JAMBSHEAD rrhr a 11, a ASTRAGAL d m SHOWN FOR E a • REFERENCE z° c° u 4 a ' a: DOUBLE DOOR 7 RUCK ANCH R1N 114 cc r a s 2 gg F mo z E we 02 24 12 i m N.T.S. 9 A0 an JK o' oa m: ' lF5 3 otuutw0low FL-15000.4 0 MASONF OPEN* FRAh 2X BUC SEE oEraL o TIr T Lfr, SEE DETAJL '2' Y w/7x eucKG13TALLATICA1XSIVITALIAmomBUCK E 43 TYP. HEAD h T7 JAMBS O BUCK K SEE DETAIL "1' T'P. SILL 14iC {. I. CONCRETEANCHOR NOTES: 1. concrete anchorbcaflora of fhe cam em may be ad]Wfed to maintain the min. edge dstance to mortar/olnts. k2. Concrete anchor locations noted as MAX. ON CI3dW must be ao7usled to maintain the min. edge distance to mortar ja(nis, additional concrete anchors MAXcmayberequiredtoensuretheAXONC64Wdfinenslonarenot exceeded.. 3. Concrete anchor fable: APi•-rNSS.R;ANL".•.'14 R;r.=`~:'ININ:;::;::.:.:._ ClEi kA;NEE;'A11N. Gl;IANAN' Ya !YtA?GNaY 4:arp'cErgni:: sr:::.:.:..:_.::J. k.:.:.:.::a:>fiL Q iis-•iR:i. Y rtw TAPCON e 1/ 4" 1.1/4• 4" Irw TAPCON° WOOD SCREW INS IA TION OTES' I 1. Maintain a mWmum S/1l' edge dbtonce, 1 end dstance, 6 I' a.- spachg atwoodscrewstopreventthespOHtrlgofwood. ra; THESE (2) ANCHORS• REO'O ONLY WHEN DP > 47 PSF 4MASONRY OPENING FRAME 2X BUCK AA'' 2x eucKIJVAWTINSTION 1 zBUCK JD INSTALl.AT10N I! d TYP. HEAD k JAMBS O BUCK TYP. SEE DETAIL C" -- J L—A• VIEW 'A! —"A SINGLE DOOR W/SIOEIITES 13 49 30 30 W/ 2X BUCK 13 0 INSTALLATION J 1 iJ 31 W/ 1X BUCK 4t1 INSTALLATION A: DETAIL fit• pETAI " ' ASTRAGAL h SURFACE BOLT STRIKE PLATES ® HEAD iJ 3t 31 13 a 30 s 30 DETAIL ' 4' DETAIL " 1" , SURFACE BOLT STRIKE.PLATE THRESHOLD v: W ANNE a m 02 2{ 12 i to N.T.S. 9 a sn JK m' L on LFS d wamin FL- 15000.4 c II 9 ar 12 d SI7: W//2x BUCK OETAti. '2' — MASONRY INSTALLAnON c, OPENING as W/Iz BUCKINSTN1AnON T'P. HEAD a: JAMBS O FRAME h 2X BUCK SEE 14 T'P. SILL OEM& .1' staE S DETAIL '4- OETAIL 3' n VIEW .R.—..R. ,~ . • • a.',.vl I I ifs MEW 'C'—C' I ^ A' DDUR Woos i • Ii C h l CONCRETE ANCHOR NOM, 1. Concrete anchorlocatiors at the comers maybe c4usted to maintain the min. edge distance to morfarlaink k 2 Concrete anchor locations noted as WAX. ON CENTER" must be adjwted to maintain the mh edge dstance to mortar/ofnb, addlflonol concrete anchors may be required to ensure the WAX. ON CENTER' dlmemfon are not exceeded. 3. Concrete anchor table: AN!NCf1f> rINUVt.'.' < MIIV. GIA:NA'N( tiflN NGClI:kitVHS3fi:' TYPE SIR J;{uiUEtib1El it fi4'IA+N14Y' 7 DfA4s NTf, 4' ITW TAPCON° 1/4" TAPCON° 3/16' 1-1/4' 3' WOOOSW(ClIf IMIALLARON NOM' I I. Malnfatn a InInImum 5/0' edge... tone, 1' end dhtance, d 1' o.c. spocing.o! wood screws to prevent the soufflna at weed_ 17/2z BUCK111STALlAnON y W/IX BUCK MASONRY STALIAnON OPENING HEAD a: Mies FRAME - - 2X BUCK - SEE DETAIL 5' 14 TYP. SILL - 1 MEW A'- A' C A• SINGL ODOR 49 30 30 BUCK 13 0 I STALLATION J31 W/ 1X BUCK4 INSTALLATION1 DETAIL ' 7' ASTRAGAL do SURFACE BOLT CK STRIKE PLATES • HEAO i 31 J1 o - z u aao 02 24 12 30 o J0 wAw N.T.S.DELAIL ; oea en JK e SURFACE BOLT STRIKE PLATE poi' °" d THRESHOLO e FL- 15000.4 u 10 OF 12 I 2- 1m 1. THE ASTRAGAL BOLT HAS A Y THROW AT THE TOP ANO THE BOTTOM. L- r JQ SEE NOTE 1 $ r— i 0ff 0.126' F- 24 ASTRAGAL OETaI N MINE F w 3 o e e02 24 12 = ui N.T.S. w or. JK m n LFS ; aao w+ a FL-15000.4 0 xr 110 AL n 20 21 WQOf) FRAM 2 3 FINGER JOINTED PONDEROSA PINE, SG-0-43 A: c co, r(006=05 VIA kk r-2.117T oz 11.4 L JO SUgFACE BOLT SMIKF: PLATE 1.125' STEEL O Ln Fly& 29 INSVANG DOOR BOTTOM SWEEP mw& oao' MAX. WALL, 035" MIN. WALL 2,141, — 1 1111 11111 IAF 7 NO A 0077- T— 02 24 12 10, N.T.S. om JKrLICal. Or. IFS ROTMM a= 09" ExTRUDEO VINYL WALL WAY F 5OW 4 IZ . 1 2 0 3/2/2018 Florida Building Code Online Professional Regulation r BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats n Facts I Publications I FBC Staff i BCIS Site Map I Unks Search Florida Y Ala Product Approval p y 0qJr I USER: Public User Lyr`.cL'rorl rimo Product Aooroval Menu > Product or Aoollcatlon 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 FL# Iypg Manufacturer Validated By, Status FL14634-R3 Affirmation Ply Gem Windows Locke Bowden Approved History Category: Exterior Doors 334) 300-1800 Subcategory: Sliding Exterior Door Assemblies Approved ray vorn. a Fy.v ..y ,.o... ,.o„ ......... ...... .........- -, ...-. __ _.._. _. _._ __..... ____.. ....____ Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2D33 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 85D.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2D32, 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: 0® Credit Card Safe https;//floridabuilding.org/pr/pr app_Ist.aspx 1/1 3/2/2018 Florida Building Code OnlineBusiness & - i Professional 1 r BCIS Home I Log In I User Registration I Hot Topic I Submit surcharge I Stets 9 Facts I Publications I FBC Staff I Bas Site Map I Unks I search I bo-r* a ROOM& Product Approval USER: Public User 445viz Product Aooroval Menu > Product or Aooliratlon Search > BRpllcation Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14634-R3 Affirmation 2017 Approved J Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614)532-3596 luanne.harris@plygem.com Luanne Harris luanne.harris@plygem.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 12/31/2018 Locke Bowden J Validation Checklist - Hardcopy Received FL14634_R3_COI COI PLY GEM SS 2015-02-19.2df Standard Year AAMA/NWWDA 101/I.S.2 1997 ASTM E 330 2002 ii 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. httnc•//Flnrillahirildino.orO/Dr/Dr aDD dtl.asux?Param=wGEVXQwtDgswBZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhwa/o3da/o3d 1/3 3/2/2018 Florida Building Code Online Documentation from approved Evaluation or Validation Entity Yes : - No N/A 146 4_ _33__C_SA14634.Rff Product Approval Method Method 1 Option D Date Submitted 10/12/2017 Date Validated 10/12/2017 Date Pending FBC Approval Date Approved 10/17/2027 summary of vroaucfs FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Approved for use in HVHZ: No Installation Instructions FL 4 _ig]_II PGWO63 SS 2015-01-02.p 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_U_6E_PFR3054 SS 2015-01-02.Ddf Created by Independent Third Party: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Approved for use In HVHZ: No Installation Instructions Ll 34_R3 II_PGW063 SS 2015-03-02.df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports FL14634_U_&E_PFR3054 SS 2015-01-02.DdfOther: With sill riser Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Approved for use in HVHZ: No Installation Instructions FL14634_BI_IIPGW064 SS 2015-03-02.p f Approved for use outside HVHZ: Yes Verified By: Hennes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30/-30 Other: Non -reinforced. See installation detail for available Evaluation Reports FL 4 4_R3_&E_PER3055 SS 2015-01-02.pdf sizes and configurations. Created by Independent Third Party: Yes 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Approved for use in HVHZ: No Installation Instructions FL34634_113_II PGWO65 SS 2015-01-02.Riff Approved for use outside HVHZ: Yes Verified By: Hennes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35/-35 Evaluation Reports Other: Reinforced. See installation detail for available sizes FL14634_U_6E_PFR3056 SS 2015-01-02.Ddf and configurations. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-182 The State of Florida Is an AA/EEO employer. QWAghr 20D7.2013 State of Florida.:: Prriacy Statement :: Accesslblllty, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronicmalltothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact BSO.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. IPyou 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 hM. Product Approval Accepts. Credit Card Safe kffnc•/Iflnrirlahrrilriinn nrn/nr/nr anD dtl.asDx?Darem=wGEVXQwtDgswBZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhwo/o3da/o3d 2/3 3/2/2018 Florida Building Code Online httos://floridabuildinq.orq/pr/pr_app_dtl.aspx?param=wGEVXQwtDgswBZVNfe8A7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d%3d 3/3 IPUcTALLiLTION NOTESI 1, TWO (1) INSTALLATION ANCHORS ME REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THEMINIMUMNUMBEROFANCHORSTOBEUSEDFORPRODUCT INSTALLATION. 3. INSTALL INOMDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2 INCH O DEPICTED NCHOR LAYOUT oma OF THEWIL OTHOUFCONSFE CONSIDERATION OF A OLERANCESP TOLERANCES ARE NorCUMUTATIVEFROM ONE INSTALLATION ANCHOR TO THE NEXT. SHIM AS BEARING SH M(SIEOINSTALLATION AT EACH MAXIMMALLOWBLESM STTACL BE 114 INCH. SHIMWHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. OF SUFFICIENT LENGTH TO ACHIEVTALLATIONINT WOOD EA1A1/2NCHMINIMUMING, USE 012WOODSCREWSEMBEDMENT. NCAETE/M G. FOR INSTALLATIONTHROUGHIXSUCKToORDIRECLYINTO ONGETE/MASONRY,, U E 1/6NCH ELLNRY, LCO TAPCONS OFSUFFICIENT LENGTH TO ACHIEVE 2112INCH MINIMUM EMBEDMENT. T. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE L FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, OM, ABRICX VENEER. ANDSIDING. E MUST of TED H"DWARBINSTALLATIONANCHORSANDMAGEOFCORROSION RESISTANT MATERIAL OR HAVE A OMOSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTARJOINTS. EDGE DISTANCE 0 MEASURED FROM FREE EDGEOFBLOCKOREDGEOFMORTMJOINTINTOFACESHELLOF BLOCX. 10. STALLED IN INSTALLATION SCTDA DAnNCEWITHANCHORSHALLBEINSTALLATIONINSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPEUFlED BY THE ANCHOR MANUFACTURER. It. INSTALLATION ANCHOR CAPACITIES FOR FROOUCrS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD. MINIMUM SPECIFIC GRAVITY OFO.SS. B. CONCRETE.MINIMUM COMPRESSIVE STRENGTH OF 1000 PSI. C MASONRY. STRENGTH CONFORMANCE TO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH OF 13W PSI. PLY GEM WINDOWS BUILDER SERIES 4780 ALUMINUM SLIDING GLASS DOOR ( 2-PANEL) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN O DESIGNED NO MANUFAL'TUREO TO COMPLY WITH THE CURRENT FLORIDA BUROING DOE, HJHCWDING HVHL AAMAAVWW0A161/LS.7- 97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETF/MASONRY, ZX NO STEEL STUD FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE Of WITHSTANDING ANO TRANSFERRING APFUEO PRODUCT ENGINEER ORTHE MCHTECT OF RECORD RESPONSIBILITY FOR THE PROJECT OF INSTALLATION. 3. 2K BULLS ( WHEN USED] SHALL BE DESIGNED NO S TO THE STUICTURE. BULL DESIGN NO INSTALLATIONORED TO PROPERLY TRAFER ALLL6THERESPONSIBILITYOFTHEENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION- 4. NO HMAY NOT RENSTALLATION DETAILS DESCRIBED HEREINARENCEFLECT ACTUAL ONOITIONi OR A SERCSITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM EDETAILED HEREIN, A ENG NEER OR ARICHITECT SHALL P REMENTS RE SITE 5 ECIFICEO DOCUMENTS FOR USE WITH THIS DOCUMENT. S. PROTECT THIS PRODUCT IN AREASVED IMPACT PRCrrECYJVE REQUIRING E RQUIRINGIMYSTEMISPACTREDTOACTRESISTANCE. 6. DOOR FRAME MATERIAL: ALUMINUM 6063-TG 7, GLASS MEETS THE REQUIREMENTS OF ASTM S1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. 