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3816 Hanworth Lp 17-1393; NEW SFH
COUNTY.OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100003 BUILDING APPLICATION #: 17-10000350 BUILDING PERMIT NUMBER: 17-10000350 LET / DATE: June 15, 2017 UNIT ADDRESS: HANWORTH LP 3816 17-20-31-5AZ-0000-0290 TRAFFIC ZONE:022 JURISDICTION: 9SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR INC ADDRESS: 4307 VINELAND RD, H-20 ORLANDO FL 32811 LAND USE: KENSINGTON RESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: MODLE HOME;:' 3.816m HANWORTH 'LP.. L.O,71- 29 KENSINGTON RESERVE`-SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 SCHOOLS 1.000 dwl unit 54.00 CO - WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: yll[:!:j l LLB SIGNATURE: PLEASE PRINT NAME) t ` DATE: to NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2- FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND'SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. THIS INSTRUMENT PREPARED BY: jji 0[eroName: NVR Inc. dba Ryan Homes Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 17-00001393 11111111111111111 HIM 11111111111111111[ GRANT NALOY4 SENINOLE COUNTY CLERK OF' CIRCUIT COURT ?_ CO(1PTR:OLLER BK :3 Ps 199 (1P9s ) CLERIC'S T 2017OL2L35 RECORDED 116/21/2017 12=2 " 9 Pil RECORDING f"EES $1000 RECORDED BY tsmith Parcel ID Number: 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 # 1 of Kensinqton Reserve 3816 Hanworth Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: NA 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA 6. LENDER: Name: Phone Number: Address: 7. Amount of Bond: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713. 13(1)(a)7., Florida Statutes. Name: Dayna Whitson Phone Number: 407-692-9820 Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager) State of Florida County of Oranae Dayna Whitson Assistant Secretary Print Name and Provide Signatory's Title/Office) The foregoing instrument was acknowledged before me this 21 St day of June .20 17 by _ Virginia Otero Who is personally known to me Y, OR Name of person making statement who has produced identification type of identification produced: opsY Pu°, VIRGINIAOTERO k ' MY COMMISSION # GG llti3257 .. c S1 Cu _, { v6l-G 7 : w ` EXPIRES: January V. 2021 OF FIO Bonded Thru Budget Notary SerYioes CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ) 9— )13J'3 Documented Construction Value: $ 35a All.? • Zg Job Address: L,o-i- 1 I G 'f P 0 q)0(Lk B: LOO P Historic District: Yes No Parcel ID: Mo b tA— Ravyl E- — 00 i 1;>L AT ltEl> Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Vicky Otero Title: Production Admin Phone: 407-692-9820 Fax: Email: votero@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/ Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL Bonding Company: N/A Address: 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 3y ` Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 7 Signature o er/Agent Date Vicky Otero Print Owner/Agent's Name n Signature of Notary -Mate of Florida Date TRACY LEIGH MCDONALD IffMYCOMMISSION # FF925012 EXPIRES October 06, 2019 1401)J98A?53 Fkxid Net8rYServ1CecOm Owner/Agent is Personally Known to Me or Produced ID Type of ID L+ J-/Ifi 7 Signature of Contractor/Agent Date Vicky Otero Print Contractor/Agent's Name TRACY LEIGH MCOONALD MY COMMISSION # FF925012 EXPIRES October 06. 2019 W,......c-e com Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [" Electrical Y Mechanical 9 Plumbing[ Gas Roof Construction Type:yg Occupancy Use: R3 Flood Zone: XSEz k tACHED Total Sq Ft of Bldg: 3 3 4,c? Min. Occupancy Load: l 'j # of Stories: New Construction: Electric - # of Amps Z o0 Fire Sprinkler Permit: Yes No Kr # of Heads APPROVALS: ZONING Z UTILITIES: ENGINEERING: AcL 5`N(0-t1 FIRE: COMMENTS: Plumbing - # of Fixtures Z- 6 eATTtS) Fire Alarm Permit: Yes No El WASTE WATER: Ok to construct Single Family home with setbacks and impervious area shown on plan. 2?• 2'/o imp. kv* c ROsa US - , E 1 e J, (' ) (s F, BUILDING: d- • 9- I? Revised: June 30, 2015 Permit Application City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-1393 3816 Hanworth Loop Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 2916 square feet SQUARE FOOTAGE OF GARAGE ONLY: 1 453 1 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: I 3369 square feet Dollar Valuation of Work: 1$3521,412.28 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 107.67 2,506.89 25.00 1,057.24 3,696.80 Plumbing Fixture Calculation 17-1393 3816 Hanworth Loop Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 4 Laundry Tubs Water Heaters 1 Lavatories S Water Piping 1 Pool Piping Water Softener Showers 1 Total Plumbing Fixtures - 20 Permit #: 17- 1393 Address: 3816 Hanworth Loop Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 3369 Plumbing Fixtures: 20 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 17 o U CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION 3 11 1 Application No: Documented Construction Value: $ 1 -7 1 Job Address: (pT J CO - P 0 M2 k B: L00fP Historic District: Yes No X Parcel ID: Mo b t — Rawl E — l3D l IPL <Tt -0 Residential X Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Vicky Otero Title: Production Admin Phone: 407-692-9820 Fax: Email: votero@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax. 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: NSA Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced-prior to -the -issuance -of -a -permit and -that -all -work will -be -performed -to -meet -standards -of -all -laws -regulating -construction— — in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. J- ,S / /, Signature o er/Agent Date Vicky Otero Print Owner/Agent's Name rJibO" J' / / 7 Signature of Contractor/Agent Date Vicky Otero Print Contractor/Agent's Name Signature ofNota -Mate of Florida Date 35gnXWWTRACYLEIGHMCDONALDLEIGHMCDONALDMYCOMMISSION # FF925012MISSION # FF925012=? tt EXPIRES October 06. 2019 ES October O6. 2019FbriOallotaNServkecorrrl6allote'YservKe corn3 Owner/Agent is Personally Known to Me or Contractor/Agent is (' Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required Construction Type: Total Sq Ft of Bldg: Building Electrical Mechanical Plumbing Gas Roof Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: W10.5-/-!-19 WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Revision City of Sanford Response to Comments C( Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 39 3 Submittal Date Project Address: 3916 A N WO&T,-1 Loop Contact: 6r V ENE z , K1 Ph: 4 (s7' Fax: Email: iyenez i aQt-0 Vr' ) ` c c OvIn Trades encompassed in revision: General description of revision: KBuilding s ?, 11_-.9v_r- A,0Vao, ,i t-, TR"Plumbing s-EXc I2ea6ZA rqA f Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water - Planning Engineering Fire Prevention 11 Building ROUTING INFORMATION Approvals CITY OF SANFORD F BUILDING AND FIRE PREVENTION DIVISION D 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-1393 Date: 05/30/2017 Project Description: New SFR Contact Name: Vicky Otero Job Address: 3816 Hanworth Loop (Model Home) Contact Email: voteroAnvrinc.com Model: Santa Rosa Lot #: l This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS! 1. The First Floor Plan (Sheet 3) calls out Detail `B" (Header Detail) for the cabinet/counter from the kitchen to the morning room. There is no header at this location. Please revise accordingly for clarification FBC 107 2. Please provide the structural connection of Floor Truss FG2 to the 2x12 Header on the framing page of the plans. FBC 107 3. The (2) 2x12 Header at the Dining Room spans 10'0". At this length, the header span chart requires (3) full length studs and (3) jack studs under the header on each side. There is not enough room for 6 studs on either end of the 10'0" header. Please revise an alternate framing detail for this specific header on the framing plan. FBC 107 4. Truss M05G mid -point bearing at Joint 19 requires a connector to support 2273 lb uplift. The connector specified on the plans at this location is a HETA16 which has a max of 1810 lb uplift. Please revise the connector to meet the required uplift. FBC 107 5. Truss AOIG (2 locations) at Joint 2 requires 1234 lb uplift and Joint 9 requires 1222 lb uplift. The connector specified on the plans at both locations is (1) NITS 12 which has a max of 1000 lb uplift. Please revise all connectors to meet the required uplift. FBC 107 6. Please provide two (2) copies of installation instructions for all of the Florida Product Approval submitted. FBC 107, Submittal Guidelines 7. Please enlarge the HVAC duct layout as the one submitted is extremely too small and cannot be read clearly FBC 107 8. Please submit two (2) copies of a new cover page that list Kensington Reserve and the required wind speed / exposure. FBC 107 9. The plumbing riser needs to be revised: The branch line to the Washing Machine is required to be minimum 3 inches. The plumbing riser shows 2 inches. FBC P406.2 10. In addition to comment #9, the VTR (venting through the roof) for the Washing Machine is required to be minimum 2 inches. The plumbing riser shows 1 '/z inches. FBCR P3109.4 11. The Truss Placement Diagram from the truss manufacturer cannot be read clearly — specifically the structural connector call -outs for the floor trusses cannot be read (due to fading). Please submit two (2) clear and legible Truss Placement Diagrams. FBC 107 Please Note: For future submittals, the Jurisdiction number on the cover page of the Energy Calculations is 691500 for the City of Sanford. The Calculations submitted list 691000 as the jurisdiction. I will redline the submitted calculations for this submittal. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetinks with the plans examiner to discuss comments will require an appointment, arraneed by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner Ma June 5, 2017 City of Sanford — Building Permits 300 N. Park Ave. Sanford, FL 32771 ph: 407.688.5000 Kensington Reserve Lot 1 A R C H I T E C T S eDesignoupic. 1. The first -floor plan (Sheet 3) calls out Detail "B" (Header detail) for cabinet/counter from the kitchen to the mourning room. There is no header at this location Please review accordingly for clarification. FBC 107 See sheet 3 of 15 2. Please provide the structural connection of floor Truss FG2 to the 2x12 Header on the framing page of the plans - FBC 107 See sheet 6 of 15 3. The (2) 2x12 Header at the Dining Room spans 10'0" at this length, the header span chart requires (3) full length studs and (3) jack studs under the header on each side. There is not enough room for 6 studs on either end of the 10'0" header. Please revise an alternate framing detail for this specific header on framing plan. - FBC 107 See sheet 6 of 15 4. Truss M05G mid -point bearing at joint 19 requires a connector to support 2273 lb uplift. The connector specified on the plans at this location is a HETA16 which has a max of 1810 lb uplift. Please revise the connector to meet the required uplift. - FBC 107 See sheet 6 of 15 5. Truss A01G (2 locations) at joint 2 requires 1234 lb uplift and joint 9 requires 1222 lb uplift. The connector specified on the plans at both locations is (1) MTS12 which has a max of 1000 lb uplift. Please revise all connectors to meet the required uplift. — FBC 107 See sheet 7 of 15 6. Please provide two (2) copies of installation instructions for all of the Florida Product Approval submitted - FBC 107, Submittal Guidelines By Others 7. Please enlarge the HVAC duct layout as the one submitted is extremely too small and cannot be read clearly - FBC 107 By Others 1441 N. Ronald Reagan Blvd. • Longwood, FL 32750 • Phone: (407) 774-6078 • Fax: (407) 774-4078 AA0003325 www.abdesigngroup.COM A R C H I T E C T S Design Group 8. Please submit two (2) copies of a new cover page that list Kensington Reserve and the required wind speed/ exposure. - FBC 107 See sheet CS of 15 9. The plumbing riser needs to be be revised. The branch line of the Washing Machine is required to be minimum 2 inches. The plumbing riser shows 2 inches. - FBC P406.2 By Others Should you have any questions regarding this letter, do not hesitate to call me. S Florida Arcs sect #93723 1441 N. Ronald Reagan Blvd. • Longwood, FL 32750 • Phone: (407) 774-6078 • Fax: (407) 774-4078 AA0003325 www.abdesigngroup.com F 1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Vicky Otero Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9820 Fax: 407.692.9821 Email: voteroPa nvrinc.com Property Address: 3816 Hanworth Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: Phone Number: 407.692.9820 Email: voteroCa)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) t w OFFICIAL PSE`OfVLV, Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 17-1393 Reviewed by: Michael Cash, CFM Date: May 15, 2017 ljnY ZON1N. ;DATL-54. 0 i 70-3 GALLON VIBURNUM 0 j• I 2-3 TRUNK ROBELLINI • 0.._. -' es o 0 r O 0O CO)0 0 0 0 0 00 000 12-1 GAL.' ®o e FLAX LILY 1 I 16-3 GALLON CROTONS LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 511 J % I hereby name and appoint: Vicky Otero an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: D4'r QQT GDIL F.l1 N E_ Street Address) o Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: CBC1257565 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange May 20,2018 The foregoing instrument was acknowledged before me this day of N%p[, 200 17 , by Robert Lattanzi who is personally known to me or who has produced as identification and who did (did not) take an oath. Notary Seal) r'• TRACY LEIGH MCDONALD MY COMMISSION #.FF925012 EXPIRES October 06, 2019 1407098-0?53 fbrldeNote yServke com Rev. 08.12) Signature Print or typ name Notary Public - State of F'L Commission No. -1F i5g2_!5 o -I'I-•- My Commission Expires: t q FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Loti KensingtonSantaRosaGRS Builder Name: Ryan Homes Street: Permit Office: City, State, Zip: FL , Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2688.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft2 b. Frame - Wood, Exterior R=13.0 1118.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 347.67 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1637.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1569.00 ft2 6. Conditioned floor area above grade (ft2) 2560 b. Knee Wall (Vented) R=19.0 68.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(329.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 512 a. U-Factor: Dbl, U=0.54 281.19 ft2 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 38.5 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 5.876 ft. Area Weighted Average SHGC: 0.301 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (1569.0 sqft.) Insulation Area 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1264.00 ft2 b. Conservation features b. Floor over Garage R=13.0 305.00 ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 70.42 Glass/Floor Area: 0.129 PTotalBaselineLoads: 73.21 1 7 7ASS I hereby certify that the plans and specifications covered by Review of the plans and 4EA this calculation are in compliance with the Florida Energy specifications covered by this 4s, Code. calculation indicates compliance`!,,, with the Florida Energy Code. PREPARED BY: DATE: n4/25/2017 Before construction is completed this building will be inspected for compliance with Section 553.908 d fl I hereby certify that this bui i Sig is in compliance Florida Statutes. C0 with the Florida Energ C,o e. WE OWNER/AGENT: BUILDING OFFICIAL: DATE: a/25/9n17 DATE: Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 4/25/2017 1:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 A R C H IT E C T S SQ.FT. CALC.'S IST FLR LIVING 1;64 60. FT. 2ND FLR LIVRJG U96 $0. FT. TOTAL LIVING 2,560 50. FT. ENTRY 114 50' FT, GARAGE 453 50. FT. LANAI 242 SQ. FT. TOTAL. 3,369 SQ. FT. OCKOM T AND CLADDM WIND LOADO RUIC YMO F1 MIRE FCR 3 aEOCND ware CALL # 80UME WK/DK ZOfE 1p AfM YROFOUTAGED1590IMwornmmiT 1 112 16 -00 NC,D 14P 84' 5 26J39/-3269 2 24 30M DR 36' 9W 4 30DW-32.18 3 B 26-SH 1. 0. 4 3051/-3321 3A 19 26-514 M. 12' 5 3051/-4005 4 33 2) 25-SH 16, 63' 5 29.0-3113 5 50 3)25-S4 144' 63' 5 2635/-3315 5A 50 b08m SGD 14' 4 2859/-3129 6 33 2) 25-5N 16. 63, 4 29.41/-32J1 1 n 25-SH 1. 63' 5 30JW-3355 8 n 25-S4 38' 63' 4 30E4l-4060 WIND DESIGN CRITERIA A. BASIG WIND SPEED MPH (3 SECOND GUST) VULT•ISO / V451D-I& MPH B. INTERNAL PRESSURE GOEFFIGENT•-J8 G R15K CATEGORY.TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDMG PRESSURE ARE BASED ON THE VLit DESIGN WIND 5PEED. FBCR 5TT4 ED. (2014) ALLOWS THESE PRESSURES TO 5E MAJLTIPLIED BY O6 TO MEET THE ALLOWABLE OR INNOMAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE, L PPoOR TO DRnAU INSTALLATION ONALL FRAV6 MBBBLS 2'-V FROM THE R46H BOOR ULL BE SPRAYED ANJ TREATED W VORATE' A TERirtE TREATED SPRAY I I'- 8' C OBL TOP 0 KATE m 2" W= FTbY£DJ r' oc. A CABINET SECTION B) HEADER DETAIL 11 I'- 4 I8'- 8' 21'-4' 14'- 0', 101_6' 10'-5' S• O X6 P.1. Ft76T W IID. 3) 25-514 W,4AP TO 8'-4' AFF. BOX BEAM TO MATW CO." wD I I I II COVERED LANAI II MORNING RM 5A j 21'-4'x1l'-4 I 11'- 0k10'-6' B 4' CL& I e 4' CL& I I I I I14'-0' I B I II 4' 1'-6' 1_10• I I II O( 2) z5-SH I I n 5'- 10' '-0' I 29'- 2' 3 it r OILW] F I1 0 DINETTE I GREAT ROOM A 1 18'-8'xl4'-10' III IIA- TU) I I Y- 4' CL& ICNR- ET) YaTCHEN I nLF) i I i 42' IQEE WALL LLV WOOD GAP I II7Pi. ii F-4• 3'-0' 4' 5'-8' m 5'-6' / 2'-10' m 3'- 6' 4'-4' 5'-S' 4'-4' DBL BTtID RR LBW. R/T JG LJ3lWl G I O mSIF9DC. I l l I4A LBW y.- y. aL•< e II DBL. STUD e TILE) II 4X4 PO6t DBL. 6111D I I I I G v_O L I LIr___ 4- 2. 6---J 0. I G :;4IRr 6 I 11 1 11. 1 DININGle MAD) jl FOYER 2-CAR GARAGE ll'- O'xl2'-4' I B T-4•a. 12'-O'x20'-4' II — TILE) i T-4' CLOL I ( CJ4yETi I GIN II I 1'IOiLDNG II II I II I 11 II , 3A O OI L26-SW 2b-SH J TrEOF7PORRABV. ------ I I a' -a' CIA iO r— jsti j POREIvIa fl rENTRY1 O16'-0 X 1'-0' OHGD 121101 4'- 8' r- 4'- m' 4'-0I'-0' 21'- 4' 40'- 0' FIRST FLOOR PLAN BGALE: 1/4 • V-0• ELEVATION'-' O 3 4- HB 0 0 Design Grou Inc. 1441 N. RONALD RFAGAN BLVD. LONGWOOD, F1-32750 PH: 40T47"078 FU 407-7T44078 nww. aea ig s uP.rom AA k: 0003325 rYN SUBMV. & LOT: KENSINGTON RESERVE LOT 1) MODEL SANTA ROSA VERSION# 01) PROJECT#: 2997. 000 PAGE: FIRST FLOOR PLAN ARCHRECT: STATE OF FLORUA JA6ES CANTWELL AR NO 12079 77 DATE: 4/20/17 SCALE: 1/4"=1'-O" SELMET 3 OF 15 SUBMV. & LOT: KENSINGTON RESERVE LOT 1) MODEL SANTA ROSA VERSION# 01) PROJECT#: 2997. 000 PAGE: FIRST FLOOR PLAN ARCHRECT: STATE OF FLORUA JA6ES CANTWELL AR NO 12079 77 DATE: 4/20/17 SCALE: 1/4"=1'-O" SELMET 3 OF 15 COMPONENT A/O CLADDSQ NRO LOADS BANC VNID EAPOR E FOR 0 88ORO QUM OA1L! am ZONE to IPN wo NOM Nf3mffFOOTAOEDEAnotl I 5 sw 36' 61, 5 3106/-4103 2 5 SW 36. 61' 4 X06/-33.16 3 5 5H 36. 61' 4 3UJ6/-33.16 40 4 4 48' 12' 4 3M/-34b0 3051-54 5 5 36' 61' 5 31D6/-4103 6 5 65 36' 61' 4 3106/-33.16 1 B 36' 61' 4 3U%/-33.16 WIND DESIGN CRITERIA A 5A51C WIND SPEED MPH (3 SECOND GU5T) VULT=150 / VASD=116 MPH B. NMFa4AL PRESSURE COEFRCENT—la C. RI5K CATEGORY -TYPE II D. E>(POSURE CATEGORY C NOTE. VALUES FOR =MPONENT5 4 CLADDING PRESSURE ARE 5A5ED ON THE VUlt DESIGN WIND SPEED. FBCR, 5TH ED. (2014) ALLOWS THESE PRESSURES TO 13.E MULTIPLIED BY 0b TO MfiET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANFACTURERH. ffTO DRTIU4LL NSTA.LATION CN ALL F:A11NG M3'EERS 2'-V FRCM THE M5H HILL BE SPRATFD AND TREATED UV'BORAiE' A 7EFt'IItE iF£A1ED SPRAY SECOND FLOOR PLAN SCALE: 1/4 = V-O' ELEVATION IV A R C H IT E C T 3 Design Grou Ina 14 1 N. RONALD REAGAN BLVO. LONGWOOD, F1-32750 PH: 40747"078 FA)C407-77"078 Ww w.lbde l9l9lup.wm AAA: 0003325 IIY I 3uBDIV. & LOT: KENSINGTON RESERVE LOT 1) MODEL SANTA ROSA VERSION#01) PROJECT#: 2997.000 PAGE: SECOND FLOOR PLAN ARCHITECT: STATE OF FLOND DATE: 4 /2 0 /17 scALE: 1/4"=1'—O" SHEET 4 OF 15 i P Application for Paved Driveway, Sidewalk or Walkwayd Including Right -of -Way Use & 9 9 Y tio87- Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or • sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a • driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Krim wws below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 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 ubmitted by: Properly Owner. Signature: Print Name: Vicky Otero Address: 4307 Vineland Rd #H-20 Orlando, FL 32811 Phone: (407) 692-9850 Fax: Email: votero@nvrinc.com Date: 05/02/2017 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read lanq understand the above statement and by signing this application I agree to its terms. Signature: Pre -pour Inspection by: Application No: _ Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: November2015 Date: 05/02/2017 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. Date: Official Use Only Fee: Date: Date: Date: Date: — t (O Date: RUvv Use onveway.pdt Larutscalrc maberlst aril grnnntlty so wary wilh' dslerenl houslnD models; a® matedal to rwrt same-ctA-dflallons for dre a5 shown In Ohm .I 97..1 atom andscape In Rear Yard F Depends on Patlo Options -- Side Saotbaclks 10' 2 Story lfndorstory Trees 060 Sq. Ft (Example: Crape Myrtle) Side Setbacks T / Focal Plant r` (Example: Sago Palm)__ Plant List t - - .--- f r: Symbol rOuardity jt.adn Marne Carorrron +!erne Grounds er LI 1r61t; Lin.ope BorderGrss I musran JF 3 228 Juniprus Parsons parsoni Juniper iShrubs ! VC 5:1 "Viburnum Vifoun rn Hedge iodoraiissbn:um understoryTrees i 62• Itaagerstrgmia CrapeWrle rnd"rca tCanopy Trees 60 4uercus iLlve0ak vsrgtniana 61.... duarcus Laurel dak t laurafolia 58 freer rubrWtam Red iVlaple i ti,.... 18 Ma nalia South_em { grandiFlora w. Magnolia Other 64 Washitgtonia Washingtoi robusta _.. _ Palm GrourldcoVer Example: Urope) Canopy Trees 5' VVIde 51dewalk--" 6' Wuldo Landscape Ara Driveway and Walkwayt--- r Specifications l 1 gal.1Wac. I12-15sp_rd,, i1gaL 1 B"o.c i3o" ht. 3 gal„ 3p' o.c,. I Mulli- trunk, 549' ht. red bloom JDBH sprd. 8' sprd. 8 sprd. 8 sprd. Trunk height 1 b-12 z_ r 2 , Cyca ! Sago Pala #5 Gal. circinalis Sod 1, TBD 7 Stenotaphrurn ,St. Augustine Solid ` secunlatum Floratam Sod T8G ' Paspiium 'BahiaGras ;Solid not lum Note: Any discrepancle's in quantlllos between the Plant List and Plans, the Plans prevaij 1 Story 2,640 Sq. Ft. Typ. 75- 1 Wide Lot. Notes 1, All plants shall be graded Florida No. 1 or better as outlined under " Grades and Standards for Nursery Plants'', Parts 1 & 2, Fla. Dept. of Agriculture. 2. An earthen saucer shall be formed around the perimeter of the planting pit for the retention of irrigation water. 3. Planting pits shall be backfilled with a planting soil mix of 113 from site, 1/3 clean course builder's sand and 1/3 shredded peat, well mixed with 6- 6-6 50`Io organic fertilizer with minor elements at the rate of 2 pounds of fertilizer for each cubic yard of soil mix. 4. All planting beds shall be covered with a 2" layer of shredded cypress bark mulch. 5 All sod and planting areas shall be watered by an automatic underground irrigation system designed to provide a minimum 1" coverage per week. A rain sensor will be included to turn the system off in times of sufficient rainfall in order to conserve irrigation water. 6. All trees will be staked and guyed to prevent being blown over in high winds. RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lott KensingtonSantaRosaGRS Builder Name: Ryan Homes Street: Permit Office: Permit Number: City, State, Zip: FL , 3 93 nOwner: Jurisdiction: 691000DesignLocation: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2688.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ft2 b. Frame - Wood, Exterior R=13.0 1118.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 347.67 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1637.0 sgft.) Insulation Area a. Under Attic (Vented) R=38.0 1569.00 ft2 6. Conditioned floor area above grade (ft2) 2560 b. Knee Wall (Vented) R=19.0 68.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(329.2 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 512 a. U-Factor: Dbl, U=0.54 281.19 ft2 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 38.5 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 38.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 5.876 ft. Area Weighted Average SHGC: 0.301 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (1569.0 sgft.) Insulation Area 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1264.00 ft2 b. Conservation features b. Floor over Garage R=13.0 305.00 ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 70.42 Glass/Floor Area: 0.129 PASSTotalBaselineLoads: 73.21 77.77 I hereby certify that the plans and specifications covered by Review of the plans and ciE s' this calculation are in compliance with the Florida Energy specifications covered by this i Code. calculation indicates compliance'.„''' with the Florida Energy Code. PREPARED BY: " Before construction is completed w ' DATE: 04/25/2017 this building will be inspected for mcompliancewithSection553.908 hereby certify that this bui i Sig is in compliance Florida Energ Co Florida Statutes. with CObthee. WE OWNER/AGENT: BUILDING OFFICIAL: DATE: 412512017 DATE: Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 4/25/2017 1:46 PM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lott KensingtonSantaRosaGR User 1 Ryan Homes 691000 Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 2560 Total Stories: 2 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address Seminole FL, CLIMATE Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2560 22016 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2560 22016 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main 2 Slab -On -Grade Edge Insulatio Main 131 ft 0 305 ft2 13 1264 ft2 ---- 0 0 0.38 0 1 0.62 ROOF Type Materials Roof Gable Roof Area Area Color Solar SA Emitt Absor. Tested Emitt Deck Tested Insul. Pitch deg) 1 Gable or Shed Composition shingles 1755 ft2 392 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1569 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 2 3 Knee Wall (Vented) Knee Wall (Vented) Under Attic (Vented) Main 19 Batt Main 19 Batt Main 38 Blown 36 ft2 0.11 32 ft2 0.11 1569 ft2 0.11 Wood Wood Wood 4/25/2017 1:46 PM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 S Exterior Frame - Wood Main 13 40 0 8 0 320.0 ft2 0 0.23 0.6 0 2 S Exterior Concrete Block - Int Insul Main 4.1 5 0 9 4 46.7 ft2 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 14 0 9 4 130.7 ft2 0 0 0.6 0 4 W Exterior Frame - Wood Main 13 34 0 8 0 272.0 ft2 0 0.23 0.6 0 5 W Exterior Concrete Block - Int Insul Main 4.1 22 0 9 4 205.3 ft2 0 0 0.6 0 6 W Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft2 0 0 0.6 0 7 W Exterior Concrete Block - Int Insul Main 4.1 12 0 9 4 112.0 ft2 0 0 0.6 0 8 N Exterior Frame - Wood Main 13 35 6 8 0 284.0 ft2 0 0.23 0.6 0 9 N Exterior Concrete Block - Int Insul Main 4.1 1 6 9 4 14.0 ft2 0 0 0.6 0 10 N Exterior Concrete Block - Int Insul Main 4.1 19 0 9 4 177.3 ft2 0 0 0.6 0 11 N Exterior Concrete Block - Int Insul Main 4.1 19 6 9 4 182.0 ft2 0 0 0.6 0 12 E Exterior Frame - Wood Main 13 30 3 8 0 242.0 ft2 0 0.23 0.6 0 13 E Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft2 0 0 0.6 0 14 E Exterior Concrete Block - Int Insul Main 4.1 16 0 9 4 149.3 ft2 0 0 0.6 0 15 Garage Frame - Wood Main 13 37 3 9 4 347.7 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SW Insulated Main None 39 3 8 24 ft2 2 Wood Main None 39 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Metal Low-E Double Yes 0.54 0.31 45.0 ft2 1 ft 0 in Oft 10 in Drapes/blinds None 2 S 3 Metal Low-E Double Yes 0.54 0.31 39.1 ft2 6 ft 4 in 0 ft 4 in Drapes/blinds None 3 N 8 Metal Low-E Double Yes 0.54 0.31 15.0 ft2 1 ft 0 in Oft 10 in Drapes/blinds None 4 N 8 Metal Low-E Double Yes 0.54 0.31 4.3 ft2 1 ft 0 in 0 ft 10 in Drapes/blinds None 5 N 10 Metal Low-E Double Yes 0.54 0.31 49.3 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 N 11 Metal Low-E Double Yes 0.54 0.31 32.9 ft2 12 ft 4 in 0 ft 10 in Drapes/blinds None 7 E 12 Metal Low-E Double Yes 0.54 0.31 30.8 ft2 1 ft 0 in 0 ft 10 in Drapes/blinds None 8 E 13 Metal Low-E Double Yes 0.62 0.25 48.0 ft2 22 ft 4 in 0 ft 10 in None None 9 W 5 Metal Low-E Double Yes 0.54 0.31 32.4 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 E 14 Metal Low-E Double Yes 0.54 0.31 32.4 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 4/25/2017 1:46 PM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 453 ft2 453 ft2 66 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000273 1834.7 100.72 189.42 .2456 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 38 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 38.5 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V # Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 512 ft2 Attic 128 ft2 Default Leakage Main (Default) (Default) 1 1 4/25/2017 1:46 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin JanHeatingJan Feb Feb Mar Mar A r Apr MayMay J1Jun Jun Jul Jul AugSe Au Sep Oct Oct Nov Nov Dec Dec Venting Jan Feb X Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80. 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 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 4/25/2017 1:46 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* 96 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1222.70 ftz b. Frame - Wood, Exterior R=13.0 1118.00 ftz 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 347.67 ftz 4. Number of Bedrooms 3 d. N/A R= ftz 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1569.00 ftz 6. Conditioned floor area (ftz) 2560 b. Knee Wall (Vented) R=19.0 68.00 ftz 7. Windows- Description Area c. N/A R= ftz a. U-Factor: Dbl, U=0.54 281.19 ftz 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main R ftz 6 512 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.62 48.00 ftz SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftz a. Central Unit 38.5 SEER:15.00 SHGC: d. U-Factor: N/A ftz 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 38.0 HSPF:8.50 Area Weighted Average Overhang Depth: 5.876 ft. Area Weighted Average SHGC: 0.301 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1264.00 ftz a. Electric EF: 0.95 b. Floor over Garage R=13.0 305.00 ftz c. N/A R= ftz b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspecti n. Otherwise, a new EPL Display Card will be completed based on installed Code compliabt f s, , Builder Signature: 4-4- T kJVU Date: 4/25/2017 Address of New Home: - City/FL Zip: 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. Contact the EnergyGauge Hotline at (321) 638-1492 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. 4/25/2017 1:47 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential whole building rertormance and Prescriptive iviethods ADDRESS: Permit Number: FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 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 Statues] 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 compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O 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 402.4.1.1, 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 of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by 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. 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; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, 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. O R402.4.4 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 E 283 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. R403.1.1 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. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 4/25/2017 12:17 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 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 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls 11 C R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.4.4.1.2 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. O R403.4.4.2 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 met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 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 which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 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 403.6, 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. 4/25/2017 12:17 PM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Corn Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection 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 temperature 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 multi -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 multi -family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 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 R403.6.1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt 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 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed 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: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 4/25/2017 12:17 PM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lott KensingtonSantaRosaGRS Builder Name: Ryan Homes Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow 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 spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 4/25/2017 12:17 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 DEL - AIR Manual S Compliance Report NeunNG • tNR CONDMON1NG Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM For: Ryan Homes Design Conditions Job: LOT 1 KENSINGTON Date: 3/31/2015 By: FJF Outdoor design DB: 93.0°F Sensible gain: 28921 Btuh Entering coil DB: 77.1 °F Outdoor design WB: 76.0°F Latent gain: 4545 Btuh Entering coil WB: 63.51F Indoor design DB: 75.0IF Total gain: 33465 Btuh Indoor RH: 50% Estimated airflow: 1283 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Sensible capacity: 31577 Btuh 109% of load Latent capacity: 6246 Btuh 137% of load Total capacity: 37823 Btuh 113% of load SHR: 83% Design Conditions Outdoor design DB: 38.0°F Heat loss: 31602 Btuh Entering coil DB: 69.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH P Manufacturer: Goodman Mfg. Model: GSZ140421K+ASPT47D14A Actual airflow: 1283 cfm Output capacity: 33866 Btuh 107% of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1283 cfm Output capacity: 8.3 kW 90% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. Wrl htsoft® 2017-Apr-2513: age 19Right -Suite® Universal 2017 17.0.16 RSU24009 Page 1 serveSantaRosaCS\Lott KensingtonSantaRosaGRS.rup Calc = MJ8 House faces: S DEL AIR Building Analysis HEATING - M CONDITIONING Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Ryan Homes Job: LOT 1 KENSINGTON Date: 3/31 /2015 By: FJF Location: Indoor: Heating Sanford, FL, US Indoor temperature (°F) 70 Elevation: 55 ft Design TD (OF 32 Latitude: 28 °N Relative hums ity (%) 30 Outdoor: Heating Cooling Moisture difference (gr/lb) 5.7 Dry bulb (OF) 38 93 Infiltration: Daily range (OF) - 20 ( M) Method Simplified Wet bulb (T) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh of load Walls 4.3 10221 32.3 Glazing 17.7 5799 18.3 Doors 12.5 522 1.7 Ceilings 0.8 1305 4.1 Floors 3.1 4811 15.2 Infiltration 2.3 5433 17.2 D ucts 3511 11.1 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 31602 100.0 Component Btuh/ft2 Btuh of load Walls 3.5 8222 28.4 Glazing 20.4 6693 23.1 Doors 11.5 482 1.7 Ceilings 1.4 2162 7.5 Floors 0.2 270 0.9 Infiltration 0.7 1565 5.4 Ducts 5922 20.5 Ventilation 0 0 Internal gains 3605 12.5 Blower 0 0 Adjustments 0 Total 1 28921 100.0 Latent Cooling Load = 4545 Btuh Overall U-value = 0.120 Btuh/ft2-°F Data entries checked. Glazing Gains W Infiltration Ceilings Other Cooling 75 18 50 43.5 WT 1 IItSOftt` 2017-Apr-25 13:48:26 g Right-Suite(E) Universal 2017 17.0.16 RSU24009 Page 1 serveSantaRosaCS\LotiKensingtonSantaRosaGRS.rup Calc = MJ8 House faces: S Job: LOT 1 KENSINGTON EL AII Component Constructions Date: 3/31/2015 HEATING • Ml CONDMONIHB Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM For: Ryan Homes Location: Indoor: Heating Cooling Sanford, FL, US Indoor temperature (T) 70 75 Elevation: 55 ft Design TD (T) 32 18 Latitude: 28 °N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 5.7 43.5 Dry bulb (°F) 38 93 Infiltration: Daily range (OF) - 20 ( M) Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft"F ft2-`FBtuh BtuhM Btu Btuh/ft' Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh 16B-19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud n 264 0.091 13.0 2.91 769 2.72 719 e 212 0.091 13.0 2.91 616 2.72 576 s 275 0.091 13.0 2.91 801 2.72 749 w 272 0.091 13.0 2.91 792 2.72 741 all 1023 0.091 13.0 2.91 2978 2.72 2785 n 290 0.201 0 6.43 1867 5.02 1458 e 171 0.201 0 6.43 1099 5.02 858 s 114 0.201 0 6.43 732 5.02 572 w 386 0.201 0 6.43 2484 5.02 1940 all 961 0.201 0 6.43 6183 5.02 4829 n 36 0.049 19.0 1.57 56 2.60 93 e 30 0.049 19.0 1.57 47 2.60 78 all 66 0.049 19.0 1.57 103 2.60 171 328 0.091 13.0 2.91 957 1.33 436 Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 15 0.540 0 17.3 259 14.4 215 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 e 15 0.540 0 17.3 259 34.0 510 ft overhang (5 ft window ht, 0.8 ft sep.); 6.67 ft head ht e 15 0.540 0 17.3 266 34.0 524 s 45 0.540 0 17.3 778 14.5 651 all 90 0.540 0 17.3 1562 21.0 1901 2B-2fm: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 5 0.540 0 17.3 86 14.4 72 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It overhang (1.25 ft window ht, 0.8 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 49 0.540 0 17.3 847 14.4 704 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 w 16 0.540 0 17.3 275 34.1 543 ft overhang (5.3 ft window ht, 1 ft sep.); 6.67 ft head ht W 16 0.540 0 17.3 282 34.1 558 all 81 0.540 0 17.3 1404 22.2 1805 htsaftM 2017-Apr-2513:48:26 WCI 9 Right -Suite® Universal 2017 17.0.16 RSU24009 Page 1 serveSantaRosaCS\LotlKensingtonSantaRosaGRS.rup Calc = MJB House faces: S 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 33 0.540 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 12.33 ft overhang (5.3 ft window ht, 0.83 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 16 0.540 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 11 ft sep.); 6.67 ft head ht e 16 0.540 all 32 0.540 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, e 48 0.620 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 22.33 ft overhang (8 ft window ht, 0.83 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, s 39 0.540 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 6.33 ft overhang (6.3 ft window ht, 0.33 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceiI ins, 1/2" gypsum board int fnsh Floors 20P-13t: Fir floor, frm fir, 12" thkns, r-13 cav ins, gar ovr 22A-tpl: Bg floor, light dry soil, on grade depth 0 17.3 565 14.4 469 0 17.3 275 34.1 543 0 17.3 282 34.1 558 0 17.3 557 34.1 1101 0 19.8 952 16.4 787 0 17.3 671 14.4 558 s 24 0.390 0 n 18 0.390 0 all 42 0.390 0 1569 0.026 38.0 306 0.068 13.0 131 0.989 0 12.5 300 11.5 276 12.5 223 11.5 206 12.5 522 11.5 482 0.83 1305 1.38 2162 2.18 665 0.88 270 31.6 4146 0 0 t Wr2017- Apr-2513:ge2 lhtsoft0 9Right -Suite® Universal 2017 17.0.16 RSU24009 Page 2 serveSanlaRosaCS\Lott KensingtonSantaRosaGRS.rup Calc = MJ8 House faces: S RDEL-AIR HEATING • AIR CONOmONUIG Project Summary Entire House Job: Date: By: LOT KENSINGTON 3/31/2015 FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM For: Ryan Homes Notes: LS by CA on 11.02.2015 LS 02.19.16 S I R Weather: Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 °F Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 28090 Btuh Ducts 3511 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 31602 Btuh Infiltration Method Construction quality Fireplaces Area (ft2 Volume ft3) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 He 2560ing Cooling2560 22631 22631 0.41 0.21 155 79 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140421 K AHRI ref 8242633 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 34 OF Backup: 8.5 HSPF 38000 Btuh @ 47°F 27 OF 1283 cfm 0.041 cfm/Btuh 0.40 in H 20 Input = 8 kW, Output = 28445 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 22999 Btuh Ducts 5922 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 28921 Btuh Latent Cooling Equipment Load Sizing Structure 3339 Btuh Ducts 1206 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4545 Btuh Equipment total load 33465 Btuh Req. total capacity at 0.75 SHR 3.2 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140421 K Coil ASPT47D14A AHRI ref 8242633 Efficiency 12.5 EER, 15 SEER Sensible cooling 28875 Btuh Latent cooling 9625 Btuh Total cooling 38500 Btuh Actual air flow 1283 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WCI IItSOft' 2017-Apr-2513:48:26 g Right -Suite® Universal 2017 17.0.16 RSU24009 Page 1 serveSantaRosaCS\LotIKensingtonSantaRosaGRS.rup Calc = MJ8 House faces: S DEL -AIR Right-JO Worksheet Motor Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 1 KENSINGTON Date: 3/31/2015 By: FJF 1 Room name Entire House Great 2 Exposed wall 279.0 ft 35.5 ft 3 Room height 8.6 ft 9.3 ft heat/cool 4 Room dimensions 1.0 x 375.1 ft 5 Room area 2623.5 ft2 375.1 ft2 Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vt/ 12C-Osw 0.091 n 2.91 2.72 284 264 769 719 0 0 0 0 2A-2om 0.540 n 17.28 14.36 15 0 259 215 0 0 0 0 2B-2fm 0.540 n 17.28 14.36 5 0 86 72 0 0 0 0 13A-2ocs 0.201 n 6.43 5.02 372 290 1867 1458 181 149 956 747 11 2A-2om 0.540 n 17.28 14.36 49 0 847 704 0 0 0 0 I- 2A-2om 0.540 n 17.28 14.36 33 0 565 469 33 0 565 469 W 168-19ad 0.049 n 1.57 2.60 36 36 56 93 0 0 0 0 12C-0sw 0.091 a 2.91 2.72 242 212 616 576 0 0 0 0 2A-2om 0.540 e 17.28 34.02 15 0 259 510 0 0 0 0 2A-2om 0.540 e 17.28 34.02 15 0 266 524 0 0 0 0 Vf/ 13A-2ocs 0.201 a 6.43 5.02 251 171 1099 858 149 117 750 586 2A-2om 0.540 e 17.28 34.14 16 0 275 543 16 0 275 543 2A-2om 0.540 e 17.28 34.14 16 0 282 558 16 0 282 558 2A-2omd 0.620 a 19.84 16.40 48 48 952 787 0 0 0 0 W 16B-19ad 0.049 a 1.57 2.60 30 30 47 78 0 0 0 0 12C-Osw 0.091 s 2.91 2.72 320 275 801 749 0 0 0 0 2A-2om 0.540 s 17.28 14.47 45 41 778 651 0 0 0 0 13A-2ocs 0.201 s 6.43 5.02 177 114 732 572 0 0 0 0 2A-2om 0.540 s 17.28 14.36 39 39 671 558 0 0 0 0 11 DO 0.390 s 12.48 11.50 24 24 300 276 0 0 0 0 W 12C-Osw 0.091 w 2.91 2.72 272 272 792 741 0 0 0 0 V)/ 13A-2ocs 0.201 w 6.43 5.02 419 386 2484 1940 0 0 0 0 2A-2om 0.540 w 17.28 34.14 16 0 275 543 0 0 0 0 2A-2om 0.540 w 17.28 34.14 16 0 282 558 0 0 0 0 R 12C-Osw 0.091 2.91 1.33 346 328 957 436 224 224 653 298 L--D 11 DO 0.390 n 12.48 11.50 18 18 223 206 0 0 0 0 C 1613-38ad 0.026 0.83 1.38 1569 1569 1305 2162 0 0 0 0 F 20P-13t 0.068 2.18 0.88 306 306 665 270 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 1264 131 4146 0 375 36 1124 0 6 c) AED excursion 0 60 Envelope loss/gain 22658 17829 4605 3140 12 a) Infiltration 5433 1565 747 215 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Qo 230 5 1150 3 690 Appliances/other 2455 0 Subtotal (lines 6 to 13) 28090 22999 5351 4045 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 28090 22999 5351 4045 15 Duct loads 13% 26% 3511 5922 0 % 0 % 01 0 Total room load 31602 28921 5351 4045 Air required (cfm) 1283 1283 217 179 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4$4- wrightsoft 4CA - 2017-Apr-2513:48:26 Right -Suite® Universal 2017 17.0.16 RSU24009 Page 1 serveSantaRosaCS\LotlKensingtonSantaRosaGRS.rup Calc = MJ8 House faces: S RDEL-AIR Right-M Worksheet xrmtxc - M ONDmuxwc Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 1 KENSINGTON Date: 3/31/2015 By: FJF 1 Room name DINRM PWD 2 Exposed wall 26.0 ft 6.0 ft 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 14.0 x 12.0 ft 9.5 x 6.0 ft 5 Room area 168.0 ft2 57.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-OF) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 120-0sw 0.091 n 2.91 2.72 0 0 0 0 0 0 0 0 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 213-2fm 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 6.43 5.02 0 0 0 0 0 0 0 0 11 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 n 1.57 2.60 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.91 2.72 0 0 0 0 0 0 0 0 2A-2om 0.540 e 17.28 34.02 0 0 0 0 0 0 0 0 2A-2om 0.540 e 17.28 34.02 0 0 0 0 0 0 0 0 13A-2ocs 0.201 a 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 a 17.28 34.14 0 0 0 0 0 0 0 0 G 2A-2om 0.540 e 17.28 34.14 0 0 0 0 0 0 0 0 L- 2A-2omd 0.620 a 19.84 16.40 0 0 0 0 0 0 0 0 W 166-19ad 0.049 e 1.57 2.60 0 0 0 0 0 0 0 0 4 12C-0sw 0.091 s 2.91 2.72 0 0 0 0 0 0 0 0 I--G 2A-2om 0.540 s 17.28 14.47 0 0 0 0 0 0 0 0 j 13A-20cs 0.201 s 6.43 5.02 130 91 588 459 0 0 0 0 G 2A-2om 0.540 s 17.28 14.36 39 39 671 558 0 0 0 0 D 11 DO 0.390 s 12.48 11.50 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 w 2.91 2.72 0 0 0 0 0 0 0 0 UIJ 13A-2ocs 0.201 w 6.43 5.02 112 112 718 561 56 56 359 280 2A-2om 0.540 w 17.28 34.14 0 0 0 0 0 0 0 0LG2A-2om 0.540 w 17.28 34.14 0 0 0 0 0 0 0 0 P 12C 0sw 0.091 2.91 1.33 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 12.48 11.50 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.83 1.38 0 0 0 0 0 0 0 0 F 20P-13t 0.068 2.18 0.88 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 168 26 823 0 57 6 190 0 6 c) AED excursion 29 5 Envelope loss/gain 2800 1549 549 275 12 a) Infiltration 547 158 126 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 50 Subtotal (lines 6 to 13) 3346 1936 675 361 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3346 1936 675 361 15 Duct loads 0% 0 % 0 0 0 % 0 % 0 0 Total room load 3346 1936 675 361 Air required (cfm) 136 86 27 16 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Apr-25 13:48:26 A Right -Suite® Universal 2017 17.0.16 RSU24009 Page 2 serveSantaRosaCS\LotiKensingtonSantaRosaGRS.rup Calc = MJ8 House faces: S 3DEL-AIR HExnHc - nm commcmma Right- M Worksheet Entire House DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 1 KENSINGTON Date: 3/31 /2015 By: FJF 1 Room name Dinette/Kitchen Bdrm 2 2 Exposed wall 22.5 ft 28.0 ft 3 Room height 9.3 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 454.4 ft 1.0 x 184.5 ft 5 Room area 454.4 ft2 184.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuhfftz°F) Btu ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool 6 12C-0sw 0.091 n 2.91 2.72 0 0 0 0 0 0 0 0 2A- 2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 2B- 2fm 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 n 6.43 5.02 14 14 90 70 0 0 0 0 11 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 2A- 2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 n 157 2.60 0 0 0 0 0 0 0 0 12C- Osw 0.091 a 2.91 2.72 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 17.28 34.02 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 17.28 34.02 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 a 6.43 5.02 0 0 0 0 0 0 0 0 2A- 2om 0.540 a 17.28 34.14 0 0 0 0 0 0 0 0 I- G 2A-2om 0.540 e 17.28 34.14 0 0 0 0 0 0 0 0 L 2A-2omd 0.620 a 19.84 16.40 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 a 1.57 2.60 0 0 0 0 0 0 0 0 1R1 12C-0sw 0.091 s 2.91 2.72 0 0 0 0 112 97 282 264 I-- G 2A-2om 0.540 s 17.28 14.47 0 0 0 0 15 14 259 217 0. 201 s 6.43 5.02 47 23 145 113 0 0 0 0 tj13A- 2ocs 2A- 2om 0.540 s 17.28 14.36 0 0 0 0 0 0 0 0 11 DO 0.390 s 12.48 11.50 24 24 300 276 0 0 0 0 W 12C-0sw 0.091 w 2.91 2.72 0 0 0 0 112 112 326 305 V/ 13A-20cs 0.201 w 6.43 5.02 149 149 957 747 0 0 0 0 I- G 2A-2om 0.540 w 17.28 34.14 0 0 0 0 0 0 0 0 L 2A-2om 0.540 w 17.28 34.14 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.91 1.33 122 104 303 138 0 0 0 0 I- D 11 DO 0.390 n 12.48 11.50 18 18 223 206 0 0 0 0 C 1613-38ad 0.026 0.83 1.38 0 0 0 0 185 185 154 254 F 2OP-13t 0.068 2.18 0.88 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 454 23 712 0 0 0 0 0 6 c) AED excursion 42 6 Envelope loss/gain 2729 1508 1021 1035 12 a) Infiltration 473 136 507 146 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 1200 0 Subtotal ( lines 6 to 13) 3203 2845 1528 1181 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3203 2845 1528 1181 15 Duct loads 0% 00/0 0 0 23% 43% 346 506 Total room load 3203 2845 1874 1687 Air required (cfm) 130 126 76 75 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ld wrigtftsoft` 2017-Apr-2513:48:26 i4C P. Right - Suite® Universal 2017 17.0.16 RSU24009 Page 3 serveSantaRosaCS\ Lotl KensingtonSantaRosaGRS.rup Cale = MJ8 House faces: S DEL --AIR Right-M Worksheet nenrn+c • M caxomaxOa Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 1 KENSINGTON Date: 3/31 /2015 By: FJF 1 Room name Bdrm 3 Bthrm 1 2 Exposed wall 12.0 ft 6.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 149.5 ft 11.0 x 6.0 ft 5 Room area 149.5 ft2 66.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) 13tuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Val 12C-0sw 0.091 n 2.91 2.72 0 0 0 0. 0 0 0 0 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 213-2fm 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 13A-20cs 0.201 n 6.43 5.02 0 0 0 0 0 0 0 0 11 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 n 1.57 2.60 0 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.91 2.72 0 0 0 0 0 0 0 0 2A-2om 0.540 e 17.28 34.02 0 0 0 0 0 0 0 0 2A-2om 0.540 e 17.28 34.02 0 0 0 0 0 0 0 0 13A-20cs 0.201 a 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 e 17.28 34.14 0 0 0 0 0 0 0 0 I--G 2A-2om 0.540 e 17.28 34.14 0 0 0 0 0 0 0 0 I-G 2A-2omd 0.620 a 19.84 16.40 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 a 1.57 2.60 0 0 0 0 0 0 0 0 Val 12C-0sw 0.091 s 2.91 2.72 96 81 236 221 0 0 0 0 r- G 2A-2om 0.540 s 17.28 14.47 15 14 259 217 0 0 0 0 13A-20cs 0.201 s 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 14.36 0 0 0 0 0 0 0 0 D 11 DO 0.390 s 12.48 11.50 0 0 0 0 0 0 0. 0 W 12C-Osw 0.091 w 2.91 2.72 0 0 0 0 48 48 140 131 13A-2ocs 0.201 w 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 34.14 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 34.14 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.91 1.33 0 0 0 0 0 0 0 0 L__D 11 DO 0.390 n 12.48 11.50 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.83 1.38 150 150 124 206 66 66 55 91 F 2OP-13t 0.068 2.18 0.88 80 80 175 71 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 0 4 Envelope loss/gain 794 715 195 218 12 a) Infiltration 217 63 109 31 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) 1011 778 303 249 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1011 778 303 249 15 Duct loads 23% 43% 229 333 23% 43% 69 107 Total room load 1240 1111 372 356 Air required (cfm) 50 49 15 16 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoft- 2017-Apr-2513:48:26 Right -Suite® Universal 2017 17.0.16 RSU24009 Page 4 serveSantaRosaCS\Lotl KensingtonSantaRosaGRS.rup Calc = MJ8 House faces: S d DEL -AIR Right-M Worksheet Job: LOT 1 KENSINGTON xemm0 • am 00x0m0we0 Entire House Date: 3/31 /2015 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name Mstr WIC Mstr Bthrm 2 Exposed wall 25.5 ft 10.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 159.3 ft 1.0 x 98.0 ft 5 Room area 159.3 ft2 98.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-OF) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vtl 12C-Osw 0.091 n 2.91 2.72 68 68 198 185. 68 63 183 172 II--G 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 2B-2fm 0.540 n 17.28 14.36 0 0 0 0 5 0 86 72 13A-20cs 0.201 n 6.43 5.02 0 0 0 0 0 0 0 0 11 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 I 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 W 166-19ad 0.049 n 1.57 2.60 24 24 38 62 12 12 19 31 j 12C-Osw 0.091 a 2.91 2.72 0 0 0 0 0 0 0 0 F--G 2A-2om 0.540 e 17.28 34.02 0 0 0 0 0 0 0 0 C 2A-2om 0.540 e 17.28 34.02 0 0 0 0 0 0 0 0 13A-20cs 0.201 a 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 a 17.28 34.14 0 0 0 0 0 0 0 0 2A-2om 0.540 e 17.28 34.14 0 0 0 0 0 0 0 0 2A-2omd 0.620 a 19.84 16.40 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 a 1.57 2.60 0 0 0 0 0 0 0 0 y/ 12C-Osw 0.091 s 2.91 2,72 0 0 0 0 0 0 0 0 I---G 2A-2om 0.540 s 17.28 14.47 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 14.36 0 0 0 0 0 0 0 0 11 DO,... 0.390 s 12.48 11.50 0 0 0 0 0 0 0 0 W 12C?Osw 0.091 w 2.91 2.72 112 112 326 305 0 0 0 0 W 13A-20cs 0.201 w 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 34.14 0 0 0 0 0 0 0 0 R" 2A-2om 12C-06w 0.540 0.091 w 17.28 2.91 34.14 1.33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L_D 11DO 0.390 n 12.48 11.50 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.83 1.38 159 159 132 219 98 98 82 135 F 20P-13t 0.068 2.18 0.88 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 13 7 Envelope loss/gain 694 759 370 403 12 a) Infiltration 461 133 181 52 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) 1 1156 892 551 455 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1156 892 551 455 15 Duct loads 23 % 43 % 262 382 23 % 43 % 125 195 Total room load 1417 1274 676 650 Air required (cfm) 58 57 27 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. FP` wrightsoft- 2017-Apr-2513:48:26 W-CAA Right -Suite® Universal 2017 17.0.16 RSU24009 Page 5 serveSantaRosaCS\LotlKensingtonSantaRosaGRS.rup Calc = MJ8 House faces: S 4? DELAIR Right-J® Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 1 KENSINGTON Date: 3/31 /2015 By: FJF 1 Room name Mstr Bdrm Mstr WC 2 Exposed wall 34.5 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 18.5 x 16.0 ft 3.5 x 5.5 ft 5 Room area 296.0 ft2 19.