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HomeMy WebLinkAbout3701 Crawley Down Lp 18-589; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT J STATEMENT NUMBER: 18100000 DATE: January 08, 2018 BUILDING APPLICATION #: 18-10000022 QBUILDINGPERMITNUMBER: 18-10000022 IT a` UNIT ADDRESS: Crawley Down Lp 3701 17-20-31-5VC-0000-1370 7f 1 V TRAFFIC ZONE:022 JURISDICTION: (O SEC: TWP: RNG: SUF: PARCEL: Gj SUBDIVISION: TRACT. PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: NVR Inc. dba Ryan Homes ADDRESS: 4307 Vineland Rd #H20 ORLANDO FL 32811 LAND USE: Kensington Reserve TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3701 CRAWLEY DOWN LOOP / KENSINGTON RESERVE LOT 137 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE Single Family Housing ORD 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) DATE: 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST.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. JAN ` 6 2010 JLaCITY -OF SANFORD BUfLDTN"GT& F1RE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ _ &Aki Job Address: 3701 Crawley Down Loop Historic District: Yes No X Parcel ID: 17-20-31-5VC-0000-1370 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: Tracy Mcdonald Phone: 407-692-9831 Fax: Name NVR INC. dba Ryan Homes Street: 4307 Vineland Rd #H20 City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Title: Production Admin Email: trmcdona@nvrinc.com Property Owner Information Phone: 407-692-9831 Resident of property? : Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction iiiw 1. 0,imthis: 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 andthe code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application t: 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 maybe additional permits required from other governmental entities such as water management districts; state ageneies,`or federal agencies'.`,t; 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 'n compliance with all applicable laws regulating construction and zoning. 1 /25/2018 1 /25/2018 Signatur o er/Agent Date Signature (12:5 r/Agent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name 1 /25/2018 Signature of Notary -State of Florida Date 20ZT¢Y Pu, MEAGAN LYNNE FOWLER FAY COMMISSION # GG 063253 sT EXPIRES: January 17, 2021 5 Bonded Thru Budget Notary Services Owner/Agent is _x Personally Known to Me or Produced ID Type of ID 1 /25/2018 Signature of Notary -State of Florida Date 1T4Y P P^ MEAGAN LYNNE FOVkER FAY COMMISSION # GG 063253 EXPIRES: January 17, 2021 ov rC,Z Bonded Thv Budget Notary Services Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building R Electrical [( Mechanical Fk Plumbing Gas[] Roof Construction Type: Occupancy Use: (2, Flood Zone: 'eltz kiTACN CP Total Sq Ft of Bldg: 2.j Min. Occupancy Load: # of Stories: 7- New Construction: Electric - # of Amps 24) Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No [ # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING. 8 UTILITIES: ENGINEERING: "-CC_'Z`t3"1f) FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. 29. 5 0lo inn( . aff f0,,r1 cav1c2 aQPr ov oat 3'w j18 Laurga VS1- A , GR WASTE WATER: BUILDING: '%7 !4. 1b' l 6 Revised: June 30, 2015 Permit Application JAN s zo» U161 I L CITY-`bF SANFORD BUILDING-&-FIRE-PREVENTION x' PERMIT APPLICATION Application No: B Documented Construction Value: $ 88,081 Job Address: 3701 Crawley Down Loop Historic District: Yes No 0 Parcel ID: 17-20-31-5VC-0000-1370 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: Tracy Mcdonald Title: Production Admin Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9831 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax.• 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction i>_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. i FBC'105.3 Shall be inscribed with the date of application and. the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 1 is 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 maybe 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 'n compliance with all applicable laws regulating construction and zoning. 