6, DESIGNATIONS AND'O' STAND FOR ME FOLLOWING X. OPERABLE PANEL O: FlXED PANEL SIZE 96' X 96' 96' X 96' TABLE OF CONTENTS SHEET REVISION SHEET OESaaMON L A TIJSTALLLTSON 8 GENERAL NOTES 2 ELEVATION A ANCHOR L. AVOUT 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS & GLAZING DETAIL PLyv a 433 N. MAIN DT. PO FOX 919. BORT MOUNT. VA I4131 NO 540454-6340 F,o 510444-6663 a VI m 0 Z Z O o ^ d an d O V< in l9m m E a0 U, am F- ~ as Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.0213:02: 52-05-00' DESIGN PRESSURE RAT" SQ.LOPTION OESWNPRESSURE MISSILE IMPACT RATING W/O SILL .25/-50 PSF NOT RATED RISER W/ SILL I .50/- 50 PSF I NOT RATED RISER a3 m m vZ a g c V, DWG #: P&W063 SHEET: 1 OF 4 F ELEVATION 20.. C. TYP . O.C. TYP W MAX. FROM CORNERS TYP. X, •x• T 20.75' MAX O.C. TYP. ANCHOR LAYOUT 00' MAX. FROM CORNERS TYP. INSTALLATION ANCHOR PLY GEIv WurucnnFS u: naomw9a+ay ro aox ear, Mourir, vA au na 640-444-6148 FM e40-4446443 ZAO m Uzz # v 3 H M _ d a mW G GLF+ mF p<y a „o 6 G LC w—pi m mh vz 0 o Zn DWG m PGwo63 SHEET: 2 OF 4 1/4* ELCO TAPCON - INSTALLATION ANCHOR CAULK BETWEEN - CONCRETE/MASONRY di IX WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK, BY OTHERS I Ix WOOD BUCK 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 1/4* ELCO TAPCON INSTALLATION ANCHOR 1/2' MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS 2 11r MIN. EMBEDMENT 1/4' MAX. HIM SPACE u 12 WOOD SCREW — INSTALLATION ANCHOR ed ROOFING NAIL — Aff INSTALLATION ANCHOR INTERIOR (OPTIONAL) CAULK BETWEEN EXTERIOR FIN & ZX WOOD STUD BY OTHERS CAULK BEHIND VERTICAL SECTION FLASHING & OVER NAILS BY OTHERS TB HEAD - CONCRETE/MASCINRY3 EXTERIOR FINISH• By OTHERS PERIMETER CAULK By OTHERS O.A. DOOR HEIGHT INTERIOR EXTERIOR SEE GLAZING DETAIL I PERIMETER CAULK By OTHERS 2 I/V MIR EMBEDMENT 2 1/2* MIN. EDGE DISTANCE VERTICAL SECTION 3 jj—u.coNcRErE/mASONRY 3/4' MIN. EDGE DISTANCE ZX WOOD FRAME BY OTHERS 11/2, MIN. F EMBEDMENT 1/4' MAX. SHIM SPACE EXTERIOR INTERIOR VERTICAL SECTION HEAD - ZX WOOD FRAME PLY- GEMWINDOWS 413 K AARA 5T,?0 80X 5" jkoW "Wr, VA 24151 MO 040-4444346 P30 940-484403 ro atv) ui u cc @ LL: DWG #: PGW063 SHEET. 3 OF 4 I I/2' MIN. 1/4' MAXEMBEDMENT SHIM SPACE 3112 WOOD SCREW INSTALLATION ANCHOR L U. a •. 1. 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 HORIZONTAL SECTION 4 JAMS -2X WOOD FlLAME HORIZONTAL SECTION 4 INTERLOCK IOR 4 1/4'MAX. ps PLYslumSPACEKIINDl1WS 433 N. AWN ST„ N3 SOX SSt 2 1/2' MIN. WW MOYNT VA t4333 EMBEDMENT 2 1/2' MIN. EDGE Na Sa0•444Uu No $40.uHN3 DISTANCE s a in CONCRETE/MASONRY a b BY OTHERS v3 m m 1/4• ELCO TAPCON Cl CIINSTALLATIONANCHORlu33 mw IS m a CAULK BETWEEN 1X W000 BUCK 6 1' ; •, : CONCRETE/MASONRY BY OTHERS T • • ..... EXTERIOR FINISH BY OTHERS a PERIMETER CAULK BY OTHERS SEE GL.AZU46 DETAIL I Z O.A. DOOR Q WIDTH Z HORIZONTAL SECTION L ° 4 IAMB-MASONRY/CONCRETELu RI C3 T8/ 8' O.A. INSULATED GLASS EXTERIOR I Z 0 INTERIOR 7V GLASS BITE Pik m m tnz 3 Z GLAZING DETAIL 1 6L ss THICKNESSANOTYPE a CZi SHALL COMPLY WITH ASTM E 1300 DWG lY: REQUIREMENT GLASS CHARTS. n & ` AV/ O `(J3 V4OF4 SHEET. N 3/2/2018 Florida Building Code OnlineBusiness & - i Professional Regulation r BCIS Home I Login I User Registration Hot Topics Submit Surcharge I Stats & Facts I Publications FBC Staff I BCIS Site Map I Unks Search Florida ra Product Approval USER: Public User Product Aanroval Menu > Product or Aeolicatlon 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 searcn Isesulrs A ncecrons Validated By, Status EJA IyRg Manufacturer 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 Approveo oy uern, npprvvau ur vvrn a000 ., ..,-..... ...._ ._....-_ _, _.- . -- -.-• -- -- - Contact Us :: 2631 Blair Stone Road Tallahassee FL 32399 Phone, The State of Florida is an AA/EEO employer. CDR right 2007-2013 State of Florida.:: Privan 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 electronicmalltothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395, *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a 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: W 9 Credit Card Safe https://floridabuilding.org/pr/pr app_Ist.asPx ill 3/2/2018 Florida Building Code Online Professional Regulation r BOS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats 6 Fads I Publications I FBC Staff I BCIS Site Map I Unks I Search I Florida g7%% Approval FILPiDryrProductI USER: Public User a r. trr+Dsav Product Aonroval Menu > Product or Aopliotion Search Application Ust > Application Detail OFFICE OF THE FL # F1_9174-R12 SECRETARY 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. 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 FL9174 I3U_Eyluiv WD2017-001R2 Evaluation Report - FL 9174.PDF Sections from the Code httnc•//flnridahiiildino.oro/Dr/Dr aoD dtl.asDx?Daram=wGEVXQwtDqufllJRfWxf6u7ojni0heH%2bKagdfe2PanOMe2Oj77uQ%3d%3d 1/5 3/2/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/11/2017 01/02/2018 01/02/2018 02/13/2018 Summary of Proaucrs FL * Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions Fl 1Z9_W U 0228-318958-P8_S.odf Approved for use outside HVHZ: Yes FL9174_U2_U_307494 P 1,_Track_,plement Chart 5gned.pdf FL9174 R12_II_ 243620P16amb_Connection Sup_ jjgned.DdfImpactResistant: Yes Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports Report - FL 9174.PDFFL2174_M_6g WD2017-001112 Evaluation Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 *0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions FL9 _9_1 — I_0229-318959-P9_&pdf Approved for use outside HVHZ: Yes FL9274_g12__307494 PIl Track S, i element Chart 5igned.pdf FL9174_ 13_lI_ 324620 P16 Jamb_Connection $,_up_ggned dfImpactResistant: No Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports Evaluation Report - FL 9174.PDFdesignedaspartiallyenclosedordoorisareplacementFL17 _W_AE_WD2017-001R2 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 Installation Instructions FL9174_R12_U_0230-318960-P10 S.pdf Approved for use outside HVHZ: Yes FL9174_Q12_U_307499_11_TLdSk_SuR lement Chartsigned.odf Impact Resistant: Yes FL9174 R12_II_ 243 620P16JambConnectionpup_ jigned df Verified By: Gordon Thomas P.E. FLORIDA PE 46718 DesignPressure: +25.90/-28.80 Created by Independent Third Party: Yes Other: Evaluation Reports FL9 7 _R12 AE_WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174. 4 5120 / 6100 / 9300 #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 Installation Instructions FL9L. 1Z4_312_II_0231-318996-P6_S.pdf Approved for use outside HVHZ: Yes FL2174_B12_U_307494_P11_ICdQk—Su lement Chart 519ned.odf FL9174_{ 312_U_324620 P16 Jamb Connection 5 j2R 5Lgned.pdf ImpactResistant: Yes Design Pressure: +30.00/-33.50 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 Report FL 9174.PDF designed as partially enclosed or door is a replacement FL 1 U2_AE_ 7017-001R2 Evaluation Report - Created by Independent Third Party: Yes door. 9174. 5 5120 / 610 1 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions FL927 _ g13_II_0234-319022-P6 S.Ddf Approved for use outside HVHZ: Yes FL9174_W_U_307424_P11_7iiIS15— i element Chart 5l9ned.odf Impact Resistant: Yes FL9174_U2—U_324620_P16 Jamb Connection S R_RWned.Qdf Design Pressure: +43.20/-49.60 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12_AE_WD2017-00IR2 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. 4. 1 ... rn.,..fii.IRfl vfRii7nininhaH%"2bKaodfe2PanfKY7e2Oi77uQ%3d% 2/5 3/2/2018 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Installation Instructions FL9174_U2_U_0735-319023-P7_5j& FL917 Tri clS_Suoplement Chart S1gp,Al f Approved for use outside HVHZ: Yes Impact Resistant: Yes 313_U_307494_EU FL917 _111211319040—UPost Istall Instructions si9ned.udf Design Pressure: +39.20/-43.70 FL917 R12_U_ 46 P amb_Connection S,_pu pWnedfOther: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_ RI2_AE_WD2017 001112 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 Installation Instructions S. odf Approved for use in HVHZ: No FL2174_612_UO2;2-318999-P6 E6217 _ B 3_U_979 P 3-T1 SlS—R —O — fig Approved for use outside HVHZ: Yes Impact Resistant: No E621Z4_H12_U_324S12Q_P16 Jamb Connection SUp_j S190Ed-Pd Design Pressure: +12.40/-13.80 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 designed as partially enclosed or door is a replacement Evaluation Reports FL9174_ RI2 AE_WD2017-00IR2 Evaluation Report - FL 9174.PDF door. 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 Installation Instructions FL9174_ 1312_U_0233-319000-P6_S.pdfApproved for use outside HVHZ: Yes FL9174_R12_U_30749—M—jr-AQk_5SPftM—ent Chart 5!90ed.pdF FL9174_ 31_7_U_32462 lamb Connection 5MR2 5!gned.pdf Impact Resistant: No Design Pressure: +18.50/-20.70 P16 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports 7017-OO1R2 Evaluation Report - FL 9174.PDF FL9174_W_6E_ designedaspartiallyenclosedordoorisareplacementCreatedbyIndependentThird Party: Yes door. 9174. 9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions 0236- 319024-P7 S,2,d1 ApprovedforuseinHVHZ: No FL2174_g"_U FL9174_ UZ_U_307494_e11I[Usjs_5Wj plm n Chart 5jgnedj& ApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL9174_U2_U_319040 Pi Post Istall Instructions @lgned.pdf Suon9ned. pdf Design Pressure: +30.00/-33.50 FL9174_g_]_32462Q_P16 Jamb Connection Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL917 R12_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 Installation Instructions FL9174_ RR2_lI 0237-3190Z5-P7_IM Approved for use outside HVHZ: Yes FL _R12_II_307494 P11_Tra S pi dement Chart Syn d E62179_ H12_U_31904o Pi Post Istall Instructions gjgned.pdf ImpactResistant: Yes Design Pressure: +39.20/-43.70 FL917 _&U_U_324670 P16 Jamb Connection SslRR_Slgned.pdf Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL 9174.PDF FL9174RI2_M_WD2017-001112 Evaluation Report - Created by Independent Third Party: Yes 9174. 11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions FL9174_ R32_I1_0600-319026-P5_&P-df Approved for use outside HVHZ: Yes L9274_R12_1I_307494 P11 Track Sump e e art sig en d.RI E FL2174_ W_U_324620 P16 Jamb Connection S jM ggned.Rdf ImpactResistant: No Design Pressure: +26.90/-30.80 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 Evaluation Report - FL 9174.PDF designedaspartiallyenclosedordoorisareplacementFL9174_312=WD2017-OO1R2 door. Created by Independent Third Party: Yes 9174. 12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 1#0601 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions FL9174_ M_Il 0601-319027-P5_S.pdf Approved for use outside HVHZ: Yes FL9174R X _iI_ 0 49 _PW—Track 5 p a nt Chart signe fn.... fi, loam,.ra..7„i.,inhoNOi?hlcanrlfp2PanfKY7e2Oi77uQ%3d%3d 3/5 3/2/2018 Florida Building Code Online Impact Resistant: Yes FL917 R 7.,_]I_ 24 _P16 m _Connection Sup- signed d 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_AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 1 available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure I designed as partially enclosed or door is a replacement door. Installation Instructions FL9174_g2_U_0602-319028-P6_5.2df FL217_313_U_307424_ell_ICdS$_5Mppjement Chart Sgned.odf FL9174_R12 II_324620_P16 Jamb Connection 5UDD signed.Rdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_&a_&5_WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 0603 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: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- Installation Instructions FL9174_ij12 ]I_0603-319029-P6_S,,p FL9174_R12_U_ 730494PllTrackSkipleme0t_Chp_r_!ggP.ed.Rdf FL9174_R12_U_324620 P16 Jamb Connection 5UDD 5igned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL2174_W__WD20 7-001 e2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions FL 174_R12 II_0604-319030-P6= .pdf FL9174_g? II_307494 Pll Track S5WjZW ent Cha ggned.pdf FL9174_R12_j_319040_P1 Post Istall_Instructions saigned f L 174_R12 II_ 243620P16JambConnectionuSp_agned.odf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174_aa 6E_WD2017-001112 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_R12_11 0605-319031-P5= .pdf Approved for use outside HVHZ: Yes FL9174_RR122 lI_307494 _uRRWMjnj_QbDffChaaigned.odf Impact Resistant: No FL917 _R12 1 324620 P16 Jamb Connection Sump siyned.odf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other. Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174_B13_6E_WD2017-001R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.17 15120/5240/6100/9100/9400/9600 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. 9174.18 I5120/5140/6100/9100/9400/9600 0609 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: Installation Instructions LF9174_R12_II 0606-319032-P7_SEpd FL9174_R12_U_307494 Pll Track_a Dlement Chart *gned.odf FL 17 —R12 U_319040 Pl Post Istall_Instructions signed.odf FL9174_fR-12_L_324620_P16 iamb Connection 5uupp syned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL2174_W_6E_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174_U2 lI_D609-319035-P6 5,12& FL9174_Rl2_]I_ 730494PllTrack5DlementChart $igOgd.Rdf FL 174_R12_II_ 1904 Pi Post Istall_Instructions 5igned.odf FL9174=RX II_324620 P16 Jamb Connection SEu Ajigned.od Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes https://floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojn10heH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 415 3/2/2018 Florida Building Code Online Evaluation Reports FL9174_Fj"_AM_WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 *0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- Installation Instructions FL9174_EI2_U_0608-319034-P5 aj)dj FL 7 _RRI2_U_307494 ell rack 5M Dlement Char aigned.0df FL917 _Rl2A_324620 P16 Jamb_Connection a" 5Wned.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL9174_g13_&g WD2017-001R2 Evaluation Reoort - FL 9174.PDF Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: +25.90/-28.80 Other: Doors with glazing shall not be used In the wind- Installation Instructions FL9174=R2_>3_0607-319033-P6_apff FL917 _Ka _II_307494 Pll Track LuRDlement Chart i c ned.odf FL9174_&L22_U_324620 P36 3am_Qp_n=ion 5MpjZ_Ejgned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Evaluation Reports FL9174_W_ WD2017-001 R2 Evaluation Report - FL 9174.PDF I Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 85D-487.1824 The State of Florida Is an AA/EEO employer. Gpyjj9ht 2007-2013 State of Florida.:: Edyacy 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 dick here . Product Approval Accepts: Credit Card Safe r,w •rrn..a,,,;i,r;,.....,r..,r„r ,.. r4H,cnv9n,r,m-1Ur-Fuxnrerinnrrfil.lRfWvf(;ri7nininhpH"G9hKandfp2PanfKY7e2Oi77uOa/a3da/o3d 5/5 19= I. SHORT GLAZED PANEL OPTION - .090' MINIMUM SSG CLAZUNC IN MOLDED FRAMES SCREWED TOGETHER 13 CA HORIZ ANGLE WITH A MINIMUM OF (6) /Bal' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVEINSERTSI LETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS ORAWING. GLA32NC 13 CA FLAG ANGLE SHALL HAVE A MAXIMUM HEIGHT OF 13.76' AND AIMMNUMlFNOTHOF10.76'. GLAZING 15 NOT IMPACT HO16GAMINR RESISTANT AND DOES NOT NEST THE REQUIREMENTS TRACK FOR TAND—BORNE DEBR15 REGIONS 6/1&A-6 B' 2. LONG GLAZED PANEL OPTION — NOT AVAILABLE LAGS MIN O WITH THIS OPTION CONE SHOASWN) N) 3, VINYL OR WOOD DOOR STOP NAILED A MAXMUM 16 CA MIN VERT OF 6' O.C. MUST OVERLAP TOP MID BOTH ENDS OF TRACK PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES, 5/16R1-5/6' LA 4. KEY LOCK. SURE LOCKS. OR OPERATOR REQUIRED. SCREW AT EACH CBRACKET 6, SECTION SHALL BE CONSTRUCTED PITH FOAMED IN PLACE POLYURETHANE FOAM INSULATION CHEMICALLY 1/4-20AN/16' TRACK BONDED TO 30 CA MINIMUM FACER STEEL AND A ENOCAPBOLT AND 1/4-20 HEX POLYLAMNATE OR 32 GA STEEL BACKER. TO HAVE A MINIMUM 1.4' DEPTH. NUT AT EACH JB JAMB BRACKET LOCATION 6. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND 114 ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 7. MOOR JAMB TO BE 14HMUM 2a0 STRUCTURAL GRADE UMBER REFER TO JAMB CONNECTION 15 GA STIFFENED SUPPLEMENT FOR ATTACHMENT TO SUPPORTING JAMB BRACKETS STRUCTURE. SEE SCHELOULE FOR LOUVER OPTION - .040' MINIMUM LOUVERS N A TM' AND TYPE ANIB. MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF ( 61 t. SCREWS INSTALLED IN THE BOTTOM LOUVERSARENOTIMPACTRESISTANTANDSEC00 NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES KEY LOCK OR SLIDE LACII BOTH ENDS (NOT REQUIRED WITH OPERATOR - SEE NOTE OPERATORSTILETOBEFACTORYINSTALLEDATTHE4). SLIDE LOCK SHOWN CENTERLINEOFTHEMOOR. TY NOTE, ( 4) SECTION SOLID ODOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTE 1 ON THIS SHEET FOR GLAZING OPTIONS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX MOOR HEIGHT UNIFORM LOAD EACH JAMB (PlF) IOW E. $CATES FE 7121 FNRGAIE OR. CA JMTCR, Tx 75M FL PC 5037 TX PC SI355/FRW PROFENM OF I ONHOOMCONSS SEAL RNIO Y[RFTJIICIOONOOCTA&S, 1 r REVISIONS IADDED SUPERIMPOSED ESIGN PRESSURE LOADS 0 ON SUPPORTINC UCTURE AND FIED NUMBER OF ASTENERS AND CENTER AGES RECXRED FOR ARROWER ODOR WIDTHS. 6 5/10/ 05 NOTE 8 ATE THAT LOUVERSENOTIMPACT ESISTANT. RT B/ B/ 07 3 MODIFIED JAMB RACKET SCHEDULE FOR AT OPTION. ADDED LHR ACK DETAIL SHEET 2. RT 4/17/ 05 I4 ADOED 7EXAS LICENSE UMBER TO TITLE BLOCK. ANGEO LOUVER NOTE. NCREASED MAX HEIGHT 0 W-9'. ADDED HICK FT AND ROOF PITCH CK NOTE. RT 4/29/ 09 5 UPOATEO TITLE BLOCK RT 5/4/ 10 1 I HIT EE ED6IHDoRWMHGPEATHAN 12- 0. (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WUOTHS LESS THAN OR EQUAL TO 12--Q'. FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACIEO TO TRACK WITH 1/h20X9/16' TRACK BOLT AND NUT. FOLLOWING DIMENSION DENOTES OLROK INSTALLJAMBBRACKETINSTALLEDINBUTTERFLYSLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORS WITH HIGH LIFT. ROOFPITCH. AND/OR GREATER THAN 6' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED SIZESSCALE: N.T.S. SIZE A OESICJV (PSF): +25.90/-28. 80 MAX WIDTH: III DATE NAME Wayne® TEST PSF : +38.85/- 43.20 MAX HEIGHT: II ORAWN 3/8/06 CRT Dalton IMPACT/CYCLIC RATED (YES/ NO): NO MAX SECTION HEIGHT: CHECKED SHE/T6/06 OF z RS MODELS 5140/ 9400/9600 ORAWING PART NO. I REV. ENSIGN aF DVEAHEAD OCKR CORPENS °ACOLA ORIDA 32514 WINDLOAD SPECIFICATIONOPTION CODE 0607 319033 - P5 13 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE FIXTURE ATTACHED TO "IN THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR AMC ATTACH THREACHENO U END CAP AT VAINCRIMPR:) 1 4-1TESCRE14Wx53/e' SELF DRILLING CfU2 11TE 14x7 FOR STANDARD TRACK AND (3) 0 1/4-14x7/B' SELF ORL L40 NPTTTE SCREWS FOR LAW o' HEADROOM TRACK (2 OF WHICH ARE USED TO ATTACHED E TOP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK 1li..l a nFTAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE-P U NCH ED NOLES IN TOP OF U-BAR WITHIUSEHEWINGHOLEINSLIDEPToENSURE PROPER ALIGNMENT OF ROLLERS ---I 15 OA HINGE ATTACHED / WITH (4) 14x8/6' CRIMPTITE SCREWS (2 OF ' WI01 ARE FACTORY 1ATTACKED) NYLON STORMGANO J o:) IOLLER WITH 1/2' STELA DETAIL B PLACE U-BAR OVER INTEGRAL RIB 'MTH E (B) PRE-PUNCHEO HOLES EACH ENO FACING UPWARD AND ATTACH THRU END CAP AT EACH END WLTH (2 1 4-140/8' SELF DRILLING CRILpnTE EXCEPTION: U-BAR PLACED OVER TOP RID ON THE SECTION SMALL O BE ATTACHED THRUM ENO CAP AT EACHNLY ENO WITH 1) 1 4-14x7/8' SELF DIALLINGWCRPTITELOCATEDONTHE BOTTOM FLANGE OF THE U-BAR IRED TO INSTALUE TO L SCREWSATE ENDS ANCESOF THE U- BARS, ALL U-BARS SHALL BE INSTALLED ON SECTIONS PRIOR TO INSTALLING ROLLER SLIOES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. I — PLACE U-BAR OVER i6GAHINGEATTACHEDINTEGRALNoA/0 ATTACH MTN ( 6) 1/4-20x5/8' WITH (21 1/4-20x5/8' RIMPTITE SCREWS (2 OF CRIMP SCREWS U WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLID INTO LOCATION (1 THRU FLANGE TOP LEAF. AND 1 OF OF U-BAR AND BOTTOM WHICH IS FIELD INSTALLED HINGE LEAF AND 1 THRU THRU PRE -PUNCHED HOLE WEB OF U-SAR AND IN U-BAR DETAIL INTEGRAL RIB OF SECTION) C 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH o LACE U-BAR OVER INTEGRAL RIB VIn1 3) 1/4-144/8' Moroi DOWN TO CLEAR BOTTOM CITINPnTE SCREWS--- eRACIEf AND ATTACK THRU END CAP AT EACH ENO WITH (1)) 1/4-14x7/8 SELF DRILLING CRIMPTIYE SCREW AS SHOTA AND USE (1) 1 4-14x7/B' SELF DRILLING CTIMPTI S ACROSS THE BOTTOM OF THE BOTTOM U-BAR AT EACH PRE--PUNCHEO HOE AT EVERY DETAIL 0 HINGE LOCATION. USEVI 1/4-20x5/8' CRIMPnTE SCREWATAlCOTHERPRE -PUNCHED HOE LOCATIONS JON L SKATES PE 3121 FNROATE M CAIWQLTON, Tx 75007 FL PE 61737 TX PE 6635/F2= ITIINS TL WySCATION OFWlCONSTRUCTIONDEA0.S TURE AND FlED NUMBER OF HERS AND CENTER S REQUIRED FOR oWER DOOR WIOTHS. 3/10/ 05 ODIFIED NOTE 6 TO E THAT LOUVERS NOT IMPACT RACKET SCHEDULE FOR AT OPTION. ADDED LHR 5) SECTION DOORS ACK DETAIL SHEET 2. WITH (8) 3 , 18 CA. RT 4/17/08 80 K U-BARS LOCATED OVER 4 ADDED TEXAS LICENSE INTEGRAL RIBS AS UMBER TO TITLE BLOCK. SHOWN CHANGED LOUVER NOTE. NCREASEO MAX HEIGHT 4) SECTION DOORS 0 B'-S'. ADDEO HIGH FT AND ROOF PITCH WITH (5) 3', 111 GA, TRACK NOTE 80 KSI U-BARS LOCATED OVER CRT 4/20/09 w BS AS TITLE BLOCK 5T SHOWINTEGRALN5+/TID 10 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/8' CBMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION. (2) 1/4-140/8' SELF DRILLING CRWPTITE SCREWS AT EACH ENO CAP EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE oETNL 6 AND D THIS SHEET). (2) 1/4-144/8' CWMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN ENO OF DOOR AND INTERMEDIATE HINGE LOCATION, . AND (1) 1/4-1495/8' CRWPTITE SCREW APPROXIMATELY 8' FROM EACH ENO. FOR ODOR NUTHS GREATER THAN 12'-0'. THERE SHALL BE A TOTAL OF ( 20) SCREWS ATTACHING EACH U-BAR EXCEPT 80 U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (16) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO IT-O', THERE SHALL BE A TOTAL OF (18) SCREWS ATTACHING EACH U- BAR EXCEPT BbOTTHH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOES IN THE TOP OF EACH ENO USED FOR AEPUNH ROLLER SLICES PATTACHMENT IN BOTTOM EACH END D USED FORTHE ATTACHMENT OF THE TOP.FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION GRAVING, ALL PRE -PUNCHED HOLES IN ALL U- BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4- 14x5/8' CRIMPTITE SCREWS. 3. 18 GA U-BARS SHALL BE STAMPED '46' APPROXIMATELY 8' FROM EACH END. STATIC PRE55UML MANNK, Z DATE NAME yragne® DESIGN (PSF). + 25.90/-28.80 MAX MOTH: 16' TEST PSF : +38. 85 -43.20 MAX HEIGHT: W-9' DRAWN 3/8/06 GRT palton IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT.21' CHECKED 4/6/O6 MR8 MODELS 5140/9400/ 9600 SHEET 2 ' OF 2 ASXIN OF OVERHEAD DOOR CDR DRAWING PART NO. I REV. 339S ADDISON DRIVE oFNSAKY2A, FLORIDA 32514 WINDLOAD SPECIFICATION OPT10N CODE 060 319033 t P5 1 14" MAX PLATE LOCATION HEDULE 12rr MAX 12" EE CUP DETAIL MAX MAX 12" LIP LOCATIONS MAX SEE SCHEDULE 12" MAX TRACK CLIPS TO BE EITHER RIVETED, BOLTED. OR WELDED. SEE DETAILS THIS PAGE. qW E SCA7M PE J1E1 fNROAIE 75OR. 007GIRROL,IIN, 7>< PL PE 01747 TR PE 00.W0/RIFT PROIE59KNAL ENOMO7f5 SEAL PRONOEO OILY FOR VOIFR7IMIN KF YNOLOAO CIRMIRUCTIM OETALS. 