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.91 2.72 148 133 387 362 0 0 0 0 2A-2om 0.540 n 17.28 14.36 15 0 259 215 0 0 0 0 2B-2fm 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 11 VV G 13A-20cs 2A-2om 0.201 0.540 n n 6.43 17.28 5.02 14.36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-G 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 n 1.57 2.60 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.91 2.72 128 113 328 307 0 0 0 0 2A-20m 0.540 e 17.28 34.02 0 0 0 0 0 0 0 0 2A-2om 0.540 e 17.28 34.02 15 0 266 524 0 0 0 0 13A-20cs 0.201 a 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 e 17.28 34.14 0 0 0 0 0 0 0 0 2A-2om 0.540 e 17.28 34.14 0 0 0 0 0 0 0 0 2A-2omd 0.620 a 19.84 16.40 0 0 0 0 0 0 0 0 W 16B-19ad 0.049 a 1.57 2.60 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.91 2.72. 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 14.47 0 0 0 0 0 0 0 0 j 13A-20cs 0.201 s 6.43 5.02 0 0 0 0 0 0 0 0 G 2A-2om 0.540 s 17.28 14.36 0 0 0 0 0 0 0 0 D 11 DO 0.390 s 12.48 11.50 0 0 0 0 0 0 0 0 V1 12C-Osw 0.091 w 2.M 2.72 0 0 0 0 0' 0 0 0 W 13A-2ocs 0.201 w 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 34.14 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 34.14 0 0 0 0 0 0 0 0 R 12C-Osw 0,091 2.91 1.33 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 12.48 11.50 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.83 1.38 296 296 246 408 19 19 16 27 F 20P-13t 0.068 2.18 0.88 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 41 0 Envelope loss/gain 1487 1775 16 26 12 a) Infiltration 624 180 0 0 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) 2111 2785 16 26 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2111 2785 16 26 15 Duct loads 23 % 43 % 478 1194 23 % 43 % 4 11 Total room load 77 2589 3979 20 37 Air required (cfm) 105 177 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Apr-25 13:48:26 AC( Right -Suite® Universal 2017 17.0.16 RSU24009 Page 6 serveSantaRosaCS\LotlKensingtonSantaRosaGRS.rup Calc = MJ8 House faces: S 4DEL-AIR Right-JO Worksheet MMG • M cnxnmuxme Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 1 KENSINGTON Date: 3/31 /2015 By: FJF 1 Room name LOFT Laundry 2 Exposed wall 32.0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft . heat/cool 4 Room dimensions 1.0 x 345.5 ft 7.0 x 6.0 ft 5 Room area 345.5 ftz 42.0 ftz Ty Construction U-value Or HTM Area (ftq Load Area (ftq Load number Btuh/ft2-IF) BtuWftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 n 2.91 2.72 0 0 0 0 0 0 0 0 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 213-2fm 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 13A-20cs 0.201 n 6.43 5.02 0 0 0 0 0 0 0 0 11 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 W 1613-19ad 0.049 n 1.57 2.60 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2.91 2.72 114 99 288 270 0 0 0 0 2A-2om 0.540 e 17.28 34.02 15 0 259 510 0 0 0 0 2A-2om 0.540 e 17.28 34.02 0 0 0 0 0 0 0 0 13A-2ocs 0.54 e 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 e 17.28 34.14 0 0 0 0 0 0 0 0 2A-2om 0.540 e 17.28 34.14 0 0 0 0 0 0 0 0 2A-2omd 0.620 a 19.84 16.40 0 0 0 0 0 0 0 0 W 166-19ad 0.049 a 1.57 2.60 30 30 47 78 0 0 0 0 yl 12C-Osw 0.091 s 291 2.72 112 97 282 264 0 0 0 0 2A-2om 0.540 s 17.28 14.47 15 14 259 217 0 0 0 0 13A-2ocs 0.201 s 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 14.36 0 0 0 0 0 0 0 0 11 DO 0.390 s 12.48 11.50 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.91 2.72 0 0 0 0 0 0 0 0 V)J 13A-20cs 0.201 w 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 34.14 0 0 0 0 0 0 0 0 L_ C 2A-2om 0.540 w 17.28 34.14 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.91 1.33 0 0 0' 0 0 0 0 0 L-D 11 DO 0.390 n 1248 11.50 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.83 1.38 346 346 287 476 42 42 35 58 F 20P-13t 0.068 2:18 0.88 225 225 490 199 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 32 10 Envelope loss/gain 1914 1982 35 48 12 a) Infiltration 579 167 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Qa 230 0 0 0 0 Appliances/other 0 600 Subtotal (lines 6 to 13) 2492 2149 35 648 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2492 2149 35 648 15 Duct loads 23% 43% 564 921 23 % 43%1 8 278 Total room load 3057 3071 43 926 Air required (cfm) 124 136 2 41 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Apr-25 13:48:26 ACA Right -Suite® Universal 2017 17.0.16 RSU24009 Page 7 serveSantaRosaCS\LotlKensingtonSantaRosaGRS.rup Calc = MJ8 House faces: S DEL -AIR Right-J® Worksheet HEATING • M CONOmOMC Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 1 KENSINGTON Date: 3/31 /2015 By: FJF 1 Room name Morning 2 Exposed wall 41.0 ft 3 Room height 9.3 ft heat/cool 4 Room dimensions 19.0 x 11.0 ft 5 Room area 209.0 ft2 Ty Construction number U-value Btuh/ft2-°F) Or HTM Btuh/ftz) Area (ft or perimeter (ft) Load Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 2A-2om 2B-2fm 0.091 0.540 0.540 n n n 2.91 17.28 17.28 2.72 14.36 14.36 0 0 0 0 0 0 0 0 0 0 0 0CGG 11 13A-20cs 2A-20m 0.201 0.540 n n 6.43 17.28 5.02 14.36 177 49 128 0 821 847 641 704 2A-2om 0.540 n 17.28 14.36 0 0 0 0 W j 16B-19ad 12C-0sw 0.049 0.091 n a 1.57 2.91 2.60 2.72 0.`. 0 0 0 0 0 0 0 G 2A-2om 0.540 e 17.28 34.02 0 0 0 0 C 2A-2om 0.540 e 17.28 34.02 0 0 0 0 VjJ 13A-2ocs 2A-2om 0.201 0.540 a e 177.2828 5. 34.1414 102 0 54 0 34 00 273 0 2A-2om 0.540 e 17.28 34.14 0 0 0 0IE-GG 2A-2omd 0.620 a 19.84 16.40 48 48 952 787 W 1613-19ad 0.049 a 1.57 2.60 0 0 0 0 12C-0sw 0.091 s 2.91 2.72 0 0 0 0 2A-2om 0.540 s 17.28 14.47 0 0 0 0 13A-2ocs 0.201 s 6.43 5.02 0 0 0 0 2A-2om 11 DO 12C-0sw 0.540 0.390 0.091 s s w 17.28 12.48 2.91 14.36 11.50 2.72 0 0 0 0 0 0 0 0 0 0 0 0W yJ GL-G 13A-2ocs 2A-2om 0.201 0.540 w w 6.43 17.28 5.02 34.14 102 16 70 0 451 275 352 543 P` 2A-2om 12C-0sw 0.540 0.091 w 17.28 2.91 34.14 1.33 16 0 0 0 282 0 558 0 L-D 11 DO 0.390 n 12.48 11.50 0 0 0 0 C 166-38ad 0.026 0.83 1.38 209 209 174 288 F 20P-13t 0.068 2A8 0.88 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 209 41 1298 0 6 c) AED excursion 249 Envelope loss/gain 5449 4395 12 a) Infiltration 862 248 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 5 Subtotal (lines 6 to 13) 6311 4648 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 6311 4648 15 Duct loads 23 % 43% 1428 1993 Total room load 7740 6641 Air required (cfm) 314 295 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft` 2017-Apr-25 13:48:26 ACA Right -Suite® Universal 2017 17.0.16 RSU24009 Page 8 serveSantaRosaCS\LotlKensingtonSantaRosaGRS.rup Calc = MJ8 House faces: S DEL -AIR Duct System Summary Job: LOT KENSINGTON Date: 3131 /2015 HEATIHG- AMCONDMONHIC Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM For: Ryan Homes Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest friction rate 0.279 in/100ft 0.279 in/100ft Actual air flow 1283 cfm 1283 cfm Total effective length (TEL) 122 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdrm 2 h 1874 76 75 0.399 6.0 Ox 0 VIFx 15.3 70.0 Bdrm3 h 1240 50 49 0.383 6.0 Ox0 VIFx 18.8 70.0 Bthrm 1 c 356 15 16 0.443 4.0 ox0 VIFx 6.7 70.0 DINRM h 3346 136 86 0.310 7.0 Ox0 VIFx 19.7 90.0 st1 Dinette/Kitchen h 1601 65 63 0,325 6.0 Ox0 VIFx 14.5 90.0 SO Dinette/Kitchen-A h 1601 65 63 0.316 6.0 Ox0 VIFx 17.7 90.0 sti Great h 5351 217 179 0.279 8.0 Ox 0 VIFx 31.7 90.0 st1 LOFT c 3071 124 136 0.366 7.0 Ox 0 VIFx 22.8 70.0 Laundry c 926 2 41 0.455 4.0 Ox 0 VIFx 4.7 70.0 Morning h 7740 314 295 0.293 9.0 Ox 0 VIFX 25.9 90.0 st1 Mstr Bdrm c 3979 105 177 0.372 8.0 Ox 0 VIFx 21.4 70.0 Mstr Bthrm c 650 27 29 0.429 5.0 Ox 0 VIFx 9.2 70.0 Mstr WC c 37 1 2 0.433 4.0 Ox 0 VIFx 8.5 70.0 Mstr WIC h 1417 58 57 0.445 5.0 Ox0 VIFx 6.4 70.0 PWD h 675 27 16 0.322 4.0 Ox 0 VIFx 15.6 90.0 SO Su ,T,urlk'tDetailTableXWil ua Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk st1 Peak AVF 825 702 0.279 591 16.0 0 x 0 VinlFlx wri htsoft° 2017-Apr-2513:48:27 9 Right -Suite® Universal 2017 17.0.16 RSU24009 Page 1 serveSantaRosaCS\Lotl KensingtonSantaRosaGRS. rup Calc = MJ8 House faces: S Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design IF Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1283 1283 0 0 0 0 Ox 0 VIFx wri htsoft® 2017-Apr-2513:48:27 9 Right -Suite® Universal 2017 17.0.16 RSU24009 Page 2 ACCA ... serveSantaRosaCS\Lots KensingtonSantaRosaGRS.rup Calc = MJ8 House faces: S I I I 3 Izeo 1h12 I.cd 9' II I II b 1 I I ij 3' bath duct to roof cap ii 12a 6 `•`°I s• J „ „ra B. w/fan 42X42 A/C SLAB ONutone696RNB BY BLDR MIN I 2' FROM WALL J• OO'' II id I I - - i i LLL___ TR1 vieRv z w va f pm z4.0 tl aR Sm c•Ir d/e'•Mv TrmsCer ducts!rues skM Im ranpllvnce M.Florida RrsdmtlW ulb p Lotiv - ptJ— a — Retvn Nr euewu 11-3 Jltlrr wct Provide umactrktatl t IrcM1 undercut m da— to hobkoblrrwrc. I I aal r-W I via II Pm1R 1 i PXRy I I II I 1 II Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. AU duct has an —G Insulation -We. Rating Z E O 1--- UJ O O L7 8 d E I,) H al N T d W I,j 0.Yo 3' bath duct to roof cap w/fanNutone 696RNB fryer vent bo ec 1•ctl c 8 1 a K b rr._rr Rating Must have a nlnlnun clearance of 4 Inches around the air hondler per the State Energy code. All duct has an r=6 Insulation value. G3i N Oj VI d Z 01 V1 O S o d Z N d C Z d W M O 0 Y oLU FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGaugeg - USRCSB v5.1 4/25/2017 12:12:55 PM Page 1 of 1 DESCRIPTION AS FURNISHED: Lot 1, KENSINGTON RESERVE, as recorded in Plat ook **, Pages ** 17' f3qthrough ***, Public Records of Seminole County, Florida. (UNRECORDED) ZOItrIN 5PLOTPLANFOR / CERTIFIED T0._ Ryan Homes/NVR Ok to construct Single Family home with setbacks and ~ RECORD COPY impervious area shown 2'7. s on plan. Ietp. ADDRESS: TAT -r A v,Qj Yt{t1 US' I E l 2V0.f inrj C ) a-i. 3816 HANWORTH LOOP S l'i' INSTL' `i L _Z)J' .j V-P-/ (PER Cuter) KENSINGTON BOULEVARD (PER UNRECORDED PLAT) (PRIVATE ROAD)(80' WIDE) D=90000'00" S 89040'51 " W R=25.00' 50.00' 1,00' NON -VEHICULAR EASEMENT L=39.27' C=35.36' 19 CONC WALK CB=S 44040'51 " W — — — — — — T 70' UTIL. ESMT. i — — — — — — — — — - 37.13' 37.13' LOT 1 i I 127.20' 78.7' LANAI r` I toA$ d 21.3' o A I PROPOSED MODEL SANTA ROSA - C o I 2 CAR GARAGE RIGHT A/C m I W\MORNING RM. O I W/LANAI O I 7' ENTRY 127.20' 18 ry1h I ' 12.0' N Ao 21.3' A I c v \ 5.0' WALK27.21' 25.87' I— — — — — — — —4 — D=90M0000" R=25.00' L=39.27' C=35.36' CB=S 45M19'09" E CONC WALK 9 10' UTIL. ESMT. 7.80' N 89040'51 " E 50, 00 , H.ANIVO.RTH LOOP (PER CLIENT) HANOVER LOOP (PER UNRECORDED PLAT) PRIVATE ROAO)(50' WIDE) 0 LOT 2 PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY BUILDING SETBACKS: AS FURNISHED PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS FRONT = 25 REAR = 20' fir= PROPOSED DRAINAGE FLOW I GF.O IMPERVIOUS COVERAGE = 2,272t SQUARE FEET OR 27.2Z SIDE = 5' FOR 40' LOTS LOT GRADING TYPE B { CONTAINS LOTSQ FINISH FLOOR PER PLANS = 29.2' LrONGOTAREA CONTAINS 1771 .* SQUARE FEET SIDE = 10' FOOR 75 LOTS' Qil CONC/LANAI/PORCH CONTAINS 558t SQUARE FEET SIDE STREET = 25' CRUSENML'YT'R-SCOTT ASSOC, INC. - LAND SURVEYORS LEGEND _ _ LEGEND P PLAT PAL . POUT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F . FIELD TYPE . TYPICAL NOTES: IP. . IRON PIPE P.R.C. • POINT OF REVERSE CURVATURE I.R. . IRON ROD P.C.C. POUT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY COMFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF CONCRETE MONUMENT RADIAL PROFESS IL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMANR7RATNE CODE PURSUANT TO SEC17ON 472.027E FLORIDA STATUES SESET I.R . 1/2' I.R../NEB 43% Nit .NON -RADIALNit 2. UNLESS EMBOSSED N70i SURVEYORS SIGNATURE AND ORRiNV. RAISED SEAL, THIS SURVEY AAP OR COPIES ARE NOT VALID. REC. RECOVERED V.P.POINT . VITNESS PO J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PD.B. POINT OF BEGINNING CALC. CALCULATED PDC. OR EASEMENTS THAT AFFECT THIS PROPERTY. POINT OF COMMENCEMENT PRA PERMANENT R6ERENCE MONUMENT E . CENTERLINE F.F. . i1OEELEVATION 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. SEOOR K LINENLD • NAIL L DISK F.F. • FINISHED SETBACKBUILDING 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE COMFTED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER EMRY. R/W RIGHT!dTAY LL DENCH ARK 8. DAUMONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT 8E USED 10 RECONSTRI/CT BOUNDARY LINES. ESMT. . EASEMENT BA. BASE BEARING DRAM DRAINAGE Z BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS SASE BEARING (8.8.) ETD, - UTILITY 8. ELEVATIONS. IF SHOWN. ARE BASED ON NAIMNAL GEODETIC VOMCAL 04TLOU OF 1929. UNLESS OTHERWISE N070 CLFC. CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION NM 459& VDFC. VOOD FENCE C/B CONCRETE BLOCK P.C. POINT OF CURVATURE SCALE DRAWN 8Y' . P.T. POINT OF TANGENCY DESC. = DESCRIPTION 2)LENSED Cl7tTiFlEO BY: DATE ORDER No. ARCLENGTHPLOT PLAN 04-18-2017 1348-17 D DELTA REVISED PLOT PLAN (REMOVED DRIVEWAY) 04-26-2017 C. B. • CHORD BEARING STREET WADIES ONLY 05-12-17 DI • DRAINAGE DNLET NORTH REVISED PLOT PLAN 05-24-17 2103-17 THIS BUILDING/PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' ZONE X' MAP 112717CO09OF (09-28-07) TOM X. CRUSENMEYER, R.L.S. 1 4714 JAMES W. SCOTT, R.LS 1 4801 A4,0 RECORD COPY 4'V h l / ,vim°° r v77"*-' hod , Vlr A t,, v 3" Lf j. )1 C/w t/L OSANFORD 17-1393 J/K 4 fDJ Tom'• I I II LANAI II l Miff I YCM II A I I II II0 II 12.127d II II 9' II r2)25-e14 I I i Ib F- I o NEI'fB I GUATROW U I II I 3" bath duct - 1ox6lwcd j 205 ETCHIW i i11i65 65 14x8 lwcd to roof cap ;; ;1ox6 lwcd e• 6, w/fan-_-_6_ --- Nutone 696RNB I I I I ex4 1wc I I I I r-W as I I I I III I LLl---J I I II I I 7 3.5 TON W/6KW 2240V 1PH 18x13 plen 24x14 rad 12 d I platform by I bdrIIR1Y6Rl 7'V scale 1/8'=110' z-1 Transfer ducts/grilles sized In TI I compliance with Florida Residential I 2CARGARA® Building Code - M1602,4 Balanced 914CL& Return Air, exceptions 1-3. Builder must provide unrestricted 1 Inch 26-04 96-04 T. undercut on doors to habitable ____________________________ rooms. I I y-8, as r- I 41% I n' TfR I • I I I WW L = J . r'-o• x m-a oFnv a:>• 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 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, Rating v o_ e S eKs S n N M Q z () () O_ N Ln k W LLJ Q 0 O ri O O I znU) W IC5 VI E 0 Lin O ck LD I z D C H V d zM 0 CD z o_ U) w z o UJ Q o Q m IZ J (n C) SECOND FLOOR PLAN RAZE, V4 . 11_p' ERYARN v Rating Must have a minimum clearance of 4 inches around the air handler per the State Energy code, All duct has an r=6 insulation value. N z m Q U ly 0 w w ly- CDQo Od 0o Ul d z nU 1,f) o E o F--Ln oD i zCD d h 1 Oj 4-> d c z M d LLJ M o z O_ N w 0 z o w Q m H J O Q m I- J Cl RECORD Copy 1 3 9 DING ORI) iOR 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES a 0 U o PROJECT: KENSINGTON RESERVE U COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:1 / MODEL:SANTA ROSA / ELEV:C JOB#: 68272 MASTER#: XR5SRCLM OPTIONS: LANAI MORNING ROOM RE: Job XR5SRCLM RECORD COPY ber design values are in accordance with ANSI/TPI 1-2007 section 6.3 se truss designs rely on lumber values established by others. A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 Site Information: Customer Info: RYAN HOMES Project Name: Scattered Lots Lot/Block: Model: SANTA ROSA Address: Subdivision: City: County: Orange State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 50 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet } conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. 77 LDING S flF OR OFPAFt- 1393 No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0071135 A01G 4/5/17 13 A0071147 FG1 4/5117 25 A0071159 FL12 4/5/17 2 A0071136 A02 4/5/17 14 A0071148 FG2 4/5/17 26 A0071160 FL13 415/17 3 A0071137 A03 4/5/17 15 A0071149 FG3 4/5/17 27 A0071161 FL15G 4/5117 4 A0071138 A04 4/5/17 16 A0071150 FL01GE 4/5/17 28 A0071162 FL16 4/5/17 5 A0071139 A05 4/5/17 17 A0071151 FL02 4/5/17 29 A0071163 FL17 4/5/17 6 A0071140 A06 4/5/17 18 A0071152 FL03 4/5/17 30 A0071163 FL18 4/5/17 7 A0071141 CA 4/5/17 19 A0071153 FL05 4/5/17 31 A0071164 FL19 4/5/17 8 A0071142 CAA 4/5/17 20 A0071154 FL06G 4/5/17 32 A0071165 FL20 4/5/17 9 A0071143 CA L 4/5/17 21 A0071155 FL07G 4/5/17 33 A0071166 FL21 GE 4/5/17 10 A0071144 CJ3 4/5/17 22 A0071156 FL08 4/5/17 34 A0071168 G03G 4/5/17 11 A0071145 UK 4/5/17 23 A0071157 FL09G 4/5/17 35 A0071169 H03 4/5/17 12 A0071146 I CJ5 4/5/17 24 A0071158 I FL11GE 4/5/17 11216 1 A0071170 H04G 415/17 The truss drawing(s) referenced have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided byA-1 Roof Trusses, Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE -The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of components for any particular building is the responsibility of the building designer, perANSlfrPI-1 Sec. 2. The Truss Design Drawing(s)(rDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'Structural Engineering Documents) are specialty structural component designs and may be part of the projects deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty Engineer), the seal here and on the TDD represents an acceptance of professional Anthony T. T engineering responsibility for the design of the single Truss depicted on the TDD only The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs and all related notes. Page 1 of 2 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 A-1 ROOF These truss designs rely on lumber values established by others. TRUSSES A FLORIDA CORPORATION RE: Job XR5SRCLM No. Seal # Truss Name Date 37 A0071171 HJ3 415/17 38 A0071172 HJ5L 4/5/17 39 A0071173 HJ7 4/5/17 40 A0071174 J3 4/5/17 41 A0071175 J5 4/5/17 42 A0071176 J5A 4/5/17 43 A0071177 J5GE 4/5/17 44 A0071178 J5L 4/5/17 45 A0071179 MA 415/17 46 A0071180 J7 4/5/17 47 A0071181 M05G 415/17 48 A0071182 M06 4/5/17 49 A0071183 M07 4/5/17 50 A0071184 M08 4/5/17 51 STDL01 STD. DETAIL 4/5/17 52 STDL02 STD. DETAIL 415/17 53 STDL03 STD. DETAIL 415/17 54 STDL04 STD. DETAIL 4/5/17 55 STDL05 STD. DETAIL 415/17 56 STDL06 STD. DETAIL 4/5/17 57 STDL07 STD. DETAIL 415/17 58 STDL08 STD. DETAIL 415/17 59 STDL09 STD. DETAIL 4/5/17 60 STDL10 STD. DETAIL 415/17 61 STDL11 STD. DETAIL 4/5/17 62 STDL12 STD. DETAIL 415/17 63 STDL13 STD. DETAIL 415/17 64 STDL14 STD. DETAIL 4/5/17 65 STDL15 STD. DETAIL 415/17 66 1 STDL16 STD. DETAIL 4/5/17 Page 2 of 2 Job Truss Truss Type Ply RYAN HOMES / SANTA ROSAXR5SRCLMA0071135 A01G HIP GIRDER Fy 2 Job Reference (optional) Al Root I cusses, Fort Hierce, FL 34946, deslgn(daltnlss.com Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:42:55 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-nxFuVjphVxm7hwhi_pgRPL8_ASGBa6rcTf8m7CzTpq U 3x8 = Dead Load Defl. = 5/8 in 17 35 36 16 37 1538 39 40 14 41 42 13 43 12 44 45 46 11 6x6 = 2x4 11 1 5x10 MT20HS= 2x4 11 4x8 = 2x4 11 6x6 = 4x8 = 5x10 MT20HS= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.40 14 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) 1.01 14 474 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(TL) 0.14 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.51 14 950 360 Weight: 443 lb FT = 20 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. lb/size) 2 = 3354/0-3-8 (min. 0-1-8) 9 = 3354/0-3-8 (min. 0-1-8) Max Horz 2 = 59(LC 8) Max Uplift 2 = 1234(LC 4) 9 = 1222(LC 5) Max Grav 2 = 3354(LC 1) 9 = 3354(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7160/2666, 3-24=-10223/3882, 24-25=-10223/3882, 25-26=-10223/3882, 4-26=-10223/3882, 4-27=-10223/3882, 27-28=-10223/3882, 5-28=-10223/3882, 5-6=-10223/3882, 6-29=-10220/3868, 29-30=-10220/3868, 30-31=-10220/3868, 7-31=-10220/3868, 7-32=-10220/3868, 32-33=-10220/3868, 33-34=-10220/3868, 8-34=-10220/3868, 8-9=-7159/2640 BOT CHORD 2-17=-2368/6513, 17-35=-2363/6526, 35-36=-2363/6526, 36-37=-2363/6526, 16-37=-2363/6526, 16-38=-4183/11372, 15-38=-4183/11372,15-39=-4183/11372, 39-40=-4183/11372, 14-40=-4183/11372, 14-41 =-4183/11372, 41-42=-4183/11372, 13-42=-4183/11372, 13-43=-4183/11372, 12-43=-4183/11372, 12-44=-2346/6525, BOT CHORD 2-17=-2368/6513, 17-35=-2363/6526, 35-36=-2363/6526, 36-37=-2363/6526, 16-37=-2363/6526, 16-38=-4183/11372, 15-38=-4183/11372, 15-39=-4183/11372, 39-40=-4183/11372, 14-40=-4183/11372, 14-41=-4183/11372, 41-42=-4183/11372, 13-42=-4183/11372, 13-43=-4183/11372, 12-43=-4183/11372, 12-44=-2346/6525, 44-45=-2346/6525, 45-46=-2346/6525, 11-46=-2346/6525, 9-11=-2351/6512 WEBS 3-17=0/466, 3-16=-1559/4183, 4-16=-877/615, 6-16=-1306/468, 6-14=0/544, 6-12=-1331/484, 7-12=-875/613, 8-12=-1571/4200, 8-11=0/466 NOTES- (11) 1) 2-ply truss to be connected together with 12d 0.131 "x3.25") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc clinched. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1234 lb uplift at joint 2 and 1222 lb uplift at joint 9. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 Ib down and 276 lb up at 7-0-0, 128 lb down and 146 lb up at 9-0-12, 128 lb down and 146 lb up at 11-0-12 128 lb down and 146 lb up at 13-0-12, 128 Ito down and 146 lb up at 15-0-12, 128 lb down and 146 lb up at 17-0-12, 128 lb down and 146 lb up at 19-0-12, 128 lb down and 146 lb up at 20-11-4, 128 lb down and 146 lb up at 22-11-4, 128 lb down and 146 lb up at 24-11-4, 128 lb down and 146 lb up at 26-11-4, 128 lb down and 146 lb up at 28-11-4, and 128 lb down and 146 to up at 30-11-4, and 202 lb down and 276 lb up at 33-0-0 on top chord, and 333 lb down and 108 lb up at 7-0-0, 84 lb down at 9-0-12, 84 lb down at 11-0-12, 84 lb down at 13-0-12, 84 lb down at 15-0-12, 84 lb down at 17-0-12, 84 lb down at 19-0-12, 84 lb down at 20-11-4, 84 lb down at 22-11-4, 84 lb down at 24-11A, 84 lb down at 26-11-4, 84 lb down at 28-11-4, and 84 lb down at 30-11-4, and 333 lb down and 108 lb up at 32-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-8=-60, 8-10=-60, 18-21=-20 Concentrated Loads (lb) conunueo on page z a.«ny-n« n««anaw,natnaos[rgcs;zur stfiialewseann;ms:mmw wrrluctrsu:u[ar a.tMharypa=darW«r e:«x:t«„ce,ym.:yn;adnann[tmlr:,r.:_1d:n;rs a na .wh:,« «r rlam:rco.i slitriwdear,adla Wic ne BOakrdx stain:, 6. ¢try 5.e,d, EEfi«er a nv(16,rtpr:nl,nargma dm ryue:vwlnSh:ra3m7mvtthh nel y dnc calk in xd«iu [1F li a in1 to aap n:.ape., kequd a«c. weu'm Anthony T. Tomiw EEE, P.E. ICx ns ar «i teltryl ne rt,rynrklns dik 0.a,,k fixer Mlwn gaGnn MIIu10 an«,ane eWeddMlt[.ne lQ «i Wirsl idlfg rde nrll ne e ddne tDl «l WfieN de f :; kdrtiagk«ten daege asa. as«i Fan snf le ne ngesialmd-4 80083 MNl/aiguyaeu[ad:eda sllMetsdtdalalg:nlfeMalasalry elae.dtiek.l.q[t¢pealSakhiiu Hu tLSpid&:kll,P`WS6G:e,d e! p dpilae tnlidke,neas/wukw,Wsnna [-:, ee:yaIp.Wlnss «laa,a:e,s 4451 St. Lucie Blvd. ena sa«rwRaxacamenayaa gnart;ryal games knkat. turn,. ms«[gxais r-ine wxal aesi[aa ts, Sl,aa. hc a afm FrdutJ LI «I.di.d xrz, ae«9dad h. nl. Fort Pierce, FL 34946 Copyright 0201d 4 I Roof U.ssas- 4n1ho.y L iamb. ill; p.E, Rep,.bdian al this domment, in any fotm, is Pmhibilad without iq. wIin@fl permission tram 4d Raoi Im- Anthony E.EombeilLF.E. Job Truss Truss Type dlty Ply RYAN HOMES / SANTA ROSA XR5SRCLM A01G HIP GIRDER 2 2 A0071135 Job Reference (optional) 1 Roof I cusses, Fort coerce, rL s4946, design@altruss.com Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:42:55 2017 Page 2 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-nxFuVjphVxm7hwhi_pgRPL8_ASGBa6rcTf8m7CzTpgU LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-202(B)5=-128(B)8=-202(B) 17=-333(B) 11=-333(B)24=-128(B)25=-128(B)26=-128(B) 27=-128(B) 28=-128(B) 29=-128(B) 30=-128(B) 31=-128(B)32=-128(13)33=-128(B)34=-128(B) 35=-65(B) 36=-65(B) 37=-65(B) 38=-65(B) 39=-65(B) 40=-65(B) 41 =-65(B) 42=-65(B) 43=-65(B) 44=-65(B) 45=-65(B)46=-65(B) Ncrny Flevndmryllrrrl!.. b IIlo Im Es'N-ff"ME[Al 11A& 3YUIIr1% JF9m t'un YSdh1 mIo6PXr krn. Irdt iip p. ft 1 -1 .*is Tall C )eh s;(PP, W6 Artimfl.l d t:, PIE lftr re 5.1hlbe . hl dhn"st Mi leIto II ENLzmmaw pldrs sidlhnelb de hhuktdA. Ist-hesg Eq.. ,pc eM G;IIre de stdnv;iM ryrcM re;hx dp!;ki - In{b '; qtt di ryfa d<l updde super Irye»falk l 6 hneeIn I'xu p ep ,l!Riq tl tnt. uiFn:m ztAnthony T. Tombo II[, P.E. aunedhis4, try kildu h i rin,dkom,dt o+Ki eakm Kgin pe Wlle; D• .e,ude ud. ddn &IxM kbal II'quk tR 1. Reeryhddbt coo nth&It t'dt its: u0ttetketdq tMep, esbl tnw knaesW kYx!t•pas iryd 6()&3 deb:lfq oesfix era[msa1x. Alled tsf Nulk lhG tHdx pxket nlpaNe.dlx Mldg6rptsl Sdth Mu I IlSpldh.kll 1. 7hYA se ide lSr Fro dpq!xe 1Mlirfundt ngns3lwet afAfitsdsk Lvs Rs.>r er.:mn ksp:m?s a aIm, omhNtl. mess 445i St. Lucie Blvd. edn+be iermNhl:x4a^ep pekr!tha 11 KY ptin MAtN. Itt ln,t kCp fipad is h l de k;ll yOtsipt. Inu <.PMsCtp:a dw.kliq illaindmlMx,nea9dlMs'nI- Copy! ig419 2916 A I Rnat ilusses - Acthoo y i. fombo 111 P.E. ReplW atim. dtlisdotumenl, in eny fum, is peobibiled wilhowhe wlinen permissiod".. A I f ild [losses Amfion y i. Iombo Ill; p.t. Port Pierce, FL 34946 Job Truss Truss Type Qty Ply HOMES )SANTA ROSAXRSSRCLMA02Hip21A0071136 AN Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 5.00 rl2 5x6 = Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:42:56 2017 Page 1 ID:fXMofrMa Vb?Z7FFUeY3_NdzegNj-G7pGj3gJGFu_14GuYWBhxYh D9sXUJdHlhJtKffzTpgT 3x4 = 4x6 = 3x4 = A ] A 5x6 = 9 Dead Load Defl. = 11/16 in O d 3 18 17 16 15 14 5xB 11 3x8 = 500 MT20H5= 3x4 = 500 MT20HS= 3x8 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Ildefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.32 16 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(TL) 1.01 14-16 476 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.22 12 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -AS Wind(LL) 0.41 16 999 360 LUMBER - TOP CHORD 2x4 SP M 30 "Except" T2,T3: 2x4 SP No.2 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-18, 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1660/0-3-8 (min. 0-1-15) 12 = 1660/0-3-8 (min. 0-1-15) Max Horz 2 = 74(LC 12) Max Uplift 2 = 498(LC 8) 12 = 498(LC 9) Max Grav 2 = 1660(LC 1) 12 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-908/377, 3-4=-3109/2133, 4-5=-3015/2021, 5-6=-2793/1960, 6-7=-3888/2621, 7-8=-3888/2621, 8-9=-2793/1960, 9-10=-3015/2021, 10-11=-3109/2133, 11-12=-908/377 BOT CHORD 2-18=-1797/2777, 17-18=-2351/3783, 16-17=-2351/3783, 15-16=-2353/3783, 14-15=-2353/3783, 12-14=-1807/2777 WEBS 5-18=-374/748, 6-18=-1229/820, 6-16=0/306, 8-16=0/306, 8-14=-1229/820, WEBS 5-18=-374/748, 6-18=-1229/820, 6-16=0/306, 8-16=0/306, 8-14=-1229/820, 9-14=-374/748 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 498 lb uplift at joint 2 and 498 lb uplift at joint 12. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %;' gypsum sheetrock be applied directly to the bottom chord. 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 5x8 II PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 195 Ito FT = 20% adq Fine Mrtrwll.renex5e'6110:i?IBSS3;Sii13 ri[C7AI IiL4Sfi F(xShlll lS!JSOY,Igf;f}3 C2i't[heYFYr be. taih wipe—ft atrnl Wu Ads?— Bni, Mfiggr,,MiM UAW 1. Ish 14, t ,We: —Sim 6det re_ Ccirese yin rAeln Re'Mrsif biFe,, rtrr orm, saili i.o BB Y 1, 44 Aseirr:s A..?Fq ..S1e: rLry 50-f.l tle,al n eq'B Wsm, Maeg4 ,dfkpdessmd egbmiq,e,.dr3q Fw tlf lsap 0 b.1k 19*da 1BE hue 1n1.F aup w."S, I.e.l Adulns,;ddxm Anthony T. Tombo Ill, P.E. atuedK ssia.nkik4ra Ye i ,nlirydbC".a,60.m MI!'regednY Mir.!&:per,.tlt.derdb,Cdt laaihelrslarl/igeds EIiF Mgrldb NlninpfieY dtl f.,s;bdd.gkeilel, bry .sb.eAnaekawudleYrrrpe plihd =80083tinW" 'A'd. It! 104 M b woas.i fio.h.3 d h. hiltm UR-1 SAh Infin.o. 4 N Wthf"afSt(Aeeidr dbrp dpit.. tnlarn,:tl<syu:Innwanssdl F,:,,B:spa,r:„Bre,:.,awlnssY b;m. nlrs, 4451 St. Lucie Blvd. mahu ar a It,:maen spa3gn a v.ns h, sl ye•ne, baled Fk o-as oes n Fqm<, a B_1 be wuae o<,IpE,,. urs; <.rsb. Femme: dm r,.ulq. m.Fndi:d xx, ne n tmnl. m I. Fort Pierce, FL 494b opyfightD POId A -I Ruai liusszs-Anthony L lomho 111, P.E. Repausin of this domment, in any form, is prohibited wlhouttke wfinen per.ksianfrorsA IRoof tmsses- kihony L lodo111; P.E. Job Truss Truss Type Oty RYAN HOMES / SANTA ROSA XRSSRCLM A03 Hip 2 fIY 1 A0071137 Job Reference (optional) Ai Root Trusses, Fort Pierce, FL 34946, deslgrif Daltruss.com 5.00 12 5x6 = Run: I.bzU s Apr sU 2U15 Print: B.UZU s Aug 31 2Utb MI I ek industries, Inc. Wed Apr 05 09:42:56 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-G7pGj3gJGFu_14GuYW BhxYh9fs W RJYclhJtKffzTpgT 3x4 = 4x6 = 3x4 = 5x6 = 6 7 8 9 18 14 Sx8 II — = 3x8 = 3x8 MT20HS= 3x4 = 3x8 MT20HS= 3x8 Dead Load Defl. = 112 in 5x8 II 0M 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.29 16-18 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.88 Vert(TL) 0.76 16-18 631 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.21 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Wind(LL) 0.37 16-18 999 360 Weight: 200 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 30 `Except' 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1660/0-3-8 (min. 0-1-15) 12 = 1660/0-3-8 (min. 0-1-15) Max Horz 2 = 89(LC 13) Max Uplift 2 = 473(LC 8) 12 = 473(LC 9) Max Grav 2 = 1660(LC 1) 12 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1240/249, 3-4=-3138/2198, 4-5=-2869/1961, 5-6=-2630/1905, 6-7=-3212/2268, 7-8=-3212/2268, 8-9=-2630/1905, 9-10=-2869/1961, 10-11=-3138/2198,11-12=-1240/249 BOT CHORD 2-18=-1855/2819,17-18=-1911/3148, 16-17=-1911/3148, 15-16=-1912/3148, 14-15=-191213148, 12-14=-1862/2819 WEBS 4-18=-243/385, 5-18=-396/749, 6-18=-805/528, 8-14=-805/528, 9-14=-396/749, 10-14=-243/385 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 473 lb uplift at joint 2 and 473 lb uplift at joint 12. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard pmh;-Hen? tlmgll. nrh» pt'A i ITU Tirl-115 :i:3y SFm3AI 1511"16 E.'rt, mmm, I... U.'r, ca, psr... n! at rid w4s w?s L•tss Ce!itm Urtey!I; wdlSe ltpwr I.IaOe lu, rE le!;;nrt Sin! td¢e au. Leless zkrcti9se!'eh/aRe irA,nlf rtileioattla mldts skllwndln m mCpl d2. AsmUrsOesu hri¢rcii e, Sp;mtf lfmpn W!eelnar'[+;.ysemswu:gtatafpe pct:spaltgita:iy nspm:dfiAr p: mx ktymdkth/ti ly"Ydnik lmmtdr,mnifll faasytsss.spw•, Iwiki Id surta.m Anthony T. Tombo III, P.E. at nedw st fewikd* M r u:li'mApt C"ur, trs Cwxitrdm ntr+£¢pe WldgP mn,npt ¢w. dptl tlt IN Itk lad IkgA mIr1 Ik qr Idpe iDO aE ar&N dtli.st,vaeliq kseLq slmgk¢splrpn al bane ad1ktpe.iSart,.d $0083MetaIdgPsirrri[aamea. AAM ssP aahlkim: malxe pttYrn eH p¢N¢e.dpe kamar (a¢p€ ISahh Ja tia t(Spmdmlel Vr ISGA. d¢ lfx gapd¢ct lfll tefias tleegns3lAnamdmn mlhae, D•sga,'nss kpiyzeneri7rttsY h aru adns etlerrPsa Mm¢IN miamdmmpad pmpwamxhdptin gand lain mesa Egpen it m-I tle laillpmksipa Lau.rhm. hr® dea,l0lfiq. Ll arEdeml era, ne nmdhN ¢TI I. 4461 St. Lucie Blvd. Zt paaiUmssas AaitaPYf19dt91QI6AI honyi. Iamhm llh P.E. Rewmdaniac of this dmmmeal, in mnyform, is plmhitited x•ithmmRhe elinenpmrmissien from 4-1 Yaaf irmssrahony i. lanha ill: P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0071138 XRSSRCLM A04 Hip 2 RYAN 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:42:57 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-kKNfwOrx 1 ZOrwEr45EiwUmDQaGg525rvwzdtB5zTpgS 5x6 : 1.5x4 11 5x6 c 14 3x4 = 4x6 = 3x8 _ 4x6 = 3x4 = 6x8 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.33 14-16 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.78 14-16 617 240 BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(TL) 0.19 10 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -AS Wind(LL) 0.31 14-16 999 360 LUMBER - TOP CHORD 2x4 SP M 30 *Except* 2x4 SP No.2 BOT CHORD 2x4 SP M 30 *Except* 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1660/0-3-8 (min. 0-1-15) 10 = 1660/0-3-8 (min.0-1-15) Max Horz 2 = 104(LC 13) Max Uplift 2 = 447(LC 8) 10 = 447(LC 9) Max Grav 2 = 1660(LC 1) 10 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1172/352, 3-4=-3150/2217, 4-5=-2873/1999, 5-6=-2829/2094, 6-7=-2829/2094, 7-8=-2873/1999, 8-9=-3150/2217, 9-1 0=-1 172/352 BOT CHORD 2-16=-1870/2830, 16-25=-1433/2441, 25-26=-1433/2441, 15-26=-1433/2441, 14-15=-1433/2441,13-14=-1435/2441, 13-27=-1435/2441, 27-28=-1435/2441, 12-28=-1435/2441, 10-12=-1876/2830 WEBS 4-16=-311/466, 5-16=-162/470, 5-14=-281/645, 6-14=-448/435, WEBS 4-16=-311/466, 5-16=-162/470, 5-14=-281/645, 6-14=-448/435, 7-14=-281/645, 7-12=-162/470, 8-12=-311 /466 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 lb uplift at joint 2 and 447 lb uplift at joint 10. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Yz" gypsum sheetrock be applied directly to the bottom chord. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS 8t CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Dead Load Defl. = 7/16 in 6x8 11 PLATES GRIP MT20 244/190 Weight: 197 Ito FT = 20% tW"- Fkeut—ol.rtek.W1lIMNTtRS3NLIEl` , iEREfA€I,WSfiJlDIDUDSiDS OY'tLT.f2fR:8t[Dinidf lwo. lrtlf ie.«wsr,.tx, ai reel x4s utht G.st Cn«O zy^;WnefmwDl lean P. FElhtmeiWlekre ns Deleu eMaa se ndel erne lDD,ah u trtaeAl ail s.w Intl a, D< IA metre:. Desz Egc..at e.. SreeeM Gj n *,ro e«s. sd annx do r t-.dtegn.e:nD r.:e:ndrym xed s«ate -yer IpMd m rDD Ir a m-t t: m p.,, lui 1 d ma:m Anthony T. Tombo III, P.E. ed nt In _n. ilrAfs' n i 'a lnT dtlu Dwer,Cwu A! a rnfe Ih WIIyD ger,kde un rdti tt.,Me IIX Ifxb I 'IfNtd edR 1 Rx p..l n IDO e®i fi•li dtl I. s. coded ykufirl, I ry wst I it 6 I tl «ei alapd s 80083 ne haillgDign a<[takuW. 1Dn sr. 0 nR IN nI b«tt.. Irkel 4f, L,Wal Uqul Vt¢ W..d.iDW1 po11;axt1R fftu etr tl W taxd«Wex lFlleefie sne as«eti5ilneswl nfiesal n.lrav&siee<r.: a s Deq. eRg ed1—V..h rer;.iless 4451 St. Lucie Blvd. mawu ur»,dne:em tged p Mwrrx l!ei pe9ee mdtd I r„ oes:«c,lnea is l,rn<w:uWr o<elr,v,.Trt:, sTna beer de,. Druls. a;gndnd krr:,uees ddkd nm_L Fort Pierce, FL 34946 oprright02g1dA 1 D:ol Nssn- h1hony L h.ha lq, P.E. Rgmdodim al this domment,innnyI—, is plohiieited wehouttbe wtinen pernission lenn 41 hm1 Gusm- dnthoor L 1.m5o llh P.E. Job Truss Truss Type Qry Ply RYAN HOMES / SANTA ROSA XR5SRCLM A05 Hip 2 1 A0071139 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:42:58 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-CWwl8ksaos8iYOQGfxD91 zmXTgFun WD29dMQjXzTpgR 6x8 II 5.00 F12 5x6 = 1.5x4 11 5x6 = 16 . 3x4 = 5x6 = 3x8 — 5x6 = 3x4 = Dead Load DeFl. = 7/16 in 6x8 II 0 16 3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.38 16-18 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) 0.85 16-18 568 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.17 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Wind(LL) 0.28 16-18 999 360 Weight: 200 lb FT = 20 LUMBER - TOP CHORD 2x4 SP No.2 'Except` 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1660/0-3-8 (min. 0-1-15) 12 = 1660/0-3-8 (min. 0-1-15) Max Horz 2 = 119(LC 17) Max Uplift 2 = 446(LC 12) 12 = 446(LC 13) Max Grav 2 = 1660(LC 1) 12 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1114/360, 3-4=-3131/2193, 4-5=-2927/2130, 5-6=-2845/2149, 6-7=-2454/1887, 7-8=-2454/1887, 8-9=-2845/2149, 9-10=-2927/2130, 10-11=-3131/2193,11-12=-1114/360 BOT CHORD 2-18=-1833/2808,18-27=-1313/2268, 17-27=-131312268, 17-28=-1313/2268, 16-28=-1313/2268, 16-29=-1313/2268, 15-29=-1313/2268, 15-30=-1313/2268, 14-30=-1313/2268, 12-14=-1838/2808 WEBS 4-18=-375/533, 6-18=-429/615, 6-16=-111/484, 7-16=-293/264, WEBS 4-18=-375/533, 6-18=-429/615, 6-16=-111/484, 7-16=-293/264, 8-16=-111/484, 8-14=-429/615, 10-14=-375/533 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint 2 and 446 lb uplift at joint 12. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and %," gypsum sheetrock be applied directly to the bottom chord. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard acdef n nneuh . rn rna *me•; st u;sEaaa; i:imsa .uDln n.usmx-Dm-r-.[Da.el0w:nr ime. trettr mas , •eol mtts aiq, Ines k D .mDoO:; ma n, ammfLE tr D:: rE rfi rre s>Dd"e Deft enn >h! ar+e h Mil:i.,smmntfWr idia, tima<iDDkh,rdl 11.T,neDewE4n 4. sfnnMEn;ixe n and myTHrgttudsmrt;9mrrndn,l+de - Il Mmee•ingre:fm: hII r4k11dodk mII6t _ W IkIDG Ifu! IM1 Txki$ mP lam , In .1*10! mD nedn t rn N&I N f o.im doe 0--, f. D.,rs m q4 one Wlrfa-mn, aa,u dn, m4ne lx llitl i l",d mir 1 n gp ,old lie 7DDmtm, fins n r :'Mmg ko l'. i f !ED of iM. kne ,f ,iW4,ei Anthony T. Tombo III, P.E. D I.Y.". = 80081gek.11®iD ii&sr nu lm&rla. AA sf see'MuIkiDD nlnz pc 9re•a,lpeledh WWI Hhhidn l ,I(Spfoll':kll lh ml,ta dr lw Pa dpl rs tnl<er eem,yaes lneeminne,d i,D.uae..rv,s k. e, ein:: iked.:mn ..fie, 44515i Lucie 6lvd, emuHsr mF.ml lrr.mntlefrmegmnrmephna pTee mlr4 lrei, ke er DeD„sDine W:uiq oes Don_ Lnu Sr,mo[gw.dn, Do airy_ All cged'.el nra..nem kaml k'ID). Fort Pierce, FL 34946 opyright914164-I Raaf GDssos AntdonyLinm5a lib P.E. 4Fdunian of this dmo-1, in any farm,isRrohihitad without the mitten germi"ion from 4 1 Roof hussn AnthonyL iamb. ill: P.I. Job Truss Truss Type City Ply HOMES /SANTA ROSAXR5SRCLMA06Hip11A0071140 AN Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:42:59 2017 Page 1 I D:fXMofrMaV b?Z7FFUeY3_NdzegNj-giUPL4sCZAHZ9X?TDfkOZBJkN3bvWOhCOH6_G_zTpgQ 5.00 F12 5x6 = 5x6 = 17 co io c, .1 <o iv <a 13 6x8 II 3x8 = 5x6 = 3x4 = 5x6 = 3x8 = Dead Load Defl. = 7/16 in 6x8 II Plate Offsets (X,Y)— [2:0-4-3,Edge] [5:0-3-0 0-3-4] [6:0-3-4,0-2-4] [7:0-3-4,0-2-4] [8:0-3-0,0-3-4] [11:0-4-3,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.36 15-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.81 15-17 >590 240 BCLL 0.0 * Rep Stress Incr YES WB 0.36 Horz(TL) 0.17 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Wind(LL) 0.29 15-17 >999 360 Weight: 211 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-17, 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1660/0-3-8 (min.0-1-15) 11 = 1660/0-3-8 (min.0-1-15) Max Horz 2 = 133(LC 13) Max Uplift 2 = 464(LC 12) 11 = 464(LC 13) Max Grav 2 = 1660(LC 1) 11 = 1660(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1102/358, 3-4=-3119/2226, 4-5=-2944/2109, 5-6=-3000/2327, 6-7=-2223/1744, 7-8=-3000/2327, 8-9=-2944/2109, 9-10=-3119/2226, 10-11 =-1 102/358 BOTCHORD 2-17=-1875/2794, 17-26=-1194/2137, 16-26=-1194/2137, 16-27=-1194/2137, 15-27=-1194/2137,15-28=-1194/2137, 14-28=-1194/2137,14-29=-1194/2137, 13-29=-119412137,11-13=-1882/2794 WEBS 5-17=-410/532, 6-17=-711/865, WEBS 5-17=410/532, 6-17=-711/865, 6-15=-51/346, 7-15=-51/346, 7-13=-711/865, 8-13=410/532 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 464 lb uplift at joint 2 and 464 lb uplift at joint 11. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard ts , iry Floc,A-0y..w. Wi.i raj: nr5;sjKUr" stdlct IMe;acOVAS:Is?oaj rurC;i[er,a:[muErt' I.e. Wft,&E,p"w_", W,nt.M nNa rn,:ernnr r, irze, n•r:. ran, suekth, .Wcc: draws sdd mae TM It I{ii,k ddr :euK -dre: ah BBa k,df 1'.1-0tvEn. Eq..IYa:ipwnep0ie,, 4nn0,e fci c Fmtem Anthony T. Tombo tit, R.E. ntn drxs ixwpt:diq ae p ,alBfd&9+ ,fiN. rdwngw.ft. MUM D :ga,aieuduldmlK,aeU WI IndvilfiqW—fUl t nx n .ddYef00a w{frU ra 1 s;adniq&u7ay;Iege,ad,4tinoekausM was t,pmidArd 80083 geGi.iuposyzruet,r.,•I tnsrn,sr.waa:tb:,datptfimniV4.1in,d"iw*ocpowlShgidu un;us@pdhsnt11MWSKI —d fa:r dpdn:,tntt,m•,:pns+walrH,nf as:da:tn;,o-uPs,imse•:; Knetnscu n;wu:dns 4451St.LucieRlvd. rau, dn kfigghvixnadroad s„sa nraehol peme, nnkd. Irc in, Be,n[gan,rsislns Ba:ttlq Besiw. i e5rdem EgMa u!nq!'u I(a{ Yl ryfdhd'ti :, nenbdlnls Til Fort Pierce, FL 34946 Cepyright YQ169-I taalTrossas lnthonyi. Tambo III, F1, &epsodunian aphis documunt,inany tmm, it piohihited without?ha wpiilenpermissice fren.4l Taal lsasrs- brhuyl.lombe'ILV. Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA XRSSRCLM CJ1 Corner Jack 11 A0071141 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:42:59 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_Ndzeg Nj-g i U PL4sCZAHZ9X?TDfkOZBJtu3l W WSKCOH6_G_zTpgQ v 0 m 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MR Wind(LL) -0.00 5 999 360 Weight: 5 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 5 = 150/0-3-8 (min. 0-1-8) 3 = 10/Mechanical 4 = 5/Mechanical Max Horz 5 = 40(LC 8) Max Uplift 5 = 85(LC 8) 3 = 10(LC 1) 4 = 5(LC 1) Max Grav 5 = 150(LC 1) 3 = 11(LC 8) 4 = 11(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 5, 10 lb uplift at joint 3 and 5 lb uplift at joint 4. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Weant Fl tl 01 ".w ht'A I10 RMSfi TINTIA "IS:OMI"4Vir ITU ti:EDe4 kr ke trdt dr, wu.>*,w na i ts l - ctclpN-4ji !W br trtlnrl Wt. RL r4_ Ire.r"r im' knot - 41u, Y! "t sMd No*00,.4 JhN norm lldrs sfdlk :e b; 2t DCak dt Ise Lx:, Desax fq Wn ..,p uQ<&trn ,tl sMuos,sga ill...Lgto" dta i'ma.141 k1"M d 6, b*rt ,head. WINDedi—ITT 1 Ika pnueprt,, Ixtiei reNihn uinrrd. Anthony T. Tombo ttt, P.E. NotnedansNormtdNsehIkeIasuligdh04Owx%saM geduatWl/yD ger,e3eude dmOLRtp(nlie lniligduttp-I.Rc q IdatfDDWaefind e'dti ns.sdetigku7s3strep,usNidmaekogsid:ktlxn,pesidrtid _ is80083 olLucie Me grilferP itpa ai(eRtda. AOMes sr. xdk lDC ul t¢pakes nl patktsdtkk,6q(cpe lSc'rh Wuselio;HSPf pli,kzl t.I.rWiK.f ee knee elb rrxpime lNl<e`un Rt•egns.4biesMktasdl h;,W.z,>na,:ussip', not lrrss ka.htlna .ekss 445t 5t. 00836lvd. etle.nuhd4. .graeq Y Itq ITT 011M, hilt,( Tim, inn WN:UI-bg.rth14.104 Dnlpe:or1-Srdcr hlmo If I" Wan. a cglMed rea, ae es Idled b.TDL copyright 07Q16 AI AaalEFort Pierce, FL 34946 msszs- Frthony i. Tam;oill, P.E. Reproiunia:dthis dorumtrnt, in try form, is prohibited wiihnit'he wlinen ptrmissiec Gtrn RI gaaf 6ussa-knihoay i. 104e III; U. Job Truss Truss Type Qty PlY HOMES / SANTA ROSA A0071142 XR5SRCLM CJ1A Corner Jack 4 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.630 s Jul 28 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:00 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-8v2nYQtgKU PQnhafnMGd6Or31T4tFYZLcxrXoQzTpgP 2x4 = n c66 19v 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 5 lb FT = 20% 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 purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 8/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 4 = 1/Mechanical Max Horz 2 = 38(LC 8) Max Uplift 3 = 5(LC 12) 2 = 82(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 15(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 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 Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 Ib uplift at joint 3, 82 lb uplift at joint 2 and 1 lb uplift at joint 4. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard a„.p.n,.,A-0y,edr.1.*1.1INWziis1A%031dllwsaDORMSmsrallncrr,.tuna;K111rI.. h,n,amp ?,ft,eInd„,,..N,In:,ee,lp,hn.iynn: Wn,hft y1.r.ehla:r-td:;,;,sh<,tdd,..erk:,Ax d,add art,rM.Wf RRLer a,,n::kuh,<dI.t, Tgcuh,dxl:.m:;g. ,,.[ya;.ae.sr,;.erhpk;n:;xamr%,ya:ms®,c,na:dmrd,::isd,rpk,::;r.: k.r. asi;oam„sstT :"l,fl Ior Wt,dsan In l.r a:.,:,.,rn,.l.,y d,in,,dk;:m Anthony T. Tombo 11I, P.E. d. d4...ul.mhdkw-4 p ......faun ,d.4,mi.? l C4 ,hsi—I'da6,,Ix nh.di,pd. Ind .el. f ike ppndd4,iCgnl.ifidi.s,d4el,;skd.diknley kp mLlkn.aek.+g,ldEhl,nynsdnfid 480083 4, Ialr.pu fer aF tadlft Inds sr m k Id. w wr. pea. W psd.n d 4,humi h*Isd,h>d—ma,ax,pdn:he I, r.,d AU—d tb,r-9Id..1111Wiind,6,rslaalr., WWas d th ln,Ono., Tn,s L-sk.',—d n, T." Nakdn.. nk:: 4451 St. Lucie Blvd. nnd,. a dy.;nnmro.a.rnkW.nt..a•:4nkdlnr,,,,osx[.44.ISI_r4,hu.po:g.,,a11.s;slmnhg.d,,,hinl.ul,oppdedN.,n„:annt:ml Fort Pierce, FL 34946 Copyright 0201641 Roof Trusses- 4nlhory 1. Nish ill; F.I. Raotodudimal this document, in any form, is prohibited without The.tinen pemissiau hem 4 1 Roof Losses- 4n1honyHomhn111,P.I. Job Truss Truss Type Qry Ply RYAN HOMES / SANTA ROSA XR5SRCLM CJ 1 L Corner Jack 4 1 A0071143 Job Reference (optional) i Rud i russes, Fort Pierce, FL 34946, aeslgn@a Hun: /.b30 s Jul 28 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:01 2017 Page 1 I D: fX M ofrM a V b? Z7 F F U eY 3_N d ze g Nj c5c9 m m u S 5 n X H P r9 r K4 nsecO E a tQ 9_? p U rb b4 Ks zT p q 0 4nnri—q- 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) 0.00 5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix -MP Wind(LL) 0.00 5 999 360 Weight: 5 lb FT = 20% 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 purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requirecrossbracingbeinstalledduringtrusserection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 129/0-8-0 min. 0-1-8) 4 = 2/Mechanical Max Horz 2 = 39(LC 8) Max Uplift 2 = 107(LC 8) Max Grav 2 = 129(LC 1) 4 = 20(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 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 ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 2. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard mrtiµ-Flnu WiwR¢rn txLu"AIfO;i'IOStFS,'S:IriFR:fAt I:IYS F. Jsllll?li(OS'.Cd FUY`r;lrCR"6.fOiY;kr Nam. IeOr eisgt p: ixsrd nl wesunas tress Cenp One•d;lOOxiWldfeµ'L lnlf li; I:.It eneSrn lelme ru Ctltss ait,: msaltim@e IOO.nq 11ao i,odt sld Osdfxltlie 4kedd lsrhasbrohg®m't. i 5!lµar it udoaryWrep"IuBnreµtxedWOlslmlmiesh; rye.d,Mr1xItdtFd1k;n0r I.dxnOr, lrtc Ir - Inl.l.u:ylr:..ran,l,nml !a. snw,:nr ' Anthony. Tombo I11, P.E. niudp Wn}tNAa W rsprna lfi dAtE ttO trin at WNiµOe,m Waded Afi tl'@ V! IWIrI :Iingsd!at rrl ih epasddW mO ins fitll ddrl st wddiy kutiq slwep.msAlAMnwknae snthdt µnviea+d Y 80083 W 4IlitgD.dgenai (ekedw lO Mes ldMalblO d7r nn'i nlp'kVfp.'rVil 1t.l1q D"tP..dro. I( Sni gp hthlx WSCl elide• ear pad pilot IMlidutsR nsrnsiYl[in nl ktiesda:kr:sas:'ev,lns k;ge'snstnee[Ires; MsMednn wins e1lawW edmdhtid4mitpee¢ eryetr+Walr di pNts xnhd. la fn, Des4r Eya,-:r IWh.uly Oa pa_nhns,.r:aa.ceg®tmxm, hung. an;eMand-e:.menla edaml_ 4451 St. Lucie Blvd. opyright lglL4l leaf Gusset Anthony i. temha ill, P.E. Reptedudim at this domment,in.ny form, it piohihiled withootde wiinen permifsioo from A I Roof flows- Anthony t. lomb.III; Ft. Fort Pierce, FL 34946 Job Truss Truss Type Oty Ply HOMES / SANTA ROSA A0071144 XRSSRCLM CJ3 Corner Jack g RYAN 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:02 2017 Page 1 I D:fXMofrMaVb?Z7F FUeY3_NdzegNj-4HAXz6v4s5f80?k2u n l5BpxN W HIJS3e4FKes IzTpq N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.00 4-5 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) 0.01 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MR Wind(LL) 0.00 4-5 999 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 194/0-3-8 min. 0-1-8) 3 = 69/Mechanical 4 = 28/Mechanical Max Horz 5 = 74(LC 12) Max Uplift 5 = 71(LC 8) 3 = 57(LC 12) Max Grav 5 = 194(LC 1) 3 = 69(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-166/257 NOTES- (6) 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 Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 5 and 57 lb uplift at joint 3. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% S.ser-Flue MnurFhn.irx lie'LI IOri'R;t3 fr J?CEr3Ai Ht.4fa Ef4emlli:nS tlS?OMi fCtif S4CiiStEOeYrf1'hrn. hMtle3ip nrNrsaE rnl wfetntis L•us Wits mile4tiwr LItc&It, U.Jet—,seep. ether.v. eeless a4-morldm9e13-4 itittimmnkr picks stdlktseE klr'DCakeda. rseln:, Onp Eq®=.ape,fp;a1T F'riurri Mtst uur iG7 tryn:ntsua;tyta¢Amryahssfuti ngu:riy nspu: h?h ix 7.tlmpAmt;mgk irrsharJdnik/D@edp,tdn ifl l.t hqr snrry'n=., 4a;tg ndfins ;wna;m Anthony T. Tornbo III, P.E. Et rd.7 ssio..ml Ikry @ p I'A IMtO w.kGxu%srdnnutgwEu49 NvlligD gn,ini urldF<tr Il.,rtlx ItaI I' ahersd diFl N ppnderlrelDOW.jhelE tl t. ss;'adtkgFneElu I g intl I el gsidl h F eldrd _ 80063 Mrelhg0stuer!(u: J 411s1 sPtgelklD .I peEin:nlpselussdlakflgCtrprnlfdthHu dw NSAI•ikkdEFIF ISGAwenl fbri• pltwe 1F4lufinllt eslns lEiesnlOiucdll.lr:,.0:siltc,.iassm.pt:ynnnet ,:v tt.wrt:.dess 4451 St. Lucie Blvd. tgemst kfma/Nr;ammtEraE pnew.eta 1, si pr•tes rnhH lklnss tua Ggrettrsbltlt inlllq Desipt.aluss Ssslu h}otr Ctq H,Ifug. lN;gndedxn.,mets ddfn/m'mL Fort Pierce, FL 34946 oppighta1916A-I goofLofses Aethonyi.iamboillP.E.Puloduniar.atthis document,inonyform, isprohihaedwithout the written permission from A-IRoof Ervisn- Artistry 1.TamanIll; P,I, Job Truss Qty Ply= P f-nce ES / SANTA ROSA XR5SRCLM CJ3L FrussTypeerJack 4 A0071145 optional) A! Roof Trusses, Pon Pierce, FL 34946, aesign@altruss.com Hun: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:02 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-4HAXz6v4s5f80?k2unl5BpxO VHkAjS3e4FKeslzTpq N 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) 0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. lb/size) 3 = 69/Mechanical 2 = 187/0-8-0 (min. 0-1-8) 4 = 37/Mechanical Max Horz 2 = 71(LC 8) Max Uplift 3 = 51(LC 8) 2 = 154(LC 8) 4 = 35(LC 8) Max Grav 3 = 69(LC 1) 2 = 187(LC 1) 4 = 50(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=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 ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 3, 154 lb uplift at joint 2 and 35 lb uplift at joint 4. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard ad, MwthE-flea nxwitle renew Ae'l l IDLE?IES5E5'li;i;ir en3A3I[pIS k lil}DIM_ai islS'CnffYy:r}1lCCr3tEEiMikr Me. le. it lisig }ncwst rA rzd why w ms Less Ee!ip Dax'n}?ILC; wtnr idkq I. fuk N. i..lrkrn;t ike! kehe.a hleu tlte.ise taJNa ne 1!b, ktiLil-d.0ds ldlkeskix xe ECNk d1 AsllmsDesp Egan ii e, S}e;ult hktwr n tdnst rgrtimr nmg8ae dsu M&:saatl e.;n iq }a:dfihIr It hspak -pet iq]d IkIDD I! to IM L Ik tesgr ntmide, Wa} td smAia} Anthony T. Tombo IIi, P.E. nedh i io wk taffiq n i slipAkO kC % dln.ee gedu MAiI1D.g ,uhe adm dna li., nr 11(etlw Wal irl8q nk ne fill ik eipe.d Ane tOE Qe wi fieN en I. ,ird,tiigkul }, p' 1 IiwereM sid lek re•}nsidlirrd neB IingO.mathdrlrr.tNwt rdan.1D i Mknelitlesdnetid:ghcMrtelShMlduaeAwillSPIIrCN:ktlrl wtiS:AneAn !!x sd}[Aaze_IMlufieesnengns lratdinnecdpLa.,0.s!n,.r.tsk.ip;greuwetrts:Ika6;Me!_wkss 180083 rna.n.wfadNa,watlryae.Mrnwr _h,cl}umsloth4 111111ilk1gtNE Isk"InekifiRNOW. aW.5rthahrce It.!k ltgp.Sll:ge mliari—ddrut.T.M. 4451 St. Lucie Blvd. oppilih} ra 2016' A-1 icaf hossm-Arthony1. ianbo III,P.E. Reprododiand this damment, in any form, is pohibitad w0aw1h6nin,n permission from& -I E.1fivssas- Ar}haoy 1. Inmbo ill H. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply HOMES /SANTA ROSAXRSSRCLMCJ5CornerJackg1A0071146 AN Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss-com Run: 7.620 s Apr 30 2015 Print: 8-020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:03 2017 Page 1 I D:fXMofrMaV b?Z7FFUeY3_NdzegNj-ZUkwBSvidOn?e91ESVpKjl TTQh 1 gSvJn Iv4BPIzTpgM Plate Offsets (X Y)— 2:0-0-12 0-1-12J (S'U-0-0 U-1-12) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.02 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) 0.07 4-5 877 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Wind(LL) 0.04 4-5 999 360 Weight: 17 lb FT = 20 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, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 268/0-3-8 (min. 0-1-8) 3 = 129/Mechanical 4 = 54/Mechanical Max Horz 5 = 114(LC 12) Max Uplift 5 = 77(LC 8) 3 = 99(LC 12) Max Grav 5 = 268(LC 1) 3 = 129(LC 1) 4 = 88(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-226/339 NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 5 and 99 lb uplift at joint 3. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard aadq neat tlmull.rnr.ne'LI10:'W5<3 5:9';. iaiAt IEW56[7Rb]R mtUsr0Yi7LT7; YCE;B ELk"Y;kr ke eerily Zip q ardns..fr Icde 'sGest Ce ipmexyT[jWtle tdlrir l.twk ll?;P: iMn;r ueYldx Gul,ss sda'.ise,MNrlt<Lfl,nir aiivismmlrpaes,ullu„efla loRYkrdw.a:elre:,oesip(ryc,an.e 5p: rEEr r.a::a ra;rgrruwmsrn rt6:plk:;seY<gosragr-; :tira.ra irsyaamesA r swadnl loelnr.eatalr a:ysnrep. ;.uurcg:wu5,.vmim - Anthony T. Tombo III, P.E. a dh mr .nlrki6Axg n 1 llde aw.a,mo.,a „rta rqs .a wunrR pa,A&annda mnru uaa ugsarie e I s n Ad6e CRda fist +h r , ae gRrisq,tr p,e drlw.w tanai:ktlxnya:ward 80083fn,3nll"O!u rril(a I ui,n sr0athIMMti,pu).S.1rielmn NeWid l(gnslsahnlda fim 160J.H. I r. NWA •rntr etxpxrdptl .t INlafirc,*t tw Wh*,MmnesWon -n„gr,p:-.,E,anel..„Yrna:ma..sY„ 4451 St. Lucie Blvd. Ma.ls(afindNl:xnen epedepwkwkrehal RallH lmISA In ten kip 5j.. is Rine kuYg Raipa. ri Lus, 511.[.1— if- u,lr>g or M f .'s ae n fibril h Tpr Fort Pierce, FL 34940 opyrightm2016A-1Roof Tasszs-dnfhony1.lob. 111,?.1, Reproduataaofthisdmument;inonyform,isprohihi(xdiNdounhewrittenPermission1,en4-1RoofTrusseS AethonyCiamhopl;P.E. Job Truss Truss Type dry Ply RYAN HOMES / SANTA ROSA XR5SRCLM FG1 FLAT GIRDER 1 3 A0071147 Job Reference o tional r t.aa , -u. [ c osavo, uemynk- a i u Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:04 2017 Page 1 I D:3cbD6QA9jcxoTnU UN8i_XizeZZl-1 g I IOowKOivrGJtQOCKZGEObz4JSBCPxXZplxBzTpgL Dead Load Defl. = 11/16 in 4x4 11 ux iu 6x6 — 3xrs — 2x4 II 3x8 = 2x4 11 500 = 44 11 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.73 Vert(LL) 0.23 15 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(TL) 0.94 15 261 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(TL) 0.08 11 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MSH Weight: 347 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 *Except* 2x6 SP No.2,: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20 = 3582/0-7-4 (min. 0-1-8) 11 = 3687/0-3-12 (min.0-1-8) Max Grav 20 = 3582(LC 1) 11 = 3687(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-3013/0, 1-21=-7010/0, 2-21=-7010/0, 2-22=-7010/0, 3-22=-7010/0, 3-23=-15509/0, 4-23=-15509/0, 4-24=-15509/0, 5-24=-15509/ 0, 5-25=-15692/0, 6-25=-15692/ 0, 6-7=-15692/0, 7-26=-15692/ 0, 8-26=-15692/0, 8-27=-7378/ 0, 9-27=-7378/0, 9-28=-7378/ 0, 10-28=-7378/0, 10-11=-3073/ 0 BOTCHORD 19-20= 0/ 819, 18-19=0/13382, 17-18=0/ 13382, 16-17=0/13382, 15-16=0/ 18119, 14-15=0/18119, 13-14=011 3776, 12-13=0/1 3776, 11-12=0/ 871 WEBS 1-19= 0/ 6577, 2-19=-545/0, 3-19=-6795/0, 3-17=0/ 704, 7-14=-649/0, 5-14=-2588/0, 5-15=0/ 884, 5-16=-2783/0, 4-16=-654/0, 3-16=0/ 2273, 10-12=0/6913, 9-12=-710/0, 8-13=0/ 724, 8-14=0/2043, 8-12=-6823/0 Continued on page 2 NOTES- (9) 1) 3-ply truss to be connected together with 12d 0.131"x3. 25") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0- 9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0- 9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL= 5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL= 1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Load case( s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 404 lb down and 125 lb up at 0-2-12, 127 lb down and 82 lb up at 1-0-0, 134 lb down and 63 lb up at 3-0-0, 208 lb down and 68 lb up at 5-0-0, 282 lb down and 84 lb up at 7- 0-0, 282 lb down and 84 lb up at 9-0-0, 282 lb down and 84 lb up at 11-0-0, 282 lb down and 84 lb up at 13- 0-0, 282 lb down and 84 lb up at 15-0-0, 282 lb down and 84 lb up at 17-0-0, and 282 lb down and 84 lb up at 19-0-0, and 342 Ib down and 92 lb up at 20-7-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1. 00 Uniform Loads (plf) Vert: 1-10=- 180, 11-20=-20 Concentrated Loads (lb) Vert: 1=-404 10=-342 2=-134 7=-282 21=-127 22=-208 23=- 282 24=-282 25=-282 26=-282 27=-282 28=- 282 2) Dead + 0. 75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1. 00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=- 200, 11-20=-20 Concentrated Loads (lb) Vert: 1=-338 10=-296 2=-116 7=-246 21=-107 22=-181 23=- 246 24=-246 25=-246 26=-246 27=-246 28=- 246 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0. 90 Uniform Loads (plf) Vert: 1-10=- 180, 11-20=-20 Concentrated Loads (lb) Vert: 1=-141 10=-160 2=-63 7=-140 21=-48 22=-101 23=- 140 24=-140 25=-140 26=-140 27=-140 28=- 140 15) Dead + 0. 75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0. 6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=- 131, 11-20=-20 Concentrated Loads (lb) Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48 24=48 25= 48 26=48 27=48 28=48 16) Dead + 0. 75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0. 6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=- 131, 11-20=-20 Concentrated Loads (lb) Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48 24=48 25= 48 26=48 27=48 28=48 17) Dead + 0. 75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0. 6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1. 60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=- 131, 11-20=-20 Eztqnn; flmsa tlemSlh ter eCu'11I0 'lCSt3 S:'-3 et[:!ll ltlpS6 JFD ILnS(DStOMj Wfer!(ACrir([F4Yirr luM.lna(k'p pMemdus ed rzd r4s ee Pat test wile NAtt nedar lydmfi kh M.f F. Irr— her? Id., ne Ddns 0-it, said m ae l68, mle Win plmt m aeselfide TDDdlr rdd Ate6eet Ong tgmeei li e, 4Mdg trlae a ed mat TDDtgnseds..:,r dasrmt ad ego w:owsaaq ra•a<lrsiyddr trader lgruaaek tDD hni iei to i<q,- rDee 4aFq «ems;wialtm Anthony. Tombo II[, P.E. ai.sedrM 1ueg4ndqisde «spnclmddt C.ae, de C.. A;m q. M de 10164D rpe,w It 000 @r Wtt 1.W W.1fiq«6 M 1111 pn,ddae lDDMmffi li ddetrs, nddiq 6nelny wye, asl lebeea ka'q sM2 lentuq.Merd 9 ae4urmplI pr witn*o. 111.4 u.4a IWINW2e p« —1 pre! dta&1.'.g(epsalSdelr lduselim ttShl iGdel it 1. a!SlU Me d dwipm dgdemr IM lednetar •eg sdidnt ed kae[d Rlnt, Dex`Tet, fins 0n Mae lnu Yndeawu emss 80083 eaewly ertndhe;Mar, ate d.Magrydi etie[mend imt De [ `'"'e 4451 St. Lucie Blvd. w m e garrae,rn<au oe[p«,wle tsymw[ga tee.nuaA Liapndcd?rs,eeetldled:mt. oPretghl a 2016 111 Rdoi Trusses Arihonp L l cm5o II01 Repr itutt e d this dotument, in ony form, is Prohibited hwithom sha written iterm,0er from A-1 lord Trusses Art6ony i. tamho ill; P.L Fort Pierce, FL 34946 Job Truss Truss Type Qty PIY RYAN HOMES / SANTA ROSA A0071147 XRSSRCLM FG1 FLAT GIRDER 1 3 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:04 2017 Page 2 ID:3cbD6QA9jcxoTnU UN8i_XizeZZI-1 gl IOowKOivrGJtQOCKZGEObz4JSBCPxXZplxBzTpgL LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=48 28=48 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-10=-131, 11-20=-20 Concentrated Loads (lb) Vert: 1=76 10=49 2=42 7=48 21=57 22=41 23=48 24=48 25=48 26=48 27=48 28=48 pnit{-Flestt Mnwplle arex tu'111g9?!1@S,3i"Si'','.:t'i[C3A119YS 6:AlI1CiigS':Cllt'ICf:P;,AIXi 8iIL4Y:kPh:e. hrdi iesgt NartMstu:al aaxt tt'A"t Lestksip gaxsl!IOv'MltHwr'I.Ireltll,rE.ld¢n;t ieP. Cdwt nt. Cutts tllw'eise Ahlwme lfA. aft Msr+ktaudw dtnssShcw slrm'k:CCaVt at.{ I'm (".T. 1".. aSta tM blimirAnus n .•on Is ma."um, 9At pdummtt;ioa:ag rnyasmT.I. tr At 11pp itAt swat 1pwa At Tot tilt, 'linTIT L Inaim s r--laEt Maw, %wTay Anthony T. Tombo III, P.E. tstd A; 5n1 br w twilsil, Is At pwialA ddOn", At grac'sodkwat nw,i At f.rlf po p ft& u td dAtlt',dt 3C nul I w fitg<eh 4IN1 Its p;:. la.ta Ngwe ai fief! d i ss, utltt ;Nelna. 1 1 as I eA sau hCs;tywsUttd E80083 He Crllmt C•s 7•tr as [nFt:la tgedes sr rtsb lk lDC nlme ptcha. ed g'a:edaesdtu k:&q(apa lSa!eh ldw na,ttSft raBsutM ll al SiCA wt d !ir{ dgatz I%Ieerutsde tgws dlnus n9 Gtitsda la.s 0.sgs, "ass Cr {t;yieu mdl amtn;lw<;. taus 4451 St. Lucie Blvd. ttlnnatamlhtiw4e] tyatgw v;crsl.d Nam bmisa Im Ines Decg G{Iett;tC Itlt {r:Uiy Otsieets_ i ss<.Mes Egrea dnl tr!IIiq. 311.etCdaa :sa:s atndrMak TFL tort Pierce, FL 34946 Coppigfit92G164lRaafUossos- Ara4unyi.ianla111:P.E. Reploduni:mofthis dommenl:inmyform, isplehiRedwilfioulA.whin permissionhamAIRoollntsts WhonyR.imhoIII; F.I. Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA XR5SRCLM FG2 FLOOR GIRDER 1 2 A0071148 Job Reference (optional) P Ruui i Pusses, run Pierce, rL sgaao, aeslgnLaitruss.com stun: t.620 s Apr 3O 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:04 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_Ndzeg Nj-1 gl IOowKOivrGJIQOCKZG EOha4EtB8wxXZplxBzTpgL 1 4x8 = 2 4x4 = 1.5x4 II 1.5x4 11 4x4 = 4x8 = 4x4 11 4X4 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) 0.07 9-10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) 0.12 9-10 908 240 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-MSH Weight: 102 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except* 2x8 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 2593/0-6-14 (min. 0-1-8) 7 = 2465/0-3-8 (min.0-1-8) Max Grav 12 = 2593(LC 1) 7 = 2465(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1976/0, 6-7=-2063/0, 1-2=-3825/0, 2-3=-5833/0, 3-4=-5833/0, 4-5=-5833/0, 5-6=-3928/0 BOT CHORD 12-13=0/516, 11-13=0/516, 10-11=0/3825, 9-10=0/5833, 8-9=0/3928, 7-8=0/460 WEBS 1-11=0/3757, 2-11 =-1 223/0, 2-10=012374, 6-8=0/3936, 5-8=-1177/0, 5-9=0/2255 NOTES- (6) 1) 2-ply truss to be connected together with 1 Od 0.131"0") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1035 lb down at 1-7-0, 1035 lb down at 3-7-0, and 1013 lb down at 5-7-0, and 1013 lb down at 7-7-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-6=-100 Concentrated Loads (lb) Vert: 10=-1035(F) 8=-1013(F) 9=-1013(F) 13=-1035(F) gPrzwr-n finnan w.Ane Pr< ;sr;r :lr ll rrxsc;m cln:n:n•ou urr,etxca;te;w:tt•I.e. trar mw wn•al wna,[,.r,my.ar.ynac;t gr ed,P t. [,eE m,t_. t„-n:, s.r.ed.r _erq Pq •r:xilrl.q, ao, Jkla'ft rlmIMk -d do 1, TN. ntrrdt A"htIi Dus Elms pntr Irp- q nlwatM;grtsmsw«:rnar of In W"lrnp d""IstI deimd fe IN aq,aen IN I r aiP nxnrrurs, Naar dui uimriar Arthony T. Tombo III, P.E. Pdusd L$ Nsn IQ&. lsr -IM d6l N. Ilk9 e.sMW pw q! Iwldprg on.Nt<wkndtu q4@r q( If I I'as lfryed. tRll Its ep;nd a'qe lggat Par fish dq t. ss. wtlstnyknlmr, clagP,rtiL.IM eb in ktk ss rns alitd eqersillNyg 'pM tlrehPdn. All ull, If,rd 414tlftnd Mt pahtnad rtd id lasli l9rsrryr ISAIr {Ae IKa I(Stildl ietl I dStu o,"dne t W rJ @¢teP INufinr qe •esrns.alrirs nl Aliesdl Ls!cg:s'nn,"srss ft.ip:geeer ni lnss 4urh;hrtr edrss g 80083 Pgwwl:e«rsdnPcmaen Pgwt rPrw.r,gdt rnlres M. In[ ,,onaag nir r_tgrt,a yornpn ntns,.rdm. EPpecdm Nuwr ,ul;gwmlwa, nrnbdgdemt 445E St. Lucie Blvd. og.rightV 2016 A-1 loaf bussu- Anthauy 1. fambo ill: P.E. Rt.roduniaa of this doroment, innny form, is prohibited Without the wsigea;trmission from 4-1 Roof TPossesArthaoyLlamboifl;p.L Fort Pierce, FL 34946 i Job Truss Truss Type aty Ply RYAN HOMES / SANTA ROSA XR5SRCLM FG3 FLAT GIRDER 1 4A0071149JobReference(optional) At Roof Trusses, Fort Pierce, FL 34946, design(oDattruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:05 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-Vsrgc8xz901 itSSdZvropSZkiUcjwe94mDZITdzTpgK Dead Load Deft. = 7/16 in 4x4 = 1.5)(411 1.5)(411 4x4 3x8 = 3 10 = 3x12 = 3x 2 - 3x1 = 1 2 4 5 6 7 8 9 IU r r r e r r 27 17 15 28 16 14 13 312930 12 11302= 32 r r 33 18 3x8 II 3x12 6x6 = 7x6 = 4x4 = 4x4 = 6x6 = 10 3x8 11 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP M 31 SOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* 2x6 SP No.2, : 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 4043/0-7-4 (min. 0-1-8) 18 = 3946/0-7-4 (min. 0-1-8) Max Grav 10 = 6000(LC 2) 18 = 5709(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-12592/0, 19-20=-12592/0, 2-20=-12592/0, 2-21 =-21235/0, 3-21=-21235/0, 3-22=-25533/0, 4-22=-25533/0, 4-23=-25533/0, 5-23=-25533/0, 5-24=-25533/0, 6-24=-25533/0, 6-7=-21921/0, 7-25=-21921/0, 8-25=-21921/0, 8-26=-13352/0, 9-26=-13352/0, 9-10=-4819/0, 1-18=-4679/8 BOTCHORD 18-27=0/1280, 17-27=0/1280, 17-28=0/12592, 16-28=0/12592, 15-16=0/12592, 15-29=0/21235, 14-29=0/21235, 14-30=0/25533, 13-30=0/25533, 13-31=0/21921, 12-31=0/21921, 12-32=0/13352, 11-32=0/13352, 11-33=0/1377, 10-33=0/1377 WEBS 6-12=-2115/0, 8-11=-3717/0, 5-13=-789/0, 2-15=0/9210, 8-12=0/9126, 1-17=0/12025, 3-14=0/4578, 9-11 =0/1 2706, 6-13=0/3846, 2-17=-3629/0, 3-15=-2256/0, 4-14=-822/0 Continued on oaae 2 CSI. DEFL. in (loc) I/deft L/d TC 0.79 Vert(ILL) 0.2813-14 776 360 BC 0.80 Vert(TL) 0.7213-14 300 240 WB 0.75 Horz(TL) 0.06 10 n/a n/a Matrix -MS WEBS 6-12=-2115/0, 8-11=-3717/0, 5-13=-789/0, 2-15=0/9210, 8-12=0/9126, 1-17=0/12025, 3-14=0/4578, 9-11=0/12706, 6-13=0/3846, 2-17=-3629/0, 3-15=-2256/0, 4-14=-822/0 NOTES- (9) 1) 4-ply truss to be connected together with 12d 0.131 "x3.25") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC 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=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. PLATES GRIP MT20 244/190 Weight: 397 Ib FT = 20% 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 319 lb down and 168 Ib up at 0-2-12, 127 Ib down and 82 Ib up at 1-0-0, 134 Ib down and 63 Ib up at 3-0-0, 208 Ib down and 68 Ib up at 5-0-0, 282 Ib down and 84 Ib up at 7-0-0, 282 Ib down and 84 Ib up at 9-0-0, 282 Ib down and 84 Ib up at 11-0-0, 282 Ib down and 84 Ib up at 13-0-0, and 282 Ib down and 84 Ib up at 15-0-0, and 282 Ib down and 84 Ib up at 17-0-0 on top chord, and 795 Ib down at 0-11-4, 795 Ib down at 2-11-4, 795 Ib down at 4-11-4, 795 Ib down at 6-11-4, 795 Ib down at 8-11-4, 795 Ib down at 10-11-4, 795 Ib down at 12-11-4, and 1003 Ib down at 14-11-4, and 1003 Ib down at 16-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS $ CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-19=-60, 9-19=-180, 10-18=-20 Concentrated Loads (lb) Vert: 6=-282 12=-202(F) 15=-202(F) 3=-208 19=-319 20=-127 21=-134 22=-282 23=-282 24=-282 25=-282 26=-282 27=-202(F) 28=-202(F) 29=-202(F) 30=-202(F) 31 =-202(F) 32=-259(F) 33=-259(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-19=-50, 9-19=-170, 10-18=-20 Concentrated Loads (lb) Vert: 6=-246 12=-647(F) 15=-647(F) 3=-181 19=-268 20=-107 21=-116 22=-246 23=-246 24=-246 25=-246 26=-246 27=-647(F)28=-647(F) 29=-647(F) 30=-647(F) 31 =-647(F) 32=-81 7(F) 33=-817(F) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (pit) Vert: 1-19=-20, 9-19=-140, 10-18=-20 imnr-Nme M!rgkhrz&rfae'1I10-,€IMe3;Yd:rn1K%1 IilYl6:il%6111C1SiA'OMi 4G'frtHCl;ii[LKY:tI'ke.t#iF.;gipr.9nstti red wxiatds I.""ksip Oneq!I ;adA, 1c6wr I.InkIIf:t..te!dn,'rS:e!ldce rv. Celacs tlka'cise rdNrRe tEe, a1J k!7szssxd ,Idtl wlk If!? 5CN1 d:! AsrLcs Oes Egnty iir <re:rM €cPo a . q rrs cq do Frru lae iy pn:!Etry#!!1 si pdm¢;ro9ki iryfd fie tSG quo ifll Lxa slt i In. sdM :!ry Anthony T. Tombo III, P.E. Wd .dn ss6r nhifkrsl R r 1,44r G dsCwve rinnngn'nC 1n1! y0,'ax,nlh d+'dfi 11i,$,X 16,6 ItrUM'd 0111 Reelra.Idla NDrctesfiePo d 1. ,'rd.rrsgkiliq. i i mt t it _sadl tla pes liltd IN 3 80083 qr rAIMU5y!xrrdlrtr1 ANed SCMfe 121C 1!klee'hs dptdwsdtskWq(Igreel Sahh idu h fxAiplb.klhl WSCA cr!d 1#lsrd p4va . edars dr regnsd Ishrs rdhne5d0 trr.c ass 0•. js:y nrr eee l ii ujw#bn:Nns 4451 St. Lucie Blvd. Mmisr «rmdwA;xnmrq gan.!r _qa pnla nmr:i Iu tr,,,ors«€q!!s rrm u,u ar:i.at!ru sla€r:drq €nalk€.m2laeed!,z; na nl!rud:mi Fort Pierce, FL 34946 epyright9741d A-Ii,allmsns-AethnoyLiumho ill: P.E. hPlduniun dthis discs-t, ineny form, is plohihitzd ritfiom €As writtenpernission Iron A I b.11 sns- Anthony L lcm50 ill; P.E. Job Truss Truss Type city Ply RYAN HOMES / SANTA ROSA XR5SRCLM FG3 FLAT GIRDER 1 4 A0071149 Job Reference (optional) I Roo} trusses, Fort Pierce, FL 34946, designigaltruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:05 2017 Page 2 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-Vsrgc8xz901 itSSdZvropSZkiUcjwe94mDZITdzTpgK LOAD CASE(S) Standard Concentrated Loads (Ib) Vert:6=-140 12=-795(F) 15=-795(F) 3=-101 19=-113 20=-48 21=-63 22=-140 23=-140 24=-140 25=-140 26=-140 27=-795(F) 28=-795(F) 29=-795(F) 30=-795(F) 31=-795(F) 32=-1003(F) 33=-1003(F) 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-19=-29, 9-19=-101, 10-18=-20 Concentrated Loads (lb) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24=48 25=48 26=48 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-19=-29, 9-19=-101, 10-18=-20 Concentrated Loads (lb) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24=48 25=48 26=48 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-19=-29, 9-19=-101, 10-18=-20 Concentrated Loads (lb) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24=48 25=48 26=48 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-19=-29, 9-19=-101, 10-18=-20 Concentrated Loads (lb) Vert: 6=48 3=41 19=116 20=57 21=42 22=48 23=48 24=48 25=48 26=48 atvv}-Mxu gmsi!¢ rerk>t Cx'l I iCCi II ISViiNiit}"y it}jA( I3aS b:OkClgueS (75iCM{"}B}:rj llC4;SiEGSLL:tr ke. IcBf giyr }arcdn: xt rxl xSs a Ais L tt 4tipmtr's}!Ilw, a} tlt Amexy 1. $ax lg, }.E. thxrt SkPtettre m. &kss ktaaist met x tle fCb,xl} Wt:iaxmatrn ssidl Yts tlx tlr'PCxkrdt As} Tress Cs.,; Eya q. Spad.y Ec}xc•^tl xlxxy}6C;grtutlsxttt}Pat drit Mutssuxleuka o} .}xu}ph bt F. It's;. a tlr. '.;k T 00N F. 109x1},tua lM-1 aqr iAx,laia}m(hat vCxm Anthony T. Tombo III, P.E. et+std M, h kiNxg tle i 'a lmdtlt C+m tlt Cxas d} Ngex M. $aifeg R' ,n'de a dti tl tl<IS( II#I I '18gnF uE fi 1 tkx (r.l he lCB ut of fieN tl i. ;'tGsaiy kale k },aql tiw alb >}dhkt rts}xsrlC}d t 80083qt $eiI1N}Cipx iltraal . Altedxst' dh gelCC n(dx Mahty nl {.eel s theta }fers/xtel Stdr;da. N tl}g }d4 tt1 } ISO de /l.r d}iNre tM l ofixtar ayx:intsxeaee:dtit so ;-a:, et. it x}xx ad lutc P.xtatla....kn 4451 St. Lucie Blvd. rtler+nttdmlh};xboCepex e}x4rimm hal yaltx knl+ee Ixt as Ces.a Ft7hxt is $_}Ik iaNly Oesi}}e airc Srdes 6}br :a1x1tN} :C egfd.rt xa, ae rs ddx}u Til epyright 9 2016 A-1 loci Trusses Arihony i. Tumha lll: i.E. &eprnduttior: J this do—ent, io eey form, is pm6ililed witham the w}itsen pemissian fren A Roof Lungs - Whony T. Tomb. 11, p.E. Fort Pierce, FL 34946 Job Truss Truss Type Oly HOMES / SANTA ROSA A0071150 XR5SRCLM FL01 GE GABLE PIY 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:06 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNl-z3P2pTybwJ9ZVc1 p7dN 1 Lf54au7LfGZD?tlr04zTpgJ 32 31 3x3 = 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 3x6 FP 3x3 0 C d p( JJ 20 19 18 17 Plate Offsets (X Y)— [1:Edge 0-0-121 [33:0-1-8 0-0-12] [35:0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 17 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 82 lb FT = 20%F, 11 %E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 18-5-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 32, 17, 31, 30, 29, 28, 26, 25, 24, 23, 22, 21, 20, 19, 18 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard ur'nt!hur;asr>rph;t•ire ar'1'isiTRUiiii;'ttL'€r"yE€A33€'Y4}S(PsSL I"A"L7'[rlA:tl iAfYiX{'dfa. ln r k;mp;rze'rs ai ra€uA a Rs'rtrs[:.'ry srrhiiiPE;a!#s:tlhgl >saAs 4. ri.lrkeut i6ets k[me_ 0atsz uwe<ze skslaae"t0,ah wd c <sso it sd€ wto¢n ,ea k at s taa e. twdq eln a t rnwansGt mt asters Dffif 4 i qa t rput M1 to Jt dh r s neq € r66 d.tn{ a H aamtrc s,bzst a€r r s;r Anthony T. Tombo Ili, P.E. aartaurr.i:ne.k€asb aonry . xso 5.r.gaxHe§tvtape,uts nEkF,5kaagd+et::kadPrritxytn,dnrro«€atmuftlifxs.z tque},.niaamaatay,uiaxuasYr&JQ83 kWA, aa,, 4451 Sr,:ur:a Blvd. s. mz Woldif s trrn epees gee.4.mathdpr+es:nrhri 'ainr aup htasm i; Kai: Ix Writ n6q.rasim. iita .e !Wr-J,;S mks dmn, m r. te-W r, tn4. Fort Pierce, FL 34946 Copyright C. 2016 A-1 tool Unsses-Anlbary 1. Tombs 114 P.E. Peprodunen of this dofomeaymany taa, is pmh:hued.ithoutshe wriean pamissitt from A -hoof lasses-Antkespl. iomboill.P.L Job Truss Truss Type aty Ply RYAN HOMES / SANTA ROSA XR5SRCLM FL02 Floor 6 1 A0071151 Job Reference (optional) Do rLisses, FOIL rietoc, rt_ a4uz+o, ueslgnLa iruss.com Run: 8.020 s Aug 31 201b F rint: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:06 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-z3P2pTybwJ9ZVc1 p7dN 1 Lf5v9uxaf6_D?tl r04zTpgJ Dead Load Deg. = 1/8 in 1.5x4 II 1.5x4 II 3x8 = 1.5x4 11 3x4 = 3x4 = 3x6 FP= 3x8 = 3z6 = 2 3 4 5 6 7 8 9 e eee 15 14 3x6 = 302 MT20HS FP-- 1.5x4 11 1.5x4 11 3x8 = 3x8 = 3x10 = date uttsets (x r)-- 11:tdge u-u-121 14:0-1-8 Edge) 15:0-1-8 Edge1 117:0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) 0.32 11-12 685 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) 0.46 11-12 473 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-SH Weight: 92 lb FT = 20%F, 11 %E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10 = 980/0-3-8 (min. 0-1-8) 16 = 992/0-7-4 (min.0-1-8) Max Grav 10 = 980(LC 1) 16 = 992(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3061 /0, 3-4=-3061 /0, 4-5=-3668/0, 5-6=-3108/0, 6-7=-3108/0, 7-8=-3108/0 BOT CHORD 15-16=0/1837, 14-15=0/3668, 13-14=0/3668, 12-13=0/3668, 11-12=0/3668, 10-11=0/1908 WEBS 8-10=-2081/0, 2-16=-2031/0, 8-11=0/1326, 2-15=0/1352, 7-11=-300/9, 3-15=-296/12, 5-11=-911/0, 4-15=-947/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT' form. MtTng-Hmv nax¢I xCz'lll0ri `lL:iS!5?':`t'; g[r3N I;W36 ]IDIDu1 dS.CN W'Y Ye 1lA6:n.ED"euilr We. lrnl it -p ta• Nttitd•ed tt in s 1•tst k gt@txkgfi;ed tle tltl rl lukl r_.r t.,st,ld.t Cek dM.Ik tuN! n ICD It Nil?it'aukt rkki tielll ki. nl CCNktdd rstkuf Devil Ets®t (L. pt d'tfEglR+ tl na''[N igrt:ulsutrlphxedntppe smtl tgn:r:np re:yca:dtitr fx ksytdkingN *rt<.Igf4d le IDtt lr ! Ifll. ix kuptt-W kd-I d9 kDt1i:A} td nedtl. " • n hit. n r na llj dnt D"m, nt C.u+s rIM' qm' h kll/vqD wet,hn<txkndMr,,ne ltt M(I 1 II'q devl rnl Rx yriled qe lDD nl tei fieN< do 7 Ss who,gbeltitg. g - 1 s4n 'k d hgx rt>tesiklrtid Anthony T. Tornb80083 III, P.E. f uw,lr,o-eipkkelta!lak.w lsseltdkR:IDrkl7xPtt'irrkgg l Ilhrls:gc pktlsrtlrtdd n,usliElr.l1,tklsttakl dt,kultx Y piva<t.Inleefik:nilSilt:.klu<iwnr:au:It,.,D.z k..,.s-k.stin—WT-Nom;mt nit'! =80083 tue,at,ekr dyl;mnal kl v.lxcghdlrlleebttlt:tutrk.o-t puuktngcrmum of:I 4451 St. Lucie Blvd. ro q p 7 q pe,ulru.rara 6g®.e: din b lliq. Nl egMml mrtmtls dd td k'141 Fort Pierce, FL 3494iioppig6tVlplfAdioolFtrssas-8fithoapi.(onhoii6i'.E.ggroluniorolthis dolumentinaeyiolm,ispto6ililzdKBhout;hewtmenpermissionhnn4lfool (tosses dr111s. T.lcmtoilL?L Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0071152 XR5SRCLM FL03 Floor Supported Gable 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industr es, Inc. Wed Apr OS 09:43:07 2017 Page 1 I D:ta7uotTo57oOtNCW mTn2mQyhggX-RFzQOpyDgdHQ7mc?hKuGuteFAITFOjoN DX2,PYWzTpgl 1 2 3 4 5 6 7 W1, q q 13 12 11 10 9 8 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 TCDL 10.0 Lumber DOL 1.00 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2014fTP12007 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 6-10-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 13, 8, 12, 11, 10, 9 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard DEFL. in (loc) I/defl L/d Vert(LL) n/a n/a 999 Vert(TL) n/a n/a 999 Horz(TL) 0.00 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 32 lb FT = 20%F, 11 %E 6es,:tE3-Firolt guRFlt.rntY kt:It A{rU1):>ri{u!r dS d{F:i R::: {{:{'_M r{rr1S.editr.;:p$.YlrrfafEF. iM rtt3¢IaC4t'£!SRf(tR lik:FRL:,'IE;,F;SItR i}I¢ril('E:RtiM iHlMr {. etFl4l: t.. Qjt!ik4 idM k(Yt Ei! Fi'!SS afflx.St SkN pTE 1G!. EEE? CO' WPWv w,iR >af aelo5nx*tSt.tEr. !tpa,rpt FE,sttc4ds`itRte m cn.r!tGt.xlta'> >;E tantpah EtElt Rnay ps+t2ifiYtoh4ttpadtx ,47euet;i;IrdxfEei3Ftri axeln{ hugttl xrtac::lt rp sn,uddt;m Anthony T.Toeibot:,RE, adErzmi tns rave. irlta; is E ntn>.dfx Ei+ ad...ear ad'aa.rN v;EdaAebEt ;perpE!,nr,4 reef nt a, t4lC aif4d ls:Aeg:dk and Fll Ixtyrwdal6 l.DaE tohR 1rh ,wFt, E xdg';. uueP,a nim widn:reEl dt ht ua ai: Y -80083 E 1EPAl9',1y Sl9NtEthF($i t938EE 1dM Ri{ rb Qi rU,;fJJztS aY( 14eEtSRM rdtlR.r aykYSii!E'Y {AN£tlWir(if W};1ik32" i tir:d at tEfAtktY fef rfa!'fl'u9td4E, r4 'at5'kf VEipti>Ik R4314f tYlfF dtA ta!S BPS ft; il3 {kLt[rt;'b:A R2 -R;S M>W IIjHY, WjE3E 4451 ^L LUcie Blvd. kEt=ut 4MN'h'wmjZ trytk .din h 6pft a4EFEL Thin! p Ffphj*, KO 44 t", U.P,a1'.W.is;nn dmtt'rtie;. !'=u;ila.Nt.c:mr, tfe!t aIH i. Fort P.erce, FL 3=946 Copyrigbt S Fil16 A-i Read 3;asses-Anlhsay Lhmbo III, F.F. ieprodutiian ai tbis da4nment, is aaq{arn; ispmbibikd rabael the wdLee pnmissioa 3rom A-1 Eaat lasses-Ambaayl. tamba tlt, F.E. Job Truss Truss Type Qty Ply HOMES / SANTA ROSA XR5SRCLM FL05 Floor 5 1 RYAN A0071153 Job Reference o tional 3x8 = 3x4 = 2 3 4 5 Run: o.uzu s Aug 31 zuiu rnnu d.UZu s Aug 31 2u16 MI I ek Industries, Inc- Wed Apr 05 09:43:08 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_Ndzeg Nj-vRXpE9zrRxPHkwB B F2PVQ4BFHicN7zd WSBny4yzTpgH 3x4 = 3x6 FP= 4x8 = 6 7 8 9 10 Dead Load Defl. = 3/16 in 3x3 = 3x6 = 3x3 II 3x3 = 3x4 = 3x6 = 11 12 13 14 0 Ica o a29 'T 27I7 a Za 23 22 21 20 19 18 17 16 15 3x6 = 3x10 = 3x3 = 302 MT20HS FP-- 400 = 300 = 3x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014lrP12007 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 6-0-0 oc bracing. REACTIONS. (lb/size) 24 = 1055/0-7-4 (min. 0-1-8) 15 = 43/0-3-0 (min.0-1-8) 18 = 1793/0-3-8 (min. 0-1-8) Max Uplift 15 =-213(LC 3) Max Grav 24 = 1058(LC 10) 15 = 268(LC 4) 18 = 1793(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3346/0, 3-4=-3346/0, 4-5=4139/0, 5-6=-4139/0, 6-7=-4139/0, 7-8=-2737/0, 8-9=-2737/0, 9-10=-2737/0, 10-11=0/1419, 11-12=0/1417, 12-13=-238/729 BOT CHORD 23-24=0/1978, 22-23=0/4043, 21-22=0/4139, 20-21=0/3752, 19-20=0/3752, 18-19=0/1 070, 17-18=-729/238,16-17=-729/238, 15-16=-729/238 WEBS 2-24=-2187/0, 10-18=-2535/0, 2-23=0/1512, 10-19=0/1873, 3-23=-252/0, 8-19=-270/0, 4-23=-771/0, 7-19=-1155/0, 4-22=-191/536, 7-21=0/809, 5-22=-294/66, 6-21=-430/0, 13-15=-261/799, 12-18=-1123/0,12-17=0/317 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. Edge],[25:0-1-8,0-0-12] [27:0-1-8 0-1-8] [28:0-1-8 0-1-81 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.77 Vert(LL) 0.39 22-23 632 360 MT20 244/190 BC 0.87 Vert(TL) 0.60 22-23 409 240 MT20HS 187/143 WB 0.89 Horz(TL) 0.09 18 n/a n/a Matrix-S Weight: 134 Ib FT = 20 %F, 11 %E 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 15. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Me.tiy.neess tlesyllr rzeka WA-110'iit[&;3;jN*aa"Right GWst S&okaincriuul .-Tia nw.% grt... teNw aa rft,* ,s wrat rdno s os Tass hsitionvil MminalrnafLFamic r:FE. ldn;< csinehtxe- Was dam%retNuneIM uU ah1st1mihs OdWif luli time ail eda iitln:igesrg ltRag pnu&s Egnadt sad. ept. rdsmu:gtnsedn Psh,sned espsusiyutps:dfih ix /asitedlk sidle Fsn IEeNulu lDGt It a lfll r ugs iu* Istet !ti . alu'.m msi hi It, .tadse ne E 'Inrdne O"m neOnr's AM eyes' he tanlq Onper,ane ud fNi eqi, M1e lG ui tkl Ihliiys uiR1 Os en:s.sldlu laauites fled M1!. ss;'MNb;u Imo.11 hl. esn eh ic.hdx wiavrlihd Anthony T. Tombo II[, P.E. 80083 nta3upos ehrtmn. ul lss d'tn 1gctN Pare.tdt e I esdi h,i:yeegaenl unsNs a Hspiu &ihlrsdSKAre dce iW pa dpdus mlenrerne.yw ue,eNanadn I s., ,.a o:shge wsem1.ns:Y<seh;m< A-4451 St. Lucie Blvd. u6uuiM ys lh s;seu ya a Mns!h NErimsI IaltshDesals&hahkIN A,hlOq hsl>m, Lus,.rmr hln.c>'uyhlnt a spMetiaa;u Alfiuir'M. apyright lPl6AIRnol iiasszs-AnthonyLtumhoill,p.E. Reproduction elthis document, in any trim, is piohNtei'x,11i.ache sainen ptanissiaobese A-1 Root Gasses- Anthony 1. tamha':Il: p.[. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0071154 XR5SRCLM FL06G Floor 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:08 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-vRXpE9zrRxPHkwB B F2PVQ4B DEic47?? WSBny4yzTpgH 0 1 2W 0 28e 4x8 = MSH422 4x6 = 4x12 = 4 4 = 3x8 = 3x6 FP= 4x12 = 3x3 II 2 W3 3 5 6 7 8 9 10 11 2726 25 24 23 22 21 20 19 18 3x8 MT20HS FF1- 3x6 11 3x6 11 6x12 = 3x6 FP= 4x10 = 6x10 = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) 0,48 23-24 512 360 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(TL) 0.76 23-24 326 240 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.09 18 n/a n/a BCDL 5.0 Code FBC2014lfP12007 Matrix-SH LUMBER - TOP CHORD 2x4 SP M 30(flat) *Except* 2x4 SP M 31 (flat) WEBS BOT CHORD 2x4 SP M 31 (flat) 'Except* 2-28=-3611/0, 10-18=-3126/0, 2x4 SP M 30(flat), : 2x4 SP No.2(flat) 2-26=0/2866, 10-21=0/2622, WEBS 2x4 SP No.3(flat) *Except* 4-26=-139110, 7-21=-2523/0, W4,W14,Wl2,W7,W3: 2x4 SP No.2(flat) 4-24=-433/212, 5-24=-317/0, 7-22=0/710, BRACING- 13-15=01701, 12-1 8=-1 470/0, TOP CHORD 6-24=0/1544, 6-23=-781/0 Structural wood sheathing directly applied or 5-2-3 oc purlins, except end verticals. NOTES- (10) BOT CHORD 1) Unbalanced floor live loads have been considered Rigid ceiling directly applied or 6-0-0 oc bracing. for this design. 2) All plates are MT20 plates unless otherwise REACTIONS. (lb/size) indicated. 28 = 1640/0-7-4 (min. 0-1-8) 3) All plates are 1.5x4 MT20 unless otherwise 18 = 2154/0-3-8 (min. 0-1-8) indicated. 15 =-46/0-3-0 (min. 0-1-8) 4) Provide mechanical connection (by others) of truss Max Uplift to bearing plate capable of withstanding 233 lb uplift at 15 =-233(LC 3) joint 15. Max Grav 5) Recommend 2x6 strongbacks, on edge, spaced at 28 = 1652(LC 10) 10-0-0 oc and fastened to each truss with 3-10d 18 = 2154(LC 1) 0.131" X 3") nails. Strongbacks to be attached to 15 = 120(LC 4) walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. FORCES. (lb) 7) Use USP MSH422 (With 10d nails into Girder & 10d Max. Comp./Max. Ten. - All forces 250 (lb) or less except nails into Truss) or equivalent at 5-11-4 from the left when shown. end to connect truss(es) FL07G (1 ply 2x4 SP) to front TOP CHORD face of top chord. 2-3=-5858/0, 3-4=-5874/0, 4-5=-6906/0, 8) Fill all nail holes where hanger is in contact with 5-6=-6906/0, 6-7=-5886/0, 7-8=-3684/0, lumber. 8-9=-3684/0, 9-10=-3684/0, 10-11=0/1730, 9) In the LOAD CASE(S) section, loads applied to the 11-12=0/1730, 12-13=0/530 face of the truss are noted as front (F) or back (B). BOT CHORD 10) WARNING - Please thoroughly review the "A-1 27-28=013270, 26-27=0/3250, ROOF TRUSSES ("SELLER), GENERAL TERMS 25-26=0/6712, 24-25=0/6712, CONDITIONS CUSTOMER ("BUYER") 23-24=0/5886, 22-23=0/5886, ACKNOWLEDGEMENT" form. 21-22=0/5886, 20-21=0/1314, 19-20=0/1320, 18-19=0/1320, LOAD CASE(S) 17-18=-530/0, 16-17=-530/0, Standard 15-16=-530/0 1) Dead + Floor Live (balanced): Lumber WEBS Increase=1.00, Plate Increase=1.00 2-28=-3611/0, 10-18=-3126/0, Uniform Loads (plf) 2-26=0/2866, 10-21=0/2622, 4-26=-1391/0, Vert: 15-28=-10, 1-14=-100 7-21=-2523/0, 4-24=-433/212, Concentrated Loads (lb) 5-24=-317/0, 7-22=0/710, 13-15=0/701, Vert: 4=-852(F) 12-18=-1470/0, 6-24=0/1544, 6-23=-781/0 Dead Load Dell. = 1/4 in 3x4 = 3x4 = 12 13 14 0 312 ov c 0 17 16 15 3x6 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 163 lb FT = 20 % F, 11 % E 9ninr Flex Pea¢¢ rn.kx tu'LI Ig;4 14;t3!sFl`Jp efi3A1 IiL4S 6;r1oU111 %rgsi0Yi7RtYf IICi:HiEggYikl lus. writ, inp rc,atdrcs w:w w4s n Rk rna hstp hcYq;i[F:) w 6, od4q I. fnsk of rf. 1&e siwW., nu. uku dlaatu W d a Re ra,.4 MfiT:kc wd!k"Okm,irso.,Mw1"i L.I'm ot,7Eq ,Sraaftfhr 'earinselII,"graspsoawV darafts,umegixq.ra:0ttnukhipdkstiflerrtfgdtd kin lruetnfrvep .,eft{dos m:m Anthony T.TornboIII,RE. rs ahsrw,,kr.ht k inialodlkoena,k0e Ak e"OvA Snd Nign,ufinudeeldto, nr80083 nesrie ronFu dhtwM.lualessrmkxtoowa r <n erxl :d i,gcd tnw;unplcxel nwslu.e:d <e r deer, fnle:n y. kan,wan cd el s>wup , lrs:o.p yt«w a::u nk,s,.ks, 4451 St. Lucie Blvd. anems!xtralNeiwaen apaRynke nc if 4ie hs knhd let ,.Oes:e hrars,ut:tlh h:ulghsipa.n Leas 4,ks rapuadu,.wtldR rn:gamftd krs,ue,s [diwuTfl FortPierce, FL 34946 Copnight Y418AIRoofbosses Anhooyf. icmhoAl,p.E. Recredonioe-of this dammen4inonyform, isplohiEitedWdowhewrintopneissioofrom A -I loot fmsm-Whooy1.boob. ill:U. Job Truss Truss Type dry Ply RYAN HOMES / SANTA ROSA XR5SRCLM FL07G Floor Girder 1 1 A0071155 Job Reference (optional) M 1 Ruin I wbr b, ruf s Mertx, rL 34946, designtaa Itruss.com Run: /.bZU 5 Apr 3u 2u15 runt: 8.M s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:09 2017 Page 1 I D:fXMofrMa Vb?Z7FFUeY3_NdzegNj-Ne5BRV_TCEX8M4mOolwkzljTZ52QsZyghrXWcPzTpgG 3x3 = 8 3x4 = 3x4 = AM LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) 0.01 5-6 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(TL) 0.02 6 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight: 20 lb FT = 20%F, 11 % E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 952/Mechanical 5 = 959/0-3-8 (min. 0-1-8) Max Grav 8 = 952(LC 1) 5 = 959(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1086/0, 3-9=-1086/0 BOT CHORD 7-8=0/1086, 6-7=0/1086, 5-6=0/1086 WEBS 2-8=-1323/0, 3-5=-1323/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 5) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Standard Vert: 5-8=-10, 1-4=-350(F=-250) Concentrated Loads (lb) Vert: 9=-636 Msrext Nttse rmtar^!itx Se':,I}o tit9S">i; S.Siir'E CtAiibk!:[4'316YA; S:s.1=@"!9!UiS:SK9 '='..i`Y:%i'Mrt, tnfi hix¢, rutsduseetkG trl±s@ecs'arsF:.:q. ErarbtilU:;@!se:dltn, LItr irI :t;. t lrern SIrnift, -k ttMiawm! wh 7GO, @h tl:teseM ri"Etik. kt stt7a Sr lotuxraia. . rf s rqt ru: a..:Kedtf i ixe .e#ntrliCp rrgeuxt@u;;glssExpfh ai, gu ty rspnu"ilcr kr Set upu6r d:Ynrnr Natke [^E l.axr Itll #,gip 1s«s, Iw?sp et hkanr rstiu t n, @.suq say .w,,am.st t .w-t @n..N qm@ul}t gay.:at,xitti,at aCtau! aloe@'.cat ,n! Igpe,,rnt l;nw@r scx Ie:E rss.:eaagi q n p..sr.tc azs qsi: s. r# ux ii.lyd Anthony F. Torsbo li:, P.E. le W. itprwa(amv a -;so W, St Post Sapax,fs Ed! l us, Off" a aiq C".Wu 9at36—An%Sr pAl wh. 3 . SKI gr tdEe@#(> Pp Ipi.". M,#,fi s At u:pr as.a ui M" e9 rf tesrsafy I-lu _ 4 80083 tht tuthrd3li.kFvi d , Crp'ttaaN-iEssKnaAQ91s,@lesz 4411 St, :.We Blvd. Y,it iti(pri tq lY El'.t Mf ttl i.:h ('nt }t5 ft 1tl: j5 h Ftri;tuj.Nq@', 1. 3(@tl.ej@rN @i1CtlEt, 0,4NAu!r,- iftzio 191 tnpyrigU C 201O A-i tool isEsus-Anikuar l to@ke 11 , p.E. hprodualon of this doureent, i a y ft m is p ok.bil d.ahuut the xrit:'eu petmtssion lum A-1 W irussas-Aolhunfl.locka lll: P.E Fort P?erce, FL 3?94n Job Truss Truss Type my Ply RYAN HOMES / SANTA ROSA A0071156 XR5SRCLM FL08 Floor 1 1 Job Reference (optional) Al moor trusses, t-on merce, M 34V40, oeslgnlaa t uuss.wrn Hun: r.b4u s UCR t zui b rnnc a.uzu s Aug it zu io nni i ex inauslnes, snc. vveu rips u5 6zi v ua 4u i t r.YU . I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-Ne5BRV_TCEX8M4mOolwkzljU W5_JsWMghrXWcPzTpgG 1.5x4 II 3x4 = 1.5x4 II 3x6 FP= 3x4 = 3x6 = 3x3 = 3x4 = 4 5 6 7 8 9 10 11 Dead Load Defl. = 1/8 in 3x3 II 1.5x4 II 3x3 = 12 13 0 Its 24 d o q 3x6 = 3x4 = 3x4 = 3x6 FP— 3x10 = 1.5x4 II 1.5x4 11 3x3 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. REACTIONS. (lb/size) 1 = 725/0-3-8 (min. 0-1-8) 18 = 1114/0-4-0 (min. 0-1-8) 15 = 405/0-3-0 (min.0-1-8) Max Grav 1 = 735(LC 10) 18 = 1133(LC 9) 15 = 413(LC 7) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-757/0, 2-3=-754/0, 3-4=-754/0, 4-5=-2029/0, 5-6=-2029/0, 6-7=-2029/0, 7-8=-2029/0, 10-11=-597/0 BOT CHORD 21-22=0/1704, 20-21=0/2029, 19-20=0/1404, 18-19=0/1404, 17-18=0/597, 16-17=0/597, 15-16=0/597 WEBS 1-22=0/1001, 4-22=-1050/0, 4-21=0/496, 8-18=-1469/0, 8-20=0/786, 6-20=-266/0, 10-18=-589/0, 11-15=-659/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. dge] [21'0-1-8 Edge] [22'0-2-12 Edgel CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.55 Vert(LL) 0.17 21-22 921 360 MT20 244/190 BC 0.76 Vert(TL) 0.31 21-22 516 240 WB 0.48 Horz(TL) 0.01 15 n/a n/a Matrix-S Weight: 109 lb FT = 20%F, 11 %E 5) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard a.rtng Hmu wrtnllrrz*:-ne t110n;[i1YSSS k 3';. iERRnl ItIN51;9:61NnS(94iO4itUf`rj:[r1,4.ELkY[kP hre. legt ua p weans ea red m4snAas L•ttc Ce'p Artxeg!I[R; mdw faewr 1. f.xh lg:r: fekn;t Sier. Ra•e me aaess eM.iu rddmwiCa,tar 6reLwraae pensteam.=aMxttt'cmheaa-rt.trt:;nwx[tmar",.t.s,Gfty[.p—,n:aw FAisitni stSussiyw.:arh ra Ise 1,*dawp?"fgm!attLW,rogt.p.«mratr u:yt,:t.vµst. liasnl w/.c:a[tat Anthony T. Tombo Ill, P.E. oar [s ,nt1..Udiq is e wi 80083 Me &illy at eraa Gm.er. Itlw r.artq.gP to gxr oas Iry,e.l esdluhlE'r(cp IShniax Imt;l[Sn,dktkth r. lSYA a rite asd pa.c. rPll ertxtwes,nsihilinet nl knesdn i Psr,.e, nun Retp'agaeet en l.sc pvdrtnn,.aess 4451 St. Lucie Blvd. efle mss nr apt:amn egeedep.uvmx e..nt.•nes i.nhd. lte ra,oeru CyaneisR.rae tauie3 oesigta,«t its Stites. hlw .e., rwn. nn;nna+! ", n. ssaen.eamml. Fort Pierce, FL 34946 Copysighta 791d A99oo16ossas-ActhoryLlamho lll; p.F. Rearodudias of this dorumnnt,many fosm,isProhibited xithomthe wsitlen pnitissiaa hom A I Roof husin- Arthony I. Tomholll: P.I. ob Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA XR5SRCLM FL09G Floor Girder 1 1 A0071157 Job Reference (optional) 8 un: i.nzU s Apr 3U :Mb runt: d-U2U s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:10 2017 Page 1 I D:fXMofrMaV b?Z7FFUeY3_NdzegNj-rgfZfr?5zYf?_ELaMTRzW VGgyVSNbl apvVG39rzTpgF 3x3 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) 0.01 6 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL) 0.01 5-6 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight: 19 lb FT = 20%F, 11%E LUMBER - TOP CHORD 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8 = 1065/0-5-0 (min. 0-1-8) 5 = 793/Mechanical Max Grav 8 = 1065(LC 3) 5 = 793(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-547/0, 2-3=-783/0 BOT CHORD 7-8=01783, 6-7=0/783, 5-6=0/783 WEBS 2-8=-948/0, 3-5=-948/0 NOTES- (4) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 5-8=-10, 1-4=-100 Concentrated Loads (lb) Standard Vert:9=-747 10=-747 dRStl. Mt11 "i. fF±HB (G! t 1' '11USki ifLTA NAEiii ..R4.A(k.E"3i: 4:ICL uii l.ii x::a 4lprlm4 ld#r lR$:r. weftf HlM tk'it t I f t.iµKi 10F; R3 Yt 1i1lEed(itmsi 3: f.t. rt(NttU ittd YtfE't S al•Sf AStixft [b'dpit GOKIS Yl tl tPmSK pill .h'.'. is rStaW 6f )Ut4Xftaa f. tt S EltE tt¢ SC t..pKYttr.tiltf! :t.t[N19r1tC A.NtStml fA #3(kFt tr'e ItglGK tq irYtL:JIC{fk iX It ii4l6tfm,A ltr ItOKld:a raew lH liiJ At .31SHIrL bltt(:Sktl:if/ Agmq xar, faw>€ _w tKf e,tdKfu Wilig1Ay.K,.atf ,: dtu, iKl diaenp:Ae x[ ttt tptt.ddntl t;t .tat s, umKq Ay tK lt,:=.StiWt ahazg skFt st ,sut. att AnthonyT. Tor^;bo P:;, P.E. 2 at tatiy wpr. MrtwtEsr 1u;•f sd Wage l`3oStu pses E ydEnttl#attwtn; ttsp>Sdati &iacmEAit6tlydl Sleet iSct Edtrt xkE rd{adui.tt1'draefrelpao StSr Etat i>ieldtut s3u;st, lna e+a@r=zu td n:l pa„i ewx,tdA:f - - 80083 sil-istkradartcaA,,.jgdw4win bd.pKmtmtu.d.att:As1atStptg-110,it, kshij usrx,tiYmStirs. *w,cafW14,tigit:tditP::Kttftt,dF1114, 446tSt. 'Lucie Blvd. n ri RIZ. OIbAI&col itesses-AA6.yl.4mbii I11J1 it radarrc pY i pnotlhitdamment, is oap Ectn; it praiibiad.4arsThe rfritftn permitsioa ltom A-t seal irasses-Aclbesf9.7acdaIII. P.E, Port Pierce, FL 3.946 Job Truss Truss Type aty Ply HOMES / SANTA ROSA A0071158 XR5SRCLM FL11GE GABLE 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:10 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-rgfZfr?5zYf?_ELaMTRzW VGma VVHb4ZpvVG39rzTpq F Plate Offsets (X Y)— [1:Edge 0-0-12] [27:0-1-8 0-0-12] [29:0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 20 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight: 72 lb FT = 20%F, 11%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 15-11-0. 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- (6) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES (-SELLER), GENERAL TERMS & CONDITIONS CUSTOMER (-BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Rso3 (kWF 9trruh;mrxd k i r BSYi:>"Ati7"b EJtl!€. k! 3iCX.R r3:s^,ti.M"iT[ii::3%7%:'J`Wilt'Mn. tN1xJlsp lrrenyss istre tdt!Wlks"nsl N.s t AaYur iCF aaf t:Fhsrl :erat l3: t:.4Mtae 14ed kM2 rst Gc'ss: aFrsPs.:t aar(uft'r4, Wi ai FFt sa fltt:ti le a'¢I ht 1p:hkntil .ti. ss tya'•spt t. '.irc (iigntt.;e':atesW WJiC6 nftsta axltphssx MRt&.sat!xtrataup spuiSitdt lab tt,kp#Msiaiti ss rep IN .Il i3r rel WtN IryI Wbrta WWzpla.:l.biq reel 'as sdh!'fr Anftriy T. Tornbo III, P.E. x%ei dHiltnt.Mm3a:iGcyu t+EW- 1YrddE ieeNht a to N'kt;tdatSe6aA;letrtw,it4LL+e ad 1%hlAt,#Mu asti l dda.eic3.e3.Wifil faeilfi€tdt:t§tI:9eNWpsdf d]t e,-t:ef gictdu;:nrye,ktd:ena Wll:x Nhtrsusi}i.ild #80083 Et lnA;i4Fw Wl rahi(M IW'lt fdai& a a rD W r. p'rtli i pim,9. tP (t SeM W-4.{im, l l,,W rt WeSlI—d".41.rvl,9ft.re#'a!1ieufHSd.hifsW#M"f6P I511FS:R; T..&Sp brm BS! sM:;Sdsl—W,R, 44.G.1 St, 1ude Blvd. Ni P ithaei A i iM'N.4Fth RW 4tt:ih;lt [r pV1Fl oWhtL}F Felt 3esrp!lyxe,.: h3.A rM1'li1;. iipte(N r SS:tY!!9'1;R,!! d tN hdr.d, n fQ(S.:tt MS! Rt i5 ft`.reJ A!(41 Fart P'erce, FL 3-946 Iopyrght i016A-I[asllmsses-Anih eyLlsmholl.,i.t. iepmdua.4dINS dE(B w,i.ayI mispfoh'.hitLsI.A0.1therdtsenpvasislisetloWA-!test Dosses-Aalhaop1.tomhn131,P.E Job Truss Truss Type Q1 Ply RYAN HOMES / SANTA ROSA XR5SRCLM FL12 FLOOR 4 1 A0071159 Job Reference (optional) E Rooi Trusses, Fort Pierce, FL .34946, designtmaitruss.com Kun: 8.U21J s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:11 2017 Page 1 I D:fXMofrMa Vb?Z7FFUeY3_NdzegNj-KODxsBOj ksnsbNwmwAyC2jpo2vgpKQRz89OchHzTpgE 3x6 = 0 1 2 18 3 3x4 = 3x3 = 4 5 6 Dead Load Deft. = 1/8 in 3x6 = 7 8 d 6. 13 12 11 10 3x4 = 3x8 = 3x8 = 3x6 = Plate uttsets (X,Y)-- 11:Edge,0-0-121 14:0-1-8 Edge],115:0-1-8 0-0-121(17:0-1-8 0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.20 12-13 >941 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(TL) -0.31 12-13 >611 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight: 81 lb FT = 20%F, 11 %E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9 = 852/0-3-8 (min. 0-1-8) 14 = 858/0-7-4 (min. 0-1-8) Max Grav 9 = 852(LC 1) 14 = 858(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2512/0, 3-4=-2512/0, 4-5=-2727/0, 5-6=-2488/0, 6-7=-2488/0 BOT CHORD 13-14=0/1555, 12-13=0/2727, 11-12=0/2727, 10-11=0/2727, 9-10=0/1588 WEBS 2-14=-1720/0, 2-13=0/1058, 3-13=-299/0, 4-13=-513/59, 7-9=-1743/0, 7-10=0/995, 5-1 0=-713/50, 5-11 =-96/257 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard perhg-Hrrc MmKUr ferkatk'kr iU i(Tt4:S3;'SE:Ia?e[[EiAiiUtS6L'6PInc[S i4RTCY{WTJ'}StC65ifGan;[r be. icifrkiq[g 9nsof twl attad's insshsryr anrq IOCiWRt lEnor L(n'!rW,rr Iden;rSwttdre rv. mins dletilse PsiNrtte ICO, nit dihi sn«mr dens ssgws: lta nt'd1h!<rd1 As[lrrs Nsne Eq-sa {i e. e dgf Et;iK+ q s>dnart rgre.ussosrsraaiedmrsh nni taba•iyreprdShm:x lrupdee sh s m tq:alnn:l nh.sanmf rga q. teMNs, hnq edi sdmsaur Anthony T. Tombo III, P.E. N. dh wrmrham r. r irdeto h on as a ;" ittwhkgg :gtt,hs d dnsn(,ntrr uitl 4s:wgtN mi%I n yg I htmgRu n n r va hgttn:i I p kl l neFannt s n ; Mimd a 80083n[daIlm;Us l/aa(ITrh.Rllxfi the191D1iCRIce1Pe1[ieln rdikki'!.q(gnnlSbihkhrRd rlS flf•ttt!(ir'nSGAettde IY; d;la.*.1%IePficeidtregnuol-utdht.dNli.ihu7trrvuhup:t;nn i1x 4cuhhm,nhis ednxh nfaNNr.xa[c rid Uv.Cstlydl r UshnhN. in(,sdiaF[hrais[rMH!U ms; 4451 St. Lucie Blvd. w r[ r t an.uirrss.rnm E.gkadn!nliq. N;eihii•N max; ae rs idinlh:r4L oppighfD2QI6A I Rae hisses- AsihollyL lomho ill, P.E. Repreduniaa of this document, ilinly form. is probliled without the wsine. permission from A Raaf hisses Aatdooy 1. lamb, M.H. Fort Pierce, fL 34946 Job Truss Truss Type Oty Ply HOMES / SANTA ROSA A0071160 XR5SRCLM FL13 FLOOR 2 RYAN 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:11 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-KODxsBOjksnsbNwmwAyC2jpo8vf5KP Wz89OchHzTpgE 0 017 116 Dead Load Defl. = 1/8 in 1.5x4 II 1.5x4 = U6 = 1.5x4 11 3x4 = 1.5x4 11 4x4 = 1.5x4 11 6x6 = 1 2 3 4 5 6 7 8 9 s e' 14 13 12 11 10 3x4 = 3x8 = 1.5x4 11 3x4 = 4x6 = LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) 0.29 13-14 643 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) 0.41 13-14 446 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-SH Weight: 78 lb FT = 20%F, 11 %E LUMBER - TOP CHORD 2x4 SP M 30(flat)'Except' 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 15 = 847/0-6-14 (min. 0-1-8) 9 = 847/0-3-8 (min. 0-1-8) Max Grav 15 = 847(LC 1) 9 = 847(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2479/0, 3-4=-2479/0, 4-5=-2587/0, 5-6=-2587/0, 6-7=-890/0, 7-8=-890/0, 8-9=-892/0 BOT CHORD 14-15=0/1530, 13-14=0/2587, 12-13=0/2587, 11-12=0/2069 WEBS 2-15=-1692/0, 2-14=0/1049, 3-14=-335/0, 4-14=-484/140, 9-11 =0/1 182, 6-11=-1303/0, 6-12=0/859, 5-12=-433/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) 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. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) CAUTION, Do not erect truss backwards. 5) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard erFNg-flntiMmlIra...n7lEa.-j cT u,RIEWIEEnAINDITI, 'as*cu garr;u{raatEecE[{rNerNnr eA,ew l r+wti,rr:o-r„a,Ig.N.;gp;ameu..1.r{rls•r.E.{Nti;r .N"[.u.u,:, .,:ra<!an<rro.,q . iac{. nub wIN tI.tklauuk'44.h.I", ka,ont ;sT lqoWmror h e tnrAnthony T.Tombo1I1,P.E. 4 .,t d m 74,, to, mrWirii n r smlgNanOne,daa"sn wini qe. ot kll!'mpa ro,n$x h,tAtnl•Lfielx Ilzlulb ligW irtll Tk." •1V5,iab¢lm,&td V fieT, ,,.ndsd'gYnloq, st.p, Wh '11,iN'1 th 1111111MA,d = 80083 fie SrlGgasipxai[ wawlNlam,,:MUIkiDCM pkiN lplmesNtkkdt.q(cprlSNchNNxelew{IlSardti-kll,tpafStUre N llxp,sNpi/e>;ernle r:,ur•,q..,,onmr,n+i<•EN,NIe.tn,.o.,:N;,„k:p:y u,Nrulrr„u n,INN,dH. 4451St. Lucie Blvd. MNwae mhwlNrErmoa grNdgnav C[thdie•nef pnhd lu Err., Drsa [gmNist rtk{a:Ilagbe,tue.wLr„4:k&[q®3x krq ir.Ilpg-ia:gakN wa:, me tz l5miwmt' Fort Pierce, FL 34946 oppightD2QI4 A -I gcol6mts^s AnthonyLianho il; P.E. &oprodumiandthisdocumnat, inany form, it prohilitzd wdhounhe written permissia.Gom A -I loaf Gossn Anthony L Tombo ifl: P,L Job Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA XR5SRCLM FL15G Floor 1 1 A0071161 Job Reference (optional) 0 22 0 21 nun: o.uzu s Aug s1 ZU1b rnnt: b.WU s Aug 31 ZU16 Mi I ek Industnes, Inc. Wed Apr 05 09:43:11 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-KODxsBOjksnsbNwmwAyC2jpjKvdnKJRz890ch HzTpgE 3x4 = MSH422 Dead Load Deft. = 1/4 in 1.5x4 II I= 3x6 = 6x10 = 3x6 11 4x6 II 3x8 MT20HS FP-- 6x10 = 4x8 = 3x6 II Aare Uttsets (X,Y)— 1:Edge U-U-12J [5:0-1-8 Edge] 111:Edge 0-1-81 16:0-3-0 Edge] [21 0-1-8 0-0-12] [23:0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) 0.38 14-16 603 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) 0.61 14-16 381 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.09 11 n/a n/a BCDL 5.0 Code FBC2014rrPI2007 Matrix-SH Weight: 117 lb FT = 20%F, 11%E LUMBER - TOP CHORD 2x4 SP M 30(flat) `Except* 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 1605/0-3-8 (min. 0-1-8) 20 = 1201/0-7-4 (min. 0-1-8) Max Grav 11 = 1605(LC 1) 20 = 1201(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4037/0, 3-4=-4037/0, 4-5=-4037/0, 5-6=-5460/0, 6-7=-5460/0, 7-8=-4661/0, 8-9=-4661 /0 BOT CHORD 19-20=0/2288, 18-19=0/2272, 17-18=0/5460, 16-17=0/5460, 15-16=0/5679, 14-15=0/5679, 13-14=0/5679, 12-13=0/3085, 11-12=0/3107 WEBS 9-11=-3440/0, 2-20=-2529/0, 9-13=0/1998, 2-18=0/1916, 8-13=-853/0, 7-13=-1110/0, 5-18=-1737/0,7-16=-729/170, 5-17=0/462, 7-14=0/295 NOTES- (8) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 5) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 15-9-4 from the left end to connect truss(es) FL09G (1 ply 2x4 SP) to back face of top chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 11-20=-10, 1-10=-100 Concentrated Loads (lb) Vert: 8=-693(B) Remy -flee tlmakir«w'ne'4110:"ilE:3 5':i;i^y iEB:IAtI WS itJBPIn3B5 rosT As! Tr}![CV:3[pBY;Fr Ms. Indtiury p'mnntrd ral ads a!tisL•at getigBdtYsgPttl; aldt lrnar I.ItRk C-t..IhndSintieke K. kkudlRsiR sRINntle IBn,alt 141uumomn lid-BeNV: s Mitt hgkkrdi ASB trds Oesz Egad iadry EEl ,tle ttrla Bg ; sM ttls n;ryhattltit ntasmdaso iq Nr:lath ut It isg: d&sit0 r - i"bandelhg li t I" I. rxnsipaaRMxo-, keel Ili :dtil:m ai. 1 to at Lft, tlt ryas rim dFB 0— r.G_'t Mb- igefnh Ialieq O.s:;An,nfs wklAi K4, It 71a1 i,x•:Icg tN mrri ne Bry; lyd mane a, f.d rn r. kmnq k+doy I p - ItkBnei na: kBx :p niota Anthony T. Tornbo III, P.E. kSitingo.irztdattd-Rin Ali W-ilBdkd.toc NrBflrnt.tigeektstidtlid.ltrw is An An r 3Isgrili.EeirtowSta8,.ga lei .t.InIuhndt«,atz:rnnrdmte orl t,.,o.s! .F: L!it. 80083 rdexln i td... F igtar nt i.«ssVmb.WR, nkss tti,, NnrEw,m Ri <, 4451 St. Lucie Blvd. Witau.4xgh Ri p,IRsbnitN 147t,, kskr Gg tt is h'IdB {aiUiyksipR_ irrs,. dtR Egad dnrallkg. 311:yndiN'xa, ne nidne7+. TI1. epyrighF' y 10I{ h-I RBBl imssns Anthony i. lombo ill; P.E. ReOtodudioo of this dommem, in Boy form, is pioll-Radwithout it Rrideo permission hna A -I Roof busses Arthay 1. l ombo ill: P.L Fort Pierce, FL 34946 Job Truss Truss Type Qb. PIY RY IN HOMES / SANTA ROSA A0071162 XR5SRCLM FL16 Floor 2 1 Job Reference (optional) H I nuvl musses, run riel Oe, — o u, ucmyul,a n! uaa.w. 3x8 = 01 2 3 t e _ 16 3x6 = 3x10 = Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:12 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNjoCnJ4XOMV9vjDXUzUtTRbwLy3Jze3pN6NpIADjzTpgD LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP M 30(flat) 'Except* 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) 'Except* 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 1054/0-3-8 (min. 0-1-8) 17 = 1060/0-7-4 (min. 0-1-8) Max Grav 11 = 1054(LC 1) 17 = 1060(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3335/0, 3-4=-3335/0, 4-5=-4159/0, 5-6=-4159/0, 6-7=-3380/0, 7-8=-3380/0, 8-9=-3380/0 BOT CHORD 16-17=0/1980, 15-16=0/4159, 14-15=0/4159, 13-14=0/4072, 12-13=0/2023, 11-12=0/2023 WEBS 9-11=-2221/0, 2-17=-2189/0, 9-13=0/1500, 2-16=0/1498, 3-16=-291/43, 6-,13=-765/0, 4-16=-1154/0, 6-14=-228/548, 5-14=-282/71 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. Dead Load Defl. = 3/16 in 3x4 = 3x4 = 3x6 FP= 3x8 = 4 5 6 7 8 9 10 3x3 = 3x10 = 3x6 FP= 3x6 = 0-121 20:0-1-8 0-0-12] CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.72 Vert(LL) 0.4113-14 563 360 MT20 244/190 BC 0.91 Vert(TL) 0.6213-14 374 240 WB 0.71 Horz(TL) 0.09 11 n/a n/a Matrix-SH Weight: 96 lb FT = 20%F, 11 %E 5) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard a.M.,.rl—"I,ri>rt.a AImetrrescs;uIIU-, 0311leuscmD111ces:nlnut-uT.rl:,War. rmu[rrI-Indt upf .m id WI&,.N,I.-16PM,.yrna;.an em rLl 1im:F1fem. ,s.II•rd.,I - MIS,e;c«.n.,nnt istoo. It lklAsaft,cd. skll.,etiwUS4kedd AS, III,, Posh klixu_ spuds fryer; a dIn 'Ill r,Knm,n gtIuednot Pid's.dral,r:Vp¢set ,atic-hFINIsI. InWt,.I. In 1. tx. yp xamg..b.c stivnia, Anthony T. Tombo[II, P.E. trs.dsk us, f. ws kiNaeuR.,esrusulhdB.Owm,MeC..,Mkwc.gec.HW/vr 0e zer aYe uNddnt 9'R IIX I'sMlia'.Iftgc.h.l l:i lkn ddhe lUaet., fi,N .'ftef.s; edshgkulny,tre¢,usld:dm.t t.mrk kl¢rz,r.siMd!d :180083 n.udr.re Ip..11u¢.d AUM.:r.aalkfo mdxr.e..,ml,.e,la.dlkr u..p[r Isd<n>d. eauSnMk..se r .eiza.,!.o- tl.rdpdexr Infer.:,m esr•1,aa„drkfn:,o-s:.,'.,,k,r:..i..rlr,su f.:I...d., 445, St. Lucie Blvd. tdt!W13.fmdNii. 4m ¢.e r.14W .. 11,01 Foes MOW t. Inns Istm fya., 1, UT if, eiuiq d,sigi. tr":,.me.kllm,: aIn! k;wq. 41"I'W'ddeft.1 L Fort Pierce, FL 34946 copyright J 2016 A I Roaf6ussis- Anthony f. famhe III, P.E. RePodudiae of this document,inony is,., is plohibiledwilbei the written permissian from 4 1 Raof fiusses- Anthony f. Touch Ill; FJ, Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA XR5SRCLM FL17 Floor 2 1 A0071163 Reference (optional) 1.5x4 II 1.5x4 = 3x8 = 0 1 2 ogglg 18 Job Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:12 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-oCnJ4XOMV9vjDXUzUtTRbwLzuJ_a3gd6NplADjzTpq D 3x4 = 1.5x4 11 3x4 = 1.5x4 11 3x6 FP= 3 4 5 6 7 Dead Load Dell. = 3/16 in 1.5x4 II 3x8 = 3x3 11 8 9 10 16 15 14 13 300 = 302 MT20HS FP-- 3x3 = 1.5x4 II LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014(TPI2007 LUMBER - TOP CHORD 2x4 SP M 30(flat)'Except' 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11 = 1045/Mechanical 17 = 1045/0-7-4 (min. 0-1-8) Max Grav 11 = 1045(LC 1) 17 = 1045(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3275/0, 3-4=-3275/0, 4-5=-4049/0, 5-6=-4049/0, 6-7=-3314/0, 7-8=-3314/0, 8-9=-3314/0 BOT CHORD 16-17=0/1949, 15-16=0/4049, 14-15=0/4049, 13-14=0/4049, 12-13=0/3979, 11-12=0/1992 WEBS 9-11=-2193/0, 2-17=-2154/0, 9-12=0/1461, 2-16=0/1467, 3-16=-291/30, 6-12=-736/0, 4-16=-1086/0, 6-13=-241/510, 5-13=-256/83 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (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. 12 300 = 11 3x6 0-121 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.66 Vert(LL) 0.3612-13 636 360 MT20 244/190 BC 0.85 Vert(TL) 0.5512-13 413 240 MT20HS 187/143 WB 0.70 Horz(TL) 0.08 11 n/a n/a Matrix-SH Weight: 96 lb FT = 20%F, 11 %E 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard dan;p P41'&a s;aekaa Tu ttkSiii"Sftiir'6.REit:':Ctl1tSPEd"3p5.11LiN?'t7rEi'i9:5k3.:A61t>%t'hm:n hNsatn'efea nee skux s'u.; Fe:yt.ar e1';tai t.a7l.Icis il:.tE.leinsaaftM Wert ae tkav casr«ue sgidnAa'r&,a YAdii#A'1Y 0', flq kt q ha r.]GttrxnEd.}r1 ,h;09it'n ,,Spviht;6jia! at zii N Rr IM,wiw omaIS! xr w an;i-it1. at oapt d Ix iqliI ;lemttm at TSb hMir IN 1. ix mip mi,ajw I4jst'iNd 519'.bF:le' t rtp« tdxa 1.9wcekN t iaa •.+,a. n Anthony. Tcmbo 111, P.E. erf« eatannt«syp syx,aa r d a a m a E d nza :t NE Ex awta y q,zna,wmrr mp esker u« a zt Y t 80083 tau, tetra .t,n::dwnar mrn e, at4 aeae hw> rs am Ertahaat SKI.,m, ate„ .m.:rntr nt e,eatsat:rut. frrt r.Ine,e _ ier i: r tsvetarrie as a7Na RKa nq t±aF aA irahrf. 'tt lressr Eetiae <, h. at the 4451 St.'WOe Blvd. r a1.t;tpKpElsstdu iaraaaltatap,l'upnc t canrtfartattLE apprigbt; iDihq- 1 Roof L•tsses-Anlhacy Ltomba lL', P,E. hprodaaua at this donmem, is any E.m sprahiberd-.nhaulthe vidnn pnraissiae EiomA-I bai Im'.-AmhanyLlarbatiLP.E Fort Pierce, FL 34946 Job Truss Truss Type Ply RYAN HOMES/ SANTA ROSAXR5SRCLMA0071164 FL19 Floor Fy 1 Job Reference (optional) Al hoot t trusses, Ton Tierce, rL aaaao, oesignraa irruss.com Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:13 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-GPKiHt1_GT1 arh391 b?g78u5NjK_oHJ FcSVjlAzTpgC Dead Load Defl. = 3/16 in 3x3 11 3x6 = 1.5x4 11 3x4 = 1.5z4 11 3x4 = 3x6 FP= 1.5x4 11 3x6 = 3x3 11 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 3x6 3x8 = 3x12 MT20HS FP-- 3x3 = 3x8 = 3x6 = 1.5x4 II Plate Offsets (X Y)— [2:0-2-8 Edge] [4:0-1-8 Edge] [9:0-2-8 Edge] [12:0-3-0 Edge] (16:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.31 12-13 >716 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.49 12-13 >451 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-SH Weight: 96 lb FT = 20%F, 11%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) LOAD CASE(S) WEBS 2x4 SP No.3(flat) Standard BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17 = 1023/Mechanical 11 = 1023/Mechanical Max Grav 17 = 1023(LC 1) 11 = 1023(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3208/0, 3-4=-3208/0, 4-5=-3891/0, 5-6=-3891 /0, 6-7=-3217/0, 7-8=-3217/0, 8-9=-3217/0 BOT CHORD 16-17=0/1941, 15-16=0/3891, 14-15=0/3891, 13-14=0/3891, 12-13=0/3838, 11-12=0/1943 WEBS 9-11=-2139/0, 2-17=-2137/0, 9-12=0/1408, 2-16=0/1401, 3-16=-285/6, 6-12=-687/0, 4-16=-967/0, 6-13=-243/448 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS Sr CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. ria^.:r3 flerse;hrrp nrkx lir'4'C'r11pSK>,"SiUTkNkflt€ t8 1CQY;7tS;[SICM idrO'14aM9A:y`FMFKI'Ms.inerlecsa tmsttnoei m4rrk: relzs?nss isi;r.b{d[t:r ni'.caia lkfE h!cam SirNkha isx Caro swsu slFtiadx lG,rch 154t ,*pitrslitWtsi,.W. Ca m'.sRae.kecnlgmn, x tu nrnmsRx:rpa:ranexdr,,:r:ri+q;,nM.ups,:ins«rees grdnr; rtnrrae[snererd•.xmi:wa4r :: ;,e ssdr m -'. Anthony T.Tombotii,RE. se rs unk rnuW m3aiGx n Ar cps.;aFWr n. ra ccwsr yraaar ea:ny;res,a, i<i* r a,e nex a mi ad sy:ru>.a r+i. rxgt80083 i.xn; Celpr sires t;l rnrs sdrgnM FS ear;r +e:s r #an@frtafgrrszur SdM:rameeitN`si. iK ra i!»r ne nhrrx Mpanl gilan. m:driarstr nq m9u r ut ixusEnei ss hsrpa: [nn PsEcrsww[n:s xwAxans.nleu s unnkhaei a,t.atrl rrl afsinnaq is di rYies ird!rf. ;frl rss 3r h3 a.ipa. #e treAr :e;g arzss:nnnr e;nsmeu.A;: ¢{drzef?:r,: nr t; lt`,ninilLi. Fort Pierce, tL Sr. €:1FL 6IYd. nF a p nF r .e{ia l fort.34946 LopyrighlZ7Uib A- 1 paol Lasses- Anlhay€hmht III, F.I. Repicdww ci this doameat, iaony l n; ispahiMd.'ahanuha wsSt en pzimizsiae from A-1 peai Basses-Amhnnyl.lomhnlll: P.E. Job Truss Truss Type aty Ply HOMES / SANTA ROSA XR5SRCLM FL20 FLOOR 6 1 RYAN A0071165 Job Reference (optional) Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:13 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-GPKiHt1_GT1 arh391 b?g78u4njLloJLFcSVjlAzTpgC Dead Load Deft. = 1/8 in 3x3 11 3x6 = 1.5x4 11 3x4 = 1.5x4 11 3x4 = 1.5x4 11 5x6 = 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x6 = 3x6 = 1.5x4 II 3x4 = 4x6 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15 = 816/Mechanical 9 = 816/0-2-12 (min. 0-1-8) Max Grav 15 = 816(LC 1) 9 = 816(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2358/0, 3-4=-2358/0, 4-5=-2410/0, 5-6=-2410/0, 6-7=-855/0, 7-8=-855/0, 8-9=-857/0 BOT CHORD 14-15=0/1496, 13-14=0/2410, 12-13=0/2410, 11-12=0/1975 WEBS 2-15=-1647/0, 2-14=0/954, 3-14=-315/0, 4-14=-396/187, 9-11=0/1135, 6-11=-1238/0, 6-12=V729, 5-12=-335/0 NOTES- (7) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards, gel CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.91 Vert(LL) 0.2213-14 798 360 MT20 244/190 BC 0.73 Vert(TL) 0.33 13-14 543 240 WB 0.54 Horz(TL) 0.02 9 n/a n/a Matrix-S Weight: 77 lb FT = 20%F, 11 %E 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 4—;. flrns N.0t;-t4eA tr ttNvi )'SUES' UM MR i bh l.