1 /25/2018 1 /25/2018 Signatur o er/Agent Date Signature nt ctor/Agent Date Tracy McDonald Tracy McDonald Print Owner/Agent's Name Print Contractor/Agent's Name 1 /25/2018 Signature of Notary -State of Florida Date eo` ra'r'Fu, MEAGAN LYNNE FOWLER MY COMMISSION k GG 063253 s oz EXPIRES: January 17, 2021 Bonded Thru Budget Notary Services Owner/Agent is _x Personally Known to Me or Produced ID Type of ID 1 /25/2018 Signature of Notary -State of Florida Date os?cv P4, MEAGAN LYNNE FOWLER 4, MY COMMISSION # GG 063253 EXPIRES: January 17, 2021 or r:Y Bonded Thry Budget Notary Services Contractor/Agent is X_ Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: ,7' '1% WASTE WATER: FIRE: BUILDING: Permit Application I 0® CPTS 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: votero@nvrinc.com Property Address: 3701 Crawley Down Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: 17-20-31-5VC-0000-1370 Phone Number: 407.692.9820 Email: votero@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) OFFJCIAL` UWE Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 009O 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 E The parcel is not in the: A floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A', the best available information used to determine the base flood elevation is: BP# 18-589 Reviewed by: Michael Cash, CFM Date: February 13, 2018 1 . 1 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y oR;D e Land,,scaping in Right-Fof-11l/ay. www.sanfordfl.gov Department of Planning 8r 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 fl driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other e jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the noowwmrsbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before youd1% Project Location/Address: 3701 Crawley Down Loop, Sanford, FL 32773 2. Proposed Activity: X_ 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 Property Owner. Signature: Address: 4307 ' Phone: (407) 6! by: H-20 Orlando, FL 32811 Fax: Print Name: Tracy McDonald Email: trmcdona@nvrinc.com Date: 01/25/2018 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said 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 -okay. I have readiarA u the above statement and by signing this application I agree to its terms. Signature: Date: 01 /25/2018 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Q Engineering Date: U Site Inspected by:' Special Permit Conditions: November 2015 Date: Nvvv use unveway.par Parcel Information 8CPAParcel View: 17-20-31-5vC-00001370 Property Record Card Parcel: 17-20-31-5vc-0000/370 Owner: amuuowWEST PROJECT /LLo Property Address: 3701 CnmwLsvDOWN LOOP aAwpono.pLaorra Value Summary Parcel 17-20- 31-5VC-0000-1370 Property Address 3701 CRAWLEY DOWN LOOP SANFORD, FL 32773 Subdivision Name KENSINGTON RESERVE Tax District Sl- SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 2018 Working 2017 Certified Values Values Valuation Method Cost/ Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 14,000 14,000 Land Value Ag Portability Adj Assessed Value 14, 000 14,000 Tax Amount without SOH: $zoosu 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non AdValorem Assessments | Legal Description LOT 137 KENSINGTON RESERVE Taxes Taxing Authority Assessment Value Exempt Values T Taxable Value City Sanford 14,000 so 14,000 County Bonds 14,000 so 14,000 Sales TVac/Imp Description Date -- TBook PageAmountTQuaiifiedNoSalesLand 2/20',Q SCPA Parcel View: 17-20-31-5VC-0000-1370 No Permits I I Extra Features Description Year Built Units Value New Cost No Extra Features http://parceldetail.scpafl.org/Parcel Detail Info.aspx?PID=1720315VC00001370 2/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: ZS I hereby name and appoint: Tracy McDonald an agent of: NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Street Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: Signature of License B STATE OF FLORIDA COUNTY OF Orange N May 20,2018 3 z-1I3 The foregoing instrument was acknowledged before me this 1day of, 20018, by Robert Lattanzi who is persona 1y known to me or who has produced as identification and who did (did not) take an oath. Notary Seal) MEAGAN LYNNE FOWLER MY COMMISSION # GG 063253 EXPIRE& January 17.2021Nl, A lFOF F GP Bonded Thru Budget Notary Ser0c` Rev. 08.12) Signature MC—AGAN L,4 NNE fnwLkR Print or type name Notary Public -State of I-W IMO A Commission No. My Commission Expires: d AV I I F U L 1 LIMITED POWER OF A.TTOAAY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date:_ S I hereby name and appoint: Brenda Gunther / Angelo Santiago an agent of NVR Inc., dba Ryan Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: CBC1257565 Signature of License Holder: 5/20/2018 STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this -S day of 200.18 , by Robert Lattanzi who is ®peisonally known to me or o who has produced as identification and who did (did not) tak an Signa Notary Seal) TRALY LEIGH MCDONALDfvIYC0M%--IISSI0NI # FF925012 EXPIRES October M 2019 yo7};33.0'Ss r oridW'io2rySr,•r:cecon, Rev. 08.12) Notary Public - State of FL Commission No. 'F-- 9 Z 1 My Commission Expires: DESCRIPTION AS FURNISHED: Lot 137, KENSINGTON ,RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Ryan HomesINVR Inc. TRACT J POND-D N 00019'09" W 60.00' I I I 31.80' I LOT 137 41.80' I 14.0' ABC a LANAI 125.00' I I 30.0' I I 0 ro PROPOSED MODEL LARGO VS1 - A GARAGE RIGHT I 06 25.00' 8.7 LENTRY r o I J 21.3' I 16' DRIVE 25.20' 25.20' 10' UTIL. ESMT. 5.00' N 5.00' D=90000'00" I 1 9 "— — R=25.00' 4' CONC WALK L=39.27' C=35.36' CB=N 44040'51 " E cuRe N 00019'09" W 35.00' CRA TrEY .D0 /riv 10 0-P 40' R/W) PRIVATE ROAD) LOT 136 PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY FRONT PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' PROPOSED DRAINAGE FLOW C FO IMPERVIOUS COVERAGE = 1,993t SQUARE FEET OR 29.5%. SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A Q0 LOT CONTAINS 6, 766t SQUARE FEET SIDE = 7.5' FOR 60' LOTS5 PROPOSED FINISH FLOOR PER PLANS = 29.7' LIVING AREA CONTAINS 1,353t SQUARE FEET SIDE = 10' FOR 75' LOTS Q CONC/LANAI/PORCH CONTAINS 640f SQUARE FEET SIDE STREET = 25' CR US'E1YVW EER—,S'COTT ASSOC, INC — LAND 1ST UR VT YORS . LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P = PLAT P.O- • POINT ON LINE NOTES, F FIELD TYP, • TYPICAL IP. = IRON PIPE PR.C. + POINT OF REVERSE CURVATURE t.R, •IRON ROD P.C.C. +POINT DF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF C.H =CONCRETE MONUMENT BAD. + RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472,027, FLORIDA STATUES SET I.R. 1/2• IR. /ALB 4596 NR. HON-RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL BUSED .SEAL, THIS SURVEY MAP OR COPE ARE NOT VALID. REC. •RECOVERED V.P. + WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE 0 R RESTRICTIONS P.O.B. • POINT OF BEGINNING CALC. + CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. PO.C. =POINT OF CONMENCENENi PRM • PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. ,. 4 = CENTERLINE FF. FINISHED FLOOR ELEVATION N&D = NAIL t DISK B.S1. BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE REUED UPON BY ANY OTHER ENTITY. R/W RIGHT-OF-WAY B14 • BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT, EASEMENT B+ BASE BEA .B. RING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.S.) DRAIN. DRAINAGE B. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VER77CAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL. UTILITY CL.FC. CHAIN LINK FENCE 9. CER7IFC4TE OF AUMORIZA77ON No. 4596. WD.FC. = WOOD FENCE C/B • CONCRETE BLOCK SCALE I- 1 • a 20' DRAWN BY: '•'47. P.C. • POINT OF CURVATURE P.T. POINT OF TANGENCY CERTIFIED BY. DATE ORDER No. DISC, DESCRIPTION R = RADIUS PLOT PLAN 11-22-2017 5188-17 L = ARC LENGTH D = BE L TA C = CHORD C.H. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE WITHIN H 1 THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM• VAMES RUE EYE', L.S. 1 4714 ZONE X" MAP IY 12117CO09OF (09-28-07) W. SC , R.L.S 1 4801 SQ.FT. CALC.'S IST FLR LIVING W4 SOL FT. 2ND FLR LIVING 1265 SO. FT. TOTAL LIVNG 2,169 SOL FT. ENTRY 40 SQ FT. GARAGE 44S SGL FT. LANAI 140 $0. FT. TOTAL 2,71W SOL FT. EXTERIOR MASONRY W4L1 BWI HEIGHTS 0 Bm LOAD W. WALL O NGN-BR'i. WALL Oq,ParB/r AND CLAMM MHO LOADS BANC WO E7W MI E FUR 0 BEOQO GWM CALL"We B@! ZCEE C MH WM FOCMAGETION MOTH H OR 1 112 16 - p -01 5I' 84' 5 24W/-3OJ6 2 24 3068 DR 36' a& 4 28J0/-3059 3 33 2)25-SH 16, 63, 5 2113/-34M 4 64 1 6068 SW 14' 80' 1 S 1 26.12/-33M WIND DESIGN CRITERIA A. BASIC WND SPEED MFi4 (3 SECOND GUST) VULT- 50 / VA6D•116 MPH B. INTERNAL PRESSURE COEFFICENT-18 C. RISK CATEGORY•TYF'E 11 D. EXP'O6ilRE CATEGORY C MOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Wit DESIGN WIND SPEED. FBCR 6TH ED. (20TT) ALLOWS THESE PRE66URES TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PT DUCT MANUFACTURER5. NOSE: L FRIOR TO DR7W ALL NSTALLATION GN ALL FRAMING M IMRS I'-V FROM TIE FNISN FLOOR WLL 1 E SF'R4YED AV TREATED WY "ATE' A TER'WTE TFEATED 9FRAY 3 1/2'. 2 2 0 C TOP c_ e v M m 2X4 W = FINED YY OL. A CABINET SECTION FIRST FLOOR PLAN SCALE: 1/4 • 1'-0' j`ELEvATIGN 'A`'.',;(-' i i I A R C H I T E C T S Design Grou l a. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32T50 PH: 407-77"078 FAX;407-774 078 yr w.ab4aslgngmuP.m k. w uaAAN: 0003325 0 3 A a Q v a r SUDDIV. & I.oT: KENSINGTON RESERVE LOT #137) MODEL• LARGO VERSION#01) PROJECT#: 2997.000 PAGE: FIRST FLOOR PLAN 78CAMM: ATE: 1/4"=1'-0" HEET 3 OF 9 CCWCIBU ILO GLAODM WW LOADS BASIC MO EXPOSURE - FCR 3 r SCOW Guars G1LL eauA ZONE 17U LPN MYU WurH FE (rPOCTAQDTMI 30 12' 61' 4 29b2/-3815 - ECORE661B,1., 2 5 3' T ' 36' 61, 4 28b5/-3U4 66 3 5 MII'1- 514 36' 61' 4 2865/-304 P 4 5 36' b1' 5 28b5/-3TB5 4A 5 1-- SH 36. 61' 4 28b5/-3U4 EGRESS5 12 3 — 5FI TEMP 1. 48' 5 2%M-38.10 6 5 1 36' 61' 4 28b5/-3U4 ECURESSWIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT- 150 / VA -116 MPH B. INTERNAL PRESSURE GOEFFICENT'+ 18 C. RISK CATEGORY'TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 1 CLADDING PRESSURE AID BASED ON THE Vult DE51GN WIND SPEED. FBCR. 6TH ED. (201T) ALLOWS TI$5E PRESSUSES TO ISE MULTIPLIED BY 06 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURER& HDTFs I. PRIOR TO DRT'WALL WALLATILN ON ALL iRAMM r'E"5ER6 2'-V PROM TIE FNISN FLOOR YLL BE SPRAYED A) TREATED BY WWTE' A TER'IITE TFEATED DPRAY 3/ 4' TIG DUD FLOOR GLUED 4 SCRMED PER NAILW. 8C4-EDULE FRE- Ew FLR TRUSSES PER TR18S PLAN 2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/ 4' SUB FLOOR MATERIAL RIM FOR eOL18 NAILING. SECURE 2x12 STRINGER TO SOLID NAILING, LLV I2d NAILS TO E5E NAILED FROM BACKSIDE vN— W. LC. JC 9/L• 2ND FM FLR h W-6' 5W HT. 42' HIGH I WALL W FOYER 3) 2.12 SYP STRINGERS SECURED LLV I2d NAILS • 6'-D' OC. U Q 2xD B.YP. TREAD 4 • Ea 2aI2 PWDR. 0 WIIFORGING sQ t KIOKLATE r 2xI2 STRRY+ER TO 8R ON LANDING BEYOND) SIM DATA: IS RISERS 67.55" 3/4' T4G SUD FLOOR GLUED 4 15 TREADS 010" +1" NOSING NAILED Ixb LEDGER SECURED TO CK W/3A6'TAP GONG, BLOCKBLOMIN. I 1/4'E. 24' OF. 8T •F:QFD O2- LAtOm a. ...::. .. 12x4 P.T. PLATE•SECLIW UD I0d CUT NAILS 14' OL. MAX STAIR SECTION: 8'-8" BRG. HT. 1 1 SCALE: 1/2 . 1'-0' FLOOR --- I I I I 30'- 0' B 13'- 4' 5'-4' I 2'-06'-5' 2'-II' B O 4A I 1 I G, EGRE55 EGFESS OWNER'S SUITE 13D'-'I- O3m' X_• ' X4 POST IR---5-- ream 0 1II0• rIII R H v V 4 S.- bSTi OWNER' SBATHvvBsQ I.0 5 1II iQn qCIbL•'- G0. 