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 1CK 1 1/4"-20 TRACK CARRIAGE BOLT FH 1/4"-20 NUT TRACK OR CARr-20 TRACK RIAGE BOLT WITH 1/4"-20 NUT TYPICAL CUP RIVETING DETAIL_ 11 GA MIN CLIP SEE SCHEDULE 20 TRACK ORCARRIAGEBOLTWITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL Pgid DOORDESIGNWIDTH 9'- 0" 46.F 16'- 0" 46F 18'- 0" 46F L ANGLE 12 FOOT UTED 0/ 11/0.1 UPDATED FORMAT. RASED AILOWA. 9SURES To 5. 00/-52.00 PSF FOR 0008 WIDTHS. WGED ' TEKAS WALL R. v TO 'CONTINUOUS LL ANGLE'. ADDED 9STRATE MOUNTING fNL. CHANGED TO EN Ho ANCHORS 5024 WITH OVERLAY RACK CUP 6/ 2 07 JPOATEO MODELS EO IN CHARTS. ATED SPLICE do CUP EOULES. 9/ 06/07 UPDATE MOUNTING AIL ORAWINGS. 10/ 03/07 uPOATEO CHARTS TO IINATE THE USE OF ee CUP (REPLACED HO9ACROSSTHE04/ 11/06 KPANOEO 1-1/2' To 6' DOOR THICKNESS IT UP TO 14' HIGH. 12/ 11/00 UPDATED TITLE IK 6/ 2/10 DATE NAME Wa ® Dalton DRAWN 8/21/07 CRT CHECKED 8/21/07 MRB SHEET 1 OF 2 3395 ADDISON DRIVE P( 85O1474-4-9890RIDA 32514 DRAWING PART NO. 307494 REV. P10 TRACK SUPPLEMENT CHART 2 3/4" f1" EDGE DIST E60XX MIN. 1 8 2-2' 1 /8 V 2- 24 MIN 3/16 THICK STEEL FOR MOUIS 5/16" x 1-5/8" - -WALL ANVLt AG SCREW OR QUIVALENT INTO AIN 2 x 6 N0.2 TRACK CU 3PF (G=0.42) OR - -•- - aETTER 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 ""OUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST, ATTACHED TO SUPPORTING STEEL a, WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( 5 1,• 1 _ IIIA 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP DOOR CLIP #'S FROM BOTTOM TO TOP HEIGHT M, 6, 6, 7, 7, 9 6, 6, 7, 7' g' 9 6 , 6 , 77 , 9, 5, 6, 6, 77, 9, 9, 9, 11 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 5, 6, 5, 7, 7 , 9, 9, 9, 11, 11, 11 5, 6, 6, 7,7, 9, 9. 9, 11, 11, 11, 13 5, 6, 6, 7, 7' 9, 9, 9, 11, 11, 11, 13, 1 DOOR CLIP #'S FROM BOTTOM TO TOP 4EIGHT 4, 4, 4, 5, 6 4 , 4' 4 , 4 , 5 , 6 , 6 4, 4, 4, 4. 5. 6. 6. 7 M4, 4, 4, 4, 4, 5, 6, 6, 7, 7 4. 4 , 4 , 4, 5 , 6 , 6 , 7 , 7 , 9 4 , 4, 4, 4' 5 , 6, 6' 7, 7'9, 9 4, 4, 4, 4, 5 , 6 9, 9, 9 14'- 0" 4, 4, 4. 4. 0, 6, 0, 7, 7, 9, 9, 9, g OR CLIP #'S FROM BOTTOM TO TOP IGHT p" 4, 4, 4, 4, 4, 4 p^ 4, 4, 4, 4, 4, 4, 4 4, 4, 4, 4, 4, 4, 4, 4 4. 4. 4. 4, 4' 4, 4, 4, 4 JOW F•IROATE 011. ESC7PE3121C/ iRRQLtoN, Tx 73oD7 mFC01"' pD0J05"=7DJ TRACK SUPPLEMENT CHAR M,° DE:; 12 12 16 16 18 18 8 8 8 8 10 10 12 12 TE 6 6 6 6 ANGLE 12 JED FORMAT. EO ALLOWABLE IES TO 52. 00 PSF FOR IR WIDTHS. D ' TEXAS WALL TO " CONTINUOUS JGLE'. ADDED CHANCED FORMAT. IEO MODELS 9500 1 5024 WITH OVERLAY TRACK CUP IEDULE. r 5/21/07 UPDATED MODELS TED IN CHARTS. DATED SPLICE h CUP 4ECU1E5. 9/ 05/07 UPDATE MOUNTING TAIL DRAWINGS. T 10/05/07 uPoAIEO CHARTS TO IMINATE THE USE OF IE 15 CUP (REPLACED TH 19 ACROSS THE KPANOED 1-1/2' TO 5' DOOR THICKNESS IT UP TO 14' HIGH. 12/ 11/06 ADDED MODEL 5700. 1TE0 TITLE BLOCK 5/ 2/10 DATE NAME Wagner DRAWN 6/21/07 CRT CHECKEDMR9 922100Dalton3395 ADDISON DRIVE 34SACOLA. FLORIDA 32514 SH 2 DRAWING PART NO. 307494 REV. P10 A Division of Overhead Door Gorporauon 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. Rev. P16 PM 324620 SCHEDULEI 5/16" DIAMETER LAG SCREWS Off. NSF••. i No. 51737 p STATE OF J Qu z 1//i'ON i `,`\\X 1. BASED ON 5/16' DIAMETER LAG SCREWS WITH 1-1/2' O.D. WASHERS WITH A 1-9/32' THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND 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 -161l LOAD PER JAMB - 30psf x 16fU2 a 2401bfR 4. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5 DOOR JAMB TO BE Z(4 OR LARGER NO. 2 GRADE SPF UMBER OR BEETTER MOUNTED TO SUPPORT ST UCTURE ( SPECIFIC GRAVfiY>=0.42) IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2% MINIMUM FASTENER SPACING SHALL BE 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' roved John E. Scates, P.E. 3121 Falrgate Dr. Carrollton, TX 750D7 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPAGINU rem J„MD 1" MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF LOAD PER SPECIFIC SPECIFIC SPECIFIC JAMB (LB/Fr)NOTES GRAVITY - 0.55 GRAVITY - 0.46 GRAVITY - 0.42 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 B 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 Na 360 8 6 Na 380 7 6 Na 400 7 6 Na 420 7 Na n/a 440 6 rya Na 460 6 Na Na 480 6 Na Na 500 6 Na Na 520 Na Na Na 540 Na Na Na 560 Na Na Na 580 Na Na Na 600 Na Na Na 620 Na Na n/a 640 Na Na Na 660 Na Na Na 680 Na Na Na 700 Na Na n/a 720 Na Na Na 740 Na Na Na 760 Na Na Na 760r Na Na Na B00E Na Na Na T;ENaF•. No. MTV p STATE OF : U p fit/ i . l I I 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- 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30PS1 x 16ft/2 - 240lb/it 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-W MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6 DESIGN E DESIGNED OR THE JAMB LOAD LISTED IN ABOVE TABLE ARESPONSIBILITYCALCULATED POF THE I DESIGNER PER NOTENG I3. AND 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 0956:58 -06'DO' John E. 5cates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE 3 3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL.WEIGHT CONCRETE wt i s No. 0737 i i 1k i •p : STATE OF : w p :Q i 0A-'•!COR10P" Ijoss trill 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69' MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHtHWITHAMINIMUMEMBEDMENTDEPTHOF3' AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30ps1 DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16tV2 - 240112/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. E THE SOLE RESPONSIBILITY F THE DING 6 DESIGN E DESIGNED OR THE JAMB LOAD LISTED O LISTED IN ABOVE ABLE AS CALCULATED ILPER NOTE 3. NER AND Digitally signed by John E. Scates, P.E. roved Date: 2015.02.20 09:57:27 -06'00' App John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 SCHEDULE4 3/8" 0 SIMPSON TITEN HD SCREW -ANCHORS No. 51737 O STATE OF : 6 ON A'` III 1 CONCRETE WITHIA MINIMUMPSON EMBEDMENT DEPTH OF 2-314 AND A MINIMUM E GE DISTANCENHDSCREWANCHORWITHA1-V'O.D. WASHER INTO 2yq - UNCRACKED CO 2 MINFILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-314', MINIMUM EDGE ISTANCE OF 4", AND A MINI UM END DISTANCE OF N CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLEWITHAMINIMUMOFTHREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OFJAMBSHALLBEPLACEDAMAXIMUMOF6" FROM THE END OF THE JAMB, 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD - 30psf DOOR WIDTH =16ff LOAD PER JAMB = 30psf x 16fU2 - 2401hIR 5. CHART IS BASED ON 61-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. JAMB TO BE 2x6 OR 6. DOOR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY: =0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE To ACHIEVE MINIMUM 7. ALI, INCREASE FASTENER LENGTH IFMOUNTINGTHESUPPORTSTRUCTURESHALLBETHESOLERESPONSIBILITYOF THE BUILDING D S GNNEERION. AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORSa'SHA L Bb ohLL E. SER MS P.E. MANUFACTURERS WRITTEN INSTRUCTIONS. Digitally 9 Y Date: 2015.02.20 09:58:01-06'00' roved John E. 5cates, P.E. 3121 Falrgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56306/F2203 SCHEDULE5 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR O\\ IISI/// / xGENT,''i No. MTV p : STAM OF JAW II 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHTUNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-1/2' AND A MINIMUM EDGE DISTANCE OF 3'. 2 BASED N MUM EMBEDMENT DEPTH OF 2-12' AND A MINIMUMMUM EDGE DISTANCE OF 4ASHER INTO GROUT FILLED CMU WITH A ONLY ONE ANCHOR PER MASONRY UNITCONCRETEMASONRYUNITSSHALLCONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. DIVIDED BY 2. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) EXAMPLE: DESIGN LOAD - 3017s1 DOOR WIDTH -16ft LOAD PER JAMB a 30psi x 16ft/2 - 2401h/ft 5. CHART is BASED ON 6'-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTUREIFMOUNTINGOVERDRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER B. SAND SHALL BE CREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN I STR CGNEDFORTHEJAMBLOADLISTEDINABOVETABLEAsTIONSPERNOTE4. Digitally signed by John E. Scates, P.E roved Date: 2015.02.20 0958:27 -06'00' App John E. Scates, P.E. 3121 Falrgate Dr. Carrollton, TX 75007 Revision P16 FL PE 51737 TX PE 56308/F2203 w Z 4- i1DRIDA 72574 sw) asp-ssoD No. 5JT3 Dlgltslly signed by John E SMes. P-E Do= 2015.0220 M5853 -06ro0' AM LGTaR n R R A>r V R Y7•/, uDg: YAman o nw wAarr o. mo us No Vol" n M*fo. JAMB CONNECTION sUPPLEMENT I 324620 I P16 9LdI OZ9bZf I 1N3W31ddnS NOLL33NNOO 9Y(tlf A3L 9N lMVd 9MMvw win wzmmw7am;mT=m XLI ClCpiry Il xzwpOMIlBOOii/t1' L'O M ow cm NJtlt MLL 61Mv3m KM MawKLPPIIID@O POD VN eu god mCral A Ij\ svmod- .M°'ymr WdM s aAovalM9MSLLMAYIIQIQI101O1EV! 30iIYR M XM l Gus 1NM I1W76 W 40) !d9 1 • L MR owe mm O'dumLn rtns my urom1o:Ta . L LC 7 NQ A0,90. 9r.6s 0 0rWS Lot -4ea 3'd UMS 3 u4crA9 pau6is,f11e31614 0626- Lt (OS9) 1lsL[ Y0010'u Yl0]KP0d 3AMO NOs100V selr uo1mQ e eM Page 1 of 1 Florida Buitdin Code Online F':CalOA C4:FTN7M Ci Professional Regu a ion dDSE ICL oo>ft dlIIti Business , r domh Product Approval VUSER: PubIC User eyypp > ApPnoUon Use Wiaa' pytjffiLl7LCll> Search Criteria Code Version 2014ALL Application Type ALL Category Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use In HVHZ LL impact Resistant ALL ALL other FL* Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description . Approved for use outside HVHZ Design Pressure 15000 ALL ALL ALL ALL AU - ALL ALL F Tvoe ""-"'tssur rei roved oration Ryan 7. King, P.E. APP Fl 000_R2 Revision Therma-Tru or Doors ( 613) 767-b555 Categoryt rlor Door Assemblies lilstorY Subcategory: SwingingExte..`_...,u.,.eearamrnt4luntrhehssssry• nllaheeateB31391---r+v a 4101111yladLi " _ Rond. oi a,nw et Fledda.:: J'` " E R w s do not send mu The Stabs of Florida b an AA!M v' M response Ta a W are pubic remrds. Ir you do not want Yov rmaa addrrss have any ru, DlraSe mrdact B5pt wD a n unalnaord to p addresses o oa IrY p F,S mjg pr_Wa the Dhghartrrhe>it vdth an ema0 address IfUnderFloridalaw, Irons or by pamtprhal rhos. U you have any W 0 dvbonle ma0 bD thb rohtlty. Lhstrad,e odybv I.201Z, Ilophsees Oansed undo Oop>u 455. addresses ans publZ remrd. if You do not wish to Seddon 455.275(l). Florida `'lob ad way be used for ollldal mnun colon with the Oassee However ble twithonema0addresswhidhanbenodeevadableto the Pubfk• -ro ddvmbm If yah are a ll-nsa v they have one. s ddhes, Plearafta pro'W'the peparbrent OupTv 455, F S .Plant r9dr bl m supply a p Product Appnr'nal Ahxepts: Creditcard Safe 2/1412018 Florida Building Code Online Business & Professional If4 Regulation r BCIS Home l Log In l User Registration l Hot Topics Submit Surcharge Stets 8 Fads Publications l FBC Staff l BCIS Site Map Unks Search do Florida Y Cob— Produd ApprovalIUSER: Public User tlb aIS T Product Approval Menu > Product or Aoolice[ion 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 UPS Manufacturer Validated By, Status FL16103-119 Revision Ply Gem Windows National Accreditation & Management Institute Approved ' MkIaLy Category: Windows 804) 684-5124 Subcategory: Single Hung rPPruyw uY uurn. nPv.w is vY .." a„vn — ,c.,c..c.• .... ,- r, .....•........ - Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: PrivaLy 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 publlc-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 SS0.487.1395. *Pursuant to Section 45S.275(1), Flonda 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: Credit Card Safe https://floddabuilding. org/ pr/pr_app_lst.aspx 1/1 2/14/2018 Florida Building Code OnlineFLORIDAOGRAMUIMOF Business • Professional ra la Bc15 Home I Log In I user Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I FBC Staff I acts Site Map I Unks I Search Florida 1 Product Approval USER: Public user R ' ra Product Aonroval Menu > Product or Aooliration 5earch > plicatlon Ust > Application Detail POFFICE OF THE FL # FL16103-R9 SECRETARY 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://floridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVXQWtDgvyf4 ngAXh 1000gbVYRGITgUSzNzJCVvRgQvjVOzheKNAak3d%3d 1 /3 2/14/2018 Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online 12/21/2017 12/27/2017 FL # Model, Number or Name Description Ply Gem 1500 Single Hung, Non -Impact (Alt. Substrates) 16103.1 Limits of Use Certification Agency Certificate 01-R3 od Approved for use in HVHZ: No FL1610 _gg_C_CAC N1011350 FL16103_B2_C_CAC NI011350.02-R3.{dApprovedforuseoutsideHVHZ: Yes FL16103_32C_CAG_NI011350.04-R3.1& Impact Resistant: No Design Pressure: N/A FL 6 _RU_C_CA&_N1011350 05-R4.Dd Other. Refer to installation detail for sizes, configurations and FL1610 _Q2_C_CAC N1011350.06-R3.12df FL16103_62_C_C6C_NI011350.07-R3.Wf ratings. FL16103_ig2_C_CAC N1011350.08-115-pdf FL1610 _i32_ CAC NI011350.11-R4.pdf FL 3_g2_C_CAC NI011350.16-R3.odf FL16103_R9_C_CAC NI011350.20-R3.odf FL1610 _g2_C_CS_N1011350 21-R3.odf FL1610 _g2_C; _Q6g_NIOI 1350.22-114,pff FL16103_RU_C_CAC NI011350.25-R3.odf L1 0 _I92_C_CAC_NI013370.02.Ddf FL16103_g2_C_CAC NI013370.03.odf FL16103 RU_/C_CAC NI013370.04.pSf- FL16103_pp_y_CAC Nint737n nS nrlf FL16103_Q2_C_CAC NI013370.06.pff Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL1610 _32_P W181-C.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL16103_32_6—E— va R ort-PGW381-C.pdf Created by Independent Third Party: Yes 16103.2 Ply Gem 1500 Single Hung, Non -Impact (As Tested) Limits of Use Certification Agency Certificate FL1610ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes U_4;_C9g;._NI011350.01-R3.udf FL1610 _U_C_CAg__NI011350.02-R3.odf FL16103_32_C_CAC_N1011350.04-R3. dfImpactResistant: No Design Pressure: N/A FL _82_C_CAC NI011350.05-ELP-0f Other. Refer to installation detail for sizes, configurations and FL16103_B2_C_CAC_NI011350.06-R3.odf ratings. FL16103_B2_C_CAC _N1011350.07-R3.odf FL16103_R9 C CAC NI011350.08-RS.Ddf FL1610 _32_CCQ/_C_NI011350 11-R4.od FL _l32_ ,_"A _N1011350.16-R3.odf FL16103_U N1011350.20-111p & CAC FL1610 _132_C_CAC NI011350.21-R3.odf FL16103_R9 C_Q6g_NI011350.22-R4.udf FL1610 NI011350.25-R3.odfg2_C_CAC FL16103_Rq_C_CAC NI013370.02.Zdf FL16103_9$_C_C6C ":I013370.03.udf FL1610=C_C9C—NI013370.04.odf FL16103_B2_C_CA—N1013370.05. odf FL16103_g2_C_C6C NI013370.06.odf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL161 3_92_Il PGW198 AS TESTED.odf 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 _ FL161Q3_B2_C_CAC _NI011350.12-R2.Rdf FL1610 14-R2.odf Approved for use outside HVHZ: Yes 32_CCiC_NI011350 FL16103_B2_C_CAC_NI011350.24-R2.odfImpactResistant: Yes Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Refer to Installation detail for sizes, configurations and ratings. Installation Instructions L16103_32_ILPGW 183-B.po[ Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports QvjVOzheKNA%3d%3d 213 https://Floridabuilding.org/pr/pr_app_dll.aspx?param=wGEVXQwtDgvyf4 ngAXh 1000gbVYRGITgUSzNzJCVvRg 2/14/2018 Florida Building Code Online FL16 _U_9F_EvalReeort-PGW383-B,pd 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 FLl _Rg2_C_CC_NI011350.12-112.D-0 Approved for use outside HVHZ: Yes FL1610 r _CAC NI011350.14-R2.Ddf Impact Resistant: Yes FLl 1 _gs C_CACNI011350.24-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_gg_i _PGW184 AS TESTED.pig 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. Cop ri_ght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395, 'Pursuant to Section45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: 0 ® KMc1 Credit Card Sate https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITqUSzNzJCVvRqQvjVOzheKNAa/o3da/o3d 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 SMALL 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 1-112' 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 110-15596-1 8 -2. 110-15597-1. 110-15598-I, 110-15599-1 8 -2, 110-15600-1. 110-1601-1, 110-15602-1, 110-15605-1, 110-16027-1, 110-16028-1. 110-16245-1, 110-19262-1, 110-19348-1 THRU -5. 13. DESIGNATION 'X' IS FOR OPERABLE PANEL AND '0' IS FOR FIXED PANEL. 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4'. FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP. FL 16103.1 SIZE CHART OVERALL SIZE MAX DESIGN PRESSURE GLAZING TYPE / CONFIG. WIDTH HEIGHT 35-15116' 66, 50/- 50 PSF TYPE GI / EVEN SASH 40' 72' 50/- 50 PSF 40, 72' SO/- 50 PSF 52-114, 62' 50/- 50 PSF 53' 77.1/6' 50/• 50 PSF 44• n•ve• 40/- co PSF 53' 40/- 60 PSF 35-15116' 3S7- 35 PSF 35-15116' P95-15116' 50/- 50 PSF 4e-1116' 30/- 35 PSF TYPE GI/ ORIEL SASH4114116' 25/- 30 PSF 44•1116' 40/- 40 PSF TYPE G2 / EVEN SASH 36-1116' 74-1116' 50/- 50 PSF 35-7116' 73-112, 35/- 35 PSF 35-15116' 61 15/16' 35/• 35 PSF TYPE G3 / EVEN SASH 35-112, 73-1/2' 30/- 30 PSF 40-1116' 72' 25/- 35 PSF 43.15116' 77-I/6' 25/- 25 PSF TABLE OF CONTENTS SHEET SKEET DESCRIPTION I INSTALLATION 6 GENERAL NOTES 2 ELEVATIONS 6 ANCHOR SCHEDULE 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS S GLAZING DETAILS TABLE I: INSTALLATION FASTENERS TABLE Lucas Tumer 2017-12-20 03:31+19:00 ID I SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN EDGEDISTANCE FIN INSTALLATION A 2X MIN. SPRUCE -PINE -FIR WOODG=0.42) 116 8 WOOD SCREW 1-1/2' 1 7/16' B GAUGE (0.0601 STEEL 36 KSI MIN. I 810-16 SELF DRILLING SCREW FULL. PLUS 3 7/16' OR 1/0' ALUM. 6063-T5 MIN. EKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. FRAME OR CLIP INSTALLATION C CONCRETE (2 KSI MIN.) 3/16' ITW TAPCON 1-112' 1-1/8' D HOLLOW OR GROUT -FILLED CMU117PCFMIN.) 3/16' ITW TAPCON 1' 2' E 2X MIN. SOUTHERN PINE WOODG=O.55) 3116' ITW TAPCON 1-3/8' 7/8' F 2X MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-3/8' 7/6' G=0.55) G 16 GAUGE (0.0601 STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW IFULL, PLUS 3 I/2' OR 1/8' ALUM. 6063-T5 MIN TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. NOTE: ALL SCREWS AND TAPCONS SHALL HAVE MOD. TRUSS. PAN, OR HEX WASHER HEAD. 0.42' MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS. 0.355' MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. f: Ply Gem• 433 N -9 ST.. ro a" 539. HOCHY HOLM. VA AOL Fit. 34"BL-ow FILS46.44M43 Q N o 0 W a o F j o cp No - c Fi Z Zo 3 i 0 C +W i d o iW m N Z W QLcr H u o a z fA W o r W_ C u O r r z0: u S CA O W W J d a ISO lorl INZ I J r No 58201 9' pQ: STATE OF kr 12/19/2017 LUCAS A. TURNER, P.E. FL PE / 58201 TURNER ENGINEERING do CONSULTING. INC. COA / 29779) 1239 JAB.W AVE. NORTH PORT. FL 34288 PH. 941-380-1574 DWG 1F: PGW181 SHEET: I OF 5 4' FROM 8-I/2' l rCORNER, TYP. O.C.. TYP• UNIT MAX. WIDTH SEE SIZE CHART, SHEET I r TYPICAL ELEVATION EVEN SASH 4' FROM rCORNER. TYP. 8-1/2' C., TYP INSTALLATION ANCHOR. TYP. UNIT MAX. WIDTH SEE SIZE CHART, -{ SHEET I TYPICAL ELEVATION ORIEL SASH 6' FROM 15 CORNER. TYP. D.C.' 6' FROM 1 TYP. CORNER, TYP. 12O.0 . 'e I T TYP. INSTALLATION) ANCHOR. TYP. L2' EACHSIDE OF MTG. RAIL CENTER, TYP. EXTRA ANCHORS CIRCLED LOCATIONS) --, REQUIRED FOR ALL WINDOW WIDTHS OVER 44-1/16' INSTALLATION T1V ANCHOR, TYP. 4- FROM EXTRA ANCHOR LOC. TO IO.C.T 1 NEAREST STANDARD LOC.. J TYP. ANCHOR LAYOUT ANCHOR LAYOUT FL 16103.1 FIN INSTALLATION FRAME INSTALLATION NOTE, MAXIMUM ORIEL UNIT FIXED O.L.O. HEIGHT IS LIMITED TO 50-7/8'. 15' D. C.. 6' FROM TYP. CORNER. TYP. 12' O.C.. T Aln T EXTRA ANCHORS TYP. uO( MARKED W/'X') REQUIRED FOR ALI WINDOW WIDTHS OVER 44.1/16' L 2' EACH SIDE OF r MTG. RAIL J 7r 4' FROM CENTER, U EXTRA ANCHOR TYP. c"x° LOC. TO NEAREST STANDARD LOC., TYP. 6' FROM INSTALLATION CORNER, TYP. ANCHOR AT CLIP, TYP. ANCHOR LAYOUT CLIP INSTALLATION fu' Ply Gem as N NUN aT . r0 IIw ear. NocNr NaWwT, AI: 34"m w IA: 7a>aµJW W O O p0 N Oo NS iz3 N o Z OH d o d u . N V. G(A AAA W N Z- N C F N- N v LL O LL== W N W u O O AAAa:! r = N O W 0 Is . iLui 'A o a N E x u z u Ia G 93: No 58201 ' 11 95 BTATE OF : 12/ 19/ 017 LUGS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING k CONSULTING. INC. COA / 29779) 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941-380-1574 OWG PGW181 SHEET: 2 OF G MIN. EMBED. SEE TABLE I, SHEET I Y ERS MIN. EDGE GIST. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE 1, SHEET I p Y Gem• I WINDOWS INSTALLATION ANCHOR SUBSTRATE SEE TABLE I, SHEET I B OTH 433 N. MWN ST , ro SOS SSS. SUBSTRATE ROCKY Mavrt. VA nw BY OTHERS,MIN. EMBED. MIN. EDGE DIST. rM xaaW.-*xs y:;' SEE TABLE 1, SHEET 1 SEE TABLE 1, SHEET 1 w 0 0SILICONECAW( SILICONE CAULK /. ! SEE NOTES 14 6 15. SEE NOTES 14 6 15. SHEET I a u u c SHEET I m J j 1VJ 1/4• MAX. MAX. i — SHIM SPACE SHIMSNIM SPACE a SEE GLAZING 0z 3 DETAILS SHEET 5 i ' i z j _ SEE GLAZING SEE GLAZING x w a. o DETAILS SHEET 5 DETAILS SHEET 5 wrKH Ns AEXTERIORINTERIOR EXTERIOR INTERIOR Z a G @- z g VERTICAL SECTION C VERTICAL SECTION t uua yr o W O 3 HEAD \ 3 HEAD x o BRICKMOULD FRAME - FIN INSTALLATION BEVELED FRAME - FRAME INSTALLATION a 04 SEE GLAZING\ DETAILS SHEETS SEE GLAZING / F Z a m u W1- o c Cc z 4AE rm cx J yat- Z DETAILS SHEET 5 I SEE GLAZING I DETAILS SHEET 5 VERTICAL SECTION ; a; AINT \ L 1 INTERIORINTERIOREXTERIOREXTERIOR - I _ a a Tnaq 0 _DREW I 3 METYPICALRAIL I ,,GB°`'•`T','• No 58201 '`9$ 5/16• MIN. I/4' MAX. ' %'P STATE OF .1w1 SILICONE CAULK SHIM SPACE MIN. EDGE DIST. O SHIM SPACE l 0V'• 2i`pp•0..L•.•14SEENOTES14615, SEE TABLE I, p NA •`` SHEET 1 SHEET I SILICONE CAULK___— SEE NOTES 14 6 15, SHEET I f MIN. EMBED. 12/19/2017 SEE TABLE I, SHEET 1 LUCAS A. TURNER, P.E. SUBSTRATE SUBSTRAT a` FL PE / 58201 BY OTHERS BY OTHERS INSTALLATION ANCHOR TURNER ENGINEERING k SEE TABLE I, SHEET I CONSULTING, INC. COA 9 29779) INSTALLATION ANCHOR 1239 JABARA AVE. MIN. EDGE DIST. SEE TABLE 1, SHEET I MIN. EMBED. NORTH PORT, FL 34288 SEE TABLE 1, SHEET I SEE TABLE 1, SHEET 1 PH. 941-380-1574 DWG IF. VERTICALA SECTION p VERTICAL SECTION PG W 181 FL 16103.1 3,1BRICKMOULOFRAME`CUP INSTALLATION 3 BEVELED FRAME! FIN INSTALLATION SHEET: 3 OF C MIN. EMBED. SEE TABLE 1. SHEET I IJ4' MAX SHIM SPACE INTERIOR MIN. EDGE GIST. SEE TABLE 1. SHEET I SEE GLAZING DETAILS SHEET 5 SUBSTRATE BY OTHERS INSTALLATION ANCHOR I SEE TABLE I. SHEET I EXTERIOR E HORIZONTAL SECTION SILICONE CAULK L JAMB SEE NOTES 14 8 15, SHEET BRICKMOULO FRAME - FRAME INSTALLATION MIN. EMBED SEE TABLE I, SHEET I 114' MAX. SHIM SPACE MIN. EDGE GIST. 5116' MIN. INTERIOR SEE TABLE 1. SHEET I SEE GLAZING INSTALLATION ANCHOR DETAILS SHEET 5 SEE TABLE I, SHEET I SUBSTRATE 1 BY OTHERS EXTERIOR SILICONE CAULK SEE NOTES 14 8 15, SHEET I G HORIZONTAL SECTION 4 JAMB BEVELED FRAME - CLIP INSTALLATION FL 16103.1 MIN EDGE GIST. IJ4' MAX. SEE TABLE 1. SHEET I P,y Gem• SHIM SPACE ff SUBSTRATE fo 4 BY OTHERS INTERIOR INSW M. MYN ST. F/ I016". 