€IS 4:ICM Mr4MICz969:Kl,hm, Nh kv. aa I'd raksIII l%t na III* -nriV,', W1.4;A¢r.(:rno P(:ii. 411, cr first Eden se Wz Ii..:te cdetwIt, 'rt, nlq N s6 aeusW psCes kkas:i to ke lGlnat eR4. si rqs Fuea a,.yecslry iepuu 9s.tcparyl6h nrssxg.uxupns PoS SAr dtgiee r. psav iUt Fa 6ea,ipd&,utlsic. arld re ler lJbat, plftl :srk qsn Etna<„Isa4.r het 14 if- seuru trn In n. L*It.y- xn,tee,4iors w_a.rxusxsa >i y'4 4e rxral ie. pn,4arr n dru, ar oaeadu: e4hrsesa'n-I. rsyrmadu t 0w tree rt .m,xi iza t" . 4emw„tt AnthonyT. Fnmbo 1.1, P.E. t e ra zt , 80083 fir Woo; inw. M iamnr :7xvs sdW 4flr1'6 6s lsxc;es as Ess#- s#Ar ItryG ids aatit6F{ciUwdE eu ikroermamy de panel piton. ttb'lraes Ar sc;txcanss ni ttttsEti r. ubEsi sr, tors 6s vtelsxr nss wAs,tnr, ralss 4451 St. Woe Blvd. a3u*iceh.Nbge6a:MaseHqn.4 ne4(tt tAprxn hrl. 3e t•. 00p@lstyi! # W4 esrors,a 1. sseusy[sra mtetry,k a{Ar d'rr, sn r. tse`<rJa1rE-I copyright C 2016 A -I Rod lfgm-Amhaort.lombn 01, P.t. iepmdua.on IIIthis doorits oey ftsnat prah:bited. thov the wduen pmm¢u-ae'rom A-) loot 1-..s-Anthesy 1. Tomb, 11L P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply HOMES / SANTA ROSA A0071166 XRSSRCLM FL21GE Floor Supported Gable 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Zun: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:14 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-kbu4UC2cl n9RSreLblWvgLQS06s8XtWPg6EGIczTpgB 3x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 J O a W), 25 1422212019181716152423 30 3x3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl L/d VLAI CJ "Klr TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 14 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 68 lb FT = 20%F, 11 %E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 14-10-6. lb) - Max Grav All reactions 250 lb or less at joint(s) 25, 14, 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- (6) 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT' form. LOAD CASE(S) Standard a x it i,e-;Y :aka 9 P Jr RCi S i ["Afflillor YC6MNs .l # €7*EP: to%$-i%glYl him ttt,0,1e pa.eksmeaee s aR ss[ a3 rSl rl[$ceA h hbit,f cram,' F1 10 i. ¢ ;teha st 0.ss W." im ate Tro, .1— ihia Y P?b`p SbS .qt t5 lm e t hNt e9. it : C ,(tQfllp,jR! t11PLFAli(<L,fAhfa;. aaw P.= .f$ R@It S.¢bl lRptceE p.e`ai'Sif+'(N( i,Fp80 lX ,i 131K te{i9tl3E i't t3ga tYl4 lrli PWS i 6.. 3{ M`i[ 111'ih Anthony T. Torbo t.., P.E. Ulaali e. Sei»s a e a u a axdate aa be l ,«mLY ram» x u Ada :eg:: a r!€ t vra wwt 4a :e+ku adi gia9 r g ;i r a gs k x ux 9:7e 60083 gs:fl )`i kFM INiRilIX9 SI Y. S:fnt tscl Ba6t r(Y2t Pidi{Iti i4f Gi mm[a q#i '3,MR f rsilEsa d pl iG6 Fle xliiq P gdEa !£'Rt5 t41afpG4la'a,Nd'11k5£i'{.aS5+F5 bF,lf.+.i4"aA l4gW.ttF.(-iF SM,WAdfi 1,Ab# 4,451gild. a3, nsLe Wint i;a ux"as geld ep ...Isp h el lsipFs}_. WD: Ir Wfiq s q+.,a t:ass.psF.r.*o ai el wiiii;. Aa Mkadl an ss kMie W4, Fort Pere, FL 34946 Copgrigql f) 781b A l Reaf tlasses-Artiharyt. tamba lh, CE ispradaa as d ihis dawirw,ia aay i.:a: is p<ah bind ra0aa31be .deer p imissitaleosr A-1 fad l,essts-Amhtayl. tea§a ilt,P.E Job Truss Truss Type Qty Ply HOMES / SANTA ROSA XR5SRCLM FL24 Floor 1 1 RYAN A0071167 Job Reference (optional) arre, 0 0 V, unaiyiiL a iuusacum mun: t5.020 s Aug 31 20% Print: t3.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:14 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_Ndzeg Nj-kbu4UC2c1 n9RSreLbl WvgLQKj6grXlsPg6EG IczTpgB Dead Load Dell. = 1/8 in 3x3 11 3x6 = 1.5x4 11 3x3 = 1.5x4 11 3x6 = 3x3 11 1 2 3 4 5 6 7 3 12 11 10 y4x4 = 3x6 3x6 = 1.5x4 II 3x6 = riate unsels Ix rI— Iy:u-l-ts togel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIPTCLL40.0 Plate Grip DOL 1.00 TIC 0.58 Vert(LL) -0.28 10-11 >653 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(TL) -0.38 10-11 >478 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 76 lb FT = 20%F, 11%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 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 827/Mechanical 8 = 827/0-3-8 (min. 0-1-8) Max Grav 12 = 827(LC 1) 8 = 827(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2389/0, 3-4=-2389/0, 4-5=-2473/0, 5-6=-2473/0 BOT CHORD 11-12=0/1520, 10-11=0/2473, 9-10=0/2473, 8-9=0/1521 WEBS 6-8=-1674/0, 2-12=-1673/0, 6-9=0/1100, 2-11=0/961, 5-9=-342/0, 3-11=-308/0, 4-11=-468/170 NOTES- (4) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS $ CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Aaa x Rr !'keap.,ts rr ik p tJ irNd Ffii r`.,nrtz€'-,4`34ikrk"55.SvA i9 [L 6kie.664itt ium. t4i:isl4s Tr rrax:•, sas 4M4 sk'RtY .4 ss Ca¢! 2mrnq 1Q,, eei't4bfe Llk+t1{C R: klr m `rkd kthu l4 Uri4v a§uFut!xn wYe ' ads 6 ilRP r!$4 k.. tt S' h Prtf hN 1 ar 4't r{l.pitlC G t. {Ip,pjiR 4d t3, fi }aSrtft tX 4E i-L {1 T;f: hf Ffk xtl+maaxH ¢ GpCM.N't hrfxk pa•4F -r t f.p ft{i E FlE nl ,. S41rI I. Y4k e g} /{gR,.1a.x^LS4t' S S h 6 i!' )' thou 4 awr hraartxuhp xdinn^:nnrfgfcat erthh4 mvNa.knakd ev;:ksad itruax4a hie r Kh xhgsgiynhmms sgs kp mirz YT 8E3 Tombo Ls, P.E. faFGkier ,qr sitaliru Bax sdx5ndei0 f4 taf<rnxs aRE wra ifsck4' spy"+y kaxmaUsr pdGxfsdar mSGA arl i4biero pans .n#.a.iQ.4a,pevii A_,wi lstfksns has gmar,<, w,gFsg aa iusua4zd x,sss 44St St, Lode Blvd. 4-x eca xtlutirs.eerzm l _. 4s6ya, at rsm r.U.af,tft=sstsxp kgwa is N.h4 k&INl,p.,x r.sspueoF",das . x' w:s.4. enuh.«l Ir€.i FortPeree,ft 3494eztt0(figl: 1AIdA-1 tflel tf§iu$-Aaher.VIAMS0111J.1C.p1Edtl4r Oli 41165tieC4EACFA. iGOtlj`i.1II IS(1f01E bIiS a9[Ifle,lbEklitlP9 pE[NIISk.f E40dAItA 1 t[iiStS Anthuyl.t4ff,4111. I"_L Job Truss Truss Type at, Ply RYAN HOMES / SANTA ROSA A0071168 XR5SRCLM G03G FLAT GIRDER 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:15 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-CnSSiY3Eo4l l4?DY9018DZzXf W 1 TG6oY3m_gg2zTpgA x8 _ Zx4 1.3x4 II 4x4 Dead Load Deft. = 114 in 46 = 3 5 5614 a, Li i 12 ZJ 24 25 26 IU 2 ca 3x6 II 4x6 4x4 = 3x8 = 4x6 = 3x4 II LOADING SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.15 9 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vert(TL) 0.38 9-11 649 240 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.04 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Wind(LL) 0.19 9 999 360 Weight: 110 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2x6 SP No.2 OTHERS 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12 = 1252/0-7-4 (min. 0-1-8) 14 = 1270/0-3-12 (min. 0-1-8) Max Uplift 12 = 447(LC 4) 14 = 497(LC 4) Max Grav 12 = 1252(LC 1) 14 = 1270(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1174/472, 1-15=-2329/899, 15-16=-2329/899,2-16=-2329/899, 2-17=-3073/1186, 17-18=-3073/1186, 18-19=-3073/1186, 3-19=-3073/1186, 3-4=-3073/1186, 4-20=-3073/1186, 5-20=-3073/1186, 5-21 =-2467/957, 21-22=-2467/957, 6-22=-2467/957 BOT CHORD 11-25=-899/2329, 25-26=-899/2329, 10-26=-899/2329,10-27=-899/2329, 9-27=-899/2329, 9-28=-957/2467, 28-29=-957/2467., 8-29=-957/2467, 8-30=-146/367, 30-31=-146/367, 31-32=-146/367, 7-32=-146/367 WEBS 1-11=-940/2436, 2-11=-773/449, 2-9=-312/809, 3-9=-419/294, WEBS 1 - 11 =-940/2436, 2-11=-773/449, 2-9=-312/809, 3-9=-419/294, 6-8=-881/2282, 5-8=-706/417, 5-9=-250/659 NOTES- (9) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 lb uplift at joint 12 and 497 lb uplift at joint 14. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 75 lb up at 1-10-12, 67 lb down and 75 lb up at 3-10-12, 67 lb down and 75 lb up at 5-10-12, 67 lb down and 75 lb up at 7-8-12, 67 lb down and 75 lb up at 9-8-12, 67 lb down and 75 lb up at 11-8-12, 67 lb down and 75 lb up at 13-8-12, and 67 lb down and 75 lb up at 15-8-12, and 67 lb down and 75 lb up at 17-8-12 on top chord, and 36 lb down and 0 lb up at 1-10-12, 36 lb down and 0 Its up at 3-10-12, 36 lb down and 0 lb up at 5-10-12, 36 lb down and 0 lb up at 7-8-12, 36 lb down and 0 lb up at 9-8-12, 36 lb down and 0 lb up at 11-8-12, 36 lb down and 0 lb up at 13-8-12, 36 lb down and 0 lb up at 15-8-12, and 36 lb down and 0 lb up at 17-8-12, and 166 lb down and 86 Ib up at 19-4-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S). Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-60, 7-12=-20 Concentrated Loads (lb) Vert: 1 =-42 4=-53(B) 15=-53(B) 16=-53(B) 17=-53(B)18=-53(B) 19=-53(B)20=-53(6) 21=-53(B)22=-53(B) 23=-26(B) 24=-26(B) 25=-26(B)26=-26(B) 27=-26(B) 28=-26(B) 29=-26(B) 30=-26(B) 31 =-26(B) 32=-1 66(B) tlaniq FlsvNna<ykl. reru,fre'dltg"`.ICSS Si_3`, 5ER3e€I:IkSfi.JAalI.A,:Cf.agitn`r)StNCOdi€asut#7'h:o.h4toup.ar•hrsai•<dx.er,adi, hers Ce, 9a artriy 7P. aad ae ea18n71. task K;F: lede err iw.a`Geh elae3u*-td.a&e Tell'.6 gtaramrn„p,n„tall k„szuaa;CC%k rd•e e, I"Is omm F,9 e, spodyl_r,tie:nsd'a,;rµe:<n,mw;rrrcereemFk..xce;eaceer•yr::;m:s:gta; xr lenyadmr,title*a::e,yra ant-Iaoedr.tur, If[ I. Tx a:lpa,e,alrn, MI dgs,:,dsk:dr Anthony T. Tombo III, P.E. a F 6 ill dire e Ir*,. „n a4e, r, I.tequ vI ma<r mr do tt n<to w1a,l I tq,d ceet t tk Fr .Ia`le roe a ee[ t>ki a:e gkeaa,. I ri a. r m/, -,rce1 Pr -I lard - 80083 u,srucepur t[,a.,l ell d r d,lcetn nr rrrtirr dl,dr ,dn,kIcapfi,lsul,ltldce wa,ttsGrttsaekt a,tt .d ,erwl, syaie tnle,nr•,ya,s rrceraaans,rdls.v:„le::v ...rs@e;pagr,rruetnr.v.del <r_ad,s, 4451 St. Lucie Blvd. me,... cera alya;awce ea F,awnnsrye:l rvhies u:ds.d.ikt.,roe,4e[cyaai t_rnrfiNrcl oes ae alra.,.rnec E,„ a`c,q n:lusp. al.otad a T., n. a, Main .*.III, Fort Pierce, FL 34946 Caprright A11&4-I Reofimsses-4cihoar Llamho llh P.F. R,,raduciiae al this document, in any farm, is prohihitedwBhaat'ka written ptrmissiaafrera4l Raafteasses- 4athaoyi.Iamhdll: P.E. Job Truss Truss Type Qty PlyTRYAN HOMES / SANTA ROSAXR5SRCLMH03Common2A0071169 rence (optional) Run: muzu s Aug si Zu1b ennt: 6.uzu s Aug 31 zuiti not I ek Industries, Inc. Wed Apr 05 09:43:16 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_Ndzeg Nj-g_Ogvu3sZOQ9i9okjjYN I mW hGwOZ?mji IQj N MVzTpg9 3x4 = 4 5.00 12 1.5x4 II 3 2 Fnl Li e• 6' 9ri• e. 1.5x4 II 3x4 = 8 1.5x4 II 1.5x4 II 5 3x4 = 7 Plate Offsets (X,Y)— 3:0-0-0 0-0-0] [4:0-2-0 Edge] [6:0-0-0 0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.13 8-9 613 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) 0.10 8-9 784 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 32 lb FT = 20% 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. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 299/0-8-0 (min. 0-1-8) 8 = 514/0-3-8 (min. 0-1-8) Max Horz 2 = 40(LC 12) Max Uplift 2 = 209(LC 8) 8 = 217(LC 8) Max Grav 2 = 304(LC 23) 8 = 514(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-176/319, 3-4=-157/273, 4-5=-195/351 WEBS 5-8=-300/392 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 lb uplift at joint 2 and 217 lb uplift at joint 8. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %i' gypsum sheetrock be applied directly to the bottom chord. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Zt8ta- Flsi=bmyFlr etnex M'A-I10 14;[S,i.-3 iEC3Ai IEtN56 J1G'Il mi'JS':DM{Git';(CC;A(BSk;frkn. txitrk i¢Ke?'Msad•n/xx,n?dshes: CnPDm%Mg;tR:; ad Me trOar}. Erik LF.'lot :'ea.a9W.Wertz_Ddret a5asto sitel at Ilt RILMr 11dza[saxhr rlek adlk stb'l QCt! dd.A irsdK- 6}n p Mktix tl M I'm Orr ut rpCuedn }u uultyza } y+r 6"h k ix(ti}ad r.-der Ipkd IeiDG Iwe EflI r. kgz {via 4i¢ry iGi .uit i:m Anthony T. Torribo III, P.E. ret vdn A. Nth! tlt p -Im dditG C s lytul M ial/.yD ,abs d rd" Q t! IM I(tM l' H p e! aK 1p k. Tk 4/ Ifti iD0 fl.d vtl i G..a}kcloy I } W qn- k - k&t { iNlittd w. BTU&Z83.Illiapb 'gsr s(d!ck Aural is drcq 1G N7x rytt9 el}.e,W It'kl3 t apc. Ikklr idf hw l(Sp}ll,Ate 1p f" e>&A d ek.} d}iW 1%I efi es k<rtgnsSlrietsdkfitsdM la,.O xP.v. .mssR ip:ogxtaeait. tlwh kn edecs - 4451 St. Lucie Blvd. atle xis. tefazlka.acnMtgoa )aastirYm lr l} tizs ml:t! Iut „;e. Eegixais R.Ith {, Illy kelp[_ i sl n: k{q. ,pri6a}. Sli:yad 9 x:. nt as defier/2911- CofyrighT V 2616 A I Rawl Trusses Artpany T. T mha 86 P.E Rearodudia alibis doom mil. in any farm, is pohihiled sr ghoul "he rriiten permsssma frefa A l kad h ses -Anthony E. Tama. :l(: 1. Fort Pierce, FL 34946 Job Truss Truss Type city Ply HOMES / SANTA ROSA A0071170 XRSSRCLM H04G Hip Girder 1 RYAN 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, deslgn(oDaltruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:17 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-8AaC7E4UKiY?J INwGR3cl_2sRKmlkDErW4TxuxzTpg8 Dead Load Defl. = 1/16 in a 2x4 = 1.5x4 11 Plate Offsets (X Y)-- [2:0-0-2 Edge] [3:0-0-0 0-0-0] [7:0-0-2 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.09 11 >895 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.11 11-12 >728 240 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -MP Weight: 35 lb FT = 20% 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 35610-8-0 (min.0-1-8) 9 = 611/0-3-8 (min.0-1-8) Max Horz 2 = 30(LC 27) Max Uplift 2 = 289(LC 4) 9 = 472(LC 5) Max Grav 2 = 383(LC 19) 9 = 611(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-409/380, 3-4=-356/375, 4-19=-335/357, 5-19=-335/357, 5-6=-418/415, 6-7=-304/344 BOT CHORD 2-12=-335/344, 11-12=-335/344, 11-20=-335/335, 10-20=-335/335, 9-10=-323/323, 7-9=-323/323 WEBS 6-9=-444/335 NOTES- (9) 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 ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 289 lb uplift at joint 2 and 472 lb uplift at joint 9. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 132 lb up at 3-0-0, and 41 lb down and 52 lb up at 4-4-0, and 98 lb down and 132 lb up at 5-8-1 on top chord, and 106 lb down and 122 lb up at 3-0-0, and 22 lb down and 50 lb up at 4-4-0, and 102 lb down and 122 lb up at 5-7-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-8=-60, 13-16=-20 Concentrated Loads (lb) Vert: 4=-25(F) 5=-25(F) 11=-39(F) 10=-39(F) 19=-11(F) 20=-17(F) @mrng ilee ft—orymi. WA -'IL:, .5, L Ek31iI LkSfiIF Itw S. thI D I mPE ,Trot n I-0 h liffir ;> sztlu}Id¢;sdlB*.setkane pCtsI,t04 A cin,>Dsg:Eq.,51tse)(,pW.atA'iat'UvrgrLelsnt[ryC :dn.}nc.eoderyrea Igr..Dm.di:hk.dxfalpa sn141 ,d"'Nutl.lUPedf,'nI?[I T.fun a, Brit-,'.xa } 1tN .ale di AnthonyT. Tocnix, 111, P.E. oi dfin sbx. k,IQ n } b4ii,46,0,,te Gw.n AD ,i !.}e^.,,INEmli.ID r.,nn dfdn R n :Sf ltkL 1 liiq,"tf € Rx p n IUD 2.S field n 1. s;'ud.a,y.4c ieg. 1 } esll nm el - 1a 1 It[se }ac Wiryd 5 80083 nr Ltlm}D -,ter i(wk hr Allrst .dun 1D dtzry Ci r. Ig''.rnesdtxka.t+t(cpar. ISahlr >df I IISP}IE roll t' QSF.i ee,d l;3:b xpi}ar.lPtl eafirctne ns}nswlmes ul Miesdll-.,D-uus; sass k. S.:y!e[a cut d¢de;nrw. ades; 4451 St. Lucie Blvd. ena.+ n. r.,zanacanx er p.ow iansA,nl}.Um nrdsM.tm[r, Det:ee tarxu,;A_rne le:u aD eael}x t,.c,.r:ms. Ea>Rt .:ul. al,e}r..Q aa, ueaudie,Qx.tAI. Fort Pierce, FL 34946 fapyright 2ll64l ReofUusse,-drthonyi.T;mioill;P.E.Re.lodisinn-1 this document, in GeV form,!, prohibited withomtbe written litmissm from 4-1 RATrusses-,lothony T. Imes Ill. P.E. Job Truss Truss Type aty Ply RYAN HOMES / SANTA ROSA XR5SRCLM HJ3 Diagonal Hip Girder 2 1 A0071171 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:18 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_Ndzeg Nj-cM8bKa565?gsxSy6g8argBb6UkB FTh 1 ?IkCU RNzTpg7 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.03 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) 0.03 4-7 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 15 lb FT = 20%N LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 99/Mechanical 2 = 262/0-10-15 (min. 0-1-8) 4 = 50/Mechanical Max Horz 2 = 88(LC 4) Max Uplift 3 = 71(LC 4) 2 = 220(LC 4) 4 = 48(LC 5) Max Grav 3 = 99(LC 1) 2 = 262(LC 1) 4 = 73(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 3, 220 lb uplift at joint 2 and 48 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 74 lb down and 17 lb up at 1-4-9, and 74 lb down and 17 lb up at 1-4-9 on top chord, and 56 lb down and 2 lb up at 1-4-9, and 56 lb down and 2 lb up at 1-4-9 on bottom 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). 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=3(F=2, B=2) p ny fke N eDkl ".'re 3-I1G. fC"S S-3 FA3nl I;fgl J4D:G7 li Gu-tnrytgl;:p;ECnll frt r Btte Qp,4x fus ut'ShestCe D 'e"0;, edNeldaur l.t dt F:; P, few it_>•lelue ll 4 ^.x'II N ID It11Tin, `A`N Ml kestfilrn, Mule et k0miDeupEqn f pq Fcgia tl.. I ,aP'f; q Msueregfn:dn n leyh iy a,Rd3r w i ya Itlu n;ki hP e-0u N.IDG Ir se IH-L r u j tt Im-et iiti ta7 mofeclNia,. f.0 re - mart G—, Ne G. 's„ , ." g n u. iq t .pe.ialnrd Anthony T. Tombo III, F.E. P u awu D. N 4a aNtu N tt u I u' , :dWi-rk h me a e.a N r a kul , t Kf c:f k 7 80083N3a;11®y@ pe i(u?eaR RpuN r gnl,gn^ ftxNala.MD I' 11.k'd.y(cp tStenlau 1 t[Iftd hlkr ! GS elc od to de=fixtNe:es/ns,S,iDietnfbtlecdh.Le.,D. ger.:.¢ssk..ip..Paeuuftre 9mN;Mn whss 4451 St. Lucie Blvd. are.riu ofSWf;aNetl eg q Nv i^R it of p q - lei lrsf ,. Drsn Eetcett isR (Ne 6a Niq Dui}a. i ;tes kqo. .7 Ifq. Sll:gAd ! s. a. es Seh 1'..'il i. 41 (eppigbt 1241d 41 isoi lmsss-8nlfioay i.hm5a'.II, E'.E. Rapinauanr of this document; in any igrm,Esp(okiliize r.l6out±lte wfittenpermtutantwmRlt.aipirsszt- knthany i.IDmho!II; p.E. tOft Pierce, fL 34946 Job Truss Type Qt. PIY RYAN HOMES / SANTA ROSA A0071172 XRSSRCLM FHJ5L Diagonal Hip Girder 2 1 Job Reference (optional) Al Root I russes, Fort Fierce, FL 34a4b, oeslgnLa itruss.com 3x4 = Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:18 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-cM8bKa565?gsxSy6g8arq Bb3Lk9DTh 1?IkCU RNzTpg7 Defl. = 3/16 in LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.22 4-7 375 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) 0.26 4-7 321 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Weight: 23 lb FT = 20 LUMBER - TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 180/Mechanical 2 = 375/0-10-15 (min. 0-1-8) 4 = 100/Mechanical Max Horz 2 = 103(LC 4) Max Uplift 3 = 129(LC 4) 2 = 311(LC 4) 4 = 93(LC 4) Max Grav 3 = 180(LC 1) 2 = 375(LC 1) 4 = 127(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3, 311 lb uplift at joint 2 and 93 lb uplift at joint 4. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 53 lb up at 4-2-8, and 40 lb down and 53 lb up at 4-2-8 on top chord, and 57 lb down and 10 lb up at 1-4-9, 57 lb down and 10 lb up at 1-4-9, and 17 lb down and 52 lb up at 4-2-8, and 17 lb down and 52 lb up at 4-2-8 on bottom 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). 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 7=5(F=2, B=2) 9=-19(F=-10, B=-10) 0rahg flnv tlxtegN.rt -k9 AIIC' itlS S.-a.";ww rt/kIF en II.51S OM. t@"fi'1GC 6 Fa MYrfe 10, O.-P t<,M u4riwR Ihf lep kagnagi.9 tk erbfl f bL:,t in 5'e.h% CI ea+r's 11 ato It taraslaxC tletrs sieU aer «.:,:k,•,4 As irx., ges.ty.x,.,,gr, hF t ..,e..rr>ap,mrq,x.3lsnraeyeene grr,.r.: ag e_gas.nii:t. a,tesGp rsnx saga .kg7dntkloRrdt.ffee,tn t.r nqr:: mt`zr,,ax gree42irss, .aus:as Anthony T. Tombo III, P.E. ni+ dh-. h. rDW n. ryrr'If,dAIC Ss Cxe. Akn .e y,r. ril Saif ag u,aie rtet l9 IM I!<IY et: L.,lm l4m rde Wr:'t. r6 %.+rl>`qs lQgve rg, fi•N tli ,lade-;krela3 pep .1 ns t' -sb&1 "N"_vliFr sl 480063 li iiltw{g ' Iwe l 4tlM u`M a LOM 4aep6 tp.Rlaes d W kVi g[sF ISd` lfi tw.e l(SC tdt.iett P tStu Tel rrti. e P lml Reh. Be fnt-Mores nikfirsd h. l'.,Os x, .lass k:p'* err mA 1!-ftdcr (. Hass 44M St. Lucie Blvd, ntn:n.ufas9lya.xn.a egae in s.w Y..r,(k, rip nss ards.4. ix[ sger4r Gg c+rsk lde k:lligge:ig ,, rrLa,<.,eez Erj rdn,+la tlir;. Jl ifd.H-ery e,er 9fiM e.'lI i' Fort Pierce, FL 34946 Cepyright 11t16 A -I Ra.i Trusses Aethany E.lemba i101 Recraduniaedthis d.roment,in.ny form, is prANIRd uAhaut e wdttenpermissiae from 4 1 Ra.l L.ssn- AethonyL Iamb. ill: P.E. Job Truss Truss Type ntY PIY RYAN HOMES / SANTA ROSA XR5SRCLM HJ7 Diagonal Hip Girder 4 1 A0071173 Job Reference (optional) owaYo, unalyrl(Wd I uuss.wm nun: t.bzu s Apr 3u zu1 b Nrint: 8.M s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:19 2017 Pagel ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-5ZizYw6lsJojZcXJOs54NP8BT7R 1 C3_8_Oy1 zpzTpg6 Dead Load Defl. = 1/16 in 3x6 II 1.5x4 II 6 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.04 7-8 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) 0-14 7-8 866 240 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Wind(LL) 0.04 7-8 999 360 Weight: 44 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 5 = 158/Mechanical 2 = 404/0-4-9 (min. 0-1-8) 6 = 297/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 117(LC 4) 2 = 169(LC 4) 6 = 93(LC 8) Max Grav 5 = 158(LC 1) 2 = 404(LC 1) 6 = 297(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-266/146, 3-13=-678/256, 4-13=-632/226 BOT CHORD 2-15=-308/623, 15-16=-308/623, 8-16=-308/623, 8-17=-308/623, 7-17=-308/623 WEBS 4-7=-670/331 NOTES- (8) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 5, 169 lb uplift at joint 2 and 93 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 lb down and 95 lb up at 1-4-9, 76 Ib down and 95 lb up at 1-4-9, 72 lb down and 70 lb up at 4-2-8, 72 lb down and 70 lb up at 4-2-8, and 88 lb down and 113 Ib up at 7-0-7, and 88 lb down and 113 lb up at 7-0-7 on top chord, and 46 Ib up at 1-4-9, 46 Ib up at 1-4-9, 12 Ib down and 15 lb up at 4-2-8, 12 lb down and 15 lb up at 4-2-8, and 32 lb down and 5 lb up at 7-0-7, and 32 lb down and 5 lb up at 7-0-7 on bottom 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). 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS $ CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 13=32(F=16, B=16) 14=-88(F=44, B=-44) 15=50(F=25, B=25) 16=1(F=1 B=1) 17=-51(F=-25, B=-25) Wa,y-FlsMa«!Ir« Eui1lg'.?tEt,'S:7,aE5RAlI;WS6 #fiIIIKi!JS'gdt tS-EC:$EPSd;krM !r, k!w'aFd«su«d«z•«hsGessC•itab%MgCC9;wiNeld«Ifwkl:rit'«teSa«•Eda•en.Wlt.sa«xiseNed«@ef90,«h Itiiaa[asetlar dehs,ldlka•E+'4.CCfake,di AsaUr:, g:ua Eye tP htry Ecgae .X «J sr, •( gae:rA repaxedhsEcc l ainam ht Y E,`h h;'kel -gaYq a¢p' lea>yt I ICC fr a PoL txep P m/tir "et En. ,Way Anthony T. Tornbo III, P.E. a«rsedd- h. teil5« ke. 1-E:IrvduC dF 'qsm 14. &vNe>zA' ,n4e w1 A1E ff'3 Po 1'atl 1'IAe1,ekWrll rk ep;nal .h NB d fieN tlt. ,ird«tia*ydwlug.l >< f En !b A:1 tlslld.d Naa7lpi D•s'pn«e[xharl« AC xI dhl8 i0 IN:et e1 fl ki' lAtxkl q(cpnc ISak.Ir N« 1 I(SQta1G.#tl (. ! 3JmrAe• tuna apd 1fFl e«she.«y«s lmn Ma Hesdla l ,@s:e7 ,pss . ga Sglae««e I•ass EkeahMpel «less f S0081 Lucieahrrh:«r>,paEya,«n«Ipp«tp«. rrl.«Ip.ue p«npt.ter:.opr«[alneai[UT*Idl.; :ila, i:,sta..Itf—.n,s,;Iu.m:alyd.ntxx:,al.a:fdlat..xl- 445Ierce,F 3494ZtFortPierce, FL 3494ti It'imminction. of this dounnow. in any towis prohibiled Without -to wTin,q Permission No 4 lgenilmisas- Anthony i.Iansoitl,P,E. Truss Truss Type my Ply RYAN HOMES / SANTA ROSA A0071174FXR5SRCLMJ3Jack -Open 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:20 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-ZIFLIG7Nddwa Bm6VyZdJwcgTlXtDxbW HD2hbVGzTpg5 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.16 Vert(LL) 0.01 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) 0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 11 lb FT = 20% LUMBER - TOP CHORD 2x4 SIP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 71/Mechanical 2 = 188/0-8-0 (min. 0-1-8) 4 = 37/Mechanical Max Horz 2 = 75(LC 12) Max Uplift 3 = 49(LC 12) 2 _ 119(LC 8) 4 = 36(LC 9) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3, 119 lb uplift at joint 2 and 36 lb uplift at joint 4. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ('BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard gnziq 1—A—IIII"iw..WA 1TIFSS .-3 FF3.iii Wik J4PC aS EOM rPd'r" Fk 6 EPaYiAd'I P:at d: ip w: .Vx ad 1 7 d C pare romT(v; aaiH Ron dL! k Il_F 10—ii, iu"!eo FI w1++ s<"cid H t a Id rotas« order,:Isadfa.7.CC Irk rad h0or 0a:{:[j p_,.Fr,nrr [afo: ot'ad arra, tore aattma,ofiar don pguine,lttna,yr..,,e. oaa. ; c ls,Fx d In, w,rs ,+n u na F t.'Nar TR I rm tu.p r. ary-, mul.tdn. s"nf:m ', Anthony T. Tombo III, P.E. 0, hc80083 s ins3xmkN.Y H F siSihdb*ae Ah url am'nH 1"u FC yn;n9 at ral,a II H Itt d nel 1 Ilt gcd ad iF i. Rx ep..ltu NF at eat Feld H [. s.-d4F,gkailkp. - f t er !d 1 k rlrtte HrYvI! yd•- ger e[wF M. kFltst MwH laG da=Iafire n!p rlanetazkdxFrz veli!egldr f AiSPirdl" e1Fd da3iA el ! F gdn CFI-Itaius Mengrzs,WlnetadAnrcdH Ir.,Osgs,. ss.paaFYettaetassM.Wa,n<i.eders 445! St. Lucie Blvd, aHr>n. wramn r;.r wa pa ewrs a, rt ryites a:aF Im u aesu[amanF,rnao-a:uiy md s,.rt tra., <. cHe [yora a,aga,.uwl.:ll,or d.ryx:, a. asadiad+..TnL Fort Pierce, FL 34946 f opyrig6[ 2t2 114 A I Aooi Uussas-Anthnny L Lomita ll: P.E. Aapsadur6on 11 this doroment, in any form, is proh bitad wilhourbe written germluian Gem A-1 Anal Trusses- Anthony L Inaba Job Truss Truss Type Ory Ply RYAN HOMES / SANTA ROSA XR5SRCLM J5 MONOPITCH 5 1 A0071175 A. Job Reference (optional) ui11 mun. 8.020 s Aug 3 i zu io Print: u.uzu s Aug 31 zu16 MI I ex industries, Inc. Wed Apr 05 09:43:21 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-lxpjyc7?Nw2RowhhVG8YSgDXFx7Gg2mRRiR81 izTpg4 1.5x4 II 3 3x4 = 3x3 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIPTCLL20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.14 4-7 432 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) 0.11 4-7 542 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -AS Weight: 21 lb FT = 20% 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, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 4 = 200/0-3-0 (min. 0-1-8) 2 = 272/0-8-0 (min. 0-1-8) Max Horz 2 = 120(LC 12) Max Uplift 4 = 135(LC 8) 2 = 162(LC 8) Max Grav 4 = 200(LC 1) 2 = 272(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-140/274 NOTES- (6) 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 ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " 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. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint 4 and 162 lb uplift at joint 2. 5) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord. 6) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard 8.n1-fl nadir h Ai19. 31MM 1 i3 FR3kl rays fi 1Yh II'7 mromrnr to mINAFi'W .tad, aep w. :ta Wrent .' 1 Ce,g Oe be"IP;.1 rye AF y1.I &rn. lei 5. Ed e. ud A 5s skit M IOa11wTkcrYertdlkesalxh .eCak<rdd A is L s cEyia to aP7 hliae .k ai w fd, Pry atsaa:egfimedaterc siad 5iea u3 Au t4aS ke lesipdtts. tk .t twnd Cw16Palr ue iFl1. 1'. a ya ryeex,luiiq eN^ia nns'm Anthony T. Tombo III, P.E. rdh !u. n ailSy' R 1 IM dtle U"te, C.xrs dm ayne fi 6nI1 ae n7<adet d3ae R:, tFe lx Wtui 1' lfy M.WA'I lke rp Itl 711h ifieNn dr. dry k. g, lap t da MI rysid'1 to iAn(d - 800$3Ikta:Il esper [ed:rla Aft'A" M'M.iU die lruhn. nl; il'es ltakWxt( peal Sahlr #e z lix'ttSpt lG kt lql. WSW e:dne top-Kp3 _ifllaiass tte resters inesea!@tlecd..l .,Osgx; ns-paleeereai ssN h,l ra. altss etle w se aimed lr a.xnaleprd inn wttylydt I' -nhtl tern lr Desp. Ee9ac..r is A:111e G:111y Dnsgan, i .teex.Ega.e:d ,! tlug .iil:gNi.d:xa:, e: is 9dud".7rl, 4451 St. Lucie Blvd. fopyrightDY61&A-I NIT ... as Antponp l.Iamholl: P.E. ReProduna aiithis dommrat, in any (arm, is Prohilitad x'ithourde written Ptrraissiee tress A -I faaiLrss:tActhoay i.IamhnII: P.E. Fort Pierce, FL 34946 lob Truss Truss Type Oty Ply RYAN HOMES / SANTA ROSA A0071176 XRSSRCLM J5A Jack -Open 9 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 2x4 = tun: 630 s Jul 28 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:21 2017 Page 1 I D.fXMofrMaVb?Z7FFUeY3_NdzegNj-1 xpjyc7?Nw2RowhhVG8YSgDa2xAag2m RRiR81 izTpg4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.02 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) 0.07 4-7 814 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix -AS Wind(LL) 0.05 4-7 999 360 Weight: 17 lb FT = 20 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 129/Mechanical 2 = 264/0-8-0 (min. 0-1-8) 4 = 62/Mechanical Max Horz 2 = 115(LC 12) Max Uplift 3 = 91(LC 12) 2 = 80(LC 12) Max Grav 3 = 129(LC 1) 2 = 264(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 80 lb uplift at ioint 2. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard i+rzi+r Fins; IMnsdhre fi btiO Til;S TNA' ;10ATEM&Jk0R'ns df PM "ERT rjA(rR n EWY %r fx idto.'pp. arc ar. lw'e '! C Nr wRrr'; ad nrkMry it tel ,r .lore tiewtft all *! "onf nTV I Tors rpa zdlHx dia n'ec es dd g ! sg. raE im _.. F.e,M Eos n st n,+F r.y cn wyz c au pm - erg; iy re tFn x / yadne men dp >eetx Its nu. tge s+ tti Iry s th n':m Anthony T. Tombo III, P.E. exd11 dhaT sip rnkldcg is ne,njxiarl dneE is Cwev aM'zre mwcnn k,lieyg a ie eke uA d" It n W.4ticel"! Iles N di i. Re ery l tk N0 et Il n i. s_-uC ngtaday luq f dmrnk R 1 -g AU d = 80083 nsrilmrgigs i(+r> t Alfutsurd I&iP s['Mpu1n 1pe.Iusdns4.y(sf+*41Stelrkfe RsnHSIii Ffzlk! 1"AdWA. Vilm.kileefierne.'Pleoedn'seedddiecdrel-„Os ,:i.sk..q g'erereeelesssusmte,Mez,nleze 4451 St. Lucie Blvd. ennwh.«hakN+:xemteyct ern swi;;rs lq r.l'+1'ces mAsN.i Fr.., tkzsr Fyixn skttle Fa ldn3 Cesirw,mLa s<,er.Fgseo![+(9e lliy.All,e;fdeed ar:, mt sddirrd a..'ri 1. Fort Pierce, FL 34946 EtpyrigM 2i!14AIinaiLoiss Anthony 1. limbo ill, P.E. teneodumior of ibis document. in coy form, isprohibited wahour the written permission fete, A-1 ieoiTeusers-Anthooyi. limbo Ili, F.E. Truss Type Qry Ply RYAN HOMES / SANTA ROSA XR5S;RC LM J5GE GABLE 2 1 A0071177 Al Rnnf Tn-, Fnrt Pio Pi znona a.,..; 1 Job Reference (optional) gn@a truss.com Run. 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:22 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-V8N5AyBd8EAIQ4Fu3_fn? 1 mptLa9PUUagMAia8zTpg3 6 5 2x4 1.5x4 1.5x4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. n (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) 0.00 1 n/r 120 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (lb/size) 5 = 42/5-0-0 (min. 0-1-8) 2 = 170/5-0-0 (min. 0-1-8) 6 = 235/5-0-0 (min. 0-1-8) Max Horz 2 = 114(LC 12) Max Uplift 5 = 20(LC 12) 2 = 56(LC 8) 6 = 107(LC 12) Max Grav 5 = 42(LC 1) 2 = 170(LC 1) 6 = 235(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-208/330 NOTES- (8) 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 ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 5, 56 lb uplift at joint 2 and 107 lb uplift at joint 6. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 22 lb FT = 20% Nazxg.lhaa rrrq?>naiec 4t i 3 9 R67>:i "StL Y"-giat itL':Pk 6SU5 Cox. _12a "U EPOS S#' ;iSbi!%Ni"hra. garhkEm, pa;net7=IA6i ul . ets rs[:ai Tar; gllC.; p#Sa rlg aet-xmaNJ,_Iaitsau SgWW' nt Mil vce;at Mu.1,t %cets i ed iaaMaK tvF{} ta'!k#iy ga Ae l6#km cai. i tpa teaee t,,gt tM grcu a a¢xatiGCrfx itx ;a:apn;saise se` Batt watt rog ,pe i,.i,igs p¢ka# gtttfasi¢gla 1"' gSi m l76 W"M ifl i. :tekHpa as V n.zg rear srh4 ned ( Ietnr Ag#pg 1b .psasiiuh>:!!i -er. aa9e aiy a:tttteMpag 3nga:,n Gu bkzII a`Eaa d€8#6'. as told %tag,a& 'N4 In", ardd St l. p?iaHs k ',stir aa9' Skrtre fr4dauecdA Ajd, -V T. Tombo t.., P.E. g t tg :ti n.ux t SGQ53fetipa@"eq aitcein 3Y mt s9stadtl5sEla^gai sari #us z Ea #ryl raa{d?R aaaah tti(fa t sx.t °i tta SSa eEiee +65.g i tae t7 4tfiazs la ngawsrt:s: ace 4*ItF Etc tai ezxu, issss ax}$jfiaEr31.M'Msxltpa,A.43sa . A anr krtta#P±cCRttml Ya[aMgtx la"sxngh efl gtRtSr of 1. .te tsaa @:ugrEyMx_>: tl: ds, tt Elt;.Eflaa3'.tI n za-x.igue.• taxism}4; ain il.es.. ua4 L.s¢i_. Ig d. 4451. St .J4fl Blvd, Port Pierce, FL 34946Cupgrig%I E: YB Ib A-t &eaf taasses Aro9ar 1 14m5e 11 _ Ri. i?ptn8nn.aa ei Ihs demmtnS in ang ft s, r4 prnh.bded wihrta316e xritien pum ss;ae hom A -I 8n irssscs dmih€sfl. its-e b Truss Truss Type my AN HOMES / SANTA ROSA A0071178 SSRCLMrXR J5L Jack -Open 16 ni Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 2x4 = stun: 630 s Jul 28 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:23 2017 Pagel I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-zKxUN H9FvY192Dg4dhAOXF IuclgiByGkvOwF6bzTpg2 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.12 4-7 504 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(TL) 0.09 4-7 636 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 17 lb FT = 20% 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. lb/size) 3 = 128/Mechanical 2 = 264/0-8-0 (min.0-1-8) 4 = 63/Mechanical Max Horz 2 = 103(LC 8) Max Uplift 3 = 96(LC 8) 2 = 206(LC 8) 4 = 62(LC 8) Max Grav 3 = 128(LC 1) 2 = 264(LC 1) 4 = 88(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 3, 206 lb uplift at joint 2 and 62 lb uplift at joint 4. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Zincaed nnvtlmesElrnravne'd ng""t¢S 5.'l eEh`.i4I t.MSe J191II'MS ,IS CN tLCY'ke[K A EWY FTh _ fi•rfta gp..4n Iwo h t D< pm w3R@';a n tmDatl fi.k, F" P t_tt i !beta G i sMr' sM f n i. cFj iutz<:arrlins:IseFseasa ecatelatautra,o,:a,..[p.Y,.,.n,arrteta..,.n.. a ryr.,mz«,a.4 aeneprm.asisSa_asgr..;aa:anr.n. en a¢sude;pepaas t¢¢aFr.am[zhe,c3e,.araJaaraee s:e;F,arm AnthonyT.TomboIII,P.E. ae. dn' ;: lir . WR4 i0k p flhdf.0 e,Re ¢. Alai nagcrnn %{f p¢ sa, ietl aeht dtn IM ne,lS a kl 1 Ifap d tR{_ rk p..Is!n r¢¢aee fi43 n i. dM fgksll, i r - i r atl bd,e ns " lirbd E80083 ne3ennr¢sgera<[aa ar Ow aakspmpra nI.—tar&nnrer..dees 4451 St. Lucie Blvd. nexFvafimdNa( nenatganvext,NpneruatsNtvIr,s¢a«[ageesr_rnr,uq¢e:y,arr,:,<.rtimrrear0.ntS,Ftbr.All atmdi.daT,rendd;ata-nt Fort Pierce, FL34946 copyright 0 20144-1 Raaf husses-kkiry 1. I mbo ill: P.E. Re¢rndnninm d th6 document, in my him, it prohibited .6w,he written permission tram 4 l Real1,mn-4mrhony L I mhn ill, P.E. Job Truss Truss Type QIY PIY RYAN HOMES / SANTA ROSA XR5SRCLM J6A ROOF SPECIAL 1 2 A0071179 Job Reference (optional) Row t tusbes, Pon Pierce, FL 34946, aesignLaitruss.com Run: 1.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:24 2017 Page 1 ID:53sci 1 VXK54i iOnMGAB 1 xl zZRKZ-RW VsbdAtgrQOfN PGB PhF4Sr7b8FdtP Wt7gfoel zTpq 1 1 3x4 = 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.01 3-4 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) 0.03 3-4 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Wind(LL) 0.00 4 360 Weight: 54 lb FT = 20 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, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 4 = 186/0-7-4 (min.0-1-8) 3 = 186/Mechanical Max Uplift 4 = 66(LC 8) 3 = 66(LC 8) Max Grav 4 = 186(LC 1) 3 = 186(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 1) 2-ply truss to be connected together with 12d 0.131"x3.25") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 4 and 66 lb uplift at joint 3. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and '/V gypsum sheetrock be applied directly to the bottom chord. 10) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Waaxt-Ne t ,*3.r;t=tex tkt 4 d tt9i>:i Sit° 4g7a€'Ro 6 0.4. a s.l Jd €i Ei r..S,A>gisfa.Xt Ms Ya#ks pt 'es a us., aer, Exit ra ;E10EE ea3At,dtt t nptlt.L t [K 4ltlpfut u @ens, urr i ^et ?x G6 a ktdstaxbrtye ,tt. to x'#R Er tOtnx nid S ei sae rp :zf t ge,aA.:ryxr exs erdiRt nun'. t dryt bt r:Ar I.t q-etpnsaEMk bet Fsvte zm,lal seF k#:xr t3P I eN Ifll k g s 7•.. NM:eq f'se ka,t r ,edm, t e ,er.f+uegi ,atme n ene ,td;« xt,rua md; :.ur,.ie s 1t. t t nd y t><t tit €xvr=<,d wt r eem t.e ,:«. tee-se-r . I<t t,sta x isttt tu>s;us.r _' „rkher:yT Tofto li:, F.E. Xa #erQry 5t°'m#rttne FJ ere, atntad r'6 * mx afe stt Alt etstxYSes=?'Reiru E(Ca«fts t iSAA . tlr if br ^atl $0083 ucr nk e 6 titse.,.n tta:sAtrs,¢t,..a.i64:utt tz¢ €a,s r,trtrre y[ «t=rc:u a,m t.urnn 445i.5t. ieBlvd!, kd ritekietd a,v(a"-ttt zPtdnh ru4tlMtl. Furs the#.'fret s8 pFayexr`a Rd &tk teaq,esFsu aL sYsi u.#per efet4r ete;_,. ¢(d t#. n: usrt:Aeed pIF61. Copgriyisri$ddA-t flnnd ttoszts-An€&ncy LlnmAo dli,flE.R.psedua an ni lhsda€®maoq inaayEm;4 Pt006d.ithw 1ha ir!apodmissstniiomA-IInniImsts-AniFnntLinrin ilL i.E Fort tierce, FL 34946 L Job Truss Truss Type City Ply HOMES / SANTA ROSA AOO71180 XRSSRCLM J7 Jack Open 2g 1 RYAN Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 4x6 II Run: 7.620 s Apr 30 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:25 2017 Page 1 I D:fX MofrM aVb?Z7F F UeY3_N dzeg Nj-vj 3EozAV R9YtHX_Tk6C U d g O8 hYR Fcsl O M KP M BTzTpq 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.09 5-8 946 240 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) 0.27 5-8 304 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Wind(LL) 0.20 5-8 411 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.2 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 4 = 188/Mechanical 2 = 342/0-3-8 (min.0-1-8) 5 = 85/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 = 137(LC 12) 2 = 92(LC 12) Max Grav 4 = 188(LC 1) 2 = 342(LC 1) 5 = 124(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-367/0 NOTES- (7) 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 4 and 92 lb uplift at joint 2. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and '/" gypsum sheetrock be applied directly to the bottom chord. 7) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Dead Load Defl. = 3/16 in PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% kn[itg Flns mm kir[a».wkx'lii9"`*ILnti;ni:d gEA7At IiikSfi:lkgll ki:JS OLLtiLTTjSCYl9$'i[[SLLEkrfire.{rcJ!d[sjw'ar:it[su[•ed ektu?it htst&ge0icvey!t[S;m[ne ttfin[l.texte ll, i.: tek.u;e. S'!kei[ tel[ssi win:klelune lCg, eelp ikitiksomw[kr Bens sielice[seE W: S['[£mkedl Rselree. gniµEr .., Spr, ek[hl xMs n irogry[e;[dsntre/t [d6s{rm[;:iuelnefaeniep reeyn:dirn h!4[Ir,Epd@c src[imslniddnwtigGtd'r.nen iFl l.tsi 'pe s_. epF :, l+n-psn0ns, stttni q Anthony T. Tombo tl1, P.E. W tin sa:tmt.k'rrtow, & 0 dFnAqkv tlewld.pg p ,edt didik Ir'$' W"Afi,I I IGp d tR i µwetµla!ti 11)1.inpfiN eii 1. ,ndde;4:aT y ta { e4 . lun nm! LL[ ! -drtpd t 80083 b! 11cggs".I'e 1 Ali [t 'd a t!llic nile ymla aiµ'd I0VNite;(zpn.IVIrld[ bnnirµlGfiek i. at 10 gel fWpn meet In t.,therzsµasklties.16'hn4A 1[a.56e W:. 'D..*hIe Wl."' .nde9rti,Was 4451 St. Lucie Blvd. ede wn, cefadlya Ennmeq gn.w.irt_it Mgrnn n!t[s4 let-isU:n hpa!nrsk,ine i.iitiq gesl}a_aLa.,4dex hf .e: a'ee, tiding. Nl,gnd 9va, n. et iethd e'Iki. Fort Pierce, FL 34946 ogyright 141&4-Igaaf€[nisa AnthortyiJnmoill;i'.E. Red[aduaiartal7hisdommeatiaanyhtm,itp[nd617zeuighomEhewrittenyermissianfrnre4 IRaotUuiszc-Arlhoayt.iam=olll:i'.E. Job Truss Truss Type City Ply RYAN HOMES / SANTA ROSA XR5SRCLM M05G Hip Girder 1 1 A0071181 Job Reference o tional 1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.coi Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:27 2017 Page 1 I D:fXMofrMaVb?Z7FFUeY3_NdzegNj-s5B_DfCmzmob Wr8rsXFyi5TTwM604YHJgeuTFMzTpq_ 300 = Dead Load Dell. = 1/4 in 31 4J 45 46 4Y 20 48 49 50 .- 51 17 52 '" 53 54 " 55 56 3x6 = 1.5x4 11 3x4 = 5x12 = 3x6 = 6x6 = 1.5x4 11 3x6 = 4xl2 = 3x4 = 1.5x4 11 3x6 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.35 15-16 740 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(TL) 0.40 15-16 647 240 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.07 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MSH Weight: 184 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 2x4 SP M 30 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-1-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 845/0-8-0 (min. 0-1-8) 19 = 2986/0-8-0 (min. 0-3-8) 12 = 1099/0-8-0 (min. 0-1-8) Max Horz 2 = 36(LC 4) Max Uplift 2 = 523(LC 4) 19 = 2273(LC 4) 12 = 912(LC 5) Max Grav 2 = 848(LC 19) 19 = 2986(LC 1) 12 = 1100(LC 20) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1714/1161, 3-30=-1434/965, 30-31=-1434/965,4-31=-1434/965, 4-32=-318/191, 32-33=-318/191, 5-33=-318/191, 5-34=-318/191, 34-35=-318/191, 6-35=-318/191, 6-7=-2354/3079, 7-36=-2354/3079, 8-36=-2354/3079, 8-37=-1827/1624, 37-38=-1827/1624, 9-38=-1827/1624, 9-39=-1827/1624, 39-40=-1827/1624, 10-40=-1827/1624, 10-41=-2775/2368, 41-42=-2775/2368, 11-42=-2775/2368, 11-12=-2427/1996 Continued on page 2 TOP CHORD 2-3=-1714/1161, 3-30=-1434/965, 30-31=-1434/965, 4-31=-1434/965, 4-32=-318/191, 32-33=-318/191, 5-33=-318/191, 5-34=-318/191, 34-35=-318/191, 6-35=-318/191, 6-7=-2354/3079,7-36=-2354/3079, 8-36=-2354/3079, 8-37=-1827/1624, 37-38=-1827/1624, 9-38=-1827/1624, 9-39=-1827/1624,39-40=-1827/1624, 10-40=-1827/1624, 10-41=-2775/2368, 41-42=-2775/2368, 11-42=-2775/2368, 11-12=-2427/1996 BOT CHORD 2-23=-1065/1583, 23-43=-1078/1599, 43-44=-1078/1599, 22-44=-1078/1599, 22-45=-907/1434, 45-46=-907/1434, 21-46=-907/1434, 21-47=-3079/2437, 20-47=-3079/2437, 20-48=-3079/2437, 19-48=-3079/2437, 19-49=-534/404, 49-50=-534/404, 18-50=-534/404, 18-51=-534/404, 17-51=-534/404, 17-52=-534/404,16-52=-534/404, 16-53=-2270/2775, 53-54=-2270/2775, 15-54=-2270/2775,15-55=-1824/2270, 55-56=-1824/2270, 14-56=-1824/2270, 12-14=-1809/2256 WEBS 3-23=-148/291, 4-22=-180/317, 4-21=-1719/1288, 5-21=-352/249, 6-21 =-2208/3103, 6-19=-1 496/1068, 8-19=-2859/2330, 8-16=-2015/2516, 9-16=-385/274, 10-16=-1019/796, 11-15=-480/586, 11-14=-181/277 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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 523 lb uplift at joint 2, 2273 lb uplift at joint 19 and 912 lb uplift at joint 12. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 238 lb up at 5-0-0, 61 lb down and 94 lb up at 7-0-12, 61 lb down and 94 lb up at 9-0-12, 61 lb down and 94 lb up at 11-0-12, 61 lb down and 94 lb up at 13-0-12, 61 lb down and 94 lb up at 15-0-12, 61 lb down and 94 lb up at 17-0-12, 61 lb down and 94 lb up at 19-0-12, 61 Ib down and 94 lb up at 20-11-4, 61 lb down and 94 lb up at 22-11-4, 61 lb down and 94 lb up at 24-11-4, 61 lb down and 94 lb up at 26-11-4, 61 lb down and 94 lb up at 28-11-4, 61 lb down and 94 lb up at 30-11-4, and 61 lb down and 94 lb up at 32-11-4, and 195 lb down and 238 lb up at 35-0-0 on top chord, and 106 lb down and 194 lb up at 5-0-0, 35 lb down and 70 lb up at 7-0-12, 35 lb down and 70 lb up at 9-0-12, 35 lb down and 70 lb up at 11-0-12, 35 lb down and 70 lb up at 13-0-12, 35 lb down and 70 lb up at 15-0-12, 35 lb down and 70 lb up at 17-0-12, 35 lb down and 70 lb up at 19-0-12, 35 lb down and 70 lb up at 20-11-4, 35 lb down and 70 lb up at 22-11-4, 35 lb down and 70 lb up at 24-11-4, 35 lb down and 70 lb up at 26-11-4, 35 lb down and 70 lb up at 28-11-4, 35 lb down and 70 lb up at 30-11-4, and 35 lb down and 70 lb up at 32-11-4, and 106 lb down and 194 lb up at 34-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Mtoly",t¢Wj 110--rFT1 5i`SEA,;,nlr3k[FU18 h•a led(te lqt w. ndw: wi rWWl caNs Paz Ct pOaxy QR7j ai Wlshwq 7. Tuh P.PF itO'n sinekt, _ d P.hss olku*I,td a Gt Till, wit ait: k,..tda id %l1 htsa W: dt PChh dl. cs t Tws. anp Eqn n hhgit .a red q'6C q t cagrxe dns q, - demo q ,aa-nh, dys d to mit* ky]M h.. TOD it ae in i, r.aF` Anthony T. Tombo III, F.E. Wtstdhk. ar Whig 1h q tti dh, Cxa:, r. G_', eehr - eP nt hdl go:Fa; u1eu 1. du IL, 6,& it Pool Wq d ttF'{ 1h qr i i Nowt of fidq d i .s. hd,tigk alp 1 i I I tah At:hOx Pas iiliYgd 8omb eHelilfugoRxraEhrzrialild -W Ih10C iMzgrcAa:.nlpt.l dt'.kiWgttujrenlSahiridt 1' .I(SP gdG.hti t' lSt:i dre tS.q egiW init•fites@e'tsgasd l:a,wliafissdh 1'..D.ti ot p :mktaatlrz:sFtcwh:law,witss 4451 St. Lucie Blvd. dh.nu ttf.Hktixnodgret q x -x di Pruzs d,>a lag .&s:a bl -s Mint I'lliq utsi a T tim. hgo.a tE t.e,uiq_mi cgnd t .,a.wte5 frmJ. Fort Pierce, St. Luca Blvd. epyright iJ 741&4l luffi-s Antony 1. tamhe ill; P,F. Re.meun.r: of this document. invylnrm s prohbited anhoui Eke wrinen per®uctan from 4 I R:ai llnss=s 4riheny F. tamAn ill: P.F.34946 Job Truss Truss Type city Ply RYAN HOMES / SANTA ROSA A0071181 XR5SRCLM M05G Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, oeslgn(maltruss.com LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-11=-60, 11-13=-60, 24-27=-20 Concentrated Loads (lb) Vert: 3=-148(B)7=-52(B)11=-148(B)23=-99(B) 14=-99(B) 30=-52(B) 31=-52(B) 32=-52(B) 33=-52(B) 34=-52(B)35=-52(B) 36=-52(B)37=-52(B) 38=-52(B) 39=-52(B) 40=-52(B) 41 =-52(B) 42=-52(B) 43=-28(B) 44=-28(B) 45=-28(B) 46=-28(B) 47=-28(B) 48=-28(B) 49=-28(B) 50=-28(B) 51=-28(B) 52=-28(B)53=-28(B) 54=-28(B) 55=-28(B) 56=-28(B) Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:27 2017 Page 2 1 D:fXM ofrMa V b?Z7FFU eY3_N dzeg Nj-s5 B_DfCmzmob W r8 rsXFyi5TTwM 604YHJge uTFMzTpq_ Wwal rins Htntytirrnta Ht OIFO '[DSS5,'ili';,iEA3AtI:kN,fi..Ai11Il'IS:JS'DMiRUYl9 St R17d I15YENC Ira le.ilt t Pwra iuc u£•edW,ts tt`Hsl,,, Ge.11t Arzxvq;IL:, u3 Ht lyd4p7 r.h lf•/.4hea'e heNEett.e t. EJt eanvlu:afel en Ht fCO3u1J IIIIItk—w tkkts*I sr "In t lei 1 r:trtr'4h, laarti IE s, lta•:nr Anthony T. Tombo III, P-E. j Fit aB tint 'I'd— H f 1M dkFD e•,&Drx n4 igen!uh toll.,O s sr, aa:t 1".4 It He Ctt i.1 1 Ilged Mit i? 80083 k9';I1ago 'laraeWN1..111 1-"t " ta. IN W'MtMcr 1 tfi.haw.lN A45rp-1Sv'd W 1 nsridl ki k1 IF:.4Strs m uw 1-0 rdInI'A."6, I4" hm.1a:nt:eH:la..u.pa.Tr.st y enml t,ur,«a.lrtt.nittt 44531 St. Lucie Blvd. tHexn. xfx9lra,xomew.gttkr slnE,talmm ann,a.retr,.sn.Eg etat_rHtra:mgottlet.rh,t,<.In.Egarret,Jllg.zllg,lttx,rt.etttntdsmr. Fort Pierce, FL 34940 Cepvrig6c 2g16 A -I ReoBmasns Ara6nay i. tamho Al: I'.E. Reonal.dian of this document, in any form, is inobibiled wlhowhe whiten permission ham A -I Anal bosses- Anthony T. Iam`o IIh F.I. Job Truss Truss Type Qty Ply RYAN HOMES / SANTA ROSA XR5SRCLM M06 Hip 1 1 A0071182 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 1.63U s Jul 28 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:27 2017 Page 1 ID:fXMofrMaVb?Z7FFUeY3_NdzegNj-KHkNQ?DOk4wS8?j1 QFmBEIOjPmRBp_QT2ldOnpzTppz 4.00 12 5x6 = 3x4 4x6 = 4x6 = 1.5x4 II 3 A 5 a 7 5x8 = Dead Load Defl. = 7/16 in 3x6 — 3x4 = 15 3x6 = 4x6 I 13 3x12 = 1.5x4 II 3x6 = 3x6 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.31 14-16 705 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) 0.78 14-16 281 240 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.04 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Wind(LL) 0.28 11-12 924 360 Weight: 175 lb FT = 20 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. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-14, 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 641/0-8-0 (min. 0-1-8) 14 = 1879/0-8-0 (min. 0-2-3) 9 = 800/0-8-0 (min. 0-1-8) Max Harz 2 = 48(LC 17) Max Uplift 2 = 233(LC 8) 14 = 1068(LC 8) 9 = 661(LC 9) Max Grav 2 = 648(LC 23) 14 = 1879(LC 1) 9 = 806(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1010/341, 3-4=-898/375, 4-5=-1164/1115, 5-6=-1013/1798, 6-7=-1013/1798, 7-8=-1013/1798, 8-9=-1456/2136 BOT CHORD 2-16=-183/901, 15-16=-82/328, 14-15=-82/328, 13-14=-1115/1372, 12-13=-1115/1372, 11-12=-1915/1335, 9-11=-1893/1325 WEBS 3-16=-60/284, 4-16=-428/703, 4-14=-1490/1235,5-14=-1087/1385, 5-12=-3108/2200, 7-12=-468/454, WEBS 3-16=-60/284, 4-16=-428/703, 4-14=-1490/1235,5-14=-1087/1385, 5-12=-3108/2200, 7-12=-468/454, 8-12=-357/342, 8-11=-353/292 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 233 lb uplift at joint 2, 1068 lb uplift at joint 14 and 661 lb uplift at joint 9. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard Ruby -Fleas, tlrrrtyd. rnka he `dl"t^ T 5sF3' .:E['".6ER3At Iit4 8 ]nCIII.gt;CS?ON "tLi't9dGC^a:EGa'uflT hra. hret&aqv paa,. ,mred rksn,?•est Ce. yr GrtwrmlfGG; aw Rttmwr t.trx#IL. {.-Ivaco iaea Edae c. 4r1<ss dfaise Melu Rs tCd,ult ddek<mmt yldts sitlikt=. iP'pChla dd-As i. OtQFyn -. ,ye hEali,tl xln'6G rgrrmsma:gevc dh tdt - Itrti iq ,w tlu`h tar %ck pti ffiesrylt' iy]HM1GG It ue fliT it y phc-i lci. to-ttm':M Anthony T. Tornbo III, P.E. Iopd lko ,Ra G"se Samka-Nywf M1a WIImyC g ,n¢ I.. d3 Q R % Ihi 1' ;Ifq rda at i{"1 6a ""d h FAD emj Atlitl i t hd t"L' l k y t I b ad ktltt { ' ldid ? BOCi83Rt,1lh"G ".o(r *AGd - dh WIN ate F.A";eip.l Itek'!q(apenl stlr >dt t,.ItN totl,kttlE lSSJ at vela dkry dpatot, PFltdrtss tkt tryns'xwlnn nd kXtsdtl l-., s ptr;.ns-8<..gr;ydeaeulrsis 4ueh.hra. edess aRnRhe fnUNt;anec qr ywar.rtre h, dl ernes hrtivd Frt [,,, Oa;n Feyixtr isl nklr.diq Geegxr 7 ,sees, Erpwa dttyhltivg. JI s{iklek hra, ners4rhrel»'ill. 4451 St. Lucie Blvd. Fort Pierce, FL 34946 oppight 0 2016 A]Roof Trusses - AnhonyLI mbo ill; P.E. R'Fiaulim. dthis dowmant. inonytoloo s paohihiled xihoulrhe waineo peamissioe hem A Real Trusses-A'Any 1. lambo 31; P.E. Job Truss Truss Type Qty Ply HOMES /SANTA ROSAXR5SRCLMM07Hip11A0071183 AN Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 7.630 s Jul 28 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:28 2017 Page 1 ID:fXMofrMa Vb?Z7FFUeY3_Ndzeg Nj-KHkNQ?DOk4wS8?j 1 QFmB E IOgYmU Ip3nT2ldOmozTppz 4.00 12 5x6 = 3x4 — 4x4 = 3x6 = 1.5x4 II 5x8 = 3 . 5 a 7 8 3 3x6 = x4 = 15 4x6 II 300 = , L 1.5x4 II 3x6 = 3x6 = Dead Load Defl. = 3/16 in 3x6 = s 0 Plate Offsets (X Y)— [2:0-1-2 Edge] [8:0-3-0 0-2-8] [9:0-0-2 Edge] [13:0-3-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.35 11-22 >749 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.32 11-22 >802 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(TL) 0.02 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 175 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural woad sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 640/0-8-0 (min. 0-1-8) 14 = 1881/0-8-0 (min. 0-2-4) 9 = 798/0-8-0 (min. 0-1-8) Max Horz 2 = 59(LC 12) Max Uplift 2 = 232(LC 8) 14 = 1057(LC 8) 9 = 666(LC 9) Max Grav 2 = 654(LC 23) 14 = 1881(LC 1) 9 = 809(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-745/196, 3-4=-621/256, 4-5=-964/995, 5-6=-560/1124, 6-7=-560/1124, 7-8=-560/1124, 8-9=-1211 /1779 BOT CHORD 2-16=-136/631, 15-16=-85/458, 14-15=-85/458, 13-14=-995/1222, 12-13=-1542/1081, 11-12=-1542/1081, 9-11=-1522/1073 WEBS 3-16=-214/389,4-16=-533/743, 4-14=-1146/919, 5-14=-1082/1378, 5-13=-2311/1668, 7-13=-401/367, WEBS 3-16=-214/389, 4-16=-533/743, 4-14=-1146/919, 5-14=-1082/1378, 5-13=-2311/1668, 7-13=-401/367, 8-13=-602/751, 8-11=-401/316 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 232 lb uplift at joint 2, 1057 lb uplift at joint 14 and 666 lb uplift at joint 9. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/" gypsum sheetrock be applied directly to the bottom chord. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard ZtIh g nx xiMnwCir 2rk.sne'}IEfl.'tln`•d"Si;F'„iErlilIUFSCi.lA6 n..'S:Jf'flNiWYf UCn:"6iELAYEkP We htnths'p p'ie±nrzarre loses a.etl stC -; C rq;tm;midnt kr(Amr l.tult C:; n idernrt Sitt!Geh _wants aldtt'a6e;ShIm1Ei lCD. afr aa;ze; mxrlrn;:'I}eacx wr nF-ceaxent asrrtess wsp rrr si_,'rears Fs w,ne,rfia rt'os«pa:msaraeknue afnr Ere=<c.rw„sym Eyr..,w,atit•.ml nc irutndcnsn*r dee3 Fe net6rnrf.a&I tnt. t nq.a Fap .:Imczr urraruc.;absM Anthony T. Tombo III, P.E. wn. s-atrEro n r lame nu.. «,nrau g.,nr<nrarennaralrnlllq<darrrngr.IPnmor gla nr avgalrmyl I I eF ika klm TB0083 nra-0u o e[eerl {n senavtg 13xru d I dklfgcl—IS6nlde r 1ISrgdh sir usrarin r r l .InIA" 445:St. Lucie Blvd. enen. s. afdre9fy}:eMl ep rn,evrugal}ane3lo.n>i tar... oesn Earnrene.inei,:uwro<si nilry S,:fn. Es mse a mwll:ll rad sd a.. e. ss l rrl+n.l tort Pierce, EL 34a46 oprrigkt 291641 RaatLussas An7hony T.Lmho III: P.E. Revodunian of this document inany form spmhhitad withounhe wrinsn per®issioa 6om At RaafTle - Aaihany T. Ismho ill: P.E. Job Truss Truss Type Qty Ply HOMES / SANTA ROSA XR5SRCLM M08 Hip 1 1 RYAN A0071184 Job Reference (optional) i Roof Trusses, Pon Pierce, FL 34946, design@altruss.coi 5x6 = 4.00 F12 Run: 7.630 s Jul 28 2015 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Wed Apr 05 09:43:29 2017 Page 1 I D:fXMofrMa Vb?Z7FFUeY3_Ndzeg Nj-oU I IeLEOV02l m81 EzyHQn WYtN91XYSGcHyNZJEzTppy 3x4 = 3x6 = 4x4 II 5x6 = s 6 > A Dead Load Defl. = 3/8 in in 4x6 II 13 3x8 = 3x6 = 3x6 = 4x6 = 3x6 = 3x8 = Plate Uttsets (X Y)— 12:0-3-0,Edgel,16:0-1-12 0-1-81 10:0-3-0 Edge) [16 0-1-12 0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.68 Vert(LL) 0.54 12-14 483 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.61 16-19 359 240 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.02 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 184 lb FT = 20 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. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-16, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 598/0-8-0 (min. 0-1-8) 14 = 1961/0-8-0 (min.0-2-5) 10 = 761/0-8-0 (min. 0-1-8) Max Horz 2 = 71(LC 12) Max Uplift 2 = 212(LC 12) 14 = 1101(LC 8) 10 = 641(LC 9) Max Grav 2 = 635(LC 23) 14 = 1961(LC 1) 10 = 787(LC 24) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-854/349, 3-4=-414/130, 4-5=-342/148, 5-6=-342/148, 6-7=-928/964, 7-8=-812/1413, 8-9=-904/1435, 9-1 0=-1 347/1871 BOT CHORD 2-16=-323/765, 15-16=-964/1238, 14-15=-964/1238,10-12=-1659/1231 WEBS 3-16=-458/550, 4-16=-257/386, 6-16=-1001/1345, 6-14=-1041/888, 7-14=-1296/1692, 7-12=-11661779, 9-12=-461 /614 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) w 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 212 lb uplift at joint 2, 1101 lb uplift at joint 14 and 641 lb uplift at joint 10. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y" gypsum sheetrock be applied directly to the bottom chord. 8) WARNING - Please thoroughly review the "A-1 ROOF TRUSSES ("SELLER), GENERAL TERMS & CONDITIONS CUSTOMER ("BUYER") ACKNOWLEDGEMENT" form. LOAD CASE(S) Standard ffu riag File Mu:ri!¢re.k.. Gie'A I10"."ICSs3 S.-3.SE63A: r':W55;DAP II.tli:JS'OM fCf t` [ROnEIAY{kTh:afe:drce ig w ea hr, us rxl x4s a"; Lass Ce ige DrtwapCP;,Mtletmxr l.fuiEe tl;#:.Irteae iverleiue u. trkss eDn«s<:ztel a Me l:A,xip Nit«coattar ticks sidla as<ife: dh auk dR. Aseinss Des [qa fe:nFy &gix d of exr fa; Irc relsxe<:ryhx dtk Ps` skxl xgin rng +mt-,klx.'kd i el de su'pai di b re de tDt It Xt. I'.:e Da aµa 4xug ifi .ndEi:m Anthony T. Tornbo II1, P.E. neFlh W. tilD M 4x IM 0NG r.0 Am d o, Mqo ,rsde ueltf- if IsIffi Afk lest' Ilmgrd=W fit Ike n 10I INnt DaN 161. uNiq Wiq.1 i 1k sort kde gee"]Ata T8088? d<fr.Il D gx fkeeen AD eC :ahagce/DC IDzfttS ei;tl al tkklds{(spx..Ik!eN l f Dan I(SPIgesM1 kill !>&A, .eln e.N, frii fKluh deesixsnlmes xl RfiesAd ira,,o•k3er,.as De pwaeer eae lrFsRazh;l erks, 445i St Lucie Blvd. Zt odexts. ceFaedkr:xntl greNs7 rs witu krtl y,lies'rveleN. ix Lm,Desx Legaw is R.ItkkMieg Design Lastsl.. Fags. VItrtAR- III «fed !: a, xex ddld'rt. TII. feprright `J 241& A -I Roof (rosin Arthony i.1 mio ilt?.f. Reprodumbn athis dotort nt, in ony hsm, is prohibited r. A.Ivhe wtitlen pumisswo from V hoof ftossn- Aethony i. l.m:o ill. P.E, Fort fierce, FL 34946 JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION I STDTL01 CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach End Jack's I w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC 75 0 ti Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC 3ch Corner Jack's 2) 16d Toe Nails TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) q rr.or prr R If C f55 M Gh Lt tx a avm xi3 x i #i 'CUYnt 3t s,gcaat ,cu •tesmaze 1st tt.e ! mltsrs ae4r.i.i t +k:;§e6 @ sea kEzk xrty ,ut mp T,. EJD e wi. k a [s.e;rs*x ,€x.Spe,at. fz. e `N utl eri;Gt rsreg sae cKse x.avwA a aP ,ass ,-.tu ix r sl .rqt>5 4, Wr Ee7 aa+f`:E 7ji i 2 r, pa.'m9 u* fa ..#'N r,nL'roriyT 7€Tt ii1; r.E. :. 3 2°.% SR ltPi i`F ,[S$[I:}lllf Mt Rx SRdA YS°F £#Ct`dS+F t h'4f W^e lit 9f 6.e IF QfiY IIXd HkiP+sF ikdiPFl ! GYj-:E'xdPT.i CS P'xIQ bt .S, k4nf tMS' 4 Kip '1 d£tlt ji@4.C ii+tSONYe K r rtr3 j BItax p wi dt: sash adtss sere.wi ! A ra. `}irm i 'S._f isms iP sfv.Rs €, ecsib 1P4€t _at, sr a7 rmiA t n.iiG x- ache. aet... adu' 4451 St. Eu eE) d, aSs+. a : Fitctc".i ais[a'e • h es.. aA x.LTii35 L, y :: ii Lba36e.w Msya T:atj s a FeK l ae,ek dl dal BH. xva,€ Ehr_#s €#& ,: oft Pi r e. F_ 3,.;.6 y: Coelr aM 2Jid ;IBCrItr-•sus D'aap i<iumh¢Iti, p.f, t ,m#xGiaa af Ziskiaxraat.o aqt .,is t>A;GEn ihoj"tt mlft, prr.-sv t,lit. k!beTtowx Midmr TmA.MAL January 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTL02 MIAMI-DADE CORNERSET SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772-409-1010 Attach King and End Jack's w/ (1) LSTA12 Twist Strap @ TC w/ (10) 10d Nails Min. Per Strap and (3) 16d Toe Nails NOTE: IN ADDITION TO STRAPPING TOENAIL BOTH CHORDS OF CORNER JACKS TO CARRYING MEMBER PER THE FOLLOWING SCHEDULE: 2X4: (2) 16d Toe Nails 2X6: (3) 16d Toe Nails LSTA12 TWIST STRAP W/ MIN. (10: MANUFACTURER'S RECOMMENDE JACK/CORNER JACK (TYP.) NOTE: CONNECTION DESIGNED'IN ACCORDANCE WITH FBC 2321.6-2321.7 PROVIDING METAL STRAPPING (FLORIDA APPROVED PRODUCT) TO RESIST MIN. 700LB UPLIFT AT ALL CONNECTIONS IN HVHZ Attach King and End Jack w/ (1) HJC26 Hanger on BC. Attach Corner Jacks w/ (1) LSTA12 Twist Strap @ C and BC (Typ) w/ (10) 10d Nails Min. Per Strap HIP OR KING JACK (TYP.) xm s ;. z>i- axs Ca k l t i lLRDSE'4€ t C nzS }k€ t Sd kzal€1tY C ,. Q Yi CA % k:'A-,I `}n fir} h -tk ns>keimaskk .i of H. a TT6 .tat Sm'wxt t> (Lw Yy e, Ee6.a: r2. Qa' e5ce x 9att i8 tgNQsikld-1 ski _i tW ts,3:ld t I} 'k-.Qe a:r '4Q+e}t uvsaspsmet d.smS a atzszq aatstkskgide.xgl x. ri-zzli` : vtf it k-ttSY¢9c4 mcd 3:'+``i1 ub51,y . me;edstys a Miie c 7 i en § 'tarp% .i : t,gnonx T,:Tarrts 111, P,P. x€cecro,rkrt Y' B Is Pn ssu eater:! s to 3r e t#ua-eud k)res 'fr9 J3z 15M tc ta*t avtil Ws uvt #fit Na zsi.9resakxa Elad. : ., (3EtfA ntgpytas' y4ed e'i.r @sagxx} #t;`'ttl 9 Qs ;eca k 4$ ,ryaeeiln rsit FN".,fP d°r tatsex sea n& J` } ermF_ 349:6- fitv,Dld k•3 icat reset kA t_Tnab%aRpIUl. ". a9k.in,dl iemyea&p ;ina¢TIaVu,pc5,6¢taieriilwuktEe.vVtA eim.u.0 tIN 44 Ee UMS-,;, H bhgyilcaj&J?F .. ieY _ ..._ .. :;; FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 OIAG. BRACE AT 1/3 POINTS IF NEEDED ALTERNATE GABLE END BRACING DETAIL ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD HUKILUNIAL tJXALt SEE SECTION A -A) TRUSSSES @ 24' O.C. 1'-3'MAX. \ HITECT ALL ROM \•s. _ticr .;,,:>. r7mn Wet I IT IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARC TO DESIGN THE CEILING DIAPHRAGM AND I ATTACHMENT TO THE TRUSSES TO RESIST OUT OF PLANE LOADS THAT MAY RESULT F THE BRACING OF THE GABLE ENDS. STDTL03 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 (MIND. PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL 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. VERTICAL NAILING SCHEDULE: FOR WINO SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. T^"— URAL TRUSS ZTI In STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACINGNGABLETRUSS / MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR/ STRUCTURAL GABLES WITH INLAYEO STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS FEBRUARY 17, 2017 J: ww A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 STANDARD PIGGYBACK TRUSS CONNECTION DETAIL STDTL04 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WINO CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AN 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 SPACE 24. O.C. OR LESS PIGGYBACK TRUSS - REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 3' X S' 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 3' 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. FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34945 772-409-1010 SEi TRUSS OF 10d TRUSSED VALLEY SET DETAIL - SHEATHED GABLE ENO, COMMON TRUSS, OR GIRDER TRUSS DETAIL A GENERAL SEPCIFICATIONS: STDTL05 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 4.5' W545 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. VALLEY TRUSS GABLE ENO, COMMON TRUSS, OR GIRDER TRUSS WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WINO DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS45 (1/4' X 4.5') WOOD SCREWS INTO EACH BASE TRUSS. FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 VALLEY TRUSS TYPICAL) SE TRUSS OF IOd TRUSSED VALLEY SET DETAIL GABLE ENO, COMMON TRUSS, OR GIRDER TRUSS 1 11- " NO SHEATHING) N.T.S. P 12 SEE ETAIL 'A' BELOW (TYP.) STDTL06 GENERAL SPECIFICATIONS 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. DO NOT USE DRYWALL OR DECKING TYPE SCREW. 3. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE PER DETAIL 'A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. BASE TRUSSES GABLE ENO, COMMON TRUSS, OR VALLEY TRUSS GIRDER TRUSS TYPICAL) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 14G MPH WIND DESIGN PER ASCE 7-10: 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WINO DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO LISP WS3 (1/4' X 3') WOOD SCREWS INTO EACH BASE TRUSS. FEBRUARY 17, 2017 TRUSSED VALLEY SET DETAIL I STDTI-07 HIGH WIND VELOCITY) A-1 ROOF TRUSSES 4451 ST_ LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ATTACH \ TRUSSES WIT1 WIND DESIGN PER ASCE 7-98, WIND DESIGN PER ASCE 7-10: MAX MEAN ROOF HEIGHT = 30 F CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCRE MAX TOP CHORD TOTAL LOAD = Du rnr MAX SPACING = 24' O.C. (BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACEO 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 NON -BEVELED MAXIMUM 6/12 PITCH BOTTOM CHORD o u oe CLIP MUST BE APPLIED TO THIS FACE WHEN PITCH EXCEEDS 6/12 MAXIMUM 12112 PITCH) FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, 6' O.C. VERT STUD SECTION B-B 772409-1010 I TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. STDTL08 VERTICAL 2X6 SP OR SPF STUDP2X4 2 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED 6' O.C. 2) 10d NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - 10d NAILS 12 PROVIDE 2X4 BLOCKING BETWEEN A Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO A BLOCKING WITH (5) - IOd NAILS El 7f(4) Bd NAILS MINIMUM, 6 3X4= PLYWOOD SHEATHING TO 2X4 STD SPF BLOCK v c 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 ENO TRUSS AND WALL TO 12' MAX. BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. 'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF IAPHRAGM 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 MIOSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) IOd NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. OIAG. BRACE - 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES. IF NEEDED 10. 10d AND 16d NAILS ARE 0.131'X3.0' AND 0131'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 2X4 SP #31 STUD 12" O.C. 3-8-10 5-0-11 6.6-11 11-1-13 2X4 SP #31 STUD 16' O.C. 3-3-10 4-9-12 6.6-11 9-10-15 2X4 SP #31 STUD 24' O.C. 2-8-6 3-11-3 5-4-12 8-1-2 2X4 SP #2 12" O.C. 3-10-15 5-0-11 6-6-11 11-8-14 2X4 SP #2 16" O.C. 3-0-11 4-9-12 6-6-11 10-8-0 2X4 SP #2 24" O.C. 3-1-4 3-11-3 6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END ISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ROOF SHEATHING I v ('2) - AILS lOd L TRUSSES a 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. HORIZONTAL BRACE SEE SECTION A -A) ENO WALL T-BRACE / I -BRACE DETAIL FEBRUARY 17, 2017 WITH 2X BRACE ONLY NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 907 OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE / I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON TWO-PLY TRUSSES NAIL TO BOTH PLIES) NAILS STDTL09 BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 ]-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 nnArrr SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772-409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM ENO TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENOS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING \ NA TTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH EB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD ILS (0.131' X 3') NAILS (0.131' X 3'). I NATTACHAILS (0WITO VEXRT 1' AFL BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - IOd NAILS ( 0.131' X 3') TRUSS 2X6 4' - 0' WALL STRONGBACK ( TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH ( 2) #12 X 3' WOOD SCREWS 0. 216' DIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - IOd NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE. FL 34946 7724109-1010 LATERAL TOE -NAIL DETAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO AS SHOWN). 2. THE END DISTANCE, EDGE ISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 z 135 93.5 85.6 74.2 72.6 63.4 0J 162 108.8 99.6 86.4 84.5 73.8 ri 128 74.2 67.9 58.9 57.6 50.3 z00J 131 75.9 69.5 60.3 59.0 51.1 n 148 81.4 74.5 64.6 63.2 52.5 N M STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE -NAIL. SIDE VIEW APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. ( 2X4) 3 NAILS EXAMPLE: NEAR SIDE 3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD FOR LOAD DURATION INCREASE OF 1.15: NEAR SIDE 3 (NAILS) X 84-5 (LB/NAIL) X 1.15 (OOL) = 291.5 LB MAXIMUM CAPACITY NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00' ANGLE MAY VARY FROM 30' TO 60' 45.00' SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE 45.00' FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 2. THE ENO 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. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP DF HF SPF SPF-S L7 131 59 46 32 30 20Z O 135 60 48 33 30 20 LQ 162 72 58 39 37 25 J S 128 54 42 28 27 19 z Z 131 55 43 29 28 19 W 148 62 48 34 31 21 J_ 0V Q Z 120 51 39 27 26 17 Z 128 49 38 26 25 17 O 131 51 39 27 26 17 J 0 M 148 1 57 44 1 31 1 28 20 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 WIND FOR WINO OOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 L8 MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION. USE (3) TOE -NAILS ON 2X4 BEARING WALL USE (4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S] SIDE VIEW TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY END VIEW IL NAIL NAIL FEBRUARY 5, 2016 o. A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0x1+ TYP 2x2 NAILER ATTACHMENT I STDTL13 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. 0 April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 24" o.c. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES [:: STDTL 14 4) 12d MAX 3011 (21-611) 2x6 #2 SP (Both Faces) 2411 O.C. SIMPSON H5 UsnM YM tem ug r3, t p0 i15SL. St. S" CKeA lIlYfl tU'i 4R-i.Y^S p'i A.t%T%'S SMc%7 b+ i p kt. Niutsk 1 vE4i g instyfl'`s ta 'Ms±tf a#ii ia8sx, dkkree 4b2 w1.<ss i3af pt7D: ft d.`N.ewe eMr 4tab .a iDDb k.itK f W y£nbt E 'a±wsN, .igee<e nC'Gt rfp #x aeeya..ae ar q6, beE<Wx9tt 4e gsMnv¢ m 5m hsanea,pa uegk#t: dH"k M f4n e eix l fF a.4aEm 'w sfnnaw - AntfiCny T. T. :Ii; P E. J4t¢k,ge a3 >mxw.iw atts,a±W kdt iTD mtiM 1^i''rdp.ul d &[j.yt wxn±ikn±a nl IX,9i :a y tJik re e#iraN r d to aA+s # , ,d4^e at a.asn3e „ ai, Ca M`:±wi x Lucietas.i:ea9aes essau, z rr,.s the .. is, m, - aa5P . _L 3491FaitPie±..e. FL 3A9>:6siaigpi-ft, lglhk i %ua((±ns.Ss kmhae,( icc:.'i[id. &adsmsrs aCris daaaua.naRyi m,s pioh ed w,tgoat.As €+:Reap ,a ss,»n isem A7 [Doll xssas Ax±hser l.iaai6a ijl, I.t FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 48' 3657 5485 3346 5019 2829 4243 2898 1 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (.131' OIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C IOd NAILS NEAR SIDE 10d NAILS FAR SIDE m TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DONOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE ENO DISTANCE, EDGE ISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 URATION FACTOR: 1.15 SPACING: 24. O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL ENO BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, F) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES J i 11 A -1 ROOFAgo "TRUSSES A FLORIDA CORPORATION Important Notes / Please Review Prior to Truss Installation: 1 ) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007; WTCA 1 -1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and `SCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 12) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010Office 772-409-1015 Fax www.A1truss.com STRUCTURAL 0NN F(-T0R S' A IV ek' Company+ Hangers Allowable Load (Ibs) DF-L / SP LSL LVL PSL SPF I -JOIST USP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule Tl JUS24 1881, 655 750 820 510 4) - 10d (Header) FL821.39, 2) - 10d (Joist) 11- 0510.01, RR 25779 LUS24 670 765 825 490 4) - 10d (Header) - 2) -10d (Joist) T2 JUS26 1881, 850 975 1060 1115 4) - 10d (Header) FL821.42, 2) - 10d (Joist) 11- 0510.01, RR 25779 LU526 865 990 1070 1165 4) - 10d (Header) 2) -10d (Joist) T3 MSH422 1831, 2025 2025 2025 22) - 10d (Face - Face Max Nailing) FL822.36, 6) - 10d (Face - Top Max Nailing) 08- 6) - 10d (Joist - Face Max Nailing) 0303.06, 6) - 10d (Joist - Top Max Nailing) RR 25836 4) - 10d (Top - Top Max Nailing) 13116-R THA422 2245 2245 2245 6) -16d (Carried Member - Face Mount) 6) -10d (Carried Member - Top Flange) 22) -16d (Face - Face Mount) 2) -16d (Face - Top Flange) 4) -16d (Top - Top Flange) THA1422 1835 1835 1835 2) -10d x 1-112 or 2 -10d x 1-112 (Carried Member) 20) -10d or (2) -10d (Face) 4) -10d (Top) T4 THD26 1781, 2485 2855 3060 2170 18) - 16d (Face) FL13285.35, 12) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 11) -10d x 1-112 (Carried Member) 20) -10d x 1-112 (Carried Member- Max Nailing) 20) -16d x 1-112 (Carrying Member) 20) .16d x 1-112 (Carrying Member- Max Nailing) m STRUCTURAL rOININFC-TORS' A Wak' Company Hangers Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST LISP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS26-2 2785 3155 3405 1550 14) -16d (Face) 6) -16d (Joist) HTU26-2 2940 3340 3600 2175 20) -10d (Carried Member - Max Nailing) 20) - 16d (Carrying Member - Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 28) - 16d (Face) FL13285.35, 16) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 26) -10d x 1-112 (Carried Member - Max Nailing) 26) -16d (Carrying Member - Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS28-2 4210 4770 5140 2000 22) -16d (Face) 8) -16d (Joist) HTU28-2 3820 4340 4680 3485 26) -10d (Carried Member- Max Nailing) 26) -15d (Carrying Member - Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS46 2790 3160 3410 1550 14) -16d (Face) 6) -16d (Joist) S STRUCTURAL A Wak' Company Hangers Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST LISP 160% Label Stock No. Code Reports 100% 11S% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS48 4210 4770 5140 2000 22) -16d (Face) 8) -16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 13116-R HGUS26-2 4355 4875 5230 2155 20) - 16d (Face) 8) -16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 HGUS26-3 4355 4875 5230 21SS 20) -16d (Face) 8) -16d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 36) - 16d (Face) FL821.77, 10) - 16d (Joist) RR 25779 13116-R HGU528-2 7460 7460 7460 3235 36) -16d (Face) 12) -16d (Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 36) - 16d (Face) FL821.75, 10) - 16d (Joist) 06- 0921.05, RR 25779 HGUS28-3 7460 7460 7460 3235 36) -16d (Face) 12) -16d (Joist) 41 SP STRUCTURAL CONNECTOR . ONN CTORS. A MTek` Compainy Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners 4) - 10d (Header) 4) -10d (Header) Tl JUS24 LUS24 2) - 10d (Joist) 1) -1Od (Joist) 4) - 10d (Header) 4) - 10d (Header) T2 JUS26 LUS26 4) - 10d (Joist) 4) -10d (Joist) 22) - 10d (Face - Face Max Nailing) 6) - 16d (Carried Member- Face Mount) 6) - 10d (Face - Top Max Nailing) 6) -16d (Carried Member- Top Flange) T3 MSH422 6) - 10d (Joist - Face Max Nailing) THA422 22) -16d (Face - Face Mount) 6) - 10d (Joist - Top Max Nailing) 2) -16d (Face - Top Flange) 4) - 10d (Top - Top Max Nailing) 4) -16d (Top - Top Flange) 11) -10d x 1-112 (Carried Member) 18) - 16d (Face) 12) - 10d x 1-1/2 (Joist) 20) - 10d x 1-112 (Carried Member - Max Nailing) T4 THD26 HTU26 20) - 16d (Carrying Member) 20) -16d (Carrying Member -Max Nailing) 18) - 16d (Face) 14) -16d (Face) T5 THD26-2 HHUS26-2 12) - 10d (Joist) 6) - 16d (Joist) 28) - 16d (Face) 26) - 10d x 1-112 (Carried Member- Max Nailing) T6 THD28 HTU28 16) - 10d x 1-1/2 (Joist) 16) - 16d x 1-112 (Carrying Member - Max Nailing) 28) - 16d (Face) 22) -16d (Face) T7 THD28-2 HHUS28-2 16) - 10d (Joist) 8) - 16d (Joist) 18) - 16d (Face) 14) -16d (Face) T8 THD46 HHUS46 12) - 10d (Joist) 6) -16d (Joist) 28) - 16d (Face) 22) -16d (Face) T9 THD48 HHUS48 16) - 10d (Joist) 8) -16d (Joist) 20) - 16d (Face) 20) -16d (Face) T10 THDH26-2 HGUS26-2 8) - 16d (Joist) 8) -16d (Joist) 20) - 16d (Face) 20) -16d (Face) T11 THDH26-3 HGUS26-3 8) - 16d (Joist) 8) -16d (Joist) 36) - 16d (Face) 36) -16d (Face) T12 THDH28-2 HGUS28-2 10) - 16d (Joist) 12) -16d (Joist) 36) - 16d (Face) 36) -16d (Face) T13 THDH28-3 HGUS28-3 10) - 16d (Joist) 12) -16d (Joist) US P STRUCTURAL CONNECTORS* A MiTek'Company 7. 4 rc P, JUS24 JUS26 MSH422 V 1E I THD26 THD26-2 THD28 IT THD28-2 THD46 THDH26 2 x Dw, A-10 Ji THDH26-3 THDH28-2 THDH28-3 REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@altruss.com. NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very helpful. Engineering sheets with the damage or issue noted are required. 1. If there are any special circumstances (sheeted, trades in, etc.) please make sure you note it on the drawing or email request. 2. We cannot provide sealed drawings for "field built" trusses. 2. See details below. BREAKS U .e-t inc o, r r toS34 RING CONDITION. DrawM. cr d bearing, nd NG I DAMAGED PLATES TRUSS MODIFICATION I t t slam- r Inns shn f t a€ r pe. tv, s cc Ica^aC c C platc, t`at reeds as deiailp l4x6asai iris111x3_ FP ' 3x3 11 1.5x4 11 1.5x4 11 5x62M=F 6` 8 1'0 11 12 r ° 2.2 21 r ° 20 19 1 17 16, 15 14 7 1`t2 TOO LONG 1.5x4 11 3x6 = 1.5x4 11 1:5x4 11 j2t3 3x6 = 3x6 FP= 3x4 = 3x3 = 4x6 = uan_ •=s ,. MEMBER SPLIT: Denote Pxact location of s,)) t. and rovidaan approximate e, gth. 3x4 5 E 2 '" \ BREAKS lUse a t,nato nc°te the exact IGcaflion, of the break 3X4 MISSING'I DAMAGED PLATE& 7 Cirr. e p'a'e that necks addressed. 3 v W 18' 8" 21' 4" U U J1L V U C 1 J3L 0 in 3 oa as a r- aca M 7 08 i e 1 6 2' 0 2' U' 2 0' .: 2' 0" 6' ' 2' U 2 U j 2' U" 2' 0" 2' 0" 1' 1 " 1' 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" Z.1 FLU C o i t_. 13 01/4 jc- III 1 111/4 FG2-S 101/4" TtnB G FwG III ... III lt-..._.... I _- ..... F1,05 6 2, 0" TO" 2- 0 }Zc1 III......._.. III r o I I i FLOS III III i I FL05 AI III FL05I I I I i III FLOS I11101/4" s FL.03 03 03 G03G 04G P..._. lA a Knee Wall r D" 8- B" By Bldr 19.4" 40' 0" It s 38...... 5 $ 8" 41.z.,6 Jam; L' 01 f ruv f.u. LtUUtK WNNtl 11— U1 tlU 1LUt- c o - - GravitY (> 5,0004) / Uplift (> - 1,000#) (UNLESS NOTED OTHERWISE) m - Horizontal (> 350#) * NOTE: ALL CEILING DROPS BELOW BEAM ARE e - BY BUILDER (UNLESS NOTED OTHERWISE) NM: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.Q. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER 15 REPSONSIBLE FOR THE i= Es o >_ d e, STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. _ - _ REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGSFORGRAVITYANDUPLIFTLOADS. - FOR BRACING & ERECTION DETAILS REFER = TO BCSI-03 AhD/OR ENGINEER OF RECORD - - m- e REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING NOTE: UPLIFT CONNECTIONS FOR ALL COMMON _ TRUSSES BEARING ON ANOTHER TRUSS TO BE LS; _ - STRAP (BY OTHERS) UNLESS NOTED OTHERWISE ' EXCLUDES VALLEY AND PIGGYBACK TRUSSES) A; JUS24 H THD46 e - eo B JUS26 MSH422 E THD26 MUS26 - U i THD28 © JUS24 2 _an i il. 0 e E CJ1 , CJ1 (E THD26-2 THD28-2 o _ CJ3 _ CJ3 2 - m - - JUS46 - - - CJS CJS LO AIDING ROOF FLOOR WIND LOAD CJ5 C1v LIVE LOAD 20 40 ASCE 7-10 - A01 s 1 - = p o c.i DEAD LOAD 10 10 15O MPH EXP C F Q LIVE LOAD 10-A' 0 CATEGORY II - A02_Q --s z _ mo 2 _F - yl{ c=.i DEAD LOAD 10 5 ENCLOSED EEa Ao3 TOTAL LOAD 40 55 FBC - 2014 - - - - DURATION FACTOR 1.25 1.00 TPI - 2007 _ A04 _ REV DATE BY REMARKS REVISED FLOOR SYSTEM FOR NEW FIREWALL - - - ry = 01 07/17/2015 JT ' a _ DETAIL A05 o i 02 04/05/2017 ECC REMOVED FIREWALL DETAIL/2X680TfOM- N - RI860N ONFLOOR TRUSSES. _ row A06- o A05 04 ....... d 703 It is understood that above conditions have been reviewed APPROVED _ o r ?' d. _ & are acceptable for the m - A02 _ fabrication at trusses, APPROVED AS NOTED _ elevations,pitches, overhangs, REVISE AND RESUBMIT - - fascias,ceiling - Am - elevations/pitches, bearing - REJECTED conditions & all detail pertaining o e _ to this truss placement plan. No back charges will be accepted = -- - CJS CJ5 without previous written DATE _ S _ _ - - - approval from an A-1 Roof - o - Trusses representative. REVIEWED BY C)3 CJ3 PLAN DATE ARCH: 02/26/15 STRUCT: 02/26/15 2 c - c i cJl CUSTOMER RYAN HOMES _ _ _ ` e m 40'0" Jos NAME SANTA ROSA "C" caRACJrR7car - - _ _ E a E e - OPTION(S) . L4NA1/M0RN#VGR00Af COMMNTY LOT# - mY e ate_ -ram e 51 -- BLDG BLDG - TYPE # = m m m - HATCH LEGEND Joe # _ MAsrER, XR5SRCLM m - - o 8'- 8'1 A.F.F. y,,. i3 _----____- DRAWN SCALE E onTE 03/03/2015 m - - lT NT. 16' - 8" A.F.F. 1 0 1 18' -1 7/8" A.F.F. AREA I CALC FLOOR 1353 TA-1.-1R13OCF e m ROOF 253737 FASCIA 400, E HIPLINE 1581 AFLORIDA CORPORATION --- VALLEY LINE Ph 772-409-1010 / Fax 772-409-1015 - _ _ RECORD COPY City Sanford M Building and Fire Prevention Product Approval Specification Form 17-1393 Permit # Project Location Address 1 10 - NG 4NFORD LPARIIO As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your Focal product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2/15000.3 Sliding Ply Gem 4780 FL 14634-R1 Sectional Wayne Dalton 9100 9174-R9 Roll Up Therma Tru Benchmark 15225.2 Automatic Other 2. Windows Single Hung Ply Gem 3753 14743-R1 Horizontal Slider Casement Double Hun Fixed Alenco 705 FL 12983.1 Awning Pass Through Projected Mullions Ply Gem 3700 15264 Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description(including Florida Approval # decimal) 3. Panel Walls Siding Soffits Aluminum Coils Vented Alum 12194-R1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Certain Teed XT-25/Landmark 5444-R4 Underla ments 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 Other June 2014 Category/Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Vicky Otero Please Print) June 2014 CQnstrUctidn Pr4ducis 1. Product Name Grace Vycor® Plus Self -Adhered Flashing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fax; (410) 431-7281 www.graceconstruction,com www.graceathome,com 3. Product Description BASIC USE Grace Vycor® Plus Self -Adhered Hashing is a self-sealing, fully adhered, composite flexible flashing designed to protect critical non -roof details from air, water and moisture infiltration. It provides an excellent positive seal around the outside and inside of doors and windows and can be used to seal joints, seams, holes and other undesirable openings in wall systems. COMPOSITION & MATERIALS Grace Vycor Plus Self -Adhered Hashing is a 25 mil (0.64 mm), cold applied, self -adhering membrane consisting of a 3 mil (0,07 mm) high density, cross -laminated polyethylene film coated on one side with a 22 mil (0.56 mm) layer of rubberized asphalt adhesive. For ease of application, the rolls are interwound with a disposable silicone coated release sheet. The flashing is a dark gray -black, Grace Vycor Plus Self -Adhered Hashing is now available with RIPCORD1, a cord embed- ded in the adhesive layer that allows split release on demand. RIPCORD makes the mem- brane installation faster and easier and enables proper integration with the other waterproofing elements of the wall system, Priming is generally not required for most substrates provided they are clean and dry, However, on concrete, masonry and DensGlass Gold® apply Perm -A -Barrier® WB Primer. If adhesion is found to be marginal, also prime wood composition and gypsum sheathing with Perm -A Barrier WB Primer, The coverage rate for Perm -A -Barrier WB Primer is 250 - 350 ff2/gal 6 - 8 M2/L), SIZES Grace Vycor Plus Self -Adhered Flashing is available in 78 (229 m) rolls in widths of 4", 6", 9" and 12" (100, 150, 225 and 300 mm). The 411 100 mm) width is packaged 18 rolls per car- ton; the 6" (150 mm) is packaged 12 rolls per carton; and the 9" and 12" (225 and 300 mm) are packaged 6 rolls per carton, LIMITATIONS Grace Vycor Plus Self -Adhered Flashing must not be applied in areas where it will be per- manently exposed to sunlight, and must be covered within a reasonable amount of time not to exceed 30 days. Grace Vycor Plus should not be used in hot desert areas in the southwestern 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, acrylic, butyl, 1-part polyurethane and 2-part polyurethane, This flashing is incompati- ble with creosote; joint sealants containing polysulfide polymer or hydrocarbon solvents; products manufactured from EPDM and flexi- ble PVC; and certain caulks. For more informa- tion, refer to Technical Letter 1, "Chemical Compatibility with Other Building Materials and Sealants," Grace Vycor Plus Self -Adhered Hashing is designed for NON -ROOF flashing applications. The membrane is slippery - do not use on the roof, DO NOT walk on the membrane. 4. Technical Data APPLICABLE STANDARDS ASTM International ASTM C836 Standard Specification for High Solids Content, Cold Uquid-Applied 9astomeric Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic dastomers-Tension ASTM D570 Standard Test Method for Water Absorption of Plastics ASTM D903 Standard Test Method for Peel or Stripping Strength of Adhesive Bonds ASTM D1876 Standard Test Method for Peel Resistance of Adhesives (t Peel Test) ASTM D1970 Standard Specification for Self - Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dimensions FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICAVCHEMICAL PROPERTIES See Table 1. 5. Installation STORAGE Protect materials from rain and physical dam- age. Pallets of Grace Vycor Plus Self -Adhered Hashing should not be double stacked on the jobsite. Provide cover on top and all sides, allow- ing for adequate ventilation. Store this product in its original, unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees C), under dry conditions. and away from exposure to direct sunlight. Store all prod- ucts in a dry area away from high heat, flames or sparks. Store only as much material at point of use as is required for each day's work. ENVIRONMENTAL CONDITIONS Grace Vycor Plus Self -Adhered Hashing can- not be applied to moist or damp surfaces. After precipitation, allow a minimum of 24 hours for drying before installing the flashing. Grace Vycor Plus Self -Adhered Hashing can be applied at air and surface temperature of 25 degrees F (-4 degrees C) and above. APPLICATION METHODS Surface Preparation Substrate must be smooth, clean, dry and free of voids, spiralled areas, loose substrate, loose nails, other sharp protrusions or other matter that will hinder the adhesion or regularity of the flashing installation. Clean loose dust or dirt from the surface wherever Grace Vycor Plus Self -Adhered Hashing is to be applied by wip- ing with a dean dry cloth or brush. If the flash- ing does not adhere properly to the substrate, apply Perris -A -Barrier WB Primer at a coverage rate of 250 - 350 ft2/gal (6 - 8 m2/L), Allow primer to dry completely, approxi- mately 1 hour depending on weather condi- tions, before application of flashing. Excess primer will not improve the adhesion of the flashing. The primer is considered dry when the substrate returns to its original color, mini- mum 1 hour. If primed areas are not covered that day, reprime area if there is significant dust or dirt contamination, Hashing Application Install the membrane following the shingle principle: Apply the top membrane layer over the bottom layer so that the system sheds water. For ease of installation, Grace Vycor Pius Self -Adhered Hashing has measure mark- ings at 6" and 12" (152 and 305 mm) intervals. Cut Vycor Plus into appropriate lengths. 6 4 / SPEGDATA° and MAN0.SPEL'e are registered trademarks of Reed 9sevler Inc The ten port SPEC -DATA format conforms to the editorial style Reed ConstructionofTheConstructionSpecificationsInstihrteandisicedwiththeirpermission, The manufacturer is responsible for tectdcal accuracy. 02005 Reed Construction Data. All Rights Reserved. Reed Use RIPCORD to split the release paper and adhere half of the membrane, if necessary, Peel release paper from roll to expose rub- berized asphalt and position flashing to cen- ter over joint location before applying. Move along opening or joint, being careful to put flashing as evenly as possible over the open- ing and avoiding fishmouths along the edges, Roll flashing firmly into place to ensure contin- uous and intimate contact with the substrate. If wrinkles develop, carefully cut out affect- ed area and replace in the similar procedure outlined above. The repair piece also must be pressed into place as soon as possible to ensure continuous and intimate contact with the substrate, Grace Vycor Plus Self -Adhered Flashing must be continuously supported by the sub- strate and must not span or bridge joints, gaps or voids in excess of 114" (6.4 mm). End laps that occur in subsequent lengths must maintain a minimum overlap of 3" (75 mm). PROTECTION Grace Vycor Plus Self -Adhered Flashing must be protected from damage from other trades or construction materials. SAFETY, STORAGE & HANDLING Grace Vycor Plus Self -Adhered Hashing prod- ucts must be handled properly, The best infor- mation on safe handling, storage, personal protection, health and environmental consid- erations has been gathered. Material Safety Data Sheets (MSDS) are available from the manufacturer upon request. All users must acquaint themselves with this information. Carefully read detailed precaution statements on product labels and MSDS before use, 6. Availability & Cost AVAILABILITY A nationwide network of distributors carries Grace Vycor Plus Self -Adhered Flashing prod- ucts. Contact a Grace Construction Products representative for ordering and delivery information, COST Grace Vycor Plus Self -Adhered Hashing is competitively priced, For specific information, contact a Grace Construction Products repre- sentative, FLEXIBLE FLASHING 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPERTIES OF GRACE VYCOR PLUS SELF-ADHERm FLASHING Property & test Typical value Color Gray -Black Thickness, ASTM D3767, Method A 25 mil (0.64 mm) Low temperature flexibility, ASTM D1970 Unaffected at -45°F (-43°C) Elongation, ultimate failure of rubberized asphalt, per ASTM D412 200% minimum Cracked cycling 100 cycles per ASTM C836 Unaffected at -25°F (-32°C) Lap adhesion at minimum application temperature, ASTM D1876 Modified 60 pit (875 N/m) width Adhesion to concrete at minimum application temperature, 60 plf (875 N/m) width ASTM D903 7. Warranty Grace Vycor Plus Self -Adhered Flashing is war- ranted at the time of shipment to meet Grace's published specifications, 8. Maintenance Grace Vycor Plus Self -Adhered Flashing, when installed in accordance with manufacturer's recommendations, will not require maintenance. 9. Technical Services Full-time, technically trained Grace Construction Products representatives and technical person- nel, backed by research and development staff, provide support. 10. Filing Systems First SourceTM' Additional product information is available from the manufacturer. W. R. Grace & Co. -Conn, hopes the information here will be helpful. If is based upon data and knowledge considered to be true and accu- rate and Its offered for the users' consideration, investigation and ver- ification, but we do not warrant the results to be obtained. Please read ail statements, recommendations and suggestions in conjunc- tion with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would Infringe any patent or copyright. W. R. Grace & Co. Conn., 62 Whittemore Avenue, Cambridge MA 02140. In Canada, Grace Canada Inc, 29A Clements Road, West, Ajax Ontario, Canada L1S 305. Bituthene, Perm -A -Barrier and Vycor are registered trodemerks, and RIPCORD is a trademark of W. R, Grace & Co. -Corm. DensGlass Gold is a registered trademark of Georgia-Pacific Corporation. Copyright 2004 W. R. Grace & Go. -Conn. 1P-098E Printed in the US.A. 8/04 AFS/U/31A SPEGDATAe and MANU-SPEC° are registered trademarks of Reed Elsevier Inc. The ten part SPEC -DATA format conforms to the edladal style < Reed Construction of The Construction Specificaflors Institute and is used with their permission The manufacturer 4 responsibe for technical accuracy. 02005 Reed Construction Data, All tights Reserved. Data, lashing Applicption Instructions foi Win&WS WINDOWINSTALLATION 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 VCBDEi 102) which meets AAMA criteria. Refer to the subsequent details (VCBDEf--100 to 106) for additional flashing options located on pages 27-33. 1, f 'A µ C 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 6). Step Two: Before installing flashing on sill and iambs, locate the RIPCORD. Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- 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. Splitthe release paper Install window as per manufacturer's recommendation. in half allowing for easy If sealant is used, ensure all excess sealant is removed from installation. nailing flange and surrounding area to provide a smooth con- tinuous substrate. (ASTM does not require a sealant on top of window flange when using self -adhered flashing.) E Flashing Application Instructions for Windows WINDOW INSTALLATION: METHOD A BEFORE WEATHER -RESISTIVE BARRIER (continued) r .r;;U,. 0 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 barrierto ensure a water shedding tie-in. Icihi n9 Oplgd ion Instructions for Windows WINDOWINSTALLATION 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. t C..'"S T sou.; .'_n 6 x .e+tF•R.. 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. lashing Application Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Four: isRerollthepre-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 r the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of windowsill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb flashings. Install window as per manufacturer's recommendation. If sealant is used, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. kl 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 M Flashi g Application Instructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Six: 18Installpre-cut flashing over the window head flange by removing release paper, exposing the adhe- sive. Roll firmly into place. C'^`` s Mechanically fasten head T flashing at top outermost l ,= corners, as necessary. Step Seven: Remove temporary secure- ment of weather -resistive barrier above header. Fold over head flashing. Seal with weather -resistive barrier seam tape. Install siding and flashing below window as per siding manufacturer's or Vinyl Siding Institute recommendations. Step Eight: Flashing should be long enough to direct water overthe 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). FI6h-WI Applictitpon Instructions for Doors 15 1 '1` 1 f' I aJ s 1 Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. I Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. Step Two: Install the weather - resistive barrier as per manufacturer's recom- mendation. Cutout the weather -resistive barrier from rough door opening. Remove also from inside bottom of sill. Step Three: Install corner patch under- neath the weather -resistive barrier as per Detail VCRDET-201. Repeat on other side. Note: Bowtie corner patch option is shown in photo. For door installation detail refer to page 35 (VCRDET 200). For deck installation detail refer to page 37 (Detail VCRDET- 300). For complete deck installation guidelines consult the deck section of this book. Flanged OFfindoW VCRDET-100 Flashing Installation After Weather -Resistive Barrier MECHANICALLY FASTEN WEATHER- FOLD UP WEATHER - AS NECESSARY IN RESISTIVESTEMPORARILYESISTIVE BARRIER & CORNERS THROUGH BARRIER SECURE GRACE VYCOR® PLUS WFAIIIM_. EXTERIOR RESISnVE ;; a SHEATHING BARRIER I TAPE —SILL PLATE SEE VCRDET-106 s FOR OPTIONS) ASSElAm cn N1NOON) ; O z I I GRACE VYCOR® PLUS I DO NOT FLASH OVER BOTTOM NAILING FLANGE Flanged Window VCRDET-101 Option 1 - Low Exposure Head flashing tie-in instructions: 1. Cut, fold up and temporarily secure weather -resistive barrier above header to allow for flashing installation 2. Install Grace Vycor Plus head flashing under weather -resistive barrier 3. Fold weather -resistive barrier back over head flashing and seal with tape Notes: 1. For the most current details, installation video and product information; see our web site at www.graceconstruction.com 2. RIPCORD®(Split Release on Demand) can be removed from Grace Vycor Plus for. ease of installation 3. Remove weather -resistive barrier from top of window sill plate 4. Install Grace Vycor Plus in order shown by numbers 5. Install Grace Vycor Plus and weather - resistive barrier fo form Water -shedding laps 6. Detail also relevant for Grace Vycor V40 Notes: EXTERIOR NAILING FLANGE SHEATHING 1. For the most current details, installation video and product information, see our web site at MECHANICALLY FASTEN AS www.graceconstruction.com NECESSARY IN CORNERS THROUGH GRACE VYCOR® PLUS 2. RIPCORD® (Split Release on Demand) can be SILL PLATE removed from Grace Vycor Plus for ease of SEE VCRDET-106 FOR OPTIONS) installation I 3. Install Grace Vycor Plus in order as shown by numbers O21 I I 4. If applicable, leave release paper on lowerGRACE = half of sill flashingVYCOR®PLUS ; GRACE 9 until future tie-in VYCOR® PLUS I 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 1 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER ' BOTTOM NAILING FLANGE no O A z M 04 r= tA Nh a'FLANGED.'WINDOW .ArL`'O,W EXPOSURE ti'i) N.,h: , rie , - # fri -,..3 4•.- -4'.,;, s. fL Flanged Window VCRDET-102 Option 2 - AAMA Recommendation Notes: EXTERIOR NAILING FLANGE SHEATHING 1. For the most current details, installation video and product information, see our web site at MECHANICALLY FASTEN AS www.graceconstruction.com NECESSARY IN CORNERS THROUGH GRACE VYCOe PLUS 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 GRACE 4. If applicable, leave release paper on lower VYCOR®PLUS GRACE half of sill flashing until future tie-in VYCOR® PLUS I l.' 5. Install Grace Vycor Plus and weather -resistive barrier to form water shedding laps 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER BOTTOM NAILING FLANGE FTj Flanged Window VCRDET-103 Option 3 - Severe Exposure N otes: MECHANICALLY FASTEN AS EXTERIOR NECESSARY IN CORNERS SHEATHING 1. For the most current details, insfallation THROUGH GRACE VYCOR PLUS video and product information, see our web s ; z site at www.graceconstruction.cOm SILL PLATE 2. RIPCORD (Split Release on Demand.) can be z (SEE VCRDET-106 removed from Grace Vycor Plus for ease of FOR OPTIONS) installation 3. Install Grace Vycor Plus in order shown by numbers GRAC GRACE VYCOR® I a VYCOR® PLUS 4. If applicable, leave release paper on lower PLUS half of sill flashing until future tie-in 5.' Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps S. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER BOTTOM NAILING FLANGE rzi iy K4,.CJx ixrt'a w }a&.Yu, n. Gs Las sy yr ;,a ,_M y v"1°$ Half Round WindowVCBDET-104 Option 1 - low to Moderate Exposure REFER TO TECHNICAL — LETTER #1 ON CHEMICAL COMPATIBILITY WITH NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE EXTERIOR SHEATHING GRACE VYCOR® PLUS Half Round Wind®w VCRDET--105 Option 2 - Severe Exposure REFER TO TECHNICAL — LETfER #1 ON CHEMICAL COMPATIBILITY WITH NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE EXTERIOR SHEATHING O SILL PLATE SEE VCRDET-106 FOR OPTIONS) Notes: 1. For the most current details, installation video SILL PLATE SEEVCRDET-106 and product information, see our web site at FOR OPTIONS) www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers z GRACE® 4. Mechanically fasten as necessary VYCOR PLUS CORNER PATCH 5. If applicable, leave release paper on lower SEE VCRDET-504 half of sill flashing until future tie-inFOROPTIONS) 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. 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.graceconstructi{)n.com 2. RIPCORD® (Split Release on Demand) can be60RACEremovedfromGraceVycorPlusforeaseof installation 3. Install Grace Vycor Plus in order shown by numbers VYCOR® PLUS 4. Mechanically fasten as necessary 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevantfor Grace VycorV40 t 'ay.Ec ''-6 sP: ,k ` J t -:' 'r' nc,--L 3 k r.- 2i )".k 4 Nf " trt ' -c . ,"a v.`°'`•' ,' 4 "' HAL R .UND WINDOW _ SEY RE EXP,O'SURE' r skw r 3 k W its :s,a f v MO. W— 0, fLL PLATE OPTIONS, Sall Pla$e Options VCRDET-106 OPTION - A NOTE #2— WALL SHEATHING VINYL GRACE VYCOR® PLUS WOODEN SIDING SILL PLATE Tie -an with Vinyl Siding at Window Sall VCRDET--1o7 Notes: 1. For the most current details, installation video and product information, see our web site at www..graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove weather -resistive barrier from top of window sill plate 4. Install sill flashing as shown at left 5. Install Grace Vycor Plus around remaining window unit per Grace Window Details VCRDET-100 to 105) 6. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 5. Option C: Install wooden furring strip on top of wooden siding prior to Grace Vycor Plus 6. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. 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 -resistive barrier from top of window sill plate SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus SillSEEVCRDET-1 06 FOR OPTIONS) Flashing until future tie-in 6. Extend Grace Vycor Plus over nailing flange of the last com- plete course of siding panel and trim Grace Vycor Plus to L SHEATHING protect from permanent exposure to UV 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details (VCRDET-100 to 105) VEATHER RESISTIVE 3ARRIER (OPTIONAL) R. Detail also relevant for Grace Vycor V40 9. Leave release paper on or other bond breaker between Grace Vycor Plus and vinyl IN Agu, " TIE IN WITH VINrYL SJDINGf WINDOW:SIL`L 90. 0- 11105 , up-m7, .„d $r ,c,£rr e i [ - ,, tp rx r. . 1- —'a - ""' 7S It - .- -1 90 ' M? 4 iowxm RM I MINA ORNE0 Outside Corner VCRDET-500 WEATHER -RESTS BARRIER (OPTIO GRACE VYCOR® PLUS Wall -to -Wall Outside Corner VCRDET-501 GRACE VYCOR® PLUS - SIDING CORNER POST - Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com HEATHING 2. RIPCORD® (Split Release on Demand) can be removed -from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. Mechanically fasten as necessary 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps GRACE VYCOR® PLUS 6. Detail also relevantfor Grace Vycor V40 ET-504 FOR OPTIONS) R 3 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORDO (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and corner post/boards 5. Install Grace Vycor Plus on outside corner for the height of the wall 6: Detail also relevant for Grace Vycor V40 Inside COrner VCRDET-502 ASPH Wall -to -Wall Inside Corner VCRDET-503 VINYL SIDING VYCOR SIDING RUBBERIZED ASPHALT ADHESIVE DE R' PLUS ED RELEASE R BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Use a square piece of membrane (3 inches x MECHANICALLY FASTEN AS NECESSARY IN 3inchesm:inimum)forinside.cornerCORNERSTHROUGHGRACEUNDERLAYMENT 4. Use RIPCORD (Split Release on Demand) for ease of installation and to minimize scoring release paper M innn CInI1J/1 16WIM. 5. Fold as shown by arrows 6. Angle of corner may vary, adjust folding of the membrane accordingly to fit tightly to corner 7. Install Grace Vycor Plus and weather -resistive bar- rierto form water -shedding laps 8. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and corner post/boards 5. Install Grace Vycor Plus on inside corner for the height of the wall 6. Detail also relevant for Grace Vycor V40 Foundation Sall Plate VCROET--505 Option 1 WEATHER -RESISTIVE BARRIER (OPTIONAL) EXTERIOR - SHEATHING GRACE VYCOe STUD WALL 2 SILL SEAL GRACE VYCORO PLUS FOUNDATION WALL Foundation Sall Plate VCKET-506b; Option 2 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCOBD° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order.shown by numbers 4. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Notes: 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 STUD WALL removed from Grace Vycor Plus for ease of installation SILL SEAL 3. Install Grace Vycor Plus in order shown by GRACE VYCOR® numbers PLUS 4. Install Grace Vycor Plus and weather -resistive FOUNDATION ALL 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 OPTION; 2 ti< Ell Florida Building Code Online Page 1 of 1 DR '.` T s' 9' yr- h i 4 L'.."t.z; `.ss+, Prafessronal,egul'atia Yid lll i.osaaaomt' neaur;evn. neReorvlsigr+s weaAcs_orlRcs db1pr i Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Annlicatinns Refine Search FL# 15000 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Type Manufacturer Validated By Status FL15000-R2 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovricht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCMc! Credit Card Safe httDS://www.f[oridabuiLding_org/r)r/nr ann Ist-asnx /74/?n17 Florida Building Code Online Page 1 of 3 BCIS Home ; Log In ; User Registration Hot Topics Submit Surcharge I Stats & Facts j Publications I FBC Staff I BCIS Site Map ; Links I Search Florida Product Approval a USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15000-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived C1 Product Manufacturer Therma-Tru Corporation Address/ Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants. com Authorized Signature Vivian Wright i rickw@rwbidgconsultants. com i Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 3. King, P.E. l Validation Checklist - Hardcopy Received Certificate of Independence FL15000 R2 COI Certificate Of Indeoendence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/ W D MA/CSA101/I. S, 2/A440 ASTM D1929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 202 Florida Licensed Professional Engineer or Architect FL15000 R2 EDuiv FL- 15000 Eouiv of Standards.odf Year 2005 1996 1999 2003 1998 2000 1995 1994 httnc•//\ nn nnr finrirlahliilriina nrcr/nr/nr ann rltl acnx7naram=\nt(;Fvyn\nitnriilc,7 Z/?A/?n17 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 15000.1 a. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.1.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.1 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.1.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.2 b. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.3 c. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.3 odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.4 1 d. "Fiber -Classic" or "Smooth -Star" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15000,4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Installation Instructions FL15000 R2 II INST 15000.4 odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15000 R2 AE EVAL 15000.4.odf Created by Independent Third Party: Yes 15000.5 e. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) https://www.f[oridabui[dinR.orR/r)r/i)r aop dtl.asDX?Daram=wGEVXOwtDnuS7-__ /?A/7nV Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5.0df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" 68 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.6.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P:E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of installation:) Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_. Product Approval Accepts: eChicF: Is Credit Card Safe httDS://www.floridabuilding.org/Dr/nr apD dtl.aSDX?Daram=wGEVXOwtDnL157--_ 3/?4/?nl7 l`=lorida Building Code Online Page 1 of 1 Or* Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application list Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Sna rrh R.0 Rc - An liratin Refine Search FL# 14634 Product Manufacturer ALL, Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Type Manufacturer Validated By Status FL14634-R2 Revision Ply Gem Windows Locke Bowden Approved History Category: Exterior Doors 334) 300-1800 Subcategory: Sliding Exterior Door Assemblies vpproveu uy v ". ,vppruvdn uy uo sn ue review dnp rawreo uy uie r anu/pr ure -nnussiun n ne1r51a1y. N CDPtTAqCP RPM Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe httDS://www.floridabuilding_org/Dr/br ann fst_asnx u?4/9n17 Florida Building Code Online Page 1 of 2 Busmess&Prafessivnal Regu atron . - -__ h'" t v."_,- C'-y... '.,$ B HOWO:°,ABtlUr OHPR ,G6PR Htit191668 CUMARfl61$d 13CISHorne Login j UserRegistraflon Hot-ropics SubmItSurcharge Stats&Facts Publications FBCStaff BCISS!teMap Links Search It Honda P USr c User Product Approval Menu >Product orADDlication Search >ApplicationLis >Application •- r. i OFFICE F,I'YIE Application Type Revision Version 2014 ArchivedApplication Status Approved Comments Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 540) 484-6271 ablomberg@plygemwindows.com Authorized Signature \ Adam Blomberg ablomberg@plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Vj Evaluation. Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden 2 Validation Checklist - Hardcopy Received Certificate of Independence FL14634 R2 COI COI PLY GEM SS 2015-02-19.odf Referenced Standard and Year (of Standard) Standard Year AAMA/NWWDA 101/I.S.2 1997 ASTM E 330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D httnc•//www flnririahnilriina nres/nr/nr arnn ritl a-,nx7naram=wC;FVXC)wtnntwR___ v74/'?n17 Florida Building Code Online Page 2 of 2 Date Submitted 04/22/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/12/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 14634.1 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-50 Other: Without sill riser FL14634 R2 II PGW063 SS 2015-01-02 odf Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL14634 R2 AE PER3054 SS 2015-01-02 Ddf Created by Independent Third Party: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 FL14634 R2 II PGW063 SS 2015-01-02 odf Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports Other: With sill riser FL14634 R2 AE PER3054 SS 2015-01-02 odf Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634 R2 II PGW064 SS 2015-01-02 Ddf Approved for use outside HVHZ: Yes Impact Resistant., No Design Pressure: +30/-30 Other: Non -reinforced. See installation detail for available Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL14634 R2 AE PER3055 SS 2015-01-02 Ddf sizes and configurations. Created by Independent Third Party: Yes 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 FL14634 R2 II PGW065 SS 2015-01-02 Ddf Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports Other: Reinforced. See installation detail for available sizes FL14634 R2 AE PER3056 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: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: EClieck Is Credit Card Safe https://www.ftoridabui[ding.org/pr/car_amp_dtl.asr)x?param=wGEVX0wtDasw8... 3/24/7017 Florida Building Code Online Page 1 of 1 qm mg07W i dr 7 , k YFProfessionalKeguIation •. i=`•s.,> .0 y"m r 4DBPlt HQi° ABGut 08FA GBP.R OIY(g10HBCOk7ACKDBFR Or* Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other. ALL Search Results - Annlirntinns Refine Search FL# 9174 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Type Manufacturer Validated By Status FL9174- R11 Revision Wayne -Dalton, a division of Overhead Door Corporation Category: Exterior Doors Subcategory. Sectional Exterior Door Assemblies Kurt Dietrich PE 704) 564-6867 Approved History Ppl - yr morn. Pl r r Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovripht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Rig sC m Credit Card Safe httDS:// www.floridabuiLding.org/Dr/Dr aoD lst.aSox V?4/?n17 Florida Building Code Online Page 1 of 6 P60pICA C9PAPiMOM GR v,, ' • '¢ k'` ; t sit w "} :a ,rs BuSil1 55&Prae;5sranalegularon-' BCIS Home LogIn ;' User Registration HotTopics Submitsurcharge Stats&Facts Publications FBCStaff BCISSiteMap Unks Search @ @ Approval i` ;' Product Approval Menu > Product or ADDlication Search > Application Lis > Application DetailUsr C4' FiCE CFTNE" ' Application Version 2014 Application Status Approved Comments Archived 1-1 set to re -apply per applicants request 4/28/15-rb Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/ Phone/Email 33.95 Addison Drive Pensacola, FL 32514 850) 474-9890 Mark _ Garon@Overheaddoor. com Authorized Signature Greg Taylor gtaylor@Wayne- Dalton.com Technical Representative Greg Taylor Address/ Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 gtaylor@wayne- dalton.com Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9, 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE R/ Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R11 COI Cert of Ind Scates 2011 s.odf Referenced Standard and Year (of Standard) Standard Year iDASMA- 108 2002 DASMA- 115 2005 Equivalence of Product Standards Certified By Sections from the Code htti) s://www.floridabuildinq.org/Dr/Dr aDD dtl.aSDX?Daram=wGEVXOwtDnIlf11___ 3/7.4/7n17 Florida Building Code Online Page 2 of 6 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0228 318958 P7.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant: Yes FL9174 R11 II WDJambSupplementP16 s.pdf Design Pressure: +26.90/-30.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0229 318959 P8.0 Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant. No FL9174 R11 II WDJambSupplementP16 s.pdf Design Pressure: +15.30/-17.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.1)df replacement door. FL9174 Rll AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21", Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0230 318960 P10.ndf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant: Yes FL9174 Rll II WDJambSuoolementP16 s.pdf Design Pressure: +25.90/-28.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0231 318996 PS.odf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant: Yes FL9174 R11 II WDJambSuoolementP16 s.ndf Design Pressure: +30.00/-33.50 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.pdf replacement door. FL9174 Rll AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.1)df Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R1I II 0234 319022 P5.odf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.odf Impact Resistant: Yes FL9174 R11 II WD3ambSuoolementP16 s.odf Design Pressure: +43.20/-49.60 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.1)df httDS://www.floridabui[ding.org/Dr/Dr aDD dt[.aSDX?Daram=wGEVX0wtDnIlf11 ___ 3/74/?n17 Florida Building Code Online Page 3 of 6 FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0235 319023 P6.pdf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant: Yes FL9174 Rll II Track Suoplement Chart P10.pdf Design Pressure: +39.20/-43.70 FL9174 R11 II WD3ambSuoplementPl6 s.pdf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.ndf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.ndf 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 Approved for use in HVHZ: No FL9174 R11 II 0232 318999 P5.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSupplementPl6 s.odf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rll AE ASTM A 653.pdf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0233 319000 P5.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 Rll II WD3ambSuoplementPl6 s.pdf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 RI AE ASTM A 653.pdf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.cdf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0236 319024 P6.pdf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 Pl Post.pdf Impact Resistant: Yes FL9174 Rll II Track Supplement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 R11 II WD3ambSuoplementP16 s.pdf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0237 319025 P6.pdf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10,pdf Design Pressure: +39.20/-43.70 FL9174 R11 II WD3ambSupplementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.Pdf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. httDs://www.floridabuiLdinq.org/Dr/Dr aDD dtl.asDX?Daram=wGEVXOwtnnllfll___ v?4/?n17 Florida Building Code Online Page 4 of 6 Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0600 319026 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 R11 II WDJambSupplementPl6 s.pdf Design Pressure: +26.90/-30.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rll AE ASTM A 653.pdf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf 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 0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0601 319027 P4.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant: Yes FL9174 R11 II WD3ambSupplementP16 s.pdf Design Pressure: +41.00/-46.30 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.pdf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0602 319028 P5.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.1)df Impact Resistant: No FL9174 Rll II WD3ambSupplementP16 s.pdf Design Pressure: +15.30/-17.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.1)df replacement door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0603 319029 P5.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.1)df Impact Resistant: No FL9174 R11 II WD3ambSupplementP16 s.pdf Design Pressure: +23.00/-25.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rll AE ASTM A 653,pdf replacement door. FL9174 Rll AE Eval Rept 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.15 r5l2O/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0604 319030 P5.1)df Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.pdf Design Pressure: +39.20/-43.70 FL9174 Rll II WDJambSupplementP16 s.pdf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.1)df FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0605 319031 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10,pdf Impact Resistant: No FL9174 Rll II WD3ambSupplementP16 s.pdf Design Pressure: +15.30/-17.00 Verified By: John E Scates P.E, FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rif AE ASTM A 653.pdf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.pdf https://www.floridabui[ding.org/or/or ann dt1.aSDX?Daram=wGEVX0wtDrnlf11--_ 3/74/7n17 Florida Building Code Online Page 5 of 6 FL9174 Rii AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0606 319032 P6.pdf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant: No FL9174 Rll II Track Supplement Chart P10.Ddf Design Pressure: +30.00/-33.50 FL9174 Rll II WDJambSupplementP16 s.pdf Other: Doors with glazing shall not be used in the Verified By: John E Scates P.E. FLORIDA PE 51737 wind-borne debris region unless protected or unless Created by. Independent Third Party: Yes structure is designed as partially enclosed or door is a Evaluation Reports replacement door. FL9174 Rll AE ASTM A 653.1)df FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 Rii AE FL09174 1-9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0609 319035 P5.pdf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant: Yes FL9174 Rll II Track Supplement Chart P10.pdf Design Pressure: +39.20/-43.70 FL9174 Rii II WDJambSupplementPl6 s.Ddf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf 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 Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0608 319034 P4.Ddf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 Rii II WDJambSupplementP16 s.pdf Design Pressure: +18.50/-20.70 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rll AE ASTM A 653.Pdf replacement door. FL9174 R11 AE Eval Rept 9100 r1 s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf 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 Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0607 319033 P5.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: No FL9174 Rll II WD3ambSupplementP16 s.pdf Design Pressure: +25.90/-28.80 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rll AE ASTM A 653.Ddf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eC ck is htt.ns-//www-flnridahililciinu.nru/nr/nr ann dtl_asnx?naram=wC;FVXnwtnnllfli 'il?A/?nl7 ftorida Building Code Online Page 1 of 1 Professianala Regulaiion I , 9., sDQPR HD$' ARDUr_DHRR ,Q6pRCDg7AQ,QQpii Product Approval s USER: Public User dborE* 1. `..1 itina Product Approval Menu > Product or Apolication Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Annlirntinnc Refine Search FL# 15225 Product Manufacturer ALL Subcategory. ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Tvoe Manufacturer Validated By Status FL15225- R3 Revision Therma-Tru Corporation Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Ryan J. King, P.E. 813) 767-6555 Approved History Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:; Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or bytraditionalmail. 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 emaiis provided may be used for official communication with the licensee, However email addresses are public record. If you do not wish to supply a 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: eChec'k Is Credit Card Safe https:// www. floridabui Wing_ orp-/Dr/ Or aDD lst.asDX /74/?nI7 Rorida Building Code Online Page 1 of 3 Q C I BCIS Home Log In I User Registration j Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search j bProduct., Approval F USER: Public User TrMlZIM Product Approval Menu > Product or Aoolication Search > Application List > Application Detail I^ FL # FL15225-R3 y Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By Ryan J. King, P.E. r Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard 101/I.S.2 ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/13/2015 Date Validated 06/28/2015 Year 1997 2002 2002 2002 1994 httoS_//www.floridabuilding.org/Dr/Dr aDo dtl.aSnX?Daram=wGEVX0wtDn0v--_ 3/24/7017 Fforida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL # Model, Number or Name Description 15225.1 a. "Classic -Craft" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C CAC 15225.1 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.1-68 (6'8 Door Products), INST FL15225 R3 II INST 15225.1-68.odf 15225.1-80 (8'0 Door Products) and INST 15225-68M (6'8 FL15225 R3 II INST 15225.1-80.odf Door Products Direct to Masonry) for installation FL15225 R3 II INST 15225-68M.odf instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports FL15225 R3 AE Eval 15225.1-68.odf FL15225 R3 AE EVAL 15225.1-80 odf FL15225 R3 AE EVAL15225-68M.odf Created by Independent Third Party: Yes 1522S.2 b. "Construction Series" and 6/8 Opaque Steel Door with and without Sidelites. Inswing Benchmark by Therma-Tru" and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C CAC 15225.2 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.2-68 (6'8 Door Products) and INST FL15225 R3 II INST 15225.2-68.odf 15225-68M (6'8 Door Products Direct to Masonry) for FL15225 R3 II INST 15225-68M.odf installation instructions. (Note - Glazing Shall comply with Verified By: Lyndon F. Schmidt, P.E. 43409 ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports FL15225 R3 AE EVAL15225.2-68.odf FL15225 R3 AE EVAL15225-68M.odf Created by Independent Third Party: Yes 15225.3 c. "Fiber -Classic" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C CAC 15225.3 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.3-68 (68 Door Products), INST FL15225 R3 II INST 15225.3-68.odf 15225.3-80 (8'0 Door Products) and INST 15225-68M (6'8 FL15225 R3 II INST 15225.3-80.odf Door Products Direct to Masonry) for installation FL15225 R3 II INST 15225-68M.odf instructions. Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04. (This product approval requires the use of "J" part Created by Independent Third Party: Yes number doors and sidelites, which have been stained or Evaluation Reports painted within 6 months of installation - Excludes Opaque FL15225 R3 AE EVAL 15225.3-68.odf Benchmark Door Panels.) FL15225 R3 AE EVAL 15225.3-80.odf FL15225 R3 AE EVAL15225-68M.odf Created by Independent Third Party: Yes 15225.4 d. "Premium Series" and 6/8 and 8/0 Opaque and Glazed Steel Door with and without Benchmark by Therma-Tru" Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C CAC 15225.4 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.4-68 (6'8 Door Products), INST FL15225 R3 II INST 15225.4-68.odf 15225.4-80 (8'0 Door Products) and INST 15225-68M (68 FL15225 R3 II INST 15225.4-80.Ddf Door Products Direct to Masonry) for installation FLIS22S R3 II INST 15225-68M.odf instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports FL15225 R3 AE EVAL 15225.4-68.odf FL15225 R3 AE EVAL 15225.4-80.odf FL15225 R3 AE EVAL 15225-68M.odf Created by Independent Third Party: Yes 15225.5 e. "Smooth -Star" and "Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites. Inswing and Outswing httDS://www.floridabui[ding.org/Dr/Dr aDD dtLaSDx?Daram=wGFVX0wtDn0v_ _ _ v?4/?n17 1 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15225.5-68 (6'8 Door Products), INST 15225.5-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. Note - Glazing Shall comply with ASTM E1300- 04. (This product approval requires the use of "Y' part number doors and sidelites, which have been stained or painted within 6 months of installation - Excludes Opaque Benchmark Door Panels.) Certification Agency Certificate FL15225 R3 C CAC 15225.5 NAMI certs.odf Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions FL15225 R3 II INST 15225.5-68.odf FL15225 R3 II INST 15225.5-80.1)df FL15225 R3 II INST 15225-68M.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS225 R3 AE EVAL 15225.5-68.odf FL15225 R3 AE EVAL 15225.5-80.odf FL15225 R3 AE EVAL15225-68M.Ddf Created by Independent Third Party: Yes 15225.6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series" and "Benchmark by With and without Sidelites. Inswing and Outswing Therma-Tru" with Transoms Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C CAC 15225.6 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.6-68 (6'8 Door Products) and FL15225 R3 II INST 15225.6-68.Ddf 15225.6-80 (8'0 Door Products) for installation instructions. FL15225 R3 II INST 15225.6-80.Ddf Note - Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15225 R3 AE EVAL 15225.6-68.odf FL15225 R3 AE EVAL 15225.6-80.odf Created by Independent Third Party: Yes Barb Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: cthaik Credit Card Safe httnc•//www flnririahliilriina nra/nr/nr Ann rM acnY?naram=whFvynwtnnx/'Iv "i/?A/?n17 Florida Building Code Online Page 1 of 1 l_ : ARMS fi BCIS Home ; Log In i User Registration I Hot Topics I Submit Surcharge 1 Stats & Facts Publications 1 FBC Staff I BCIS Site Map ; Links I Search Florida 7 Product Approval w F x USER: Public User f .sC - kS atT, Product Aooroval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 14039 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description . ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Type Manufacturer Validated By Status IFL14039-R2 Revision Ply Gem Windows Category: Windows Subcategory: Single Hung National Accreditation & Management Institute 804) 684-5124 Approved History Approved Dy ubrn. Approvals Dy Ubrn snap De rewewea ana raorieo oy cne rv ana/or gie wmnubsion n ne 11y. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entlty. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eCF.e'ck 12 Credit• Safe httns-//www-flnririAhililriinp-nru/nr/nr Ann kt-atnx W94MI7 Florida Building Code Online Page 1 of 2 BCIS Home 1 Log In ; User Registration I Hot Topics 1 Submit Surcharge I Stats & Facts Publications FBC Staff 1 BCIS Site Map j Links I Search Florida fit t Product Approval USER: Public User t •Z varre,err s . Product Approval Menu > Product or Application Search > Application List > Application Detail p FL # FL14039-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 0 Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 540) 484-6271 ablomberg@plygemwindows.com Adam Blomberg ablomberg@plygemwindows.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 04/22/2015 04/22/2015 04/25/2015 Year 2005 httDS://www.floridabuiLding.org/Dr/Dr aDD dtLaSDX?Daram=wGEVXOwtDntGL__- 3/24/2017 Florida Building Code Online Page 2 of 2 Summary of Products FL # Model, Number or Name Description 14039.1 4712/4812 Single Hung 4712FL/4712F/4812F Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14039 R2 C CAC NI010366.01-R2.Ddf Approved for use outside HVHZ: Yes FL14039 R2 C CAC NI010366.02-R2.Ddf Impact Resistant: No FL14039 R2 C CAC NI010366.03-R3.Ddf Design Pressure: N/A FL14039 R2 C CAC NI010366-R2.odf Other: See installation detail for sizes and ratings. FL14039 R2 C CAC NI010367.02-RI.odf FL14039 R2 C CAC NI010367.03-Rl.Ddf Quality Assurance Contract Expiration Date 08/31/2018 Installation Instructions FL14039 R2 II PGWO29 SS.Ddf FL14039 R2 II PGW030 AT.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R2 AE PER3050 SS 2015-04-19.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :; Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: i0 echsk ME httns-//www_flnririAhllilriinu-nro/nr/nr ann ritl_arnx7naram=wC-.FvynwtnnfC;l _. u?4/?n17 e 4 Florida Building Code Online Page 1 of 1 MR IAS ati , 1a[ a2r IProfessionalRegulona; A601ltcBPIi' frwitO1Y141615 fCCtRACT 08P7C Florida product Approval V USER: Public User ur wr v Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Ra° a rrh Rncnitc - Annliratinnc Refine Search FL# . 14253 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Type Manufacturer Validated By Status FL14253- R3 Affirmation Ply Gem Windows National Accreditation & Management Institute Approved History Category: Windows 804) 684-5124 Subcategory: Fixed PPiuveu uy uorn. r Piuvau uy uorn snau ue revieweu anu rauneu uy 1 i rl , aru/or L l wrnrnuswn n necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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: M ® eckci Is Credit Card Safe httnc•// www flnririahliilriina nro/nr/nr ann Irt acnx ugAnn17 6 Florida Building Code Online Page 1 of 3 w.opa Atmmur vF r %' x'§-'ki. t/f rf i '' p. Busrness t& Pr fessiartal Regulaton =r , ;.z !111,.,_ I ua Sm'.t u.'L ca:,.. a l OgFRg64E ABOIR_OHOR ,B90,gOIY1316H5'_CGkfACfGBfli BCIS Home Log In User Registration Hot-ropics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search 1; 1 I ^lif D--w Product Approval W., Product Approval Menu > Product or ADDlication Search > Application Lls > Application Detail ptOfFICEOF7f7E Nh SECgETJ1RY.-• _rt.3: Application Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By u Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 540)484-6271 ablomberg@plygemwindows.com Adam Blomberg ablomberg@plygemwindows.com Windows Fixed Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/NWWDA 101/I.S.2-97 Year 1997 RI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes O No ON/A FL14253 R3 COC SA14253 SS 2015-04-10.Ddf Product Approval Method Method 1 Option A Date Submitted 05/06/2015 httn-.-//www.flnri(lAhililriinu_nro/nr/nr ann ritl acnx?naram=wC.,FVXC)wtDniiDF-MA1?n17 Florida Building Code Online Page 2 of 3 Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 14253.1 4701FL Fixed Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 05/06/2015 05/16/2015 Description Builder Series 4701FL Fixed Window Certification Agency Certificate FL14253 R3 C CAC NI008098-114.odf Quality Assurance Contract Expiration Date 10/31/2018 Installation Instructions FL14253 R3 II PGWO50-R1 SS.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2898 SS.pdf Created by Independent Third Party: Yes 14253.2 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14253 R3 C CAC NI006190-R5.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2018 Design Pressure: +50/-50 Installation Instructions Other: FL14253 R3 II PGW047-Rl SS.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2899 SS.pdf Created by Independent Third Party: Yes 14253.3 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14253 R3 C CAC NI006189-R5.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2018 Design Pressure: +45/-45 Installation Instructions Other: FL14253 R3 II PGW049-RI SS.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2900 SS.Ddf Created by Independent Third Party: Yes 14253.4 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14253 R3 C CAC NI006468-R5:pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2018 Design Pressure: +40/-40 Installation Instructions Other: FL14253 R3 II PGW048-RI SS.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2901 SS.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eChak 13 httnc'//\AA"w flnririahllilriino nru/nr/nr anrn ritl acny?naram=wC;FVXnwtnrnlnF -4/7d/7nl7 F orida Building Code Online Page 1 of 1 u,. r '- - ' .D&1'NQ".RHOIIi;GHPit DBARQ14l51DH9 rG3N7ACYD6i4 a Product ApprovalbaUSER: Public User ti;ne:a ur.r, Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 15264 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Type Manufacturer Validated By Status FL15264-R1 Revision Ply Gem Windows Category: Windows Subcategory: Mullions Locke Bowden 334) 300-1800 Approved History Approvep py unrn. Approvdi5 oy morn seen ue i-ewau euI i eu ueu ly LIII — L- „ —1-1 y. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant. to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: cClr l Ctedit Card Safe cC urll~rllt I lily " httn-,-//www-flnririahllilriino.nro/nr/nr ann lrt_atnx 'I/74/7(l7 rlorida Building Code Online Page 1 of 2 PLDRIDAOQPkRYfdBNr OPOP } i..s '. •- r 1 L Busiriess&Peaf ssianaf egulatFon ,. =r fl b, s.`-.f...-...y.s DBPR HQtIE' ANDt1i 08PR DRPR oluf9ioR9 ,aDHUfCC kgPR BCIS Home '; Log In ;: User Registration Hot Topics 1; Submit Surcharge Stats &Facts Publications FBC Staff BCIs Site Map Links Search Foli1. v-N r proclucl Approval 5.lic User Product Approval Menu > Product or Application Search > Application Lis > Application Detail l\f` OFFlGI=OFTHE." iccracrpm[.:. ApplicRevision ationTypeApplication Status Approved Comments Archived 17-1 Product Manufacturer Ply Gem Windows Address/ Phone/Email 433 N. Main St. Rocky Mount, VA 24151 540) 484-6271 ablomberg@plygemwindows. com Authorized Signature Adam Blomberg ablomberg@plygemwindows. 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 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden 2 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 FL15264 R1 COI COI PLY GEM SS 2015-02-19.odf 1710. 5.3 Method 2 Option B httnc•// v,mrw flnririahiiilriina nra/nr/nr ann ritl acnu?narnm=w(;FVynwfif)rnr-lv -/7d/7n17 FCorida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Rnmmary of Prnriurtc 02/19/2015 02/24/2015 03/01/2015 04/15/2015 FL # Model, Number or Name Description 15264.1 Series 4700 Fin Aluminum Mullions Limits of Use Installation Instructions Approved for use in HVHZ: No FL15264 Rl II PGW130 SS 2015-01-02.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure- N/A Evaluation Reports Other: This product does not require an impact protective FL15264 R1 AE PER3064 SS 2015-01-02.1)df system for wind borne debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes drawing PGW130 for design pressure tables, installation details, and anchoring instructions. 15264.2 Series 4700 Flange Aluminum Mullions Limits of Use Installation Instructions Approved for use in HVHZ: No FL15264 R1 II PGW131 SS 2015-01-02.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created -by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This product does not require an impact protective FL15264 R1 AE PER3065 SS 2015-01-02.1)df system for wind borne debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes drawing PGW131 for design pressure tables, installation details, and anchoring instructions. Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: 0 IN - Credit Card Safe hfitnc•//Annnnnf flnrirlahiiilrlino nro/nr/nr ann rltl acnx7naram=wCFVYnwtl)nvly u?4/7n17 t Florida Building Code Online Page 1 of 1 s-i'X y N l ` rf T,777fw Yety Y Profsoffal Regulafon t9G 2 a f Product Approval USER: Public Userd,bpr 5'F ,WT: Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 12194 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Type Manufacturer Validated By Status FL12194-R3 Revision Aluminum Coils, Inc. Category: Panel Walls Subcategory: Soffits Locke Bowden 334) 300-1800 Approved History r{ppi . „y morn. hPp-Y r — Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ECI_sck Is . Cr_-dft Cat Safe ctunl it Ilil tig httnc•//NAAnnni flnrirlahililriina nrcl/nr/nr ann ict acnY *l?d/,)nl7 Florida Building Code Online Page 1 of 2 PiDAIDq'WPAp7Rt6M1tf ti "i+'• l t i fl•. w u , Business&•-Pr, ofessiona a ation g' f X DDPA'.N( ABCIR DBPit DDPR DIVI910N9 CDNTACt D6P18 3CIS Home I Log In 1 User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 3CIS Site Map 1' Links search Flodda C' Approval U1.1blic 4rU=. User Product Approval Menu> Product or Application Search> Application DetailPro Lis >Application k FFIGE OFxTHEL`t. Application Type Revision d •2014 Application Status Approved Comments Archived i7 Product Manufacturer Aluminum Coils, Inc. Address/Phone/ Email 5001 West Knox Street Tampa, FL 33634 813) 249- 9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/ Email 5001 West Knox Street Tampa, FL 33634 813) 249- 9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/ Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden C1 Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code hftnc•//%AnAnAi finriflahllilflina nra/nr/nr ann ritl aenx?naram=wC;FVXC)wtnnllk7 'i/?A/?n'17 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated I Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/27/2015 08/28/2015 09/04/2015 10/16/2015 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R3 II ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.pdF Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 0 ®, eCiracF Is Credit Card Safe h++nr• / /AAnAnAr -FlnririniurilAinri errs/nr/nr nnn ri+l ncnv7nnrnm-1er(:F\/Y(l%erfnnirlr7 '2/7d/?nl7 Florida Building Code Online Page 1 of 1 PN'• I +14 AFmill E PR ,OBPR atii9iOF4 fCONJACrogftl b aaProduct Approval USER: Public User r..mra Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 5444 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Caa rrh Rncnitc - Gnnlicatinnc FL# Type Manufacturer Validated By Status FLS444-R10 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Asphalt Shingles nppruveu uy worm. ,vppruvdu uy worn bf"" uc ie""" "" iduucu vy '- r d-w Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by taciltlonal 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe hi -}mac.^ / /A nAnAf fl-ririoFirrilAin(_i r rri/r-.r/nr Inn Icf- acne -i/?d/?nl7 Florida Building Code Online Page 1 of 2 Business&,Profession_al iegulatto_ n `'' i F__- : y:,, _, h., j4i, fii;,P`>s 4 , Y.,;.YP f_OBlgt fi(!!'.A9Wtr D9PR •68PR614I9IOf(9'.CORTACT O PR 13CISHonne Logln User Registration Hot-ropics SubmitSurcharge stats&Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Lis > Application Detail 17C60FTFf1 c eEc a' Application p Code Version 2014 Application ppr ed Comments Archived r_1 Product Manufacturer CertainTeed Corporation -Roofing Address/ Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark. d.harner@saint-gobain.com Authorized Signature Mark Harrier mark. d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/ Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D.Harne.r@saint-gobain.com Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R10 COI 2016 01 COI Nieminen.odf Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Year 2009 2009 2008 k+-+- • / /— i—Ai iilrlinn errs/nr/nr mnn rlf•I mcnv7nar=im-AAi(;F\/Yn%Alfnnfiah -/?A/?n17 i Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 12/08/2016 Date Validated 12/14/2016 Date Pending FBC Approval 12/15/2016 Date Approved 02/07/2017 Summary of Products FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shinglesi asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R10 II 2016 12 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R10.1)dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R10 AE 2016 12 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R10.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Its an AA/EEQ employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 0 Im Credit Card Safe 1_4+.. _. 1 /..... nu .171-,; -I-.L ;I A; -- r. rrr /n /-, --- A+-I.,r F\/yn\A f+nrif nk i I'm /%nl7 Florida Building Code Online Page 1 of 1 n+ i P ro,fessanallegulatio f I r L-. xxrzLt, LLa= '^4f4q OHWRN00F ,A9CIlr 08rR 09PRgIY191DN9' ,COltrACr.p8P6 Florida r IPi Product Approval t , USER: Public User no u ngraKpV' Product Approval Menu > Product or Application Search > Application List i Search Criteria Refine Search Code Version 2014 FL# 15216 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Tyne Manufacturer Validated By Status FL15216- R2 Revision InterWrap, Inc. John W. Knezevich, PE Approved History Category: Roofing 954) 772-6224 Subcategory: Underlayments Approve. py uorn. Npprpvars py uorn mime pe reneweu anu iauuea uy Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click her . Product Approval Accepts: rcli` k Credit Card Safe h tnc• / /xAnAnAr flnririnhlliIrlinrt nrrf/nr/nr ann Icf ncnv 'iI?AI?nl7 Florida Building Code Online Page 1 of 2 Business,& Professronal Regulation zp875 PH PRt8 H9' a ra: BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stabs & Facts Publications FBC Staff BCIS Site Map Links Search 1 1. 4 rzPrEoR P bll User Z. "ZA DetailhProductApprovalMenu > Product or ADDlication Search > Application Lis > Application GF'.OFFICEOFTHE 6ECFETPAY`:' Application Code Version1 Application Status Approved Comments Archived 0 Product Manufacturer InterWrap,Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE W Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15216 R2 COI 2015 01 COI Nieminen.odf 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 4.#rr• / / .nin.r flrrirl i ilrlir rt nrrt/nr/nr Inn Af-I 7cnV%n7r71Y1-1A/+IYn\AI II/1\/i\/ /%d/%nl% Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL15216 R2 II 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eclxik Is Credit Card Safe I_L_----,r-.-._.. .cl__1 J_ L..2 1-1C---__/--7_.. --- -44-1 .....,.,....,-., ,.,., _,.,!"C\/Vll.,rl r,. ,'2v '2/,)A i,)n1'7 Florida Building Code Online Page 1 of 2 PLQi110At`C9PARIMQM Business Professional Regu11 ho r : `_;' I",,QHPRNO tE :i QC(IfcGQPR QBPHDLYIHIDN9fwCQNTACt09Pfi BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats Fads 1; Publications FBC Staff BCIS Site Map Links Search 3-1 Product Approval Product Aporoval Menu > arch > Armlication Lis > Application Detail Application .- New de Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer Lott's Concrete Products Address/Phone/Email P.O. Box 77125 Winter Garden, FL 34777 407) 656-2112 precast98@aol.com Authorized Signature John Hoy jhoy@florida-engineer.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John Hoy the Evaluation Report Florida License PE-55312 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 11/O1/2023 Validated By Thuy H Huynh R/ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL17867 RO COI Letter of Independence.odf Standard Year ACI 318 2011 ACI530 2011 ASTM A416 2006 ASTM A615 2009 n • I c -.0 _ - ---- I — -- I — -- --— -1,1 --- -)--_ -- .,.r`r\lVf%.,1 /7 A /')n47 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated. Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 07/03/2015 07/03/2015 07/09/2015 08/20/2015 FL # Model, Number or Name Description 17867.1 Lintel 8" Precast/ Prestressed Lintels Limits of Use Installation Instructions Approved for use in HVHZ: No FL17867 RO II Installation Instructions.odf Approved for use outside HVHZ: Yes Verified By: John Hoy PE 55312 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL17867 RO AE Bin Lintel Load Tables.odf FL17867 RO AE Letter of Evaluation.odf FL17867 RO AE Quality Control Manual.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 26D1 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you area licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M—NW CmAit Card Safe L-." tRC lit 11,1'1(Fvl KIC4ti y r` I n..,.v_i___ei_l-_. _.-_r—._I—.- ___ Jll __.'1____— ...f-1-1IV/'N,..4.1l1%.J.'l7 '3/")A/')n1-7 lk Florida Building Code Online Page 1 of 1 s .. 00P0NtvdE' ABtlUrtlBPN OBPNDivisions CtlIJfAC,0dPR dbpra I Product Approval 2 USERPublic User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Qu ,h 0n 111.c _ Annlir 1-inna Refine Search FL# 17867 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Tvue Manufacturer Validated By Status FL17867 New Lott's Concrete Products Thuy H Huynh Approved Category: Structural Components 813) 645-0166 Subcategory: Products Introduced as a Result of New Technology Approved oy unrk. Approvals oy uorn snau oe reweweo anu ram ieu uy ine rvu enurui uie 111 11——Y. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. if you have any questions, please contact 850.487.1395. *Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W ® eGic(; Is Credft Card i4 C ICII.1 411 I IkIC ti._, r r.._._.. rl_._t J_V.._1 Jz__ _._—/— I— ___ I—. ... 1 )A i)nl7 sh bGPGeorgia-Pacifi er%, s%'j1ass@ Sheathing Manufacturer Georgia- Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensGlass" Sheathing is a gypsum panel made of a treated, water-resistant core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements, DensGlass Sheathing is resistant to delamination and deterioration due to weather exposure —even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.* DensGlass Sheathing panels are also mold - resistant, and have scored a 1 D, the highest level of performance for mold resistance under ASTM D3273 test method. DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, rippling, buckling and sagging for a flat and even substrate and is noncombustible as defined and tested in accordance with ASTM E136 or CAN/ULC 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 Job Name Approvals Contractor Date Technical Service Hotline 1.800.225.6119 or www. gpgypsum.com When DensGlass Sheathing panels are used in slanted wall applications, that portion of the wall must be temporarily protected from the elements. Do not allow water to pond or settle on sheathing. Also, exposed wall ends must be covered to prevent water from infiltrating the cavity. Georgia- Pacific Gypsum does not warrant and is not responsible or liable for the performance of the cladding or exterior systems applied over DensGlass Sheathing. The suitability and compatibility of any system is the responsibility of the system manufacturer or design authority. Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or framing. DensGlass Sheathing is not intended for roof applications. For roof applications, consult our DensDeck® Roof Board brochure, DensGlass Sheathing is not intended for interior or exterior tile applications. For interior tile applications, consult our DensShield® Tile Backer brochure. DensGlass Sheathing should not be used in lieu of plywood where required. Do not apply DensGlass Sheathing below grade. For all installations, design details such as fasteners, sealants and control joints per system specifications must be properly installed. Openings and penetrations must be properly flashed and sealed. Failure to do so will void the warranty. Do not use DensGlass Sheathing as a base for nailing or mechanical fastening. Fasteners should be flush to the face of the board, not countersunk. Technical Data DensGlass Sheathing is noncombustible as described and tested in accordance with ASTM E136 or CAN/ULC S114. DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. 5/ 8" 05.9 mm) DensGlass® Fireguard® Sheathing is UL and ULC classified Type DGG, DensGlass Sheathing is manufactured to meet ASTM C1177. Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Handling and Use —CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Product Data Thicknesses: 1/2" (12.7 mm); 5/8" (15.9 mm) is Type X (ASTM C1177) Width: 4' (1220 mm) standard, tolerance up to ± 1/8" (3.2 mm) Lengths: 8' (243B mm), 9' (2743 mm) or 10' (3048 mm) standard Edges: Square continued— Y Georgia-Pacific enslasso Technical Service Hotline 1.800.225.6119 or Sheathing www.gpgypsum.com Physical Properties Width, nominal 4' (1219 mm) ± 1/8" (3 mm) 4' (1219 mm) ± 1/8" (3 mm) Length, standard 8' (2440 mm), 9' (2743 mm), B' (2440 mm), 9' (2743 mm), 10' ( 3048 mm), ± 1/4" (6 mm) 10' (304B mm), ± 1/4" (6 mm) Weight, nominal, lbs./sq. ft. (Kg/mz) 1.9(9) 2.5(12) Bending radius' 6' (1829 mm) B' (2438 mm) Racking strength', lbs./ft: (dry) (N/m), Ultimate —not design value >540 (7878) >654 (9544) Flexural strength' A, parallel, Ibf. (N), 4' weak direction z80(356) z100 (445) Compressive strength min. 500 psi (3445 kPa) min. 500 psi (3445 kPa) Humidified deflection'-' <2/8" (6 mm) <1/8" (3 mm) Permeance2, Perms (ng/Pa•s•m2) >23 (1300) >17 (970) R Value3, ft2.' F•hr/BTU (mz-K/W) .56 (0.099) .67 (0.118) Cnmhustihility' Noncombustible Noncombustible Linear expansion with moisture change, in/in %RH (mm/mm %RH)' 6.25 x 10-1 6.25 x 10` Surface burning characteristics per ASTM E84 or CAN/ ULC S102: flame spread/smoke developed 0/0 0/0 Coefficient of thermal expansion, 8.5 x 10-1 8.5 x 10-1 in/ in/°F (mm/mm/°C) (15.3 x 10-6w (15.3 x 10-99 Tested in accordance with ASTM C473' Double fasteners on ends as needed a Tested in accordance with ASTM E96 (dry cup method) e Tested in accordance with ASTM E72 3 Tested in accordance with ASTM C518 (heat flow meter) As defined and tested in accordance with ASTM E136 or CANNLC S114 Specified values per ASTM C1177 e As stated by Gypsum Association GA-235 e Tested in accordance with ASTM E228-85 A. TRADEMARKS Unless otherwise noted, all trademarks are awned by or licensed to Georgia-Pacific Georgia- Pacific Gypsum LLC. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this Gypsum 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. U. S.A. Georgia-Pacific Gypsum LLC UPDATES AND CURRENT INFORMATION The information in this document may change without Georgia-Pacific Gypsum ll LLC Canada Georgia-Pacific Canada LP notice. Visit our website at www.gpgypsum.com for updates and current information. SALES INFORMATION AND ORDER PLACEMENT CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfa U. S.A West: 1-800-824-7503 or call 1-800-225-6119. Midwest: 1-800-876-4746 FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or South Central: 1-800-231-6060 labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating Southeast: 1-800-327-2344 and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that Northeast: 1-800-947-4497 either a particular assembly/system incorporating the product, or any given piece of the product CANADA Canada Toll Free:1-800-387-6823 itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other Quebec Toll Free:1-800-361-0486 specified fire resistance or protection in an actual fire. In the event of an actual fire, you should TECHNICAL INFORMATION immediately take any and all actions necessary for your safety and the safety of others without U. S.A. and Canada:1-800-225-6119, www.gpgypsum.com regard for any fire rating of any product or assembly/system. 02014 Georgia-Pacific Gypsum I.I.C. All rights reserved. 1/14. GP -TM Lit. Item #532250. Georgia-Pacific 41ikll i ` o Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensArmor Plus® Interior Panels are noncombustible (as defined and tested in accordance with ASTM E136 or CAN/ULC S114) interior panels that consist of a moisture -resistant gypsum core with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels are highly resistant to the growth of mold, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment. The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -party organization, UL Environment. In addition, DensArmor Plus Interior Panels are listed as GREENGUARD microbial resistant. This listing means DensArmor Plus Panels, which feature fiberglass mats instead of paper facings used on the surface of traditional gypsum board products, resist mold growth. The microbial resistant test is based on ASTM D6329, a testing standard set by ASTM International, which develops testing guidelines and procedures for building materials, products, systems, and services. DensArmor Plus Panels also are listed in the Collaborative for High Performance Schools® (CHPS®) High Performance Products Database for low emissions of VOCs. CHPS is a national non-profit organization that works with school districts and their design teams to improve the quality of education by using products that have met requirements to receive CHPS credits. Primary Uses DensArmor Plus Interior Panels are an interior wall or ceiling covering material for use in new construction or renovation work. They are designed for direct attachment with screws or nails to wood and metal framing or existing surfaces. They may be used as a covering material for flat or curved structures. DensArmor Plus Panels are manufactured with fiberglass mat surfaces. They have a tapered edge to receive joint treatment. Use on interiors of exterior walls, where moisture intrusion is most likely. Use in pre -rock areas, where the windows, doors or roof have not been installed making moisture intrusion inevitable. DensArmor Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.* Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com 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 staves, heating appliances, saunas or steam rooms. Technical Data Flame spread and smoke developed rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Noncombustible as described and tested in accordance with ASTM El36 or CAN/ULC S114. 5/8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP. 1/2" and 5/8" 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 orjoint 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 anc 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 corners. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Applicable Standards Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177. condnued —0 Stamps /S, ignat sires Georgia-Pacific DensArmor l p sE) Technical Service Hotline 1.800.225.6119 or Interiors Panels www.gpgypsum.com Sizes and Edges DensArmor Plus Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm): Edges: Tapered Physical Properties Installation DensArmor Plus® Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA-216 "Application and Finishing of Gypsum Board for Nan -Fire -Rated Construction" For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Fire Resistance Design Manual GA-600, UL and ULC Fire Resistance Directories. Thickness, nominal4 1/2" (12.7 mm) 1/2" (12.7 mm) 5/8" (15.9 mm) 5/8" (15.9 mm) 1/64" (0.4 mm) ± 1/64" (0.4 mm) ± 1/54" IDA mm) ± 1/64" (0.4 mm) Width, standard4 4' (1219 mm) 4' (1219 mm) 4' (1219 mm) 4' (1219 mm) 3/32" (2.4 mm) ± 3/32" (2.4 mm) ± 3/32" (2.4 mm) ± 3/32" (2.4 mm) Length, standard 8' (2438 mm) to 8' (2438 mm) to 8' (2438 mm) to 8' (2438 mm) to 12' (3658 mm) 12' (3658 mm) 12' (3658 mm) 12' (3658 mm) 1/4" (6.4 mm) ± 1/4" (6.4 mm) ± 1/4" (6.4 mm) ± 1/4" (6.4 mm) Weight', nominal, lbs./sq. ft., (Kg/m2) 2.0 (9.8) 2.0 (9.8) 2.5 (12.2) 2.4 (12.1) Edges Tapered Tapered Tapered Tapered Permeance', Perms (ng/Pa • s • mz) 10 (570) >10 (570) >10 (570) >10 (570) Linear expansion with moisture change, in/in %RH (mm/mm %RH) 6.25 x 10' 6.25 x 10-1 6.25 x 101 6.25 x 10-1 Coefficient of thermal expansion, in/in/°F (mm/mm/'C) 8.5 x 10-' (15.3 x 10-1) B.5 x 10' (15.3 x 10-1) 8.5 x 10-' (15.3 x 10-1) 8.5 x 10-1 (15.3 x 10-1) Flexural strength, parallel, Ibf.1.4 (N) z80 (356) z80 (356) z100 (444) z100 (444) Flexural strength, perpendicular, Ibf.3,4 (N) z100 (444) z100 (444) z140 (622) z140 (622) R Value', ftz• °F- hr/BTU (ml- K/W) 56 (0.099) .56 (0.099) .67 (0.118) .67 (0.118) Combustibility' Noncombustible Noncombustible Noncombustible Noncombustible Nail pull resistance, Ibf."•" (N) 80 (3561 z80 (356) z90 (400) z90 (400) Hardness core, edges and ends, IV. (N) z15 (67) z15 (67) z15 (67) 2-15 (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 S102): flame spread/smoke developed 0/0 0/0 0/0 0/0 Humidified deflection1.4 52/8" (6.4 mm) 52/8" (6.4 mm) 51/8" (3 mm) 51/8" (3 mm) Bending radius' 6' (1829 mm) 6' (1829 mm) B' (2438 mm) 8' (2438 mm) Represents approximate weight for design and shipping purposes ' Double fasteners on ends as needed Tested in accordance with ASTM C518 As defined and tested in accordance with ASTM E136 or CAN/ULC S174. Tested in accordance with ASTM C473 Tested in accordance with ASTM E96 (dry cup method) Specified values perASTM C1658 and ASTM C1177 TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Geor 18-P7CIfICAOIL9 Gypsum LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative for High Performance Schools Inc. Gypsum 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 U.S.A. Georgia-Pacific Gypsum LLC of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP 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. SALES INFORMATION AND ORDER PLACEMENT U.S.A. West: 1-800-824-7503 CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo Midwest: 1-800-876-4746 or call 1-800-225-6119. South Central: 1-800-231-6060 FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or Southeast. 1-800-327-2344 labeling a product as having a one -hour, two-hour, or any other fire resistance or protection ratingNortheast: 1-800-947-4497 and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that CANADA Canada Toll Free:1-800-387-6823 either a particular assembly/system incorporating the product, or any given piece of the product Quebec Tall Free:1-800-361-0486 itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other TECHNICAL INFORMATION specified fire resistance or protection in an actual fire. In the event of an actual fire, you should U.S.A. and Canada:1-800-225-6119, www,gpgypsum.com 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. 02014 Georgia-Pacific Gypsum LLC. All fights reserved. 04. GP -TM Lit hem 1532241/ Xr ILro/L_ THERMA TRU DOORS 1 16 INDUSTRIAL DR., ED06RTON, DH 43517 Smooth -Star" and "Benchmark by Therma-Tru" 87 SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTS WING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 105.5U" MAX. OVERALL FRAME WIDTH 1 2 3 5 5 5 I I 11 I L 1' ' 1I1 1 11 1 1 L 111 11 II 11 FF TT rtrt TT FF II II 11 II 4 5 ii ii O 5 ii li I 4 1, II i T ri I, II i t IIIII1, I, 1 II II II II II 1 it 1 I, ,I I, II11 1 IIit I, II II i I, I1 1, II 1i , Lr_1I II I, ,1 II I 11 ,I 11 11 IC_-J II 11 n 1. This product anchoring drawing has been developed in compliance with the 5th Edition 2014) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wan dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012. All other fastener types to be installed following fastener manufacturers installation instructions. 4. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener manufacturer but in no instance shall they be less than shown in this drawing. 5. Where shims are used, they must be a "rigid / stiff' material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TABLE OF CONTENTS SHEET 0 DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Buck anchoring 3 Frame anchoring 4 Frame anchoring & bill of materials 5 Horizontal & vertical cross sections 6 Vertical cross sections 68.50" MAX. OVERALL WIDTH 1 2 3 5 5 5 II II I I11 II II 11 II It II 1' I' 'II II 11 II II it II 11 II II 11 II 11 1' I' 'I I' 'I II 'I II II II II II II II II II III II II 1 I I I I' '1 a II ,1 11 II II II 11 II II II 1; ;I I, ,I II II II 11 LL_JJ I = U 1 2 3 4 5 6 1 2 3 4 5 6 6 6 6 6 6 6 6 6 6 6 6 6 DOUBLE W/SIDELITES OXXO SINGLE W/SIDELITES OXO MAX DESIGN PRESSURE LOCK HARDWARE MFG A SERIES MAX DESIGN PRESSURE 47.0 -417•0 1 KWIKSETSIGNATURE SERIES LATCH +40.0 -40.0 3MAX. KWIKSET SIGNATURE SERIES 780 DEADII OVERALL OVERALL WIDTH 74. 50" MAX. OVERALL WIDTH 53.00' MAX. OVERALL WIDTH 5 5 5 5 5 5 5 5 5 I t I rr-T1 I I I f 1 I i I II 1I Y111 rYI1 44O51II itl1 I'-- T11i1 5 850 5H. H. itI" O=I li g Ir-y Ir e-1-I--J 5 ii ii O'Ir i Irk 4 OFF _ T 5 S Ir- Y, Ir-71 II II II 11 O Ir- 11 Ir-11 Ii 5 ii ii 11 II O I I I I1I I I IT IIII5II II 11 II II I I I 1 I ' IIY1I 11_11 IL,_I 11,_11 11_jl II 11 II ll I I I 1, I I I IISINGLEX DOUBLE XX SINGLE W/SIDELITE OX MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE 67.0 - 67.0 +47.0 -47.0 +40.0 -40.0 PALE: N. T.S. ONC. ev: JK cwt. ey: LFS FL-15225. 5=80 sHm _L or 6 MASONRY OPENING 2X BUCK SINGLE DOOR BUCK ANCHORING 4" IS 1 4" 4" 4., 4„ II II II I II II II MULLION MASONRY 4 I SHOWN FOR MASONRY 4 I OPENING TYP II REFERENCE OPENING TYP I II HEAD I I HEAD I I I I JAMBS JAMBS II II U o e 2X BUCK II II II ro II MULLION IISHOWNFOR II REFERENCE 2X BUCK II I II II II II II it II 41 II II SINGLE W/SIDELITE SINGLE W/SIDELITES BUCK ANCHORING BUCK ANCHORING 48 I 14,. 48., 48,. II I II II II I II II 4 II MASONRY II OPENING TYP. HEAD l JAMBS II ASTRAGAL II SHOWN FOR I REFERENCE NOTES: 2X BUCK II 1. 2X buck min. S.G. 2 0.55. II CONCRETE ANCHOR NOTES: II I. Concrete anchor locations at the comers may be adjusted to maintain the min. II edge distance to mortar joints. II 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to. maintain the min. edge distance to mortarjoints, additional concrete anchors maybe required to ensure the "MAX. ON CENTER" dimension are not exceeded. II In 3. Concrete anchor table: Co p ANCHOR ANCHCSR z MIN ;: MtN Ct ARANGE; MfN GtE1RANG 7)'PE s:SlzE f7NeEbM Ni TC? MA30NRY TO A. ... EDGE ANCHOR ITw 1/ 4" 1.1/4" 2" 4" TAPCON ELCO 1/4" 1.1/4" 1" 4" ULTRACON II it II DOUBLE DOOR BUCK ANCHORING I MULLION I 4 I SHOWN FOR I MULLION }I TYP. I REFERENCE SHOWN FOR I HEAD I REFERENCE I JAMBS II I I II I I II II II II II II 2X II ASTRAGAL I ICK II SHOWN FOR I II II REFERENCE II II II II II II II II II II II II II II II II II II II I II MASONRY J DOUBLE W/SIDELITES OPENING BUCK ANCHORING ou rn z°Niip o rn t0JOtp it 1piit o no m z U N •• JJ 9 U 0 Z ryyeE. 9m W N a nn ma`a 0 E zv° cw3d o O OO 0O F- N i5 U m Z W Q U2CO U U 4" c a F a V J} U m m DDATE: E21/ 122/ Dwc.BY:JK m HK. BY: LFS 3 RAWING NO.: FL-15225.5-80 0 SHEEr 2OF 6 N Q a., E„ AeMULLIONnil II% SHOWN FOR ]III jjj--- REFERENCE X n A W/2X BUCK INSTALLATION - 3 C O O 9 W/1X BUCK INSTALLATION 3., W ti Q w W z L, or I N In a O D" "A„ I F-i F 7 I- MULLION n SHOWN FOR _ W 0zREFERENCE wLU IW/2X BUCK INSTALL IW/1X BUCK INSTALL TYP. HEAD & JAMBS - L= T TYP. HEAD & JAMBS - j! T— S'EETL DETAIL SEE - a N 6 •I toNOTE1 16 16 16 IIII IIII - IIII IIII 12 IIII 5 12 SEE DETAIL in o - n I Q- h\ >' N + `n a U 16 16 I % 55 12 1 III LLJ o n IIII IIII v I111 C„ „D., "E" C, "D„ "A„ VIEW "C"-"C'' SINGLE DOOR W/SIDELITES VIEW "E"-"E" VIEW "D"-D"' SINGLE DOOR WISIDELIT SHOWN W/ OPTIONAL CORRUGATED FASTENERS. ITEM 130 (TYP. ALL SIDELITE/HAR WDARE NOTES: SIDELITE TO DOOR JAMB CONNECTIONS) A" Z j W/2X BUCK 4W/1X IIIIIIII 0 O ;5INSTALLATION BUCK- SEE Eo, z 0 INSTALLATION TYP. DETAIL 1 •. r: gi g 9 d EHEAD & JAMBS a m O t m a a A z 8J VIEW "B"-"B" 1. The sidelite is direct set into thejamb with (12) #8 x 2" pfh. wood screws. There are (4) at each Bverticaljamb, from the top down at 13.5", 31 ", 48.5" & 66". There are (2) at the header at 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. 2. For optional sideiite construction with staples, sidelite is direct set into the jamb with (5) 7/6"X t C 1 3/a" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). 3. Latch, deadbolt and hinge locations vary. See Certification Agency Certificate and corresponding test reports for specific dimensions and design pressure ratings. CONCRETE ANCHOR NOTES: 1 1. Concrete anchor locations at the corners may be adjusted to maintain the min. DETAIL "4" edge distance to mortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. A A3. Concrete anchor table: ANCHOR: MIN C[E4RsNC.EtiINNCHOR TYpE SIIE ::: fMBEDMENi i0 MASONRY TO ADiACENT ;:: EDGE;; ANCHOR ITW TAPCON® 1/4" 1-1/4" 2" 4" ITW TA CONS 3/16" 1-1/4" 3" 1.1/2" 1 1 A A 1 1 DETAIL ' " o 16 ><= 5 cv ~ W N O O F 0 B. "A" a a 44 1-2 SINGLE DOOR VIEW '4"-"A" a 0 B 0 DETAIL "6" 10 DETAIL "2"' DATE; 2121112 SCALE: N.T.S. D DWG. Br: JK m CHK. BY: LFS ? DRAWING NO.: ¢ N FL- 15225.5-80 0 INSHEET3OF6 E" C •, 7" 3° 3" 4 3 Lll 3'' 3„ I II II II I II II IIII II SEE DETAIL ,.3" IIII A IIII SEE T3 SHEET3 II III 9 I MULLION SHOWN FOR _ II REFERENCE I ASTRAGAL SHOWN FOR _ REFERENCE ONLY I — II II All 16 II 16 16 55 IN II - C" " E" VIEW " C"—"C" DOUBLE DOOR W/SIDELITES W/ 2X BUCI INSTALLATIC W/ iX BUCI INSTALLATIO TYP. HEAD JAMBS SEE DETAIL 4„ NIO m co6. 3" 3 6.. 1 - ZL7/ VIEW "E"—" E" Item DESCRIPTION Material A 10 x 2-1 2 PFH WOOD SCREW STEEL B 10 X 1-3 4 PFH WOOD SCREW STEEL C 10 X 1 PFH WOOD SCREW STEEL 1 10 x 3 4 LG. PFH WOOD SCREW Hine to Frame STEEL 4 1 4" x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL 5 1 4" x 1-3 4" ITW PFH CONCRETE SCREW STEEL 9 1 4" x 3-3 4" ITW PFH CONCRETE SCREW STEEL 10 8 X 3 PFH SCREW STEEL 11 3 76" x 3-1 4" ITW PFH CONCRETE SCREW STEEL 12 1 4" x 3-1 4"ITW PFH CONCRETE SCREW STEEL 13 MASONRY — 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4" X 2-1 4" PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB PINE, SG >= 0.42 WOOD 21 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2" X 1" X 25 GA. CORRUGATED FASTENER STEEL 0 n a0 z W/2X BUCK X 0 SEE DETAIL II INSTALLATION A DETAIL _ _ ( o E m z m c 0 3" I W/1 x BUCK - -< E 0 9 o a INSTALLATION m d a m II TYP. HEAD & JAMBS _ Zo OE v L 3ujd ASTRAGAL SHOWN FOR REFERENCE in I ONLY b= N < w O Z_ Z'o o¢ II = oN J 16 I16Of 5 II 5 — = w II _ m a m II LL 0 DOUBLE DOOR B 1 C 1 DETAIL " 4" A 1 A 1 DETAIL " 1 " a a m'v VIEW " A" —" A" 3 m SHOWN W/ OPTIONAL CORROCATED FASTENERS, ITEM 130 (TYP. ALL SIOEUTE TO DOOR JAMB CONNECTIONS) 11 0 DETAIL " 3" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. LL 4 w O Q F o N Oz DATE: 2121112 SCALE N. T.S. ` DWG. eY: JK Hx. BY: LFS 3 DRAWING NO.: a I' FL- 15225. 5—do c SHEET4 OF 6 INTERIOR EXTERIOR 1 HEAD JAMB Tolxsub-buck Inswing shown o .. INTERIOR EXTERIOR 2 HEAD JAMB 5 To wood frame Inswing shown BUCK INTERIOR EXTERIOR 25' MAX. SHIM SPACE 1.15" MIN. EMB. 1.25' MIN. EMB. TYP. 4 VERTICAL SIDE JAMB To 2x sub -buck Inswing shown u 1 za f T y m NW Z_ W m BUCK N Z,, w A Zi INTERIOR EXTERIOR 3 HEAD JAMB To 2x sub -buck Inswing shown INTERIOR EXTERIOR 0.15' MIN. C-SINK 0.25" MAX. SHIM SPACE 1.15' MIN. EMB. 5 VERTICAL SIDE JAMB To wood frame Inswing shown oto Z om 111111 O n N Z v L7 oilYZU N m C 0, 9 0 0 a 0oZ W 8 DATE: 2127112 z SCALE: N.T.S. wc. 6r: JK m HK. 9Y: LFS ? RAWINC NO.: R FL-75225.5-80 a SHEET _5 OF IL N INTERIOR EXTERIOR z Q 1 VERTICAL CROSS SECTION Inswing configuration INTERIOR EXTERIM 4 VERTICAL CROSS SECTION 6 Inswing configuration yy jyp] Z 1 i \Y• ``s OOE Z O m 0 INTERIOR EXTERIOR /r trlrj, $ N z o EXTERIOR INTERIOR h ` [ E ? m e cW90ra 20 \v + maaE f Z ' oicZ 7 13 21 12 t3 16 o 0 REM QU 2VERTICAL CROSS SECTION 33 VERTICAL CROSS SECTION i S m p" JOutswing configuration 6 wn o m < Q UO a a EXTERIOR INTERIOR 1VERTICAL CROSS SECTION JOutswing configuration EXTERIOR INTERIOR W N 6 VERTICAL CROSS SECTION Z DATE: 2121112 s 6 Outswing configuration SCALE: N.T.S. DWG. er: JK u CHK. er: LFS 3 DRAWING NO.: D N FL- 15225.5-80 SHEET 6 OF 6 INSTALLATION NOTES: 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. . 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF *1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTICOR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING, USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2INCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/161NCH ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMA/N W W DA 101/1.5.2-97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: ALUMINUM 6063-T6. 7. GLASS THICKNESS& TYPE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 8 FOR GLAZING DETAIL. 8. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL 9. APPROVED CONFIGURATIONS: 2T- XO, OX, XX, OXO, XXO, OXX, XOX, OXXX, XXXO, OXXO, XXXX 3T- XXX, XXO, OXX, OXXX, XXXO, XXXXXX, OXXXXO PLY GEM WINDOWS BUILDER SERIES 4780 PATIO DOOR TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A INSTALLATION A GENERAL NOTES Z ELEVATIONS 3 ELEVATIONS 4 ANCHOR LAYOUTS 5 ANCHOR LAYOUTS 6 VERTICAL SECTIONS 7 VERTICAL SECTIONS B HORIZONTAL SECTIONS d GLAZING DETAIL 9 HORIZONTAL SECTIONS 10 HORIZONTAL SECTIONS DESIGN PRESSURE RATING MAX. PANEL SIZE DESIGN PRESSURE MISSILE IMPACT RATING 48.50" X 95.00" 30.0 PSF NON -IMPACT Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.02 13:01:07-05'00' PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-984-6683 O m 1 i7 U v q O Z H aMo d m rnJ d U LUW ZO 0 Zmm eQ W Q LU F4 Z H a LU ii1 r Of m im N LU a D m w 0Q o V) Z O zH'^^ V) H H J U LU o w Qw u LL C3 0] J U) Z`0 se_ Z03vL0 0 DWG #: PGW064 SHEET: 1 OF10 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH 95.00' MAX. PANEL HEIGHT 96.00" MAX. DOOR 91.25" HEIGHT MAX. D.L.O. HEIGHT NOTE: SCREEN PANELS NOT SHOWN FOR CLARITY. MAX. SCREEN PANEL HEIGHT: 94.50" MAX. SCREEN PANEL WIDTH: 49.00" 96.312" MAX. DOOR WIDTH B C 6 6 01 L ELEVATION EXTERIOR VIEW - 2 TRACK 96.01 D HE 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH MAX. PANEL HEIGHT 5.00" MAX. DOOR 91.25" HEIGHT MAX. D.L.O. HEIGHT y// 48.50" MAX. PANEL WIDTH 142.56" MAX. DOOR WIDTH 45.25" MAX. D.L.O. WIDTH E F 7 7 95.00° O 10 p 30MAX. PANEL P HEIGHT 10 MAX. J L L OR 91.L' q 9q GHT MAX. D.L.O. HEIGHT I l ELEVATION 4 EXTERIOR VIEW -3 TRACK 147. 000" MAX. DOOR WIDTH B C 6 6 ELEVATION EXTERIOR VIEW - 2 TRACK 01 Id PLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 U) M m Z % H v z dmLL a W aH Q Cy UQ U US w mw mnmZQm, LLu w H LJ Q H Q rn p W H Q Z H Q a F- m W L M LLJ Q Tm V O H z V J U LLJ LL: ref W ^. m Z = c¢iZop3 v 0 DWG #: PGW064 SHEET: 2 OF10 NOTE SCREEN PANELS NOT SHOWN FOR CLARITY. MAX. SCREEN PANEL HEIGHT: 94.50" MAX. SCREEN PANEL WIDTH: 49.00" 96.0( D, HE. 96.00 IN HE: 192.00 MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH E F 7 A 7 45.25" MAX. D.L.O. WIDTH B C 6 6 O 10 N 95.00" 10 MAX. PANEL T P M P HEIGHT q S0 g 1 0 MAX. G L L OR 91.25" e 9 9 GHT MAX. D.L.O. HEIGHT ELEVATION A EXTERIOR VIEW - 2 AND 3 TRACK 285.750" MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH Fe PLY GEMWINDOWS 433 N. MAIN 5T.. PO BOX 559. ROCKY MOUNT. VA 24151 PH: 540-464-6348 FX: 540-484-6683 m a Mm V) Ci ai a0 m H o o S K 9 v z amp a H H u = z 8 wV) W m H Q m vlyH W LL, Z¢Z m W J Co < o 1 d Cowl, a n- H 0 uvv 00" 10 tX. p P PPANEL1010HEIGHT1010 MAX. J L L L L I0R 91.25" 9 9 99 9 GHT MAX. D.L.O. HEIGHT ELEVATION EXTERIOR VIEW -3 TRACK v ry w m m Z DWG #: PGW064 SHEET: 3 OF10 6.00" MAX. FROM CORNERS, TYP --.- F[ 20.75"MAX.O.C,TYP 6.00" MAX. FROM CORNERS,TYP 20.75" MA INSTALLATION ANCHOR, TYP 6.00" MAX. FROM CORNERS, TYP j I--1 20.75" MAX. O.C. TYP ANCHOR LAYOUT 2 TRACK 6.00" MAX. FROM CORNERS, TYP F[ 19.25"MAX.O.C.TYP 6.00" MAX. FROM CORNERS,TYP 20.75" MA INSTALLATION ANCHOR, TYP 6.00"MAX. FROM CORNERS, TYP —.- 20.75" MAX. O.C. TYP ANCHOR LAYOUT 2 TRACK 6.00" MAX. FROM CORNERS, TYP F[ 18.63" MAX. O.C. TYP 6.00" MAX. FROM CORNERS,TYP 20.75" MA INSTALLATION ANCHOR, TYP 6" MAX. FROM CORNERS, TYP---I---I-20.75" MAX. O.C. TYP ANCHOR LAYOUT 3 TRACK EA PLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540 r84-6348 FX: 540-484-6683 a m o J MVV E m aC H V S k W O CD m Q V) u m Z¢ m e fyW H Z H rn p H ¢ Z m LU m a M wF- a Z O H z H H LLi LU Of-w0 K LL ' F W 0 m J V CD^ V c¢iZ1n PGW064 SHEET: 4 OF10 6.00" MAX. FROM CORNERS, TYP[ 718. 13" MAX. O.C. TYP 6,00" MAX. FROM CORNERS, TYP 20.75" MAX. O.C. TYP I JINSTALLATIONANCHOR, TYP 6.00" MAX. FROM CORNERS, TYP - ---20.75" MAX. O.C. TYP ANCHOR LAYOUT 2 AND 3 TRACK 6.00" MAX. FROM CORNERS, TYP 17.10" MAX. O.C. TYP 6.00" MAX. FROM CORNERS,TYP 20.75" MAX. O.C. TYP INSTALLATION ANCHOR, TYP r/ 6.00" MAX. FROM CORNERS, TYP --- -I- 20.75" MAX. O.C. TYP ANCHOR LAYOUT 3 TRACK 01 PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540484-634B FX: 540-484-6683 M tn z O0 ZHQ oH W p lh mw nmZ ¢ m v Ofw ¢ H w aZr¢i CL m W 4 a m L a w 3 d M wH 0 w:4 m _..:;: JV3C 1-3Zao^ 3 in a DWG #: PGW064 SHEET: 5 OF10 1 3/4" MIN. SEPARATION 3/4" MIN. EDGE DISTANCE 2 1/2" MIN. EDGE DISTANCE CAULK BETWEEN CONCRETE/MASONRY BY OTHERS CONCRETE/MASONRY & 1X WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS 1 MIN. EXTERIOR FINISH BY OTHERS EMBEDMENT 1 I O.A. UNIT HEIGHT PERIMETER CAULK BY OTHERS 3/16" ITW TAPCON INSTALLATION ANCHOR EXTERIOR EXTERIOR 1/4" MAX. SHIM VERTICAL SECTION 6 CONCRETE/MASONRY - HEAD 2 TRACK INTERIOR 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1 3/4" MIN, SEPARATION 1 1/2" MIN. r EMBEDMENT 1/4" MAX. SHIM O.A. 410 WOOD SCREW ' 111 I 11 IIUNITINSTALLATIONANCHOR HEIGHT INTERIOR EXTERIOR INTERIOR C) VERTICAL SECTION 6 2X WOOD FRAME- HEAD 2 TRACK PERIMETER CAULK BY OTHERS SET SILL IN BED OF CAULK 1 1/4" MIN. OR WET CEMENT EMBEDMENT 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY21/2" MIN. 1 3/4" MIN. BY OTHERSEDGEDISTANCESEPARATION A VERTICAL SECTION l % CONCRETE/MASONRY - SILL 2 TRACK or-§ PLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 Q M V) m Uika T O O H B O m zO m a m a omULL LU LU m H H m v W Zr¢-i a L.¢ Z J a ¢ c i m w m a m wH a Z H o H W jy n 13 l'i3 In o""=Z V) o p U DWG #: PGW064 SHEET: 6 OF10 1 3/4" MIN. SEPARATION — 3/4" MIN. EDGE DISTANCE 2 1/2" MIN. EDGE DISTANCE CAULK BETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY & IX BY OTHERS WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS a'•:'. a 1 1/4" MIN. EXTERIOR FINISH e '' EMBEDMENT BY OTHERS PERIMETER CAULK BY OTHERS 3/16" ITW TAPCON IN5TALLATION ANCHOR O.A. UNIT HEIGHT EXTERIOR PERIMETER CAULK BY OTHERS 1/4" MAX. SHIM INTERIOR VERTICAL SECTION 7 CONCRETE/MASONRY - HEAD 3 TRACK 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1 3/4" MIN. SEPARATION 1 1/2" MIN. ` I F EMBEDMENT 1/4" MAX. SHIM 10 WOOD SCREW — ' 11 II 111 II IIINSTALLATIONANCHOR S — INTERIOR O.A. EXTERIOR INTERIOR UNIT HEIGHT VERTICAL SECTION 7 2X WOOD FRAME - HEAD 3 TRACK SET SILL IN BED OF CAULK 1 1/4" MIN. OR WET CEMENT EMBEDMENT 3/16" ITW TAPCON INSTALLATION ANCHOR 2 1/2" MIN. I 1 3/4" MIN. CONCRETE/ MASONRY EDGE DISTANCE YYY--- SEPARATION BY OTHERS Spy VERTICAL SECTION 7 CONCRETE/MASONRY - SILL 3 TRACK PLy GEMWINDOWS 433 N. MAIN ST. PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 mm In m V #k v 4 m o D d m m W w H u) K V S X m H H m c w0 > 0 a Z H aw -3¢ Z J3 Q < d m w 0 a m w m s a Fw- T I07 7- 0 H o V) H J W U) w0 LL oo m Ca o Z V)= U Z 0 V) DWG #: PGW064 SHEET: 7 OF 4 O CAULK BETWEEN 1X WOOD BUCK & CONCRETE/ MASONRY BY OTHERS 3/4" MIN. EDGE DISTANCE nwka z 1 3/4" MIN. SEPARATION 2 1/2" MIN. a , EDGE DISTANCE IX WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM INTERIOR I 3/16" ITW TAPCON 7 INSTALLATION ANCHOR fSEE GLAZING DETAIL A EXTERIOR PERIMETER CAULK BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 8 CONCRETE/MASONRY-JAMB 2 TRACK 11/2" MIN. EMBEDMENT INTERIOR 1/4" MAX. SHIM SEE GLAZING DETAIL A _ 2X WOOD FRAME BY OTHERS 10 WOOD SCREW PLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540 84-6348 FX: 540 484-66B3 m 1 INSTALLATION ANCHOR M M u> a c-i tk c 4 1 3/4" MIN. O 2, r Q H N m P SEPARATION wU) % o = wLu V 2 LL 3/4" MIN. EDGE o Q m H¢ m DISTANCE w n o Z¢ a o •a w Q Z m d mLLIQ m EXTERIOR 1~ m m SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS EXTERIOR FINISH Q BY OTHERS O.A. UNIT WIDTH --I Vi Z O n HORIZONTAL SECTION H Z0 HR % 2X WOOD FRAME -JAMB J 2TRACK U 5/8" O.A. INSULATED GLASS CONSISTING OF: p r 5/32" TEMPERED GLASS,E4F ,••• ti/ AIR SPACE, p -• uk$ I 5/32" TEMPERED GLASS, ^ 6-* I' to t as 0.75" GLA55 BITE EXTERIOR w m > w m n GLAZING DETAIL A NOTE: oo Za GLASS THICKNESS AND TYPE DWG #: SHALL COMPLY WITH ASTM E 1300 PG W064GLASSCHARTREQUIREMENTS. SHEET: 8 OF10 1 1/4" MIN. EMBEDMENT CAULK BETWEEN 1X WOOD — BUCK & CONCRETE/ MASONRY BY OTHERS i 3/4" MIN. EDGE DISTANCE a 1 3/4" MIN. SEPARATION TYP. 2 1/2" MIN EDGE DISTANCE a 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 1/4" MAX. SHIM INTERIOR 3/16" ITW TAPCON INSTALLATION ANCHOR EXTERIOR PERIMETER CAULK BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 9 CONCRETE/MASONRY -JAMB 3 TRACK INTERIOR a EXTERIOR HORIZONTAL SECTION 9 INTERLOCK 1/4" MAX. SHIM INTERIOR 10 WOOD SCREW INSTALLATION ANCHOR 1 1/2" MIN. EMBEDMENT 2X WOOD FRAME. BY OTHERS 1 3/4" MIN. SEPARATION TYP. 77/3/4" MI . EDGE DISTANCE EXTERIOR SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 9 2X WOOD FRAME -JAMB 3 TRACK INTERIOR EXTERIOR HORIZONTAL SECTION 9 BUTT STILE PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT. VA 24151 PH: 540-484-6348 FX: 540-484-6683 v v#v m O 7-O n Vl v ° LuCL JQ CC V = 2 Q U W ZLuT C9 m W m li S C d cQ c m w a a CO m wF- Q0 cL: ; F- m d y a j W "• m m J 01 V) p Q U DWG #: PGW064 SHEET: 9 QFq O LLA PLY GEMWINDOWS INTERIOR INTERIOR 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 m 0 u r U V TElN m 0O H > o J m nrVUn) H K U S LL 0 Q U w ~ Z U) O m W m H ¢ m EXTERIOR EXTERIOR w a o o o Z H a H Q Z rN HORIZONTAL SECTION HORIZONTAL SECTION mL. BUTT STILE W/ SCREEN ADAPTER SCREEN BUTT STILE w a V) Z O z u INTERIOR fe w w a a a o••.. EXTERIOR LL : F p HORIZONTAL SECTION INTERLOCK W/SCREEN INTERLOCK i l r••• • F w m m O z zUU) l'o DWG #: PGW064 SHEET: 10 OF10 9 1 74.3 NOTES. 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - 090" MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) ,#8x1' SCREWS INSTALLED IN 13 GA HORIZ ANGLE TOP OR INTERMEDIATE SECTION ('WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT 13 GA FLAG AN CLE OF 13.75" AND A MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. 16 GA MIN HORIZ TRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/16x1-5/8" 090" MINIMUM SSB GLAZING IN MOLDED FRAMES GLUED WITH LAG SCREWS A 1/8" BEAD OF BOSTIK 1100 OR EQUIVALENT UNDER THE MIN 3 AS OUTER FRAME AND SCREWED TOGETHER VATH A MINIMUM OF SHOWN) 10) /8x1" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS 16 GA MIN VERT UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. TRACK GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75" AND A MAXIMUM LENGTH OF 39". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE 5/16x1-5/8" LAG DEBRIS REGIONS. GLAZED SECTION REQUIRES 18 GA J-STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREW TO 1/4-2Ox9/16" TRACK ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/4-20 HEX STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON NUT AT EACH JB JAMB SHEET 2. BRACKET LOCATION 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR 1WTHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4' MAKROLON-AR POLYCARBONATE OR EQUAL. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21" AND A MAXIMUM LENGTH OF 50.08'. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS 15 GA STIFFENEDATTACHEDTOU-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G JAMB BRACBRACKETSACSHEET2). 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB SEE SCHELD FOROFSECTIONANDOPERATORSTILETOBEFACTORYINSTALLED. QUANITY, LOCATION, INSTALLER SHALL FIELD INSTALL (1) 1/4-14x7/8" SELF AND TYPEDRILUNGCRIMPTITESCREWTOATTACHTHEJ-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK OR SLIDE LOCK- 4. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REQUIRED WITH OPERATOR 7/16" TO MEET NEGATIVE PRESSURES. SEE NOTE 5). SLIDE LOCK SHOWN FOR 5. KEY LOCK, SLOE LOCKS, OR OPERATOR REQUIRED. CLARITY 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE NOTE: (4) SECTION SOLID POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 DOOR SHOWN. SEE SHEET GA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER. 2 FOR U-BAR LOCATIONS END CAP TO HAVE A MINIMUM 1.1" DEPTH. ON DOORS WITH OTHER SECTION QUANTITIES AND 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, 2, AND 3 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON THIS SHEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. B. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040" MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) #8xi" SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERUNE OF THE DOOR. JOHN E. SCATES. PE 3121 FAIRGATE DR. CARROLLTON, Tx 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF NINOLOAD CONSTRUCTION DETAILS. KLUUIKtU UN UUUK YAUIHS LtSS IHAN UK EQUAL TO 12'-0". JAMB BRACKET SCHEDULE DOORHEIGHT N0. OFSECTIONS NO. 0 JAMB BRACKETS EACH JAMB) TRACK TYPE LOCATION 0 CENTERUNE 0 JAM BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS f 2") 7'-0' 4 6 01 7 (JB), 13" (QI , 25-1/2' (JB). 34 (JB), 45-1/4" (QI), 63' (JB) 7'-0' 4 6 FAT JB), 10" (JB), 21-3/4" (JB), 29-3/4" (JB), 42" (JB), 63-1/4" (JB) 8'-0" 5 8 01 JB), 13" 01), 23" JB , 34" JB), 47-1 4" 01), 58" (JB), 67" (01). 75" JB) 8'-0" 5 8 FAT JB), 10' (JS), 21-3 4" (JB), 29-3/4" (JB), 48" (JB), 57-1/4" (JB), 66" (JB), 75-1/2" (JB 8'-O" IGH LIFT/ROOF PITCH SEE NOTE BELOW NOTE: JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT. QI) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOORHEIGHT UNIFORM LOAD EACH JAMB (PLF) WIDTH 16'-0" ALL 207.2/-230.4 14'-0" ALL 181.3/-201.6 12'-0" ALL 155.4/-172.8 10'-0" ALL 129.5/-144.0 agne a a'teln DIVISION OF OVERHEAD DOOR C 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 STATIC PRESSURE RATINGS APPROVED SIZES DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-C" TEST (PSF): +38.85/-43.20 MAX HEIGHT! 8'-9" IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21 MODELS 5120/6100/9100 WINDLOAD SPECIFICATION OPTION CODE 0230 REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED J-BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. CRT 3/8/O6 PS ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR WIDTHS. MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. CRT 6/6/07 P7 MODIFIED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2. GRT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED :TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE. INCREASED MAX HEIGHT TO 8'-9". ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. GRT 7/22/08 P9 UPDATED T17LE BLOCK GRT 8/26/10 P10 ADDED LONG PANEL GLAZING OPTION GRT 3/15/11 N.T.S. SIZE: A DATE NAME I 3/8/O6 GRT ED 4/6/08 MRB SHEET 1 OF 2 DRAWING PART NO. REV. 318960 P10 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR / AND ATTACH THRU END CAP AT WITH (2) 1/4-14x5/8' EACH END WITH (2) 1/4-14x7/8' CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCREWS FOR STANDARD TRACK AND (3) 0 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH WITH (2) 1/4-14x5/8" CRIMPTITE SCREWS. THE (8) PRE -PUNCHED HOLES EACH END USE VIEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU END PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS GA HINGE ATTACHED U-BAR PLACED OVER TOP WITH / WITH ( IT 1/ CREWS RIBEPTIONOONTHE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OF2 BE ATTACHED THRU END CAP AT EACH WHICH WHICH ARE FACTORY END WITH (1) 1/4-14x7/8" SELF DRILUNG ATTACHED) I ITE SCREW LOCATED THE TOBOTFLANGE OF THE U-BAR BOTTOMNOTE. DUE TO CLEARANCES REQUIRED TO 2" NYLON STORMGARD INSTALL SCREWS AT THE ENDS OF THE ROLLER WITH U-BARS, ALL U-BARS SHALL BE 4- 1/2" STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER WITH ( 6) 1/4-20z5/8" INTEGRAL RIB AND ATTACH CRIMPTITE SCREWS (2 OF WITH RMP( T1TE1SCREWS ShHBRU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION ( 1 THRU FLANGE TOP LEAF, AND 1 OF WHICH IS FIELD INSTALLED OF U-BAR AND BOTTOM THRU PRE -PUNCHED HOLE HINGE LEAF AND 1 THRU IN U-BAR) WEB OF U-BAR AND INTEGRAL RIB OF SECTION) DETAIL C 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH / " D 3) 1/4-14x5/8' PLACE U-BAR OVER INTEGRAL RIB WITH CRIMPTITE SCREWS - CREWSNOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-14x7/8" SELF DRILUNG CRIMPTITE SCREW AS FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-14x7/8' SELF BOTTOM BRACKET MUST BE DRILUNG CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM BOTTOM OF THE BOTTOM U-BAR AT U- BAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) 1/4-14x7/8' SELF DETAIL D HINGE LOCATION. USE (1) 1/4-20x5/8" DRILLING CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS DETAIL THIS SHEET. 8x3/ 4' MIN STAINLESS SCREWS WITH STAINLESS - - BACKED RUBBER WASHERS 3- 1/2" O.C. MAX 1/ 8' BEAD GE ULTRAGLAZE SSG4000AC I l STRUCTURAL SEALANT OR ' I USED ONLY ON IMPACT - — GLAZED SECTION — 11 GA REINFORCEMENT BRACKET ATTACHED WITH ( 4) 1/4-14-0/8" SELF DRILLING CRIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U-BAR) DETAIL G 1) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREW AT CENTER LINE OF DOOR THRU J- STRUT & OPERATOR BRACKET. NOTE: J-STRUT & SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED SECTIONS. SEE NOTE 2 SHEET 1 ATTACH BOTTOM BRACKET To BOTTOM u-BAR WITH (2) 1/ 4-147/8" SELF DRILLING CRIMPTITE SCREWS_ IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH ( 6) Y. 18 GA, 80 KSI U—BARS LOCATED OVER INTEGRAL RIBS AS SHOWN -- 4) SECTION DOORS WITH ( 5) Y. 18 GA, 80 KSI U—BARS LOCATED OVER INTEGRAL RIBS AS SHOWN — DETAIL F U- BAR ATTACHMENT NOTES 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/8" CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/ 4-140/8" SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP ( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) 1/4-146/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14x5/8" CRIMPTITE SCREW APPROXIMATELY 8" FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0', THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U- BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'- 0", THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. NON- STRUCTURAL DECORATIVE OUTER WINDOW TRIM 2, WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN 1/ 4" POLYCARBONATE THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE 1 ATTACHED TO THE DOOR WITH 1/4-14z5/8" CRIMPTITE SCREWS. REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U- BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. GRT 3/8/06 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR WIDTHS. MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. GRT 6/6/07 P7 MODIFED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2. GRT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE. INCREASED MAX HEIGHT TO 8'-9". ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE, GRT 7/22/OB P9 UPDATED TITLE BLOCK GRT 8/26/10 P10 ADDED LONG PANEL GLAZING OPTION GRT 3/15/11 3. 18 GA U-BARS SHALL BE STAMPED "48" APPROXIMATELY B" FROM EACH END. FACER STEEL II STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A Wayne® DESIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0" 1 1DATE NAME TEST ( PS +3B.85/-43.20 MAX HEIGHT: 8'-9" DRAWN 3/8/06 GRT a1ton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CHECKED MRB JDHN E. SCATES. PE 3121 FURCATE 50 c51737TON, Tx 75007 FLPE51737TXPE56308/F2203 NON— STRUCTURAL DECORATIVE INNER WINDOW TRIM ---- A ET 2 MODELS5120/6100/9100 SHEET 2 OF 2 DIVISION OF OVERHEAD DOOR CORP DRAWING PART NO. REV. 3395 ADDISON DRIVE PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WNDLOAD CONSTRUCTION DETAILS. DETAIL E PENSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0230 318950 P1 O 850) 474-9890 _ 14" MAX 12" MAX 12" MAX I 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN E. SCATES, PE 3121 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 55305/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. CE PLATE LOCATION SCHEDULE 13 GA MIN CONTINUOL WALL ANG 11 GA MIN CLIP SEE SCHEDULE TYPICAL CLIP BOLTING DETAIL 13 GA MIN CONTINUOUS WALL ANGLE D ( 2) 1 /4" X 7/16 SEMI j TUBULAR RIVITS j o CLIP DETAIL ' 11 GA MIN CLIP SEE SCHEDULE TYPICAL CLIP RIVETING DETAIL CLIP LOCATIONS RSW 0.2 SEE SCHEDULE ON TRACK 3) 1 /4"-20 TRACK DR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT 11 GA MIN CLIP SEE SCHEDULE 1,—j—(1) 1/4"-20 TRACK TRACK 13 GA MIN \ i' OR CARRIAGE BOLT CONTINUOUS ! WITH 1/4"-20 NUT WALL ANGLE TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR MAX PSF WIDTH 9'-0" 46.0 PSF —52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF REVISIONS 2 2 INCH TRACK —CLIPS —TEXAS WALL ANGLE 12 FOOT JPDATED Bpi 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED "TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS GIRT 4/2/D7 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. CRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE do CLIP SCHEDULES. DLP 9/08/07 P6 UPDATE MOUNTING DETAIL DRAWNGS. GIRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE #8 CLIP (REPLACED WITH k9 ACROSS THE LP 10/24/07 P8 UPDATED STEEL MOUNTING DETAIL MRB 04/11/08 P9 EXPANDED 1-1/2" TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH. GIRT 12/11/08 P10 UPDATED TITLE BLOCK GRT 6/2/10 WagnI a't® DRAWN DATE 3/21/07 NAME CRT CHECKED 8/21/07 MRB SHEET 1 OF 2 3395 ADDISON DRIVE FLRIDAPEN ( 850)A474 09890 32514 DRAWING PART NO. 307494 REV. P1 oTRACKSUPPLEMENTCHART 2 3/4" f 1 " EDGE DIST E60XX MIN. 1/8 2-24 1/8 2-24 MIN 3/16" THICK STEEL FOR MOUNTING LAC x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLIP SPF (G=0.42) OR _ _ -_- BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL a, v . e a . c 4 e' e a e a CONCRETE MOUNTING DETAIL JOHN E. SCATES. PE 3121 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56305/FZ203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLDAD CONSTRUCTION DETAILS, WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDING 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2" THICK D OR CLIP S FROM BOTTOM TO TOP SPLICELATE # 7'-0" 7, 9, 9, 9, 9, 11 16 8'-0" 7, 9, 9, 9, 9, 11, 11 16 9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18 10'- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13 18 11 '- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 20 13'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2" THICK DOLOR HEIPLATECLIPSFROMBOTTOMTOTOP SPLICE 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6, 6, 7, 7, 9, 9 12 9'-O" 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 13'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 14'-0" 1 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18 MODELS 6100 8300 8700 1-3/8" TO 1-5/8" THICK DOOR CLIP S FROM BOTTOM TO TOP SPLICEATE # 7'-0" 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1" THICK DOOtR HEIGATECLIPSFROM. BOTTOM TO TOP SPLICE 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-C" 4, 4, 4, 4, 4, 4, 4, 4 6 rG10'-0" 4, 4, 4, 4, 4, 4, 4, 4, 4 6 Wagn® Balton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN ( 850)A4740989A0 32514 REVISIONS P2 2 INCH TRACK -CLIPS -TEXAS WALL ANGLE 12 FOOT UPDATED BPJ 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED "TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITLN HD ANCHORS GRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY TO TRACK CLIP SCHEDULE. GRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE & CLIP SCHEDULES. DLP 9/06/07 P5 UPDATE MOUNTING DETAIL DRAWINGS. GRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE DF THE #8 CLIP (REPLACED WITH #9 ACROSS THE HUAR0). DLP 10/24/07 P8 UPDATED STEEL MOUNTING DETAIL MRB 04/11/08 P9 EXPANDED 1-1/2" TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH. GIRT 12/11/06 P10 ADDED MODEL 8700. UPDATED TITLE BLOCK GIRT 5/2/10 DRAWN SHEET 2 OF 2 DRAWING PART NO. REV. 307494 P10 A Division of Overhead Door Corporation h• • efI I d_.h f Mel AM 0", - 76M This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/F NOTE3 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 7 6 800 9 7 6 No.51737 0 STATE OF RID 10NliMA;,` 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 IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 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. B. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:56:33-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB (LB/FT)"ore a 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a ON ip No. 0737 0 STATE OF 0! i 4X-, !pLOR OP p F. OMA `10-\N` 11111 1. BASED ON 16d COMMON WIRE NAILS (0. 1 62"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision PI SCHEDULE3 3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB (LB/FT)NOTES 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 1 16 800 10 13 115 No. M737 0 STATE OF ; ty frp • / ass ONA `x\ IIII 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 311. 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE4 3/8" 0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB (LB/FT)NOTE 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLED CMUNOTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A 800 16 17 N/A No. W37 0 STATE OF •4j i.t pCOR OP 02 SONA xN` 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:01-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE5 3/8" 0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT NOTEI 2500 PSI CONCRETE""' 4000 PSI CONCRETOOTE' 2000 PSI GROUT FILLED CMU"oTez 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 1 19 8 760 18 18 8 780 18 18 8 800 17 17 8 I Wwz No. 51737 STATE :jQ j/O,p • R OR10P: d? 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 1110 3WVN OZ9vZc 1NIW3 ddnS N01103NN0O OM ON 1dVd 9NIMVdG 03NO3H0 Z 30 L 133HS Io bZ S NMVaO ' Sol 0£4Z d0 ALI3VdV3 31VO (]Vol NOIS30 WnWIxVW -310 TrVT3a 838w31N ldoddnS NIVW 3H1 O1NI „Z£/6-L d0 N0I1V813N3d wnWINIW V 3AVH IIVHS SM3NOS OVl Sa3HSVM '0'0 ,4/L-L H11M SM383S OVI "VIO „8/£ (4) I-',,Z/L-L \ F-"Z/L-L 13N3Vaa, 3NId N83H1nos N001 830V3H I3 £# 9XZ WnWINIW Sol 004Z d0 UI3VdV3 Vol NOIS30 WnWIXVW '-= Z-119I3a 4 d0 30NViS10 3003 WnWINIW V ONV a0 HL830 1N3w039W3 WnWINIW V ONV 83HSVM „4/L-L V H11M 80HONV M3a3S OH N31I1 NOS&NIS „9/£ 01 4 9 .4 „4 .e a38Wnl 13N3 3NId Na3H1nOS N301 a30V3H b £/% 9-z WnWINIW HLOIM a000 Sal 990Z 3O AlIo VdVo OVOI NOIS30 wnWIXVWN a Ti19I30 d0 33NV1SI0 3003 WnWINIW V ONV ,4/£-Z d0 HLd30 1N3W038W3 WnWINIW V ONV a3HSVM „4/L L V H11M 80HONV M3HOS OH N31LL NOSdMS .9/£ (Z) SlIV130 NOLL0f181SNOO OVOIONNI jC NOILV3I3183A 80J ONO 0301A08d IV3S S.831NION3 IYNOIMS Mld OZZ2/90£9S 3d X1 L£LLS 3d I3 L005;1 XL 'N0171088VO 80 31YOZIItl3 LZL£ 3d 'S31VOS '3 NHor 00,90- £S:8S:60 OZ'ZO'S L0Z :aIe4 3'd'S@IeaS'3 ugOrAq pau6isAllp6ia N301 a30V3HaIJ J £N 9-z aw www `,, S vP10/S NN.rN4# a% aojyS••' 9y,i O Uvis ''•da 1 11111 nwo a31114 ino8o ONV 313aON00 01 1N3W2ll3HOVllV a03 9XZ W a0 31V seas DOOM ONIOVdS 3W Ol1N31NH3VllVWnWlxVw 1H013H 8000 a0d 838Wnl 30V8o lVanlondLS 4XZ WnMNIW " 4 naHl L S31n(13HOS dad S113N31SV3 XVW 9 SW31S), S 5NI380dNl38 1SOd 1V0Il83AdOd 03a1n03a - 0NV 'Z ' L S1IV13O 33S 0696-4L4 ( 099) 4LSZ£ VOINOIJ ' VI00VSN3d 3AI80 NOSIOOV S6£E u01lell aufieM SNOISIA38 9Ld OZ9-Zc A38 ON 18Vd SNIMV80 03NO3 3WVN 1N3vmddnS N01103NNOO 8W'd(` Z 30 Z 133HS NOVd1 f1N X3H OZ—b/L ONV 1106 NOV61 9L/6xOZ—b/L 13NOVHG 6WVf NOLLVOOI 13bN3V2B 6WVf/LT£ O6—S 3W3. Z/L HLVA M3NOS OV1 .9L/9 ONIHiV3HS 2101N31N1 NOVB OIOH a01H31X3 3N( 110n&S 3HL 803 080338 d0 IVNOISS3AO8d 3HL 30 kIIIIGISNOdS38 310S 3HL 36 TVHS 38riLOnas ONLLNOdd s d0 NOIS30 38nLO081S 3HL 30 OVO1 NOIS30 3HL 0330X3 AVW OVO1 83N31SVd 319VM011V XVW IM OFUS IIVM N-41136 NO (Zb'O=O) 3dS b X Z NIW inN X3H OZ—b/L ONV 1106 NOV6-L 9L/ 6xOZ—b/L 13NOVN6 6WVf NOLLV301 13N3VHG 6WVf N33M136 .9 NIW ' 036W3 NIW .b/C—Z OH N31LL NOSdWIS .9/£ 321-. n LLs 3H1 80-1 0210032i ! 0 1VNOISS3JOHd 3H1 3061SNUS 03NIW30Z d0 A1fU3J 310S 3H1 36 TIVHS 38ruonaLS ONLLNOddns 30 NOIS30 '3NfLLon8iS 3HL Ao OVOI NOIS30 3HL 0330X3 AVW OVO1 83N31SVA 316VMO11V XVW -= 3L3HONOO ISd OOSZ NIW SIIV130 NOILOONLSNOO OVOIONIM 40 NOLLVOIA183A HOd AINO 0301A08d IV3S S,933NION3 IVNOISS31ONd COZZ1/HOTSS 3d Xl LCLLS 3d Id LDOSL XL ' N011108HV0 80 31V08IVJ LZLC 3d 'S3LVOS ' 3 NHOf 00.90- 9Z:6S:60 OZ'ZO'S LOZ :ale(] 3'd' saleDS'I ugorAq pau6is AlIeli6ia 0696-171b ( 099) bLSZL VOI8013 ' V100VSN3d 3ARJ0 NOSI00V 96£C uoIleIJ ouf eAh SNOISIA38 A INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116 INCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4 INCH MINIMUM EMBEDMENT. S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEELSTUD USE ONE (1) #10 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 5. FIN INSTALLATION: FOR INSTALLATION THROUGH STEELSTUD USE ONE (1) #8 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 7. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. ISSIMI LAR MATERIALS MUST BE SEPARATED OR COATED. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR101NTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. B. MASONRY -STRENGTH CONFORMANCETO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). C. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALLTHICKNESS OF 33 MILS. (20 GUAGE) 471214812 SINGLE -HUNG (NON -IMPACT) GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6, WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEETS FOR GLAZING DETAILS. 8, DESIGNATIONS "X"AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL & INSTALLATION NOTES 2 ELEVATIONS & ANCHOR LAYOUTS 3 4712FL VERTICAL & HORIZONTAL SECTIONS 4 4712F VERTICAL & HORIZONTAL SECTIONS 5 4812F VERTICAL & HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHHEIGHT 4712FL 48" 83.93" 50 / -70 NOT RATED 4712FL 53" 72" 50/-60 NOT RATED 4712F 53" 72" 50 / -60 NOT RATED 4712F 48" 83.93" 50/-60 NOT RATED 4812E 48" 84" 50/-60 NOTRATED 4812E 48" 96" 30 / -30 NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.10 10:48:44-04'00' 15 r FC. UO R—. D®PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540i84-6348 FX: 540-484-6683 mmm Ci#kv Y V L Z Ln m J O a: m LL U, N W¢ LUv' m W m H¢m a C p G Z n V H J C d vaamW .. o_ H a p o DWG #: PGW029 SHEET: 1 OF 5 a UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44" B F 3 4 3 0„ UNIT MAX. HEIGHT 72.00" H 4 A E 3 4 SASH MAX. _ WIDTH 51.25" ELEVATION D.L.O MAX. WIDTH 44.31" D.L.O. MAX. F iHEIGHT 33.25" UNIT MAX. HEIGHT 96.00" SASH MAX. HEIGHT 36.31" 1 SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE ANCHOR LAYOUT SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE UNIT MAX. IDTH 48.00" 5 B F 3 q D.L.O. MAX. HEIGHT 45.56" A SASH MAX. HEIGHT 35.88" 4 3 4 5 SASH MAX. WIDTH 46.25" ELEVATION INSTALLATION QTY PER EMBEDMENT EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE TYPE LOCATION SUBSTRATE IN.) DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE IN.) IN.) IN.) IN.) IN.) B SELF -TAPPING FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 4 3/16" ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 20 4 10 SELF -TAPPING FLANGE 1 STEEL STUD 3 THREADS N/A 20 f 20 4 PLY,QEM WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540484-6348 Fx 540A84-6683 F m m U#ko 4 T Z K U = z LU U m mw Z¢m ." p a a Z H a H n ¢ w d m w o a w LAU n. a rn i m wH 0 Z 0 Z V H H W w o 1* o >:"ll P11%, uumv) m o Z in N Z ¢ z o3 __ UZ mQ U DWG #: PGW029 SHEET: 2 OF 5 1/4" MAX. 3/16" ITW TAPCON SHIM SPACE INSTALLATION 3 THREADS MIN. a PLy GEMANCHORENGAGEMENT CONCRETE/ MASONRY BY OTHERS WINDOWS CAULK BETWEEN 2 1/2" MIN. EDGE DISTANCE #10 SELF -TAPPING SCREW INTERIOR 433 N. MAIN ST., PO BOX 559, CONCRETE/ MASONRY & IX INSTALLATION ANCHOR ROCKY MOUNT, VA 24151 WOOD BUCK BY OTHERS 1X WOOD BUCK PH: 510-484-6348 FX+ 540-484-66B3 BY OTHERS METAL STUD FRAMING e ' 11/4" MIN. SEE GLAZING m M BY OTHERS 1 z a ^qEXTERIORFINISHDETAIL1 BY OTHERS EMBEDMENT N w H a o ga2aon v1 T_ V) J M ug N 2 Z O m 2 SHEATHING—z b o BY OTHERS j " m w 1/4" MAX. EXTERIOR h w VS "aZ4 H ¢ PERIMETER CAULK 1 * z a o Z O.A. BY OTHERS SHIM SPACE Q H ¢ z m WINDOW w m w o a HEIGHT EXTERIOR FINISH ' w w m BY OTHERS > a a m = SEE GLAZING O.A. EXTERIOR DETAIL 1 PERIMETER CAULK WINDOW w INTERIOR BY OTHERS WIDTH ¢ VERTICAL SECTION HORIZONTAL SECTION 3 HEAD - 1X WOOD/CONCRETE/MASONRY 3 JAMB - STEEL STUD FRAME C° 4712 FLANGE 4712 FLANGE (( 11/4" MIN. Z EMBEDMENT Q 1/4" MAX. CONCRETE/ MASONRY BY OTHERS !—I Z SHIM SPACE CAULK BETWEEN H d EXTERIOR INTERIOR CONCRETE/ MASONRY & 1X > ly WOOD BUCK BY OTHERS w INTERIOR Lu SEE GLAZING IX WOOD BUCK ty o DETAIL 1 BY OTHERS 3/16" ITW TAPCON INSTALLATION ANCHOR O.A. Z BE WINDOW STRUCTURAL GRADE MIN. O * HEIGHT " MAX. / 2 1/2" ` Q' .•• '•'•• SILICONE BY OTHERS 1/4SHIM SPACE EDGE DISTANCE O ^ •• EXTERIOR FINISH ' LLF BY OTHERS N 'm 1X WOOD BUCK BY OTHERS o .:. SEE GLAZING DETAIL 1 EXTERIOR FINISH CAULK BETWEEN EXTERIOR BY OTHERS CONCRETE/ MASONRY & IX PERIMETER CAULK m m 11 WOOD BUCK BY OTHERS O.A. BY OTHERS v Z CONCRETE/ MASONRY BY OTHERS f WINDOW m a Ul VERTICAL SECTION HORIZONTAL SECTION DWG#: 3 SILL - IX WOOD/CONCRETE/MASONRY ` 3 % JAMB -1XWOOD/CONCRETE/MASONRY PGW029 4712 FLANGE 4712 FLANGE SHEET: 3 OF 5 O.A. WINDOW HEIGHT I I EXTERIOR O.A. WINDOW HEIGHT I SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1 SEE GLAZING_1_* DETAILI 3 THREADS MIN. ENGAGEMENT 1/4" MAX. SHIM SPACE INTERIOR 1 VERTICAL SECTION HEAD- 1X WOOD/CONCRETE/MASONRY 4712 FIN SEE GLAZING DETAIL L INTERIOR 8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE PERIMETER CAULK BY OTHERS EXTERIOR FINISH METAL STUD FRAMING BY OTHERS L BY OTHERS SHEATHING 8 SELF -TAPPING SCREW BY OTHERS 3 THREADS MIN. INSTALLATION ANCHORI ENGAGEMENT VERTICAL SECTION SILL- PRECAST CONCRETE 4712 FIN 1/4" MAX. SHIM SPACE 8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 1 3 THREADS MIN. ENGAGEMENT SHEATHING---- BY OTHERS EXTERIOR FINISH J BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW — WIDTH HORIZONTAL SECTION JAMB - STEEL STUD FRAME 4712 FIN EXTERIOR H VERTICAL SECTION MEETING RAIL INTERIOR PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 m M HZ w H o o g SEE GLAZING 2 CN m„ DETAIL 1 p o ¢ u n Zm¢ TZw m m o V^' Vw1Z H H o a¢ZoC m L u CoCo w ¢ awm H w f- > aCm d EXTERIOR wH a INTERIOR LL m:' , ' CO L" I ' ", -- Z U WG #: P&W029 HEET: 4 OF 5 BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT /-V- I SEE GLAZING) DETAIL 1 EXTERIOR 3 THREADS MIN. ENGAGEMENT #8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 3/4" O.A. INSULATED GLASS INTERIOR DOW 1199 SILICONE VERTICAL SECTION 5 HEAD - 1X WOOD/CONCRETE/MASONRY ` rI 4812 FIN 1/2" MIN. GLASS BITE SEE GLAZING DETAIL I EXTERIOR I 1 O.A. WINDOW HEIGHT 1 PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS SHEATHINGBYOTHERS GLAZING DETAIL 1 INTERIOR NOTE: 1/4" MAX. GLASS THICKNESS AND TYPE SHIM SPACE SHALL COMPLY WITH ASTM E 1300 GLASS CHART REQUIREMENTS METAL STUD FRAMING BY OTHERS 8 SELF -TAPPING SCREW 3 THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT VERTICAL SECTION S SILL- PRECAST CONCRETE 4812 FIN 1/4" MAX. SHIM SPACE 8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 3 THREADS MIN. / ENGAGEMENT SHEATHING" BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. BY OTHERS LWINDOW WIDTH HORIZONTAL SECTION 5 JAMB -STEELSTUD FRAME INTERIOR 011PEyGEM WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-184-6683 Hti m SEE GLAZING N w z o DETAIL x M m Z N. b oxu. Z K V m m i a N Z o N L Zp Urr o HaLu EXTERIOR m P' H N r > w m LU o M H a 4812 FIN 1/4" MAX. Z SHIM SPACE O H o H N 8 SELF -TAPPING SCREW U INSTALLATION ANCHOR LLLij 0 STUD FRAMING YEOTHERS INTERIOR 3 THREADS MIN. ENGAGEMENT 77SHEATHING BY OTHERS EXTERIOR FINISH SEE GLAZING BY OTHERS DETAIL 1 PERIMETER CAULK BY OTHERS EXTERIOR O.A. WINDOW WIDTH K HORIZONTAL SECTION 5 JAMB -STEEL STUD FRAME 4812 FIN o t nm ma LU 3 _ = u z m 0 U U) DWG #: PGW029 SHEET: 5 OF 5 INSTALLATION NOTES: 1, ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOTCUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) k8 WOOD SCREW, JOD COMMON NAIL OR 11 GAUGE ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) 410 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BYTHE 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. 471214812 SINGLE -HUNG (NON -IMPACT) AS TESTED GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS 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 FORTH E PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT, 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEETS FOR GLAZING DETAILS. 7. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A GENERAL & INSTALLATION NOTES 2 ELEVATIONS & ANCHOR LAYOUTS 3 4712FL VERTICAL & HORIZONTAL SECTIONS- 4 4712F VERTICAL & HORIZONTAL SECTIONS 5 4812E VERTICAL & HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHHEIGHT 4712FL 48" 83.93" 50/-70 NOTRATED 4712FL 53" 72" 50/-60 NOT RATED 4712F 53" 72" 50/-60 NOT RATED 4712F 48" 83.93" 50/-60 NOTRATED 4812F 48" 84" 50/-60 NOTRATED 4812F 48" 96" 30/-30 NOTRATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.10 10:47:11-04'00' 0`a PLy GEMWINDOWS 433 N. MAIN 5T, PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 Z M m ¢ w ¢ CL U = o ¢ u N Z WZm w nH a mwa E; I d M WI- m T o PRO L.0J V) o 3: _ = U Z Q U 1U, DWG #: PGW030 SHEET: q OF 5 UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44" B F 3 4 D r0„ UNIT MAX. HEIGHT 72.00.1 4 ,.X,. H. A E 3 4 SASH MAX. WIDTH 51.25" ELEVATION UNIT MAX. WIDTH 48.00" D.L.O MAX. WIDTH 44.31" T 5 B F 3 4 O.L.O. HEIGHT 5 3 33.25" UNIT MAX. HEIGHT 96.00" SASH MAX. HEIGHT 36.31" 1 SEE ANCHOR SEE ANCHOR F_ SCHEDULE SCHEDULE I i 1 i ANCHOR LAYOUT SEE ANCHOR SCHEDULES SEE ANCHOR SCHEDULE SASH MAX. WIDTH 46.25' ELEVATION D.L.O. MAX. HEIGHT 45.56" EDGE HEAD SILL JAMB O.C. CORNER INSTALLATION QTY PER EMBEDMENT ANCHOR TYPE SUBSTRATE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN.) IN.) IN.) IN.) IN.) IN.) 8 WOOD ANCHOR FIN 1 WOOD 1.5 0.75 12 12 9 4 101) COMMON OR 11 FIN 1 WOOD 1.5 0.75 12 12 9 4 GAUGE ROOFING NAIL 10 WOOD ANCHOR FLANGE 1 WOOD 1.5 0.75 20 20 4 PLy QEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540484-6348 FX: 540-484-6683 H m M 0 c ik v Y J oH h o Ulo m P SASH MAX. m x HEIGHT N m W35.88" T m CO Z ¢ m e t O p pZH a w N ¢ Z m cc pQLu ¢ wul pm w m w CC a x Fw- p V) C) H z H H U w V) Lu jy p Z 2= c¢.1Z p O p U U) DWG #: PGW030 SHEET: 2 OF 5 I 10 WOOD SCREW INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS STRUCTURAL GRADE 1 O.A. SILICONE BY OTHERS I / WINDOW /\ HEIGHT t EXTERIOR SEE GLAZING EXTERIOR DETAILS I O.A. WINDOW HEIGHT 1 STRUCTURAL GRADE - SILICONE BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 3/4" MIN. EDGE DISTANCE 1 1/2" MIN EMBEDMENT 1/4" MAX. SHIM SPACE SEE GLAZING DETAIL INTERIOR VERTICAL SECTION HEAD -2X WOOD BUCK 4712 FLANGE film -in A VERTICAL SECTION 3 SILL - 2X WOOD BUCK 4712 FLANGE 1 1/2" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE CAULK BETWEEN INTERIOR CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS 2X WOOD BUCK BY OTHERS Ilo WOOD SCREW NSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE SEE GLAZING DETAIL EXTERIOR FINISH EXTERIOR BY OTHERS STRUCTURAL GRADE O.A. SILICONE BY OTHERS WINDOW WIDTH HORIZONTAL SECTION 3 JAMB - 2X WOOD BUCK 4712 FLANGE 1/4" MAX. 1 1/2" MIN. SHIM SPACE y EMBEDMENT I 2X WOOD BUCK BY OTHERS INTERIOR #10 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL 3/4" MIN. EDGE DISTANCE SHEATHING-- BY OTHERS EXTERIOR FINISH BY OTHERS STRUCTURAL GRADE SILICONE BY OTHERS O A WINDOW WIDTH DQ HORIZONTAL SECTION 3 JAMB-2X WOOD FRAME 4712 FLANGE PLY GEMWINDOWS 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-634B FX: 540-484-6683 F JZ ¢ m M ON w ZH p p n p M N 2Z C, C J Z o ¢ u LL T wil m H H¢ v K Z a 0<z HoHu gi p¢ a11U h Q w o w m m wH p V) C) H o V) H w uUjwp EXTERIOR LL I'5 y PRE o > M11w '"• m vl m Z DWG #: PGW030 SHEET: 3 OF 5 L N CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 11/2" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 2X WOOD BUCK SOD COMMON NAIL OR 11 BY OTHERS GAUGE ROOFING NAIL INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER CAULK 1/4" MAX. BY OTHERS SHIM SPACE O.A. WINDOW HEIGHT j SEE GLAZING -11 DETAIL EXTERIOR INTERIOR VERTICAL SECTION 4 HEAD - 2X WOOD BUCK 4712 FIN SEE GLAZING DETAIL i O.A. WINDOW HEIGHT 1 PERIMETER CAULK - BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY d 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS INTERIOR d 1/4" MAX. SHIM SPACE iersn 3/4" MIN. EDGE NT< AA1rr 11/2" MIN. EMBEDMENT E VERTICAL SECTION 4 SILL-2X WOOD BUCK 4712 FIN 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR WOOD SCREW TALLATION ANCHOR 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT SHEATHING' BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK;; BY OTHERS O.A. WINDOW -- WIDTH HORIZONTAL SECTION JAMB-2X WOOD FRAME 4712 FIN VERTICAL SECTION 4 MEETING RAIL INTERIOR SEE GLAZING DETAIL EXTERIOR PLy GEM WINDOWS 433 N. MAIN ST.. PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 F Z M M Q H Z) OM o ID U, xZap ¢ U LL m a vwi Z Z) Hp Z H J O cy. p c4JVUwdmwaa d 9 mOrn x M p o T..,i Ott„ m w m L13 v1 o 3 __ z p 0 p U U) DWG #: PGW030 SHEET: 4 pF CAULK BETWEEN CONCRETE/ MASONRY & 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT t i O.A. WINDOW HEIGHT 1 1/2" MIN. EMBEDMENT 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS 10b COMMON NAIL OR 11 GAUGE ROOFING NAIL INSTALLATION ANCHOR 1 112" MIN. \ EMBEDMENT SHEATHZNG' BY OTHERS SEE GLAZING 3/4" O.A. INSULATED EXTERIOR FINISH DETAILS GLASS BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL EXTERIOR EXTERIOR INTERIOR PERIMETER CAULK DOW 1199 BY OTHERS O A SILICONE \ VERTICAL SECTION 5 HEAD - 2X WOOD BUCK 4812 FIN 112" MIN. GLASS BITE — GLAZING DETAIL 1 NOTE SEE GLAZING GLASS THICKNESS AND TYPE SHALL COMPLY DETAIL 1 WITH ASTM E 1300 GLASS CHART REQUIREMENTS EXTERIOR INTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH d BY OTHERS a . 2X WOOD BUCK BY OTHERS CAULK BETWEEN 11/2" MIN. CONCRETE/ MASONRY & 2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/MASONRY VERTICAL SECTION BY OTHERS 5 SILL - 2X WOOD BUCK 4812 FIN 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE 8 WOOD SCREW INSTALLATION ANCHOR WINDOW — WIDTH d PLy GEMWINDOWS 433 N. MAIN 5T., PO ROX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 mm Z ¢ m m C v N w H p n o V) Vm o V Z¢ ce 2 LL N F K U m W m m a vu'iZHH¢ m U. ¢Z HoH Fm HaZvHUH J r w C1 UJ Q rn 0 HORIZONTAL SECTION U) JAMB- 2X WOOD FRAME 0 4812FIN3/ 4" MIN. H Z OEDGE DISTANCE CAULK BETWEEN u') p INTERIOR 1/4" MAX. CONCRETE/ MASONRY & 2X H H SHIM SPACE WOOD BUCK BY OTHERS i CONCRETE/ MASONRY w w BY OTHERS JJl 2X WOOD BUCK BY OTHERS 8 WOOL) SCREW y.' INSTALLATION ANCHOR SEE GLAZING DETAIL EXTERIOR 1 1/2" MIN. EMBEDMENT EXTERIOR FINISH BY OTHERS PERIMETER CAULK O. A. IBY OTHERS WINDOW WIDTH HORIZONTAL SECTION 5 JAMB - 2X WOOD BUCK 4812 FIN J 11• W "• M V7 CD J V7 Z In Z m0 Q V U) DWG #: PGW030 SHEET: 5 OF 5 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FOR INSTALLATION THROUGH 2X BUCK USE #8 PAN HEAD WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 5. FOR INSTALLATION THROUGH 2X BUCK USE 11 GAUGE ROOFING NAILS OR 10D COMMON NAILS OF SUFFICIENT LENGTH TO ACHIEVE 21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE, RECOMMENDED NAIL HEAD DIAMETER TO BEAT LEAST 0.375". 6. FOR INSTALLATION THROUGH STEEL STUD USE #8 SELF -TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND STEEL STRUCTURE- 7. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. 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. W. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. STEEL-MINIMU M YIELD STRENGTH OF 33 KSI. MINIMUM 20 GA. WALLTHICKNESS. BUILDER SERIES 4701 FIN ALUMINUM FIXED WINDOW NON -IMPACT) GENERAL NOTES: 1. THE PRODUCTSHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: AAMA/N W W DA 101/1.5.2-97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECTTHIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: ALUMINUM 6063-T5 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300-04 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. 8. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION A GENERAL NOTES 2 A ELEVATION 6 ANCHOR LAYOUT 3 A VERTICAL SECTIONS 4 A HORIZONTAL SECTIONS 6 GLAZING DETAILS DESIGN PRESSURE RATING GLAZE TYPE DESIGN PRESSURE MISSILE IMPACT RATING 1 50/-50 P, c r,neE 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX1 540-484-6683 H3 ti. OD um Z m o Z e 4m B CK x Z l7 a N q vwj jJ Z zgd I W W a a ujF- Cp O V) Z LULU O p H ul o H 0 W w LU j p Hto U ti ?z,, PI, 15F NON -IMPACT ¢ N m Z m Z " p N 3 l9 = 2 U Z o p lu " Digitally signed by Hermes F. Norero, P.E. DWG#: PGW 13 3Reason: I am approving this document Date: 2015.05.15 13:23:48-04'00' SHEET: 1 OF 4 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN & SHEATHING EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A, WINDOW HEIGHT O.A. WINDOW HEIGHT PERIMETER CAULK BY OTHERS Y' MIN. EMBEDMENT INSTALLATION ANCHOR, SEE NOTE 5, SHEET 1 3/4" MIN. EDGE DIST IANCE 1/4" 'MAX. SHIM SPACE SEE GLAZING DETAIL EXTERIOR INTERIOR VERTICAL SECTION 3 HEAD - 2X WOOD FRAME FIN INSTALLATION Y EXTERIOR INTERIOR DETAIL V MIN. 20 GA. STEEL STUD BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN & 5HEATHING EXTERIOR FINISH BY OTHERS 1 PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR 3 THREADS MIN. PENETRATION BEYOND STEEL STRUCTURE B SELF -TAPPING SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE SEE GLAZING DETAIL INTERIOR JC-- VERTICAL SECTION 3 HEAD - STEEL STUD 1/4" MAX. FIN INSTALLATION SHIM SPACE 3/4" MIN EDGE DISTANCE N JIlLLtF EXTERIOR FINISH ' BY OTHERS '.` 2X WOOD BUCK BY OTHERS CAULK BETWEEN i l/2" CONCRETE/MASONRY FIN & 2X WOOD BUCK MIN. BY OTHERS 8 PAN HEAD WOOD SCREW EMBEDMENT INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/MASONRY &2X WOOD BUCK BY OTHERS q VERTICAL SECTION 3 SILL-2X WOOD BUCK FIN INSTALLATION 433 N. MAIN 5T., PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 Z 3li Li m o z a E z d o ^ P a n oww 0 o o. pbbmae ce X mxmg m > w d w wH m O o LU ] mz N 3 D= 2 v Z p Q V N DWG #: PGW133 SHEET: 3 OF 4 3/4" MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE 2X WOOD FRAME BY OTHERS INSTALLATION ANCHOR, SEE NOTE 5, SHEET 1 INTERIOR 2" MIN-7\X SEE GLAZING EMBEDMENT DETAIL 1 CAULK BETWEEN FIN S SHEATHING EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS O.A. WINDOW WIDTH HORIZONTAL SECTION a JAMB-2X WOOD FRAME FIN INSTALLATION 3/4" MIN. 1/4" MAX. EDGE DISTANCE SHIM SPACE CONCRETE/MASONRY BY OTHERS p.2X WOOD BUCK BY OTHERS CAULK BETWEEN CONCRETE/MASONRY 6 2X WOOD BUCK BY OTHERS INAA 8 PAN HEAD WOOD SCREW INSTALLATION ANCHOR SEE GLAZ DET11/2" MIN. EMBEDMENT CAULK BETWEEN FIN d 2X WOOD BUCK EXTERIOR FINISH EXBY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW WIDTH HORIZONTAL SECTION Q / JAMB-2X WOOD BUCK FIN INSTALLATION 3/4" O.A. INSULATED TEMPERED GLASS EXTERIOR INTERIOR 1 50" GLASS BITE NOTE: I GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E 1300 GLASS CHART GLAZING DETAIL 1 REQUIREMENTS. 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-464-6348 FX: 540-484-6683 rib o Z'd zM vi$ m 30 off' wor¢ Lu rcm"as=' ou, XN l7mm- W Z zs5 CK i N z w Z a H Q J m m m 2 w o L' ¢ C w wf- 0 DWG #: PGW133 SHEET: 4 OF 4 b 0 *44-0-0 1122A TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480.-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES EntReport No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (fST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. PRODUCT DESCRIPTIONS M" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 318" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia, See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREY TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC soffits 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 31.05 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent configuration and 11.1 in2/lin.ft and for the 'center vent configuration. See Appendix D for dimension drawings. le' FULL VEMi 15- OEMER YUE le SOLO PANEL 12" T4 Soffit Preformed nominal 0..0135-in.ch thick, 31.05 H-14 aluminum soffit anels provided in 1.2- inch sections. The reported net free ventilation areas are 12.6 in /lin.ft for the 'full vent' configuration and 4.2 in2/1in.