1. SHEEANCHT ISEETABLEI, SHEET ISEETABLE ROCKY Mavrt. VA 2WI MIN. EMBED. PH • 54046143.0 Fx.545.4"-"U SEE TABLE I, SHEET I 1 w O SEE GLAZING o DETAILS SHEET 5 i e 02Zf Z a f 7u d a X3EXTERIORW SILICONE CAULK 0 a i 4 o HORIZONTAL SECTION SEE NOTES 14 8 I5. SHEET I N ZFO of a 4 JAMB n fA u u a BRICKMOULO FRAME - FIN INSTALLATION w u zo w 0 H u f• 3 Z Uj g a F ap Q i H Z a m uF MIN. EMBED. Ili.' MAX. SEE TABLE 1• SHEET I ui ' m Ht- o Z N amLU HYc (- SHIM SPACE 00 o f u y Z SUBSTRATE INTERIOR BY OTHERS i, INSTALLATION ANCHOR I IP;j ORELVJT SEE TABLE 1, SHEET I SgZpJ I EDGEIS O`5 SEE TABLE 1 1111004414111 SEE GLAZING DETAILS SHEET 5 12/19/2017 LUCAS A. TURNER, P.E. e FL PE If 58201 TURNER ENGINEERING k CONSULTING, INC. EXTERIOR COA 29779) SILICONE CAULK 1239 AVE. SEE NOTES 14 G 15. SHEET 1 PORT. NORTH POORE.. FFL34288 PH. 941-380-1574 H HORIZONTAL SECTION DWG IF: 4 JAMB P G W 181 BEVELEDFRAME -FRAME INSTALLATION SHEET- J OF 5 PLY GEM WINDOWS SERIES 15001NTEGRAL MULLED WINDOW lf."ply INSTALLATION NOTES: I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 012 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 SHIHIS). 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 66 WO SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO. FOAM. BRICK VENEER. AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 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 35. FL 16103.2 NON -IMPACT) AS TESTED GENERAL NOTES 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO OOMPLY WITH THE CURRENT FLORIDA BUILOING CODE (F6Q. EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WOMA/CSA IOI/IS.Z/A440-05/06 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. 1X AND ZX SUCKS (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 CONOTTIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. S. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6 WINDOW FRAME MATERIAL' PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS OVERALL SIZE MAX. DESIGN PRESSURE UNIT TYPE MISSILE IMPACT RATING WIDTH HEIGHT 72-1/2' GO- SO/- 60 PSF TWIN NON -IMPACT 60-1/r 71.15/16- 50/- SO PSF 61.41w 77-IIW 40/- 40 PSF 109' 60- 445/- 65 PSF TRIPLE109-1116' 74-1/16- 25/- 33 PSF 121-1116' 77-1/16- 45/- 45 PSF NOTE Set SMEE1 9 rOM ALL. MLM1LI11W w 11-11- TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION 6 GENERAL NOTES Z ELEVATIONS y ANCHOR SCHEDULE 4 VERTICAL SECTIONS 5 1 HORIZONTAL SECTIONS 6 1 COMPONENTS. BILL OF MATERIALS. 6 GLAZING DETAILS 421 N MMM ST.. r0 SOX 056 IROCKYMOUNT. VA 24151 PH: 540464.6346 rK u0A14-6663 OWLu i 1 zC J Z ~ a C7 UW NIOUo zo3 z Q GuX W w Q o Lu_ 0-' LL 1/X H 0 as lui0 w Iz le C' 1: V IN Z I 0WHNWH fAQ DWG N: PGW198 SHEET: I OF 6 UNIT MAX WIDTH 12q' D.L.O MAX. WIDTH 355' 8 C L 4 c S E UNIT MAX. 5 HEIGHT 77 6' FL 16103.2 4466 TYPICAL ELEVATION TRIPLE UNIT SERIES 1500 INTEGRAL MULLED WINDOW QUALIFIED UNIT TYPE CONFIGURATIONS TWIN UNITS 00 TRIPLE UNITS 000 F 5 D.L.O. MAX. HEIGHT 74- UNIT MAX. HEIGHT 77j' NOfE• SEE SHEET 3 FOR ANCHOR LAYOUTS 6 SCHEDULE OF ALL QUALIFIED UNIT SIZE AND DESIGN PRESSURE COMBINATIONS. UNIT MAX WIDTH E6t' D.L.O MAX. FWIDTH 37' 6 6 TYPICAL ELEVATION TWIN UNIT f: P I y 433 N. MAIN ST.. Tw BOX rig ROCKY MOUNT. VA A101 Te 54"44.6s13FR. 34W 4dN] W a e O N L ZO Z4 a 17 KO Z WWO 0d o in = NW C K a' 2 C a0 8 V 11, < I I' li Z I OWI— V) WI— VfQ PGW198 ET: 2 OF L 4' FROM 4' FROM CORNER. TYP. 6' O.C., INSTALLATION I I- TVv /-ANCHOR, TYP. TYPICAL ELEVATION FIN INSTALLATION 121-1/16' x 77-1116' UNIT SERIES 1500 INTEGRAL MULLED WINDOW - ANCHOR SCHEDULE UNIT SIZE UNIT TYPE DESIGN PRESSURE INSTALLATION TYPE 6 ANCHOR SPACING WIDTH MEI6HT FIN FRAME CLIP HEAD JAMB SILL HERO JAMB SILL HEAD I JAMB SILL 72 1/2' 60' TWIN 50/-60 PSF 8.00' 8.00' 8.00' MIDSPAN MIDSPAN 18.00" 18.00' 16.00' 15.00' 801/2' 71 15/16' 50/-50 PSF 6.00' 8.00' 8.00' MIDSPAN MIDSPAN 16.00" 16.00- 16.00' 18 00- 84 1/4' 77 1/8' 40/40 PSF 8.00' 6.00' 8.00' MIDSPAN MIDSPAN 15.00" 16.00' 16.00' 18.00' 109' 60' TRIPLE 45/-65 PSF 8.00- 8.00- 8.00' MIDSPAN MIDSPAN 16.00" 16 00' 16.00' 18.00' 109 V16' 741/16' 25/-35PSF 8.00- 8.00' 8.00' MIDSPAN MIDSPAN 18.00" 15.00' 16.00' 15.00' 121 1/16' 77 1/16' 45/-45 PSF 8.00' 8.00' 8.00' MIDSPAN I MIDSPAN 1 16.00'2 18 00- 16.00' 18 00- I. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LI52E0 bPAWNU IS WALlricu 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 5' FROM { 6', TYP. { MIDSPAN. CORNER, TYP. ll)or I 7 51' FROM CORNER, TYP 1- MIDSPAN. TYIP. 1 6' FROM CORNER. TYP. _. TYPICAL ELEVATION FRAME INSTALLATION 84-1/4' x 77-1/6' UNIT u u 16TYP CORNEROTYP. TYPICAL ELEVATION CLIP INSTALLATION 64-1/4' x 77-1/8' UNIT INSTALLATION ANCHOR, TYP. JSTALLATION ANCHOR AT CLIP, TYP 6' FROM CORNER, TYP. 3-T 16' O.C.. TYP. INSTALLATION ANCHOR AT CLIP, TYP. f; Ply GenWINDOW 433 N. NAIN ST.. PO SOIL SSP ROCKY MOU T. VA 24151 PH. 540i66.6214 Fx 540au-6663 W tl- I.- C' Q O V oo r = O CO J Z 3 IcLi Icglu Icn I PGW198 SHEET: 3 OF L 0 CONCRETE/ MASONRY CONCRETE/ MASONRY 11/2' MIN. BY OTHERS 3/4' MIN. BY OTHERS EMBEDMENT INB WOOD SCREW CAULK BETWEEN EDGE DISTANCE INSTALLATION ANCHOR CAULK BETWEEN AB WOOD SCREW CONCRETE/ MASONRY 6 2X CONCRETE/ MASONRY 6 2X ' INSTALLATION ANCHOR •: WOOD BUCK BY OTHERS WOOD BUCK BY OTHERS `a . ' 2X WOOD BUCK `a I I/2' MIN. 2% WOOD BUCK •' BY OTHERS EMBEDMENT BY OTHERS 3/4- MIN' EXTERIOR FINISH EXTERIOR FINISH EDGE DISTANCE BY OTHERS BY OTHERS SILICONE SEALANT SILICONE SEALANT BY OTHERS BY OTHERS I/4' MAX. Ill.' MAX. SHIM SPACE a SHIM SPACE 4 O.A. 4 O.A. I I UNIT UNIT ` 3 HEIGHT ` SEE GLAZING HEIGHT SEE GLAZING DETAILS SHEET 6 / DETAILS SHEET 6 EXTERIOR INTERIOR EXTERIOR INTERIOR g VERTICAL SECTION 4 HEAD - STEEL STUD BRICKMOULD FRAME - FIN INSTALLATION SEE GLAZING DETAILS SHEET 6 EXTERIOR INTERIOR O.A. / UNIT I HEIGHT 3Al 5 M l SPSHIMSPACESHIM SILICONE SEALANT BY OTHERS 1 1/2' MIN. EXTERIOR FINISH EMBEDMENT BY OTHERS 2X W000 BUCK BY OTHERS CAULK BETWEEN I dam; a; a ifB W000 SCREW JCRETE/ MASONRY 6 2% INSTALLATION ANCHOR WOOD BUCK BY OTHERS 3/4' MIN. CONCRETE/ MASONRY J EDGE DISTANCE BY OTHERS q VERTICAL SECTION 4 SILL-MASONRY/CONCRETE FL 16103.2 BRICKMOULD FRAME - CUP INSTALLATION C VERTICAL SECTION 4 HEAD - STEEL STUD BEVELED FRAME - FRAME INSTALLATION SEE GLAZING DETAILS SHEET 6 EXTERIOR lo INTERIOR O.A. 3 I UNIT HEIGHT 20 I MAX. SHIM SPACE B 3/4' MIN. EDGE DISTANCE SILICONE SEALANT BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK ; BY OTHERS a CAULK BETWEEN CONCRETE/ MASONRY 6 2X • I IN • W000 BUCK BY OTHERS EMBEDMENTMEDMENT 86 W000 SCREW CONCRETE/ MASONRY INSTALLATION ANCHOR BY OTHERS D VERTICAL SECTION 4 SILL - STEEL STUD BEVELED FRAME - FIN INSTALLATION Ply GemWINDOWS 433 N NUN ET.. IO sox 339 RKRY MARRY. VA 24131 N 060454•6us vx: SL"u-6663 w a o o N Ei 00 J F H W a V H uua z w O W ZO_ QN EN > C w w 0 d' LL A C 0 i - lcoLi N1:; I= iuzNI 0wFNwF- 0Q W198 4 of 6 1 1/2' MIN. EMBEDMENT 8 WOOD SCREW I/4' MAX INSTALLATION ANCHOR SHIM SPACE INTERIOR I ' - ", 3/6' MIN. \ EDGE DISTANCE .' SEE GLAZING j DETAILS SHEET 6 CONCRETE/ MASONRY d• BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X IWOODBUCKBYOTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH , v : EXTERIOR BY OTHERS O.A. SILICONE SEALANT UNIT WIDTH BY OTHERS E HORIZONTAL SECTION S JAMB-MASONRY/CONCRETE BRICKMOULD FRAME - FRAME INSTALLATION 1 1/2' MIN. N8 WOOD SCREW EMBEDMENT INSTALLATION ANCHOR I 1/4' MAX. I~ SHIM SPACE 3/6' MIN. •' INTERIOR EDGE DISTANCE 6 a SEE GLAZING CONCRETE/ MASONRYDETAILS SHEET I BY OTHERS CAULK BETWEEN ~ CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK 1 BY OTHERS v I EXTERIOR FINISH ~ _ BY OTHERS SEETE E%RIUR DETAILS SILICONE SEALANT 2 O.A. BY OTHERS UNIT WIDTH G HORIZONTAL SECTION JAMB - MASONRY/CONCRETE FL 16103.2 BEVELED FRAME • CUP INSTALLATION S8 WOOD SCREW INSTALLATION ANCHOR PlyGem• 3/ 4' EDGE • CONCRETE/ MASONRY WINDOWS DISTANCE BY OTHERS INTERIOR CAULK BETWEEN 433 N. MUN ST.. FO w3 $39 CONCRETE/ MASONRY 6 2% Na6Y Mouxr. VA 24131 WOOD BUCK BY OTHERS PH. x0+64+344 F3 340d644683 SEE GLAZING DETAILS SHEET 6 • I I/2' MIN. o v•. EMBEOMENT Q oN C L O Zm J a 3 1 2% W000 BUCK a I BY OTHERS o E%I IRIOR FINISH I o Z BY OTHERS J W QNd EXTERIOR cc SILICONE SEALANT U BY OTHERS Z c W D.A. N_ o UNIT WIDTH N F HORIZONTAL SECTION W JAMB- STEELSTUD 5N a BRICKMOULD FRAME - FIN INSTALLATION d H HORIZONTAL SECTION S INTEGRAL MULLION TYPICAL ZING SHEET 6 a LLJI- NwHVf QPGW198 SHEET: 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 II FIXED SILL PVC PLY GEM WINDOWS OBRICKMOULD ANCHOR CLIP O BEVELED ANCHOR CLIP PVC PVC 0.282' J 0.06 0.262' J o.065 MULLION REINFORCEMENT FIXED SILL10STEEL (D PVC FL 16103.2 OBRICKMOULD FRAME PVC 3.53' 3.6e7' 0 065' TYP OGLAZING BEAD PVC 0. I OBRICKMOULD SILL O BEVELED SILL PVC PVC E 3 56' 0.065' I 0.065' TYP. TYP. T} 1— 1.852' 0.06' L NOTE: USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. 7/5' O.A. INSULATED ANNEALED EXTERIOR — GLASS UNIT BEVELED FRAMET 2FPlyGem- PVC wINDGws Imo— 3.402' uy nua a sr . ro sox ssoamMover. o24131 m 34Od34-634.4 F3: 360484-6663 3.e12' m a o o tV OTMP ' m a Z G Q3 s J O FRAME COVER PVC 3 Z c N j V 7 a 2.006' Y e a 4 a u k' ou tu u 0.06e' Z o c N o INTEGRAL MULLION mwN H E9PVCOWWatoLL tung 0.06' u iP I I 3.402' a H ci z Q W N mQ m Z m Y WJ H UoN3:U ZN 5.124• 1/2' MIN. TYP. , I I/2' MIN. TYP. GLASS BITE \ i INTERIOR GLASS SITE DOW 995 COMPRESSION SILICONE GLAZING DETAIL 1 GLAZING TAPE FOR USE IN ANY LITE FIXED OR SASH) 7/8' O.A. INSULATED I{ ANNEALED O F I GLASS UNIT 47wEXTERIOR 14, a INTERIOR GLAZING DETAIL 2 FOR USE IN SINGLE HUNG OWG #: FIXED LITES ONLY P G W 19 8 SHEET: 6 OF 6 2/14/2018 Florida Building Code Online u FLORIDA DffPAQWINT OP Business & Professional Regulation BCIS Home Login l User Registration l Hot Topic Submit Surcharge Slats B Facts Publications FBC Stall SOS Site Map Links Search b a r 0 Product Approvaldtj USER: Public User tlazr7yqu'a Product Aooroval Menu > Product or AnRlicatlon Search > Application List r•, Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product' Model, Number or Name Approved for use in HVHZ Impact Resistant Other 2017 FL# 16104 ALL Product Manufacturer ALL ALL Subcategory ALL ALL Compliance Method ALL ALL Quality Assurance Entity Contract Expired ALL ALL Product Description ALL ALL Approved for use outside HVHZ ALL ALL Design Pressure ALL ALL Searchi Results ADDlications P14A Iypg Manufacturer Validated By, Status FL16104-R4 Revision Ply Gem Windows National Accreditation &Management Institute Approved Category: Windows 804) 684-5124 to Subcategory: Fixed b w- one anA rnr rhn rrmmlsslon If neCe55arY. Approved by DSPR. Approvals by DBPR shall be reviewed and retlfied y t contact us :: 2501 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. •''^`•'-^^-7-2013 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 electronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can bema eavailhlavailable to the public. To determine If you are a licensee under Chapter 455, F.S., please dick Product Approval Accepts: Credit Card Safe 1n https://floridabuilding.org/pr/pr app_Ist.aspx 2/14/2018 Florida Building Code Online U Professional . 1 r BUS Home I Log In I User Registration I Hot Topics I Submit Surcharge I stats a Facts I Publications I FBC Staff I BUS Site Map I Unks I Search diDFlolida r Product Approval USER: Public User L at0hTTrr. VJ Product Aonroval Menu > Product or AooliraGon Search > Sooliutlon 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/l.S.2/A440 2005 AAMA/WDMA/CSA 101/l.