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not .express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5 h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. t 11111114., n pGRYR. p . 20 S.OS.27GENS. FS)..:,.,_ .._ No 74021 07 05:00 441 04'00' STATE OF 4 O Ft t O P' N.` Organization NoANE9641Zachary R. Priest, P.E. Florida Registration No. ! 021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) AL015001 FL121.94-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The.following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing .for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SP'F (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit-12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit— 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location Location Location 1 c. 16" Q4 Sbffit —16-inch o.c. Fastener Fastener Location Location ALC15001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of. any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A d. 16" Q4 Soffit — 8-inch o.c. Fastener Location lJ— Fastener Fastener Location Approved System Numbers:and Definitions 12F-# A roved Systems for 12-inch Overhang with F-Channel 12J- # Approved Systems for 12-lnch Overhan with J-Channel 16F-# Approved Systems for 16-Inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# A roved S stems for 24-inch Overhang with F-Channel 24J-# I Approved Systems for 24-inch Overhang with J-Channel Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No: Width ipsfl Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0.072-inch dia. x min. 3/16- 40.0 24-inch o.c. O.C.inch head dia. trim nail spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F Z 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia, x min. 1/4-inch 48 spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c, crown staple spaced 8-inch o.c. and securing each panel lap head dia, trip nail spaced 48- 64.2 inch o.c. ALC15001 FL.12194-R3 Page 2 of 7 This evaluation. report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor,imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. 16-inch Wood staples in diamond long x 3/8-inch head diameter screw spaced 16-inch o.c. Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch head dia. trip nail spaced 48- 48 64.2patternspaced24- connecting soffit to J-channel spaced 8-inch o.c.. inch o.c. inch o.c. Approved Systems for 1.6-inch overhang with. F-Channel Wall Connection Eave Connection System Panel MDP No. Width psfl Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.312-inch spaced max. 8-inch o.c. 4-inch o.c, and securing each panel lap inch head spaced 12-inch o.c. Max. Three (3) 18 ga.1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min.1.75-inch x 0 072-inch diameter 16F 2 12-inch Wood inch leg staples in diamond pattern Wood 4-Inc leg staples spaced max. 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-Inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0 .072 inch dia. x min. t25,6 inch o.c. O.C. 3/16-inch head dia. trim nail spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 314-inch long 16F-4 Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001 FL12194-R3 Page 3 of 7 This evaluation report it provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch. overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch. crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 43.316-inch spaced 8-inch o.c. inch o.c. and securing each panel lap inch head spaced 164nch o.c. Max. Three (3) 18 ga. 1/4-inch crown x 1- One (1) 18 ga. 114-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4- inch o.c. and securing each finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. panel lap inch head spaced 16-inch o.c. Approved Systems for 16-Inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment 16J-1 Max. Wood Three (3) min, 3/4-inch x 1/4-Inch crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch One 1 min.1 3/4-inch long x 0.072-inch dia, x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch mc. min. 1/4-Inch head dia. trip 31.4 nail spaced 48-inch o.c. ALCI5001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- inch crown x 1-inch anchored to 12-inch o.c. securing each panel lap One (1) 18 ga. 1/4- One (1) min. 1.75-inch x 0.072-inch diameter 24F-1 Max, 12-inch Wood leg staples in rafter with one 1) min. 2.25- Wood inch crown x 1-inch leg staples saced 8- p finishing nail with min. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch op 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c, finishing nail with min. 3/16=inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2.SYP 12-inch o.c. securing One (1) 18 ga.1/4- One (1) min. 1.75-inch x 24F-2 12-i ch Wood inch x 11 ga. smooth shank anchored to rafter with one each panel lap Wood inch crown x 1-inch 0..072-inch diameter finishing nail with min. 80/ roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch leg staples spaced 8- 3116-inch head spaced 76.6 16-inch o.c. inch ring shank x 0.072-inch diameter inch o.c. 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c.. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced Max. One (1) 1.4 ga. 5/8- No.2 SYP anchored to 12-inch o.c. securing each panel lap One (1) 18 ga. 1/4- One (1) min. 1.75-inch x 0.072-inch diameter 24F-3 12-inch Masonry inch long T nail rafter with one Wood inch crown x 1-inch leg staples spaced 8- finishing nail with min. 80/ g0/ spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch op 3/16-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail24-inch o.c. finishing nail with min. 3/16-inch head spaced' 4-inch o.c. ALC15001 FL12194-R3 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap psi Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg Three (3) 18 ga.1/4- No.2 SYP anchored to staples spaced 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x 24F 4 Max. Wood inch crown x 1-inch leg staples in rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 16-inch diamond pattern 1) min. 2.25- Inch x 7d ring One (1) min. 1.75-Inch Wood leg staples spaced 8- inch o.c. and securing finishing nail with min. 3/16-inch head spaced 801-60 spaced 16-Inch o.c. shanknail x 0.072-inch diameter each panel lap 16-Inch o.c. 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One ( 1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-Inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c.. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c: One ( 1) 1:8 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x 24F- 6 Max. Masonry One ( 1) 14 ga. 5/8- inch long T nail anchored to rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 16- Inch spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch Wood leg staples spaced 8- inch o.c. and securing finishing nail.with min. 3/ 164nch head spaced 80/- 60 inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALG15001 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or qualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other productattributesthatarenotspecificallyaddressedherein. FL12194- R3 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width Psi Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal 1x2 No.2 SYP scabbed between Nominal 1x2 rafters with one (1) min. 2.25-inch x 7d One (1) 18 ga.1/4-inch No.2 SYP Three (3) 18 ring shank nail straight nailed through crown x 1-inch leg staples spaced anchored to 9 a.1/4-inch crown the rafter into the end 12 inch o.c. securing One (1) 18 ga. /,- One (1) min. 1 75-inch 24J-1 Max. rafter with one x 1-inch leg of the batten or two (2) each panel lap inch crown x 1-inch x 0.072-inch diameter 12-inch 1 min. 2.25- staples in diamondp min. 2.25-inch x 7d one (1) min. 1.75=Inch Wood leg staples spaced finishing nail with min. 60 inch x 7d ring pattern spaced.l6- ring shank nails toe x 0.072-inch diameter diameter 8-inch o.c. 3/16-Inch head spaced shank nail inch o.c. nailed on either side of finishing nail min. 12-inch o.c. 24 inch o.c: the batten at each batten/rafter 3/1&inch head spaced intersection. Max. 4-inch O.C. rafter spacing is 244ch o.c. Nominal 1x2 No.2 SYP scabbed between Nominal 1x2 rafters with one (1) min. 2.25-inch x 7d One (1) 18 ga.i/ 4-incha.1/ No.2 SYP Three (3) 18 ring shank nail straight -nailed through crown x 1-inch leg staples spaced One ' 1) 18 ga. /a - anchored to ga.1/4-inch crown the rafter into the end 12-inch o.c. securing inch crown x 1-inch One (1) min. 1.75-inch 24J-2 Max. rafter with one x 1-inch leg of the batten or two (2) l lpaneleachlegWood staples spaced x 0.072-Inch diameter 16-inch 1 min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75-Inch 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- ring shank: nails toe x 0.072-inch diameter securing each panel 3/16-inch head spaced shank nail inch o.c. nailed on either side of the batten at each finishing nail with min. lap 16-inch o.c. 24-inch o.c. 3/16-inch head spaced intersection. Max. batten/rafter M 4-inch o.c. rafter spacing is 244nch o.c. ALC15001 FL12194-R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation. Detail Min.. 3/8"head dia. nail with min. 1%1! engagement(for wood substrate) or min. 0:.097" d:ia. T-nail or stub nail with min. 5/8" engagement(for concrete or block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM 112F-12F-3 & I I I (I"F CHANNEL SOFFIT OVERHANG WIDTH VARIES) Wood, Concrete or Block Wall FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3./8" STAPLE 16" O.C. L—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA .DETAIL ALC15001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHPIICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail IN OPEN RAFTER ; ; SOFFIT STAPLE 3/4- X 1/4- ; jCROWNSTAPLES' 1-1; DIAMOND PATTERN D ETAI L 31VUSINGADIAMOND cn STAPLESPATTERNFACIABOARD FASCIA CAP 12 F-2 3/4" X .1/4" CROWN 1-3/4" TRIM NAIL FACIA BOARD 8" r_"F" STAPLE ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48" INSTALLED WITH THE 01C. FASCIA CAP NAILING FLANGE UP OR DOWN 3/4' X 1 4 CROWN STAPLE SOFFIT— max. 12-inch span WOOD SOFFlTSUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System. No. I Installation Detail 112J-1 OPEN RAFTER 3/4" X 1/4" CROWN STAPLE "24" ON CENTER. USING A DIAMOND PATTERN v—vr Ntl 1-3/4' TRIM NAZIcrewedtosoffit with one(1) N x PAINTED. S.S. 48" 1/2" x 3/8" head O.C. diameter screw, 16" p.c. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span FACIA. BOARD CAP 3/4" X 1/4" CROWN STAPLE "8" ON CENTER ALUMINUM COILS, INC Soffits Appendix B nK" \ SOFFIT STAPLE ErDIAMOND PATTERN WrQm iI DETAIL srn.cs 1-3/4" TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC1.5001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is, valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL, SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1'1" TRIM NAIL FASCIA BOARD PAINTED s.s. FASCIA CAP SOFFIT OPEN RAFTER 1')J' CROWN STAPLE FASCIA BOARD 14 6A S/8' T•XAk 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA F' CHANNEL--,-"' HANNEL DETAR. SOFFIT; MAX. 16" SPAN MASONRY SUBSTRATE ALC1.5001 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No: I Installation Detail 16 F-3 Min. 319" head dia. nail with min. 11,(" engagementCfbr wood substrate) or min. 0..097" dia. T-nail or stub .nail with min, 5/B" eng'agement(f.or concrete or block substrate);. spaced as. .noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Wood, Concrete or Block. Wall FASCIA. LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL. ALUMINUM COILS, INC Soffits Appendix B ALC15001 FL.12194-R3 Page 5 of 12 This evaluation, report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CR K TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj OPEN RAFTER n \,. SOFFIT STAPLE 3/4" x 1/4" j DIAMOND PATTERN CROWN STAPLES ; D ETAI L USINGA DIAMOND 211 Wsr.TVEEN/ i PATTERNFACIABOARD i FASCIA CAP 16 F-4 3/ 4' X 1 /4" CROWN 8" 1-3/4" TRIM NAIL FACIA BOARD r-7- STAPLE ON CENTER CHANNEL CAN BE 1- 3/4" TRIM NAIL PAINTED S.S. PAINTED S.S. 48' INSTALLED WITH THE O.C. FASCIA CAP NAILING FLANGE UP OR DOWN 3/4" X 1/4" CROWN STAPLE SOFFIT - max. 3.6-inch span WOOD SOFFIT SUBSTRATESOFFIT & FASCIA. DETAIL ALCI5001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC. of any product changes or qualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other productattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL -SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B # System No. Installation Detail 1 f" TRIM NAIL FASCIA 130AR0 PAINTED S.S. FASCIA CAP SOFFIT xJ1"" CROWN STAPLE OPEN RAFTER FASCIA BOARD 1"x4" CROWN STAPLES SOFFIT &FASCIAUSING.A DIAMOND 16F-2 & PATTERN: REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL SOA CAP; REFER TO / \ TO SOFFIT L FASCIA F" CHANNEL---,--,, HANNEL DETAIL SOFFIT; MAX. 16' SPAN WOOD SUBSTRATE SOFFIT 'STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERviCES, LLC No. I Installation Detail X 1/4" CROWN STAPLE '24" CENTER USING -A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER`` 7hS \ SOFFIT STAPLE 01 ; ; DIAMOND PATTERN FACA BOARD LUG. ; DETAIL sr n.es FASCIA CAP _-- 3/4" X 1/4" CROWN FACIA BOARD STAPLE "8" ON CENTER 1-3/4" TRIM NAIL 1-3/4' TRIM NAIL PAINTED S.S. PAINTED S,S. 48" O.C. FASCIA CAP 3/4X 1/4" SOFFIT — max'. 16-inch span CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation- Detail 1 i TRIM NAIL FASCIA BOARD PAINTED S.S. rxe CROWN' STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN; REFER. TO SOFFIT STAPLE CROWN STAPLE DIAMOND PATTERN DETAIL I }' TRIM NAIL FASCIA BOARD PARVTEO S.S. SOFFIT &FASCIA 24 F-1 & DETAIL 24F-4 I'x}' CROWN STAPLE FASCIA CAP; REFER / TO. TAII' SOFFIT i FASCIA \ Nominal 1"x2- SYP DE Batten Anchored to Rafters with one Id SOFFIT; MAX. 24' F-CHANNEL Ring Shank Nail at every Rafter 1 WOOD SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALCl5001 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes' throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES., LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 e .TRIM NAIL FASCIA BOARD PAINTED S.S. IA' SMOOTH SHANK ROOF NAILS FASCIA CAP SOFFIT 1"4" CROWN STAPLE 1 }" TRIM NAIL PAINTED S,S: FASCIA BOARD SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 rx}" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT t FASCIA DETAIL Nominal 1"x2' SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24" Rafters with one Id Ring Shank. Naii at every Ratter WOOD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation. Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i" T-NALS FASCIA CAP SOFFIT I -XI" CROWN STAPLE 1 i?" TRW NAIL FASCIA BOARDPAINTEDS,S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1"x4" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal 1"x2" SYP Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters with one id Ring Shank Nail at every Ratter MASONRY ALC15001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J" TRIM HAIL FASCIA BOARD 1'xj' CROWN PAINTEDS.S. STAPLES' FASCIA CAP' USING, A DIAMOND SOFFIT PATTERN; REFER SOFFIT STAPLLEE CANTILEVEREDI-X} CROWN STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD 1 }? TRIM NAIL SOFFIT & FASCIA PAINTED ss• DETAIL. 24J-1 & 1"X}" CROWN STAPLE 24J-2FASCIACAP; REFER TO SOFFIT L FASCIA DETAIL Nominal 1" x 2" SYP battens / {. 8•, \ 1 Scabbed betweenraftersandSOFFIT; MAX_ 24" 1-CHANNEL Secured with one (1) 7d ring fj I t shank hail straight -nailed through the rafter Into the end WOOD SUBSTRATE of the batten or (2) 7d ring stank nails toe -nailed oneither side ofthebattenatthe \ battenfrafter Intersection SOFFIT STAPLE DIAMOND PATTERN ALCI5001 FL12194- R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category 1, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7: Vulr is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALCI5001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK 0 TECHNICAL, SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C IBMSO1RganW.1,rLd 1 Erers C-Qrq VPffl57Ntasj riaER06jure Building an 20 in 1-W oh,,) 01 7 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 1-6.9 198 22.9 26.5 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 219 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28 6 32.5 36..7 41.2 45.9 50.8 50 19.5 22.9 26.5 30;5 34.7 39.1 43.9 48.9 54AEnclosed Negative 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Loads) 20 20.8 24A 32.5, 37.0 41.7 46.8 52.1 57.8 25 20:8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37:6 42.8 48..3 54.1 60.3 66.8 1 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8- 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 3.0.0 4 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 271. 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 1.4.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed. tive 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4Posi Loads) 20 10.18 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10 ' 8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 1&.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31-3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK.Technical Services, LLC of any product Changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product Attributes that are not specifically addressed here I in. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C EDesi n Wind ePressuesfoSofftsiini,Ex Building _ sic rZone . Roof i .. . T4YP8; s= ;. Hei hi tfi' . ` -120 1,30 •j• 1r4© 1150IL 20 -21.7 -25.4 -29.5 -33.8 osureC - V W,indLS eed 1, _ h,; rn-- A6.0- 1740 ry i b1,80 19Q r200 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 4 30 23.6. 2.7.7 32.1 36.9 41.9 47.3 511 5.9.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50..2 56•.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9Enclosed Negative 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Loads) 20 26.7 31.4 36A 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 5 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5. 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50:6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 4 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42:0 40 1.6.0 18.8 21.8 25.1 28.5 32.2 36A 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7Enclosed. Positive 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.340.3 5 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.6 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001 FL12194-R3 3of4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this reportis valid. This evaluation report does not express nor.imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERvicEs, LLC ALUMINUM COILS, INC Soffits Appendix C 20 3=0 26.0 -30-5 Tres s r s P ir" M 35.4 40.6 52.2 58.5 65.2 72.2 25 27,0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 4 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 Enclosed 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Negative 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Loads) 20 1 -32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 5 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 M8 69.2 78 '.1 87.6 97-6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43-3 48.0 4 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 4-8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 Enclosed 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 tIvePositive 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Loads), 20 16.7 19.5 22.7 2.6.0 29.6 33.4 37.5 41.7 46.3 25 173 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48-0 5 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2, 44.8 491 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 89.3 44.1 49.1 54.4 1 1 60 20.2 1 23.7 1 27.5 1 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 318" J-Channel 3/4" -- 1/8" HEM 1 5/8" 7 3/4" 3/8, ISOMETRIC VIEW 3/8" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALG15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC S 3/4" 7/8„ 178" HEM GTASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits - Appendix D ALC1.5001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC 16" 04 Soffit 25 TYP. 0.125 TYP. 1:8" .BLANK 3 / 8 01'WilE 2.625 REF 50 TYP. o 00000 00000 Ci b 000ao y/I I (N NF'R PA RN {F111 i G(`.A1 i) LOtNERS FORMED IN SAME DIREOTION AS RIBS) ALUMINUM COILS, INC Soffits Appendix D ALCI5001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. J, 1111 ALUMINUM COILS, INC s Soffits R, TECHNICAL - SERVICES, LLC Appendix D ' 12" T4 Soffit 3 1/8" 3 1/8" I_7/8"_I_ 3 1/ 2" 1/2" 1/2" 1/2" XV 1/ 8" 1/8" 3/8" 25 TV. 0. 125 TP. 47 ' 9 Nr n, . —, 2625 REF. 50 TP. o 00000 a000a 000000ci aooao a00000 a000a WIDE I!%AIFR PATTERN (Fl11 i-SfL FI LOUVERS FORLIED 1N SAME DIRECTION AS RIBS) END OF REPORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. S5H-M6 L45S EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #f9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-1111 FL5444-R10 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4ANE1983 lUWIVIrn.,,+- os; j..,. The facsimile seal appearing was authorized by Robert Nieminen, ia „• , ,,,.,` _j,.. P.E. on 12/08/2016. This does not serve as an electronically signed J4n+e d ocu me nt. Sig n ed, se a led herdcop ies have been transmitted to the Rttt t Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ROOFING SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and 5th Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 OBCA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL(TST 1740) ASTM D3161 05NK16778 05/12/2005 UL(TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL(TST 1740) ASTM D3161 05NK22800 06/22/2005 UL(TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL(TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL(TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL(TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL(TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 ULLLC (TST 9628) ASTM D3161 D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1131 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 2 of 12 C)0 I KINIIY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20'`, XT - 25, XT'` 30 and XT'"' 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shangle0, Grand Manor ShangleO, Landmark'", Landmark'"' IR, LandmarkT" Pro, Landmark'" Premium, Landmark'" TL, Landmark'"' Solaris and LandmarkT1 Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGateTI is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential ShakeT"" IR, Presidential Shake TLT' and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatterasTm, Highland SlateT"" and Highland Slate'"" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot'"' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow RidgeT"", Cedar Crest'", Cedar Crest'"" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones UP to Vasd = 150 mph (V it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd = 150 mph (Valt =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris') exceeds the calculated uplift force (FT) at a maximum design wind speed Of Vasd = 150 mph (V It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1131 Certificate afAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 1r r I iI Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. CT20T', XTT"' 25, )Cr-- 30, XTT" 30 IR: ENGLISH 12" 12" 12" f+-(305 mm) (305 mm)-; (305 mm)_-- 1" (25 mm) — Sealant 1 " (25 min 5 5/8" (145 mm) 5112 PlayNor wood METRIC 131/a" 131/a" ! 1311(25mm) elant 1"(2 6 t/„ Figure 113: Use fournails far every full shingle. STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type H is suggested. Ir - Raoiing Cement Apply 1" (25 mm) spots of asphalt roofing cement under each tab corner. Figure 11-4.• Usefour nails and sa spots ofaspbaftcwient on steep scopes. CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CT20`, XTT" 25, XTT' 30, XTT' 30 IR: Cut Shingles 26 .t I 2" (50 mm) Remove ij 1 l71 jlI I_ _ _ — _ Ei _ ll Cap Cap Cap 305inm) Shingle Shingle Shingle 1 Figure 11-24: Gist tabs, then trim back to make'eap sbingfes Engtfsh dimensions shown). 5" 12'(305mm}" Egos 125 MM) 0`l Figure 11-25.Installation of caps along the baps and ridges. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolasticm NP1T" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report3532.09.05-R11 FL5444-R10 Revision 11:12/08/2016 Page 4 of 12 6.5 6.5.1 ARCADIAT"': LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails for even full shingle located as shoam below. Nail Line Nail Nail Line 1' (25 mm) 1' (25 mm) Figure 2: Use six nails for euejy full shingle. i Use SIX nails and FOUR spots of asphalt roofing cement for every fiill shingle as shown below. Apply asphalt roofing cement 1"(25 mm) fi'orn edge of shingle. Asphalt roofing cement meeting ASTM D 4586 Type II is suggested. Hip & Ridge for Arcadiai": Cedar Crest", Cedar Crest" IR r 1' (25 mm) 1' (25 mm) — LL6 C Figure 3: Use six nails anAfour spots of asphalt roofing cement on steep slopes. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic° N131T""' adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line %to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. 8. 12. 2Q3 rnm) (305 rn f Nure --`" y KIT - Exterior Research and Design, I.I.C. Certificate of Authorization #9503 Hand -sealing adhesive 4„ 1/4" 314" 1" Dab of asphalt cement between shingle layers 1' FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-RII FL5444-R10 Revision 11: 12/08/2016 Page 5 of 12 0 TRINITYI ERD 6. 6 BELMONTTM: Low and Standard Slope Steep Slope (greater than 21:12): 2: 12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement*" for every full located as shown below_ Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle_ V8' 06 min) o Addifioml nails i€ required. 5X ( 16 MM) See below_ Asphalt roofing cement meeting ASTM D4586 Type II is suggested- 4 6Mkjj r;eso111. 1.( 25 mm) Roofing Cement 6. 6.1 Hip & Ridge for BelmontT'": 6. 6.1.1 Option 1: Refer to instructions herein for Cedar Crest—, Cedar Crest' IR hip and ridge shingles. 6. 6.1.2 Option 2: Shangle° Ridge Figure 17-18. Shangle® Ridge. 18' Exposure Remove tape from the right side and fasten SECOND eme Fastenth+ left side 85/8 ! RIGHT FIRST LEFT Figure 17-19. Installation of Sbazgtea Ridge shingles on bips and ridges. 6. 6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1 " adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLE6 AND GRAND MANOR SHANGLO: LOW AND STEEP SLOPE STANDARD SLOPE Use five nails for every full Shangle. 1" 1" 25 min) F 5/8" 16 mm) (220LEiLLL—i Figure 17-4. Use f ere nails for every full Grand Alanor Sbangle, Carriage house Sbangle, or Centennial Slate. J 9 KINI11'IERD Use seven nails and three spots of asphalt roofing cement for every full Grand Manor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage House Shangle and Centennial Slate. Apply asphalt roofing cement f" (25 min) from edge of shingle Figure 17-5). Asphalt roofing cement meeting AST1i D4586 T)Te ll is suggested. 000i000000' T(38 min) or less hwass Figure 17 5. Wben installing Grand Alanor Sbangles on steep slopes, use seven nails and three spots of asphalt roofing cement. Hip & Ridge for Carriage House Shangle° and Grand Manor Shangle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles LANDMARK TM, LANDMARK TM IR, LANDMARK TM PRO, LANDMARK TM PREMIUM, LANDMARK"'" TL, LANDMARK"" SoLARIS, LANDMARK TM SOLARIS IR, IVORTHGATE: LOW AND STANDARD SLOPE METRI( DIMENSIONS 12' 14314" 12" 305 mm)——(375 mm)——(305 mm) 1-1" (25 mm) r Relea a Tape 1" (25 mm)—I 11/z . NailableF Area LANDMARK TL NorthGate: 131M' 13" 131&' 1 --(343 mm)---(330 mm)- —(343 min)—{ I—V' (25 mm) 1" (25 mm)— Fiff rd N, — F// Figure 13-4: Usefournailsforet.erl fullsbiugle. wloE NAILING AMA 12" 14TO Ir 305 min) {375 min) (305 min) —{ T N'dicg Lints 1" (25 min) Upper nai Enemin)— Lower naA ire AC 17 NzIng arias for low and standard mopes (from 2:12 to 21:12) Nai between upper d law lines as shown above. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE Use sit nails and four spots of asphalt roofing cement for evetp full laminated shingle. See below. Asphalt roofing cement should meet AST19 D4586 Tfpe 11. Apply 1" spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. Ir il11411l t4,31111V I- 12"— 305 mm) j -1"(25 mm) Nail Area For Steep 1"—•-i Imo--. 25mm) ---- 143/4" 12" . 375 mm) (305 mm) 4PASP.T9nP I 1" 25 mm; I LANDMARK TL r( 131/2" 13" 13112" 343 mm) (330 mm) (343 mm) . 1"(25 mm) 1 "(25 mm) I I t— W Figure 13 5: Use six na& and four spots of aspbaffroofrngcenmton steep slopes. ing Cement i NorthGate: STEEP 12" 14-3W 12" Nailing areas for steep slopes (greater than 21:12) and ``StomAalling" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark'"", Landmark'" IR, Landmark'" Pro, LandmarkT"" Premium, Landmark•"" TL, Landmark— Solaris, Landmark'" Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow RidgeT"' or NothGate Accessory 12" 305mm) q15/1 250mm) 415/1ti 6" 6" (125mm) I (125mm) 150mm) (i50mm) t Notch for Notch for Centering Centering 12" f 131/4" / 305mm) Notches forAlignmentto ( 337mm) Notches forAlignment to 5 LheTopdge of the Previous 7 the Top Edge of the Previous 7 /$ 125mm)Exposure (1 m) Capfar55B"{14tmm)Exposure (1 m) English Dimension Metric Dimension Shadow Ridge'°" Shadow Ridge'"' Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 8 of 12 6.8.1.2 6.8.1.3 92MT 250 415h5 (125125 imm) Centering Notch 13114- Y 337 mm) Align then itotohestmtop 75t8 wigs of (f 94 r>zm) previous course NorthGate Ridge rTRINITYIERD 131181, mm)— 1-—( 333 6 5/8"- f-6 5/8.1 168MM)l 168 mm Centering 131/4 337 mm) Notch Align these notches to to edge of P 7 5/8' 19mm) I previous course. T NorthGate Accessory 12" 3o5mm) Laying Notch I I II I Figure 13-20: Use kryingnotcbes to center shingles on bips and ridges, aiud to locate the correct arposure. For ASTM D3161, Class F performance use BASF "Sonolasticm NP1'"" adhesive or Henkel Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Crest"'", Cedar Crest" IR hip and ridge shingles. PL© Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1111 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 9 of 12 6.9 PRESIDENTIAL SHAKET".", PRESIDENTIAL SHAW.' IR, PRESIDENTIAL SHAKE TLT", PRESIDENTIAL SOLARIST"': LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nalls for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1' Nailing i 40" above tab cutouts maldng certain tabs of overlying shingle cover nails. Guide Lines (1016 min) 51/4i — 133 min) 141/4" 11/2' 38 min) (362 min) • • _ _ • 1 NOTE: Apply nails on painted guideline. Figure 16-6 FasteningPresideniral and PrwidenUal2Z Sbake 1' diameter asphalt roofing cement sbingles on low and standard slopes. Figure 16-7.• Fastening FresidenUat and Frestdentfa TIZ Shake sbingles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake"". Presidential Shake'"' IR Presidential Shake TIT", Presidential Solaris1m: 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4" long or longer, so they penetrate either 3/4" into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced In Birmingham, AL is 12' x 12'; Portland, OR produces 97/8' x 131/4" accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1T"" adhesive or Henkel "PL11 Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest—, Cedar Crest'" IR hip and ridge shingles. 6.10 I HATTERAS—: LOW, STANDARD AND STEEP SLOPE: min) (230 min) 251mm:L — I(251MM) - 93/81, I40 mm) Figure 153., £asteningf/alleras Shingles on Lore and Standard.Gopes For low and standard slopes, use Gtc nails for each full Hatteras shingle as shown above. Exterior Research and Design, LLC. Certificate of Authorization #9503 FBC NON-HV HZ EVALUATION 1" 1" 25 min) — — — 25 min) 93181, 40 mm) figure 15-1: Fastening 11e1tew Shingles an Sleep Slops For steep slopes, use fire nails and eight spas of asphalt roofing cement for each full Hatteras shingle as shown above. Apply t' 25mm) diameter spas of roofing cement (ASeM D 45s6 Type u suggested) under each tab corner. Press shingle Into place: do not e%pose cement. CAIMON: Too much roofing cement can cause shingles to blister Evaluation Report 3532.09.05-Rll FL5444-R10 Revision 11: 12/08/2016 Page 10 of 12 PTRINITYJERD 6.10.1 Hip & Ridge for HatterasTm: 6.10.1.1 Option 1: Accessory for Hatteras 2 Figure 15-14.• 18 tbree:piece units separate to make 54 Hatteras Accessory sbingfes. 6.10.1.2 Option 2: Cut Hatteras Shingles 9, 230 mm) I I I Fa er 8'18" (460 mm?""' go' dSh 203mm460mm) Cap Cap Cap Shingle Shingle Shingle y, Figure I5-20.• Cutkatteras shingles to make comer cap. Figure I5-21: InsWatwn of caps along hips and ridges 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T"°" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATETm, HIGHLAND SLATETM IR: LOW AND STANDARD SLOPE: STEEP SLOPE: Use FIVE nails and BIGHT spots of asphalt roofing.cemenr for each hill Highland Slate shingle. For hilaml Dade, SIX nails are required. Apply 1' diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASTM D4586 Type II is suggested. Miami -DadeSlXnode (hvonailsroqu'ves 1'{25 mm) insWlad ow carder ahN Be slgxn). MimntDede rgrirea SLC rW. (W. oils ieslalled arorrorder adau(as shoes). Figure 113: Use FIVE nails for every Higbland Slate sbingle. Figure 11-3Ar Use FIVB nails and elgbt spots of aspbvdt roofing cemart under eacb tab corner. CAUTION: Excessive use ofroofing.cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slater"', Highland Slate TM IR: Refer to instructions herein for Cedar CrestT'", Cedar CrestT1 IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 11 of 12 TRINI-rYJERD 6.12 PATRIOT TM LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for evet} full shingle located as shown below. Use POUR nails and four spots of asph:dt roofing cement for every full shingle as shoini below. Asphalt roofing cement meeting ASTIN1 D4586 Type H is suggested. Apply 1"(25 mm) spots of asphalt roofing ant cement as shown. CAUTION: Excessive use of roofing cement can cause shingles to blister. 1`(25mm) j i 1,(25mmj 156 mm) I t I— 13-11ir + Mffff 1i1,0` 3mm) (iuon) (3flmn) i - — — — — - 6-18: I 1+7' (?5rt. i• (zs crv1w 1,Gmm) I o_ n l JAoonnp CsmenlJ I`m) MM) r1aa','dr<,) 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest" IR, Shadow RidgeT", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. L-ABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R11 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 vP,&Z-l.it-(A-4/`'r EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada SCOPE: EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity] ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/27/2015. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 21 Trinity ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. I. I TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Enti Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE.1: ROOF COVER OPTIONS Asphalt Wood Shakes Slate or Underlayment Shingles Nail -On Tile Foam -On Tile Metal Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 140510.02.12-R2 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report I40510.02.12-112 FL15216-R2 Revision 2: 04/27/2015 Page 3 of 3 City of Sanford Certificate of Completion ISSUED 11.30.17 PARCEL NUMBER . 17.20.31.5VC-0000-0010 PROPERTY ADDRESS 371'64, 'HQNUORTH LOOP PROPERTY ZONING SR1A! Single' Family, `' OWNER CO PERMIT NUf DESCRIPTION',OF WO 'K_- r jI CONSTRU.CTIO,N TYPE . OCCUPANCY,USE GROUP. OCCUPANTLOADF In accordance with this_Certifcat with Florida Building Code 20,14= WAN HOMES V7- 1 3,93 4E- W SINGLE FAMILY RESID.ENGE R 3- y Ngl. grylr;,,yrra- - iletion all inspections for compliance LJV n7p er_formed and approved. If the construction project was,.,permitted and. built under the owner/builder contractor exemption` of,Florida' State ;statute -489.103 refer to state statute regarding limitations on renting; =lease or, sale of this7property. Approved Bui ing OfticiAl Ii yy 1U DESCRIPTION AS FURNISHED: Lot 1, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR Inc. ADDRESS: 3816 HANWORTH LOOP D= 90000'00 " R=25.00' L=39.27' C=35.36' CB=S 44.40'/1" S IVINST TEA D -DRI Vim' PRIVATE ROAD)(80' WIDE) S 89040'51 " W 50, 00 , 1.00' NON -VEHICULAR EASEMENT EC. 112" I.R. 5' CONC. WALK REC. 112" I.R. NO I.D. '1 NO I.D. 10' WALL UTIL. ESMT. 37.13' 18.7' 2 7, 20' WO M CCV'D. CONC. 18.7' 27.20 M 1 q 12.( ti • I D=90°00'00" L=39.27' C=35.36' CB=S 45019'09" E 37.13' M LOT 1 COV'D. CONC. 21 3' 7.80' ` k p Ory0 O Lo LOT 2 TWO STORY O RESIDENCE F.F.=29.32' o 3.5'x3.5' AC PAD 2.0',,3.5' AC PAD BRICK 25.20' WALK 25.87' 10' UTIL. ESMT. SET 5' CONC. WALK B.B.) N 89040'51 " E 50.00' G HANIrORTH LOOP PRIVATE ROAD)(50' WIDE) 7.80' 112" I.R. J4671 0 wr G PROPOSED = FINSHED SPOT GRADE ELEVATIONS FRONTFRONT = " -25 - "• •-• "• ... • "' •• .... •" PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' f= PROPOSED DRAINAGE FLOW G O IMPERVIOUS COVERAGE = 2,272t SQUARE FEET OR 27.29 SIDE = 5' FOR 40' LOTS LOT GRADING TYPE B F QGy SQUARE FEET SIDE 7.5' FOR 60' LOTSOAREANCON7714fSQUAREFEET PROPOSED FINISH FLOOR PER PLANS = 29.2' Q LIVING CONTAINS 1TAINSSIDE = 10' FOR 75' LOTS CONC/LANAI/PORCH CONTAINS 558t SQUARE FEET SIDE STREET = 25' GR USEXW YT'R-,S'COTT ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P = PLAT PAL. • POINT ON LINE NOTES: F = FIELD TYP. • TYPICAL I.P. IRON PIPE P.R.C. • POINT OF REVERSE CURVATURE I.R. • IRDN ROD P.C.C. •POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF C.M. = CONCRETE MONUMENT RAD. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SET I.R. = 1/2' IR. w/BLB 1111 NR, NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. • RECOVERED V.P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE A44Y BE OTHER RESTRICTIONS P.O.B. = POINT OF BEGINNING CALL. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P.O.C. = PDNT OF COMMENCEMENT PRH. PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 1 CENTERLINE FF. FINISHED FLOOR ELEVATION N&D = NAIL t DISK B.SL. BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR. THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/W RIGHT-OF-WAY BH. • BENCHMARK B. DIMENSIONS SHOWN FOR THE LOCATION OF IA!PRQYEMEMS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. = EASEMENT B.B. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.S.) DRAIN. DRAINAGE S. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. = UTILITY CLFC. CHAIN LINK FENCE 9. CER77FXATE OF AUTHORIZATION N.A. 4590. WD.FC. = WOOD FENCE C/B = CONCRETE BLOCK r SCALE 1' 2O' DRAWN By. •• P.C. • POINT OF CURVATURE P,I. = POINT OF TANGENCY CERTIFIED BY: GAS - ORDER No. DESC. DESCRIPTION R = RADIUS PLOT PLAN 04-18-2017 1345-17 L = ARC LENGTH D = DELTA REVISED PLOT PLAN (REMOVED DRIVEWAY) 04-26-2017 C = CHORD C.B. CHORD BEARING pi DRAINAGE INLET NORTH REVISED STREET NAMES ONLY 05-12-17 REVISED PLOT PLAN 05-24-17 2103-17 FORMBOARD FOUNDATION/ELEVS. 06-21-17 2508-1 7 FINAL/ELEVS. 08-14-17 3366-17 THIS BUILDING/PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' 0 X. GRUSE EVER, S. /' 47/4 ES W. SC R.L.S f 4801 ZONE 'X' MAP 112117CO09OF (09-26-07) UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Kensington Reserve, House Lot Testing 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: House Lot 1, 3816 Hanworth Loop Material: Fill Reference Datum: 0 = Top of Fill Hand Auger Borings: Location of Auger Borings: Center of Lot Was Building Pad Staked: N Depth of Waterable Below Grade: N/A Borings Terminated 2 Feet into Native Ground? N Number of Locations: 1. Depth of Each Boring: 7.00 Unsuitable Soils: Were unsuitable soils encountered: N Samples Obtained: N UES Project No: 0110.1700732.0000 Workorder No: 9308576-1 Report Date: 06/26/2017 UES Technician Samuel Castellanos Date Tested 06/22/2017 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor General Description of Soils Encountered: 0-3 dark brown, 3-5 brown/gray with clay, 5-7 brown/gray/light brown Laboratory Test Results: Organic Content; N/A Moisture Content: N/A Should Material be Removed: N/A In -Place Density Test Report The tests below meet the 95% minimum compaction requirement. Test No. Location of Test Range Maximum Density pcf) Optimum Moisture N Field Dry Density pcf) Field Moisture N Soil Compaction N Pass or Fail 1 NW corner of Pad 0-1 ft 105.4 12.2 107.2 12.2 102 Pass 2 NE corner of Pad 1-2 ft 105.4 12.2 107.5 12.0 102 Pass 3 SE corner of Pad 1-2 ft 105.4 12.2 106.7 11.6 101 Pass 4 SW corner of Pad 1-2 ft 105.4 12.2 107.3 12.4 102 Pass 5 Center of Pad 2-3 ft 1 105.4 1 12.2 107.8 1 12.5 102 Pass Remarks: Footings were not excavated at the time of testing. To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 CITY OF SANFORD BUILDING &>FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 1 5 LP " I Historic District: Yes No Parcel ID: Residentiato Commercial Type of Work: NewO Addition Alteration Repair Demo Change of Use Move Description of Work:Jn5, l rv I U-) "*V'I zju.l Lob r - Plan Review Contact Person: S Title: Phone: `tU -J Qi Fax:4-j-35-38'5.3 Email: kVGLP— Y, Name Al V Street:4c City, State Zip: Name e _4 Street: 1 53 City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Property Owner Information Phone: FT' Resident of property? matign / ' Phone: Fax:6JJ y State License No.: C'_k. )B pc/L O Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: Vh 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 w:".ter 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 ofpermitsubmittal. 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 applicd to your permit fees when the permit is issued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating, construction and zo g. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/ Agent is Personally Known to Me or Produced ID Type of ID of Contractor/Agent Name Signature of Notary -State of Florida Date p'` PFYP. CHERYL D AKERS MY COMMISSION # FF998962 60 EXPIRES June 05, 2020 407) , 198-0153 FloridallotaryService.com Contractor/ Agent is _Personally Known to;Me or Produced ID Type of ID . BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING:, ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 State Certification CAC032448ww'r-" D E EL -; A UK HEATING - Al GOHOitiONIHG LAUDERDALE OPT BONUS 5.0 15.0 3 6,733.00 LAUDERDALE OPT BONUS BATH 5.0 15.0 4 6,818.00 LAUDERDALE OPT BONUS BDRM 5.0 15.0 4 6,929.00 PALMDALE 2.0 / 2.5 15.0 / 15.0 4 8,219.00 PARKLAND 3.0 15.0 3 4,911.00 PONTE VEDRA 2.5 15.0 3 4,712.00 SANDPIPER POINT VERSION 2 3.0 15.0 2 4,250.00 SANDPIPER POINT VERSION 2 OPT 1ST FL BDRM/BDRM 5 3.0 15.0 3 4,389.00 SANDPIPER POINT VERSION 2 OPT LUXURY OWNER'S SUITE BATH 3.5 15.0 3 4,901.00 SANDPIPER POINT VERSION 2 OPT OWNER'S BATH 3.0 15.0 2 4,295.00 SANDPIPER POINT VERSION 2 OPT SITTING RM 3.5 15.0 2 4,665.00 SANDPIPER POINT VERSION 2 OPT STUDY 3.0 15.0 2 4,333.00 SANIBEL VERSION 1 2.0 / 2.5 15.0 / 15.0 4 8,288.00 SANIBEL VERSION 1 OPT 1 ST FL BDRM 2.5 / 2.5 15.0/15.0 5 8,940.00 SANIBEL VERSION 1 OPT BATH 2 2.0 / 2.5 15.0/15.0 5 8,463.00 SANIBEL VERSION 1 OPT GUEST SUITE 2.5 / 2.5 15.0 / 15.0 5 8,596.00 SANIBEL VERSION 1 OPT MORNING RM 2.5 / 2.5 15.0/15.0 4 8,645.00 SANIBEL VERSION 1 OPT MORNING RM 1ST FL BDRM 3.0 / 2.5 15.0 / 15.0 5 8,960.00 SANIBEL VERSION 1 OPT STUDY 2.0 / 2.5 15.0 / 15.0 4 8,390.00 SANTA ROSA 3.5 15.0 4 5,496.00 SANTA ROSA OPT BDRM 4 3.5 15.0 4 5,526.00 SANTA ROSA OPT MORNING RM 3.5 15.0 4 5,600.00 SANTA ROSA OPT STUDY 3.5 15.0 4 5,581.00 SAWGRASS 3.5 / 2.0 15.0 / 15.0 4 9,422.00 SAWGRASS OPT 1ST FL SUITE 3.5 / 2.0 15.0/15.0 5 9,675.00 SAWGRASS OPT 2ND FL EXTENSION 3.0/3.0 15.0/15.0 5 1$9,915.00 SAWGRASS OPT BATH 2 3.5 / 2.0 15.0 / 15.0 5 9,478.00 SAWGRASS OPT BONUS BDRM 3.5 / 2.0 15.0 / 15.0 4 9,412.00 SAWGRASS OPT POOL BATH SHOWER 3.5 / 2.0 15.0 / 15.0 5 9,563.00 SAWGRASS OPT STUDY 3.5 / 2.0 15.0 / 15.0 4 9,522.00 SEAGATE VERSION III 3.0 15.0 3 4,977.00 SEAGATE VERSION III OPT BATH 2 3.0 15.0 4 5,139.00 SEAGATE VERSION III OPT BONUS 3.5 15.0 3 6,530.00 Customer Initials t? i ,ti_. g z ! ( I) fif 'ib 00i. DESCRIPTION AS FURNISHED: Lot 1, KENSINGTON RESERVE, as recorded in Plat Book **, Pages *** through ***, Public Records of Serninole County, Florida. (UNRECORDED) BOUNDARY FOR j CRRTIFIED TO: Ryan Hornes/NVR Inc. ADDRESS: 3816 H.ANWORTH LOOP SI TUiV ETE-4 -D DRIVE (ER CLIENT) KENSINGTON 'BOULEVARD (PER UNRECORDED PLAT) (PRIVATE ROAD)(80' WIDE) D=90°00 00„ S 89040'51 " 1V 1.00' NON -VEHICULAR EASEMENT R=25.00' a 50.00' y 0 L=39.27' - --- --- C=35.36' 10, urn.. C13=S 44°40'51 TY f ESMT. v 37.13' 37.13' Q / I LOT 1 O 127.20' - 18.7' o \n 7.80' f id = ( 21.3' a o , a Ida o O ow ry h qO lFj ; '6 LOT 2 O CL ti FORMBOARD FOUNDATION Q) o I TOP OF FORMS = 29.20' Qv W 1 27.20' 18.7' D=90°00'00" R=25.00' 25,20' 25.20' 25.87' L=39.27' ------ - - -- - C=35.36''\\10' UTIL, 9 . CB=S 45*19'0E h ESMT. N 89040'51 " E p4 50. 00' 0A pv3 _ L 1 C1 Ni iTl_/ R _L L Q o p (PER CLIENT) HANOVER LOOP (PER UNRECO)RDEO PLAT) PRIVATE_ ROA0)(50' WIDE_) PROPOSED = FINSHED SPOT GRADE ELEVATIONS guaulrvu Z.cI77uA,1: H runr.i.rtu_ PF: I? DRAINAGE PLANS FRONT = 25' PLOT PLAN AREA CALCULATIONS REAR = 20' PROPOSED DRAINAGE FLOW >G O IMPERVIOUS COVERAGE = 2 272t SQUARE FEET OR 27.21' SIDE = 5' FOR 40' LOTS LOT GRADING TYPE 8 LOT CONTAINS 8,357t SQUARE FEET SIDE = 7.5' FOR 60' L015 PROPOSED FINISH FLOOR PER PLANS 29.2' QOQ LIVING AREA CONTAINS 1,714f SQUARE FEET 510E = 10' FOR 75" LOTS Q CONC/LANAI/PORCH CONTAINS 558t SQUARE FEET SIDE STREET = 25' CIti' II SY1;'NNI'YI;'R - ISICOTT & ASSOC, INC. - LANI ASI UR VLTJ'OR,S' LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32607 (407)-277-3232 FAX (407)-6.58-7436 PcPLAT' P.U.L. PUI141 ON LINE NOTES: F = F1ELD TYP, = TYPICAL I IRON PIPL" P.R.C. = POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF I.R. - IRUN ROD RAP.CI - POINT OF COMPOUl7D CURVATURE 'PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C.M. = CONCRETE MONUMENT RAD. RADIAL GEl' I.P. - 1/2' I.R. w/XLB 45% N.R. fTON-RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, 7N/S SURVEY MAP OR COPIES ARE NOT VALID. REC. - RECOVERED V.P. = VTINESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P. O.R. = POINT OF BEGINNING CALL. = CALCULATED OR E45EMEN75 THAT AFFECT THIS PROPERTY. P. O.C. POINT (IF COMNENCERENT P.R.K. = PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. T. CENTERLINE FF, . Fw1SHED FLOUR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE IIENE17T OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. NLD = NAIL 0 DISK D.S.L. DUILDING SETDACK LINE P/ V - RIGHT -Or -WAY D.M. = BL:NCMMARK 6.-DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT, = EASEMENT D.D. BASE BEARING 7. BEARINGS, ARE RASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. DRAINAGE B. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. Ul'N.. UTILITY CL. 1'C. CHART LINK FENCE 9. CERTTFTCATE OF ALIVIOR7A'VON N°. 4596. VD. rC. = VmD FENCE C/ D = CONCRETE LOCK P.- - C. = P0114T OF CURVATURE SCALE 1 1' - 20'- ; 1DRAWN BY: P. I. PUINT OF TAN61,NCY __.___._...._.-..._. IIF: SC, DESCRIPTION CERTIFIED BY: ATE__ORDER td°. R = RADIUS _ —_ - L = ARC LENGTH PLOT PLAN 04-18-2017 1348- 17 D = DELTA REVISED PLOT PLAN (REMOVED DRIVEWAY) 04-26-2017 C CHORD C. D. - CHORD REARING REVISED STREET NAMES ONLY 05-12--17 nI - PnINAGE INLET NORTH REVISED PLOT PLAN 05-24- } 7 2103 - 1 7 N FORM60ARD FOUNDATION/ELEVS. 06-21-17 2508-17 THIS BUILDING/PROPERTY DOES NOT LIE WITHIN -- --- - - ----- THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' TO1. X. GRUSENME ER, R.L.S.,b` 4714 70NE Y MAP II 12117CO09OF (09-28-07) JAM W. SCOTT. .L.S IT 4801 y JUN 2 2 20V A BY: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I- - 1'3jo t % esex."cz'-.ented Construction Value: $ 0 r q Job Address: 120f__+h L-OQP Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New I Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information r Name 5 Phone: LACID " lU 73 _' 49 (6 Street: Resident of property? 100 City, State Zip: Contractor Information Name 1!`}C l,I `Ff'rl tom_. '(1C 1 h C Phone: Street: Fax: in City, State Zip: aya a c_C_ 'i;_ State License No.: Name: Street: City, St, Zip: Bonding Company: Address: ArchitectlEngineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for. electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to'the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of "submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of ntractor/Agent Date Print Contractor/Agent's Name Signature of Notary-State.of Florida Date vip THAY.HALLmission # FF 9467251, 2020iresFebraary 3851m9Fdnlneuranae800rdThtu TroyContractor/Agent isly Known to Me or Produced ID Type of ID 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: UTILITIES: FIRE.: Flood Zone: of Stories; Plumbing -# of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application ADVANTAGE PLUMBING, INC. PROPOSAL Page No. PO Box 1117 of Pages Sanford, FL 32772-1117 407-323-7515 Fax: 407-323-8954 PROPOSAL SUBMITTED TO: PHONE: DATE: 3-26-15 NAME: Ryan Homes JOB NAME: Santa Rosa 4307 Vineland Rd., #H-20 Orlando, FL 32811 We hereby submit specifications and estimates for. 3 Water Closets, Sterling, elongated,. 4 Lavatories; 1 Sterling pedestal per spec; 3 owner provided. 1 Kitchen Sink, Sterling per spec. 1 Tub, Sterling per spec. 1 Hot Wafter Heater, owner provided. 1 Shower, vinyl. 1 Laundry box. 1 Ice maker box. 2 Hose Bibbs. Hookup owner provided disposal and dishwasher. Sewer and water service. Delta valves per spec. CPVC water piping. We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: Four thousand five hundred ninety dollars $4,590.00 with payment to be made as follows: 30% upon completion of rouah in: 30% upon completion of tub set: 40% upon completion of trim All material is guaranteed to be as specified. All work to be completed in a workmanlike manner accordingto standard practices. This proposal subject to acceptance within 30 days and is void thereafter at the option of the undersigned. Authorized Signature ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. ACCEPTED: Signature Date Signature _ CITY OF SANFORD BUILDING & FIRE PREVENTION e, PERMIT APPLICATION F Application No: ) ) N3 Documented Construction Value: $ 3q b 1 Job Address:,3& L HO r ooy'`-h LL- ; o Historic District: Yes No Parcel 1D: Residential0 Commercial Type of Work: New Addition Alteration Repair Demo Change """""of Use Move Description of Work: ] p ln? ?t) a :{'Y) t2 -_Sx r 1)1 C Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name . L tv? j b7- LD01 i' ci0L.' Phone: Street: H-3 S7 V (A n Cal PCI H Q Resident of property? : N V City, State Zip: i' {(fir C) s -) i 1 Contractor Information Name - L) Qk' 'ftWf Ej -p (J"Y 1 C .t 7 Phone: H UZ (rlL Street; S .T-5 _)GCk>Cy) "Lu_, C Fax: City, State Zip:/\ k n.(pki, " c . State License No.:, &1_3(9 i D Name: Street: City, St, Zip: r.: i 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 FOIL 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 conunenced prior to the issuance of a perniit 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 he inscribed with the date of application and the code in effect as of (hat date: 5`1 Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application f•1 • F'; NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Date owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced I:D Type of ID 7 Signature of Contractor/Agent Date c Efr broc-,K Print ontractorlAgent's Name SignalureofNotary-State of Florida Date ao`Tav r a'c PAMELA S. TERNUS MY COOK" ON n FF 0448 EWRES Pugust 7, 2017 TE OFBond hr-. 3ed el tlozry Services Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads FireAlarmPermit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: ? Project Name: Kensington Reserve Project Address:w 6 .J JpA.-Tti-4 Lo Building Permit #: 171 r- I al ' 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 Na of Iwner/ Te a ignature of O nant JURISDICTION EMPLOYEE NAME: JURISDICTION: Robert Lattanzi - Ryan Homes Print Name 9,f Gen. C rif ctor ignature of Gen. Contractor CBC1257565 Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of El. Contractor EC0003096 Gen. Contractor License # El. Contractor License # CALLED INTO: Progress Energy Florida Power and Light on / Rev. 02/10/15) REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # 17-1393 Address: 3816 Han BUILDING PERMIT Min Max Inspection Descrij2tion 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence worth Loo Eft CTRICALPERMIT Min Max Inspection Descri tion 10 Electric Underground 10 Footer / Slab Steel Bond 20 1 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final a Min Max Inspection Descri tion 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final cMECHANPCAL PERMIT J T' Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014