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:/Ifloridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXhlOwfMlaS*/o2bmis69%2bu%2b9HkgEWvjtUoll4FUa/o2W/*3da/o3d 1/3 2/14/2018 Florida Building Code Online Date Validated 12/21/2017 Date Pending FBC Approval Date Approved 12/27/2017 Summary of Products FL it Model, Number or Name Description Ply Gem 1500 Fixed Window, Non -Impact (Alt. Substrates) 16104.1 Certification Agency Certificate Limits of Use Approved for use In HVHZ: No LF .161044_M_ Cam _ I011337.02-R2.ogf FL16104_aS_ "'r011337.03-Rl.Ddf Approved for use outside HVHZ: Yes FL16104_aj_,_CAC NI011337-R1j& Impact Resistant: No Quality Assurance Contract Expiration DateDesignPressure: N/A Other: Refer to installation detail for sizes, configurations and 11/30/2022 Installation Instructions ratings. FLl 104 R4 II PGW177-B.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL16104 R4_AE EvaRe Ort-PGW177-B.D Created by Independent Third Party: Yes Ply Gem 1500 Fixed Window, Non -Impact (As Tested) 16104. 2 Certification Agency Certificate Limits of Use Approved for use in HVHZ: No FL 610 _RM__CAC NI011337.02-R2.Ddf F. 61610 ApprovedforuseoutsideHVHZ: Yes 64_rCAr_NI011337.03-R1,l2 FL16104_ M_r_CAC NI011337-R1.odf Impact Resistant: No quality Assurance Contract Expiration Date DesignPressure: N/A Other: Refer to installation detail for sizes, configurations and 11/30 Installation022Instructions ratings. FL 104_R4_Il PGW178 AS TESTED.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Ply Gem 1500 Fixed Window, Impact (Alt. Substrates) 16104. 3 Certification Agency Certificate Limits of Use Approved for use in HVHZ: No N 11337.04-R2.odf FL16104_64_.-.S@ J9 _ quality Assurance Contract Expiration Date ApprovedforuseoutsideHVHZ: Yes 022 Impact Resistant: Yes Design Pressure: N/A Installation detail for sizes, configurations and Installation Instructions InstallationL 4_R4 L PGW179-B.Ddf Other: Refer to Verified By: National Accreditation & Management Institute ratings. Created by Independent Third Party: Evaluation Reports FL16104 - BA-va Re ort-PGW179-B.odf Created by Independent Third Party: Yes Ply Gem 1500 Fixed Window, Impact (As Tested) 16104. 4 Certification Agency Certificate Limits of Use Approved for use in HVHZ: No FL16104_gq_df C6C_NI011337.04-R2.o Quality Assurance Contract Expiration Date ApprovedforuseoutsideHVHZ: Yes 022 Impact Resistant: Yes Design Pressure: N/A Installation Instructions InstallationTESTED Ddf Other: Refer to installation detail for sizes, configurations and 153 Verified B 4 : NaPGW180 AS National Accreditation & Management Institute ratings. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 84D-487-1824 The State of Florida Is an AA/EEO employer. CoovAaht 2007-2013 State of Florida.:: Prhoty Statement :: Acc•sslbllity 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 tothisentity. 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 4S5, F.S. must provide the Department with an email address If they have one. The (malls provided may be used for official communication with the licensee. However email addresses are public record. Ifou do not wish to supply a personal y address, please provide the Department with an email address which can be de available to the public. To determine If you are a licensee under Chapter 455, F.S., dick Product: Approval Accepts' 1260® httos: l/ floddabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlowfMlaS%2bmis69%2bu%2b9HkgEWvjtUo114FU%2fw%a3d%3d 213 2/14/2018 Florida Building Code Online Credit Card Safe https://Floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl0wfMlaS%2bmis69%2bu%2b9HkgEWvjtUoll4FU%2W/*3d%3d 3/3 PLY GEM WINDOWS SERIES 1500 FIXED WINDOW (NON -IMPACT) NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REOUIRES THE USE OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS). 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3' SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-1/2' THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH INSTALLATION. 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4'. SHIMS SHALL BE LOAD -BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112 AND IS NOT ADDRESSED BY THIS DOCUMENT. 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300. 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 11. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED TESTING LABORATORIES 110-15589/90/92/95-1 13. DESIGNATION '0' IS FOR FIXED PANEL. 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4'. FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP. FL 16104.1 SIZE CHART OVERALL SIZE REQUIRED GLASS TYPE MAX. O.C. SPACING. FRAME OR CLIP ANCHORS MAX. DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT 45-116, 96' ANNEALED 14-I/2' 55/- 55 PSF NON -IMPACT72' 96' TEMPERED 12, 440/- 45 PSF 120-I/Ib' 56, TEMPERED 13.1/2" 45/- 50 PSF TABLE OF CONTENTS SHEET DESCRIPTION INSTALLATION 6 GENERAL NOTESrELEVATIONS ANCHOR SCHEDULE VERTICAL SECTIONS 6 GLAZING DETAIL HORIZONTAL SECTIONS TABLE I: INSTALLATION FASTENERS TABLE f: Ply Gem- 433 N MAIN ST.. PO BOX 359. ROCKY MOUNT. VA 24151 PH. s40.464.6345 FX: 5404.64.6653 o ? $ P1=-[T W t J 01 0 z CL 0 0 VN x F p Z p J 0 N f N Lu — W W C C N 3 LUC85 Tumer Nr i 2017-12-20 .v m m a F 03:37t19:00 o N S N z ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN EDGEDISTANCE FIN INSTALLATION A ZX MIN. SPRUCE -PINE -FIR WOOD 08 WOOD SCREW 1-1/2' 7/16' G=0.42) 16 GAUGE (0.060') STEEL 36 KSI MIN. SI0-16 SELF -DRILLING SCREW FULL. PLUS 3 7/16. e OR 1/5' ALUM. 6063-T5 MIN EKS/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 WOODG=0.55) 3/16' ITW TAPCON 1-3/8' 7/8' F 2X MIN. SOUTHERN PINE WOOD 610 WOOD SCREW 1-3/8, 7/8' G=0.55) G 16 GAUGE (0.060') STEEL 36 KSI MIN. NI0-16 SELF -DRILLING SCREW FULL. PLUS 3 1/2' OR 1/8' ALUM. 6063-T5 MIN. TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. NOTE: ALL SCREWS AND TAPCONS SHALL HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD, 0.42' MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS, 0.355- MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. J: No S8701 13% STATE OF ?WZ' NA1.E.`. hnupa" zz 12/19/2017 LUCAS A. TURNER. P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. COA P 29779) 1239 JABARA AVE. NORTH PORT, FL 34285 PH. 941-380-1574 WG N: PGW177 iHEET: I OF / I T- 6' FROM CORNER, TYP. INSTALLA ANCHOR, FL 16104.1 UNIT MAX. WIDTH SEE SIZE CHART. SHEET I TYPICAL ELEVATION MAX D.0 . SEE CHART, SHEET I ANCHOR LAYOUT FRAME INSTALLATION W FROM CORNER, TYP. 1 r- o ,• TYP. ` I r --f nOn Ply Gem• WINDOWS 433 N. MAIN ST.. PO BOX 559. 4' FROM ROCKY MOUNT. VA 24151 CORNER, TYP. PH 540-464-6348 FX: 540.484.6653 Q 8-1/2' G.C.. TYP. INSTALLATION ANCHOR LAYOUT ANCHOR, TYP. FIN INSTALLATION MAX. O.0 . SEE CHART, 6' FROM SHEET 1 CORNER, TYP. aOn MAX O.C., SEE CHART. SHEET I 6' FROM . ANCHOR LAYOUTCORNER. TYP. CLIP INSTALLATION NOTE: WINDOW WIDTH (W) AND HEIGHT H) ARE INTERCHANGEABLE FOR ALL SIZES SHOWN HEREIN NOT TO EXCEED MAXIMUM TESTED SQUARE FOOT AREA. 6' FROM CORNER. TYP. 3 T 1 MAX O.0 . SEE CHART, SHEET I No 58201 .9 ISTATEOF :.4/_+ INSTALLATION y ANCHOR AT CLIP, TYP. f 12/19/2017 LUCAS A. TURNER, P.E. FL PE 9 58201 TURNER ENGINEERING do CONSULTING: INC. COA / 29779) 1239 JABARA AVE. NOTE: NORTH PORT, FL 34288 USE OF EITHER BRICKMOULO OR BEVELEDUSE 941-380-1574 FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND OWG B: PERFORMANCE LIMITS LISTED HEREIN. D GW l i 7 SHEET' 2 of 4 MIN. EMBED SEE TABLE I. SHEET I INSTALLATION ANCHOR SEE TABLE I. SHEET I SUBSTRATE BY OTHERS PERIMETER MIN EDGE GIST. SILICONE CA SEE TABLE I. SHEET I SEE NOTES 14 B I5. SHEET I I/4' MAx. SHIM SPACE I SEE GLAZING DETAIL SHEET 4 EXTERIOR INTERIOR g VERTICAL SECTION 3 HEAD BRICKMOULD FRAME • FIN INSTALLATION T SEE GLAZING DETAIL SHEET 4 EXTERIOR / — INTERIOR I MIN. EDGE GIST. SEE TABLE 1. SHEET I PERIMETER SILICONE CAULK SEE NOTES 11- B 15. SHEET 1 7/6' O.A. INSULATED GLASS UNIT TEMPERED OR ANNEALED GLASS. EXTERIOR — \ SEE SHEET I) i 1/2' MIN. TYP. / INTERIOR GLASS SITE DOW 1199 SILICONE GLAZING DETAIL NOTE SEE SHEET I FOR REQUIRED GLASS TYPE BASED ON UNIT SIZE. 5/16' MIN. u4• MAX SHIM SPACE PERIMETER SILICONE CAULK SEE NOTES 14 8 SHEET • ••••• •• • MIN. EMBED. SEE TABLE I. SHEET I SUBSTRATE BY OTHERS :• INSTALLATION ANCHOR SEE TABLE I, MIN EDGE GIST. SHEET I SEE TABLE I, SHEET I q VERTICAL SECTION FL 16104.1 3 s1u BRICKMOULO FRAME - CUP INSTALLATION EXTERIOR ALLATION ANCHOR TABLE I, SHEET I SUBSTRATE BY OTHERS MIN. EMBED. SEE TABLE I. SHEET I 1/4' MAX SHIM SPACE SEE GLAZING DETAIL SHEET 4 IN ERIOR C VERTICAL SECTION 3 HEAD BEVELED FRAME - FRAME INSTALLATION Y SEE GLAZING OESHEET 4 EXTERIOR — INTERIOR RIORI 114, MAX SHIM SPACE PERIMETER SILICONE CAULK SEE NOTES 14 8 15, SHEET I MIN EDGE GIST SEE TABLE I. SUBSTRATESHEETI BY OTHERS INSTALLATION ANCHOR MIN. EMBED. ' SEE TABLE I. SHEET I SEE TABLE I, SHEET I D VERTICAL SECTION 3 SILL BEVELED FRAME - FIN INSTALLATION f. Ply Gem 433 N. MAIN ST., PO Box 559. ROCKY MOUNT. VA 24151 PN: 549-454.6348 FX SLO-454-66E3 0 i a Da O HN G u W y LLS o h w > A WZ Ocr U. a o m h- i K N W o N C J H Z G m m c '_! g 3 m y u z NMe 58204 STATE OF 2/ 19 0,7 LUCAS A. TURNER, P.E. FL PE d 58201 TURNER ENGINEERING do CONSULTING, INC. COA 9 29779) 1239 JABARA AVE. NORM PORE, FL 34288 PH. 941-380-1574 DWG •: PGW177 SHEET: Z OF / MIN. EMBED MIN, EDGE GIST. SEE TABLE 1, SHEET 1 1/4' MAX. SEE TABLE 1, SHEET 1 ply Gem• 1/4' MAX, SHIM SPACESUBSTRATE DOWS SHIM SPACE BY OTHERS INTERIOR INSTALLATION ANCHOR ROCKY 433 N. MAIN MOUNT. V4 24151 PO BOX 559. 1- INTERIOR SEE TABLE 1, SHEET I MIN. EDGE GIST. PH: 540.4e4.634e SEE TABLE 1, SHEET 1 ooFX 540-444-6663 SEE GLAZING SEE GLAZING 2. DETAIL SHEET 4 DETAIL SHEET 4 a SUBSTRATE MIN. EMBED. SEE TABLE 1, SHEET I 0 o m J iBYOTHERS \ — I 1 / I 1 I INSTALLATION ANCHOR SEE TABLE 1, SHEET I H EXTERIOR EXTERIOR Zu a. Ga W w aPERIMETERSILICONECAULK SEE NOTES 14 5 15, SHEET I LL H Z mPERIMETERSILICONECAULK SEE NOTES 14 5 15. SHEET I HORIZONTAL SECTION F HORIZONTAL SECTION o 5 C1 U. 3 04D JAMB 4 JAMB N x fn V/ W Z a N e BRICKMOULO FRAME - FRAME INSTALLATION BRICKMOULD FRAME - FIN INSTALLATION W a Z W o wul Y1 C Q MIN. EMBED. JI Z a mSEETABLE1, SHEET I MIN EMBED F SEE TABLE I. SHEET I Nr H m m Q m J N 1/4' MAX SHIM SPACE 1/4' MAX. SHIM SPACE c u u Z h SUBSTRATE MIN EDGE GIST. BY OTHERS SEE TABLE 1, SHEET I INTERIOR INTERIOR CENg'•. 5/16' MIN. INSTALLATION ANCHOR SEE TABLE I, SHEET I J • No 55201 : 9 v ; SUBSTRATE SEE GLAZING DETAIL SHEET 4 SEE GLAZING DETAIL SHEET 4 Qrz p0; BTATE OF :Ju BY OTHERS MIN. EDGE GIST. it` O R IOT:?.` p O SEE TABLE 1, SHEET I Z INSTALLATION ANCHOR I 12/19/2017 SEE TABLE 1, SHEET I LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. EXTERIOR EXTERIOR COA 1 29779) PERIMETER SILICONE CAULK 1239 JABARA AVE. PERIMETER SILICONE CAULK SEE NOTES 14 6 I5. SHEET 1 NO HPORT, 34288 PH.. SEE NOTES 14 5 15. SHEET I G HORIZONTAL SECTION H HORIZONTAL SECTION DWG B: 4 JAMB 4 JAMB P G W 17 7 BEVELEDFRAME - CLIP INSTALLATION BEVELED FRAME - FRAME INSTALLATION SHEET: 4 OF 4 FL16104.1 PLY GEM WINDOWS SERIES 1500 FIXED WINDOW (NON -IMPACT) AS TESTED INSTALLATION NOTES, I. ONE (U 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 1112 INCH (LE . WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 114 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. SHIM(S) SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER 5 FOR INSTALLATION INTO WOOD FRAMING USE 06 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO. FOAM. BRICK VENEER. AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. S. INSTALLATION ANCHORS SNAIL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. FL 16104.2 GENERAL NOTES 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 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AMD 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) SMALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY 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 REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAIL OVERALL SIZE REQUIRED GLASS TYPE MAX. DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 46-171• 96- ANNEALED 4551- 55 PSF NON4MPACT71' 96• TEMPERED 401- 45 PSF 120-1A16' 56• TEMPERED 45/- 50 PSF TABLE OF CONTENTS SHEET DESCRIPTION INSTALLATION 6 GENERAL NOTESrELEVATIONS ANCHOR LAYOUTS VERTICAL SECTIONS 6 GLAZING DETAIL HORIZONTAL SECTIONS PlyGem* WINDOWS435 N. MAIN ST.. PO BOX 559 ROCKY MOUNT. VA 2LI51 PH: 540.464-6341 FX: 540.464-6613 O W FO O Q O O O O ni z D Z N R W CI C Hoz a. a W IL u w o o m a C Z N r N O L W z w o W 0: O U. A W W S C o Z I C3 F WIn VI QWI / 8 I of 5 UNIT MAX WIDTH 124- D.L.O MAX. , I F UNIT MAX. O.L.O MAX. HEIGHT HEIGHT 56' 54- TYPICAL ELEVATION 120-1/16' x 56' UNIT FL 16104.2 UNIT MAX. HEIGHT 96' 0 L.O. MA HEIGHT 94- UNIT MAX WIDTH 72' 0 L.0 MAX r`- WIDTH 67} - TYPICAL ELEVATION 72' x 96' UNIT f; Ply Gem• WINDOWS 433 N. MAIN ST . PO BOX 559 ROCKY MOUNT. VA 24151 PH: 540-464-6346 FX: 540-464-66e3 o z 1= o o m woLua: o U Z m 0 Z r U o r O C LL W y S aro I I0=',lelu IyZ I C3 te 1n w In DWG B- PGW178 SHEET: 2 OF G 51' FROM CORNER, TYP. 21' 0} C., TYP. I W)-I I, (W) --Ii I (H) p FL 16104.2 4- FROM CORNER, TYP. Is, O.C.. TYP. ANCHOR LAYOUT FRAME INSTALLATION 120-1/16' x 56' UNIT NOTE: USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. H111b1-Ilmn LP1 6 vv I FIN INSTALLATION 120-1116' x 56' UNIT St' FROM ri CORNER, TYP. INSTALLATION ANCHOR, TYP. 6FROM CORNER, TYP. 4' FROM CORNER, TYP. 7' 0C.. TYP. LLATION JR. TYP. IB' O.C., TYP. 0. ANCHOR LAYOUT CLIP INSTALLATION 120- 1116' x 56' UNIT 6' FROM CORNER, TYP. 1— T f; Ply Gem• WINDOWS433 N. MAIN ST.. PO BOX 559 ROCKY MOUNT. VA 21.151 PH: 51.0-444-6346 FX. 540.464-6663 w Q HN-IT Z ( A N 0 Z pos L. g W w s p um i Z U. a Z a VlO = H K W U. a I 0 rl N Y Z J m116' O.C.. TYP. INSTALLATION ANCHOR AT CLIP, TYP. SERIES 1500 FIXED WINDOW - ANCHOR SCHEDULE UNIT SIZE DESIGN I PRESSURE INSTALLATION TYPE 6 ANCHOR SPACING WIDTH HEIGHT FIN FRAME CLIP HEAD I JAMB SILL HEAD JAMB SILL HEAD JAMB SILL 1. 8-I/6' 96' 1- 55 PSF 7 00' 7.00' 7.00- 18.00- 21 00- NONE 16.00- 16.00- 16.00' 72' 96' 40 / -45 PS 7.00' 7.00' 7.00' 16.00- 21 00- 16.00" 16.00' 16.00- 16.00' 120 I/16' 56' 45 /-50 PSF 7.00- 7.00' 7.00' 18.00' 21 00' 18.00'` 16.00' 16.00' 16.00' I. ANCHOR SPACING LISTED ABOVE IS BASED ON MAXIMUM UNIT SIZE AND PRESSURE LISTED. SPACING IS QUALIFIED FOR SMALLER UNITS OR UNITS REQUIRING A LOWER PRESSURES. 2. FOR FRAME INSTALLATION NO ANCHORS ARE REQUIRED AT THE SILL FOR UNITS 48-1/5' WIDE OR LESS. FOR UNITS EXCEEDING 4e-I/6' IN WIDTH ANCHORS ARE REQUIRED AT THE SILL. 3. ANCHOR METHODS MAY BE INTERMIXED AS LONG AS ANCHOR SPACING. TYPE. ETC ADHERES TO REQUIREMENTS LAID OUT IN THIS DOCUMENT (I.E. FRAME INSTALL AT HEAD 5 JAMBS, FIN INSTALL AT SILL) 4. SEE SHEET 1 FOR REQUIRED GLASS TYPE PER UNIT SIZE. N Z PGW178 ET- Z of 5 CONCRETE/ MASONRY CONCRETE/ MASONRY BY OTHERS I 1/2' MIN. BY OTHERS Plyem EMBEDMENT 3/4' MIN. CAULK BETWEEN EDGE DISTANCE # 8 w000 SCREW wlno9w5 CAULK BETWEEN . #8 WOOD SCREW INSTALLATION CONCRETE/ MASONRY & 2X ' INSTALLATION ANCHOR CONCRETE/ MASONRY B 2X ANCHOR W000 BUCK BY OTHERS WOOD BUCK BY OTHERS , ' 433 N. MAIN ST.. PO Box 559 6 11/2' MIN ROCKY MOUNT. VA 24151 2X WOOD BUCK • , 2X W000 BUCK BY OTHERS • EMBEDMENT PH: 540-484.6348BYOTHERS3/4' MIN. EXTERIOR FINISH EDGE DISTANCE EXTERIOR FINISH F%: 540 484.6683 BY OTHERS BY OTHERS SILICONE SEALANT oa oSILICONESEALANTQOo BBY OTHERS Y OTHERS O Q N O J y H S I/ 4' MAX _ SHIM SPACE 1/4' MAX c m a SHIM SPACE o zO. A. I I O.A. I I Z a o z UNITHEIGHT UNIT SEE GLAZING HEIGHT 3 a a 4 tu DETAILSHEET4xDETAILSHEETSEE GLAZING o W H EXTERIOR INTERIOR 7/ 8' O.A. INSULATED LL a c u GLASS UNIT EXTERIOR INTERIOR o m III ( TEMPERED OR N r- o EXTERIOR 1 ANNEALED GLASS) W o VERTICAL SECTION \` C VERTICAL SECTION cn W w BI4 HEAD - ZX WOOD BUCK HEAD - 2X WOOD BUCK o BRICKMOULD FRAME - FIN INSTALLATION 4 BEVELED FRAME - FRAME INSTALLATION wl 1/2' MIN. TYP. J GLASS SITE / INTERIOR ~ Z a m DOW 995 SEE GLAZING SILICONE GLAZING DETAIL W N m 5 m W SEE GLAZING a DETAIL SHEET 4 DETAIL SHEET 4 a Z NOTE: N EXTERIOR — INS SEE SHEET I FOR REOUIRED EXTERIOR — INTERIOR 0 A. T // \ GLASS TYPE BASED ON UNIT O. A // \ HEIGHT I SIZE. UNIT I HEIGHT 1/ 4' MAX. 1/ 4' MAX SHIM SPACE SHIM SPACE 3/ 4' MIN. O r EDGE DIST.tn w SILICONE SEALANT SILICONE SEALANT 1TL BY OTHERS I I/2' MIN. BY OTHERS EXTERIOR FINISH EMBEDMENT EXTERIOR FINISH BY OTHERS BY OTHERS 2X W000 BUCK • , '. 2X WOOD BUCK---- 2X # B WOOD SCREW BY OTHERS BY OTHERS INSTALLATION CAULK BETWEEN CAULK BETWEEN .• CONCRETE/ MASONRY 6 2X a•' , ' e # 8 W000 SCREW CONCRETE/ MASONRY 6 2X • °•• ' ANCHOR a WOOD BUCK BY OTHERS 3/4' MIN. • INSTALLATION ANCHOR W000 BUCK BY OTHERS 1 1/2' MIN. CONCRETE/ MASONRY EDGE DISTANCE CONCRETE/ MASONRY EMBEDMENT BY OTHERS BY OTHERS DWG #: A VERTICAL SECTION p VERTICAL SECTION P G W 17 8 4 SILL • 2X WOOD BUCK 4 SILL • ZX WOOD BUCK SHEET: FL16104.2 BRICKMOULD FRAME -CUP INSTALLATION BEVELED FRAME - FIN INSTALLATION 4 OF 5 1 I/2' MIN. EMBEDMENT 68 WOOD SCREW I/W MAX. INSTALLATION ANCHOR SHIM SPACE 3/4' MIN. EDGE OISTANCE .' CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN •' CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK •: INTERIOR SEE GLAZING DETAIL SHEET 4 BY OTHERS - 1 EXTERIOR FINISH EXTERIOR BY OTHERS O.A. SILICONE SEALANT UNIT BY OTHERS WIDTH E HORIZONTAL SECTION 5 JAMB - ZX WOOD BUCK BRICKMOULD FRAME - FRAME INSTALLATION 1 1/2' MIN. Jib WOOD SCREW EMBEDMENT INSTALLATION ANCHOR 1/4' MAX. I I` SHIM SPACE 3/4' MIN. EDGE DISTANCE a CONCRETE/ MASONRY __-lei , BY OTHERS CAULK BETWEEN ~ CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2% W000 BUCK BY OTHERS EXTERIOR FINISH ~ BY OTHERS INTERIOR MIN EDGE DISTANCE I/4' MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL SHEET 4 EXTERIOR O.A. UNIT WIDTH . F HORIZONTAL SECTION 5 JAMB - ZX WOOD BUCK BRICKMOULD FRAME - FIN INSTALLATION 1 1/2' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR SEE GLAZING SEE GLAZING DETAIL SHEET 4 DETAIL SHEET 4 EXTERIOR SILICONE SEALANT 2 0 A. BY OTHERS UNIT WIDTH G HORIZONTAL SECTION JAB - 2X WOOD BUCK FL 16104.2 BEVELED FRAME -CUP INSTALLATION 8 WOOD SCREW INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 1 1/2' MIN. EMBEDMENT 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS SILICONE SEALANT BY OTHERS f; Ply Gem• 433 N. MAIN ST . PO BOX 559 ROCKY MOUNT. VA 24151 PH 540-464-6368 FX 560-404-6683 Iulali-111 zul o 2O CA z 0aN wW x_ z~ w lL N G U tu 0oz m ex o z a N WW ~ O N W W t i 8 WOOD SCREW INSTALLATION ANCHOR Lu ` m ¢ m w MASONRY c ^ 3 -3 N z 7CONCRETE/ BYOTHERScCAULKBETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS l2X WOOD BUCK BY OTHERS13/ 4' MIN. EDGE DISTANCE EXTERIOR FINISH BY OTHERS EXTERIOR O. A. SILICONE SEALANT UNIT BY OTHERS WIDTH H HORIZONTAL SECTION 5 JAMB - 2X WOOD BUCK BEVELED FRAME - FRAME INSTALLATION PGW178 SHEET- C OF C 2/14/2018 Florida Building Code Online Business Professional BCIS Home l Log In I User Registration l Mot Toplrs Submit Surcharge l Stats 9 Facts bao—ov a cd Product Approval 01 USER: Public User r trn Les Product Aooroval Menu > Product or AooliraGon Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other 7 04itRHOKEP60U: OBPR DB PR DIYI SID N9 COIiTACr DBPR 2017 FL# 16118 ALL Product Manufacturer ALL ALL Subcategory ALL ALL Compliance Method ALL ALL Quality Assurance Entity Contract Expired ALL ALL Product Description ALL ALL Approved for use outside HVHZ ALL ALL Design Pressure ALL ALL Search Results - AD ications fit IYRS Manufacturer Validated By, Status FL16118-R3 Revision Ply Gem Windows Locke Bowden Approved Category: Windows 334) 300-1800 H'story Subcategory: Mullions Al—h. rnmmi—inn If necessary. Approved by DBPR. Approvals by DBPR shall be reviewed and ratined by e Contact Us :: 2601 Blair Stone RDad Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. QRxdaht 2007-2013 State of Florida.:: Privacy Statement :: ACCISAiRy Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronicmalltothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they haveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personaladdress, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: a M - 0 Credit Card Safe 1!1 https:/Inoridabuilding.org/pr/pr app_Ist.8spx 2/14/2018 Florida Building Code Online U, i Professional Regulation rya SCIS 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 search Florida r Product Approval USER: Public UserdOR Product A°nraVal Menu > Product or A°Mlcatlon Search > Application Ust > AppllcaUon Detall 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 12/31/2022 Validated By Locke Bowden Y. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FLl 118_R3_QtJy Gem COl.odf 1709.8 Method 2 Option B https:l/floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhIOyOOemzR2JWDTjgpLsYu0SU0bhuAFGR6Tg%3d%3d 1/2 2/14/2018 Florida Building Code Online Date Submitted 10/17/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/24/2017 Date Approved 12/12/2017 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 FL16118_B]_U P9W189.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, PGW189, and FL16118_93_A)-PER5112.Ddf evaluation report, PER 3142, for further limitations of use. Created by Independent Third Party: Yes 16118.2 Ply Gem 1500 Mullion (Beveled Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16118_R3_II PGWl 0 df 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, PGW390, and FL16118 3_3_ARPER5113.Ddf evaluation report, PER 3143, for further limitations of use. Created by Independent Third Party: Yes 16118.3 Ply Gem 1500 Tube Mullion (Brickmould Frame) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16118_i_II PGW203.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, PGW203, and FL161 _R3_&g_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_B3_U_PGW204.o9 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_&LAfLPER5115.odf evaluation report, PER 3145, for further limitations of use. Created by Independent Third Party: Yes Back Vert Contact us • • 2601 Blair stone tread. Tallahassee Fl. 32399 Phone: 850-487.1824 The State of Florida Is an WEED employer. QR1Lht 2007-2013 State of Florida.:: PAvaw 5tatement :: 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 Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a 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 Sate https://floddabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOyQOemzR2JWDTjgpLsYuOSUObhuAFGR6Tga/a3da/o3d 2/2