4'- H88 L5 4'5EAT• 21F ACCESS IR-USN6 p NICHE 60X34' SNORER PAN W OO O I I 0 iq 044'- 2' ti II'_2' 2'- 0' a m 6' 3-_8' BEDROOM4 I a •"IcmLG° 1'_0. B m LOFT i j0 e'-0. OLCs 9 ul i v H. UALL UWOO D CAP e 2-b BF S LAUNDRY - T1 1 r--l- 11 dl o 4- 514I Li v Ez 4XS T BEDROOM 2 51- 0. CLG 18'-3' X4 = 4X4POS 4'- 2' 4'- 6' 6'-8' 3'-611 nD 2'-II' m e I A. I.C. v D'-m 1 cLG 3051- SN tib MP TE5L. STUD6 r EGRESS DEL S m 2 v BEDROOM EDoOo03 IW.I.C. 0 r e L- Lm OF 16T FLOOR BEELOW i _ 1 2) 3051- SW EGRES5 iE?1P aIO LINE OF ST FLCC)R BELOW 6'-6• 2'_ 2' 10'-8' 10'-8' 4'-2' 4'- 6' 14'-8' 21'-4' 30'- 0' SECOND FLOOR PLAN,,- 51-ALE: 1/ 4 • 1'-0' ELEVATION 'A' A R C H I T E C T 3 Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407- 774E078 FyA%:407- 77"078 w bd-lpg..p— w AA k: 0003325 mmom0000Jsysely & L.OT KENSINGTON RESERVE LOT #137) MODEL• LARGO VERSION# 01) PROJECT#: 2997. 000 PACSE: SECOND FLOOR PLAN STATE Cf- ILCOVA ri:4. 4 1 /11 / 181/"= 1'- 0" 9 REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 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 a M ; Address: ELECTRICAL PERMITY' * '" A < '' Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final i i Min Max Ins ection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final n 1VIECHANICALgPERMITr'3 2uv..a. 51v,p-.wrt{,T.h..gir$tra€.-i2 Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 Z. E. RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot137KensingtonReserveLargoAGR Builder Name: RYAN HOMES gUILO yC Street: 3701 CRAWLEY DOWN LOOP Permit Office: S#Ff RD City, State, Zip: SANFORD , FL, 32773 Permit Number: R - 5 8 9 SANFORpOwner: Jurisdiction: 691500 C 111R11v1L 31DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (2455.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 897.00 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1301.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1301.00 ft2 6. Conditioned floor area above grade (ft2) 2154 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. R= ft2 11. Ducts R ft2 7. Windows(199.1 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 a. U-Factor: Dbl, U=0.54 151.13 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 34.8 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 32.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.411 ft. Area Weighted Average SHGC: 0.296 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1301.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft2 b. Conservation features b. Floor over Garage R=11.0 397.00 ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 62.57 Glass/ Floor Area: 0.092 PASS Total Baseline Loads: 62.96 y 7 7 I hereby certify that the plans and specifications covered by Review of the plans and CliE STATE this calculation are in compliance wi the Florida Energy specifications covered by this Q ti . _ 0 Code. calculation indicates compliance y,,, ' =,..`\ with the Florida Energy Code. f. Nrru N PREPARED BY: K- Before construction is completed DATE: 01-05-18 Scntt Pratt this building will be inspected for compliance with Section 553.908 hereby certify that this building, ai de wined, is in compliance Florida Statutes. CQD withtheFloridaEnergyCode. yyE f¢ OWNER/ AGENT: - BUILDING OFFICIAL: DATE: 1 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage Qn requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 Qn for whole house. 1/ 5/2018 11:13 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lotl37KensingtonReserveLar User 1 RYAN HOMES SANFORD 691500 Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 2154 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 , 137 KENSINGTON RESE 3701 CRAWLEY DOW Seminole SANFORD , FL , 32773 CLIMATE V Design Location TMY Site Design Temp 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2154 18309 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2154 18309 Yes 5 4 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 103.5 ft 397 ft2 904 ft2 11 0.16 0 0.84 0.39 0 0.61 ROOF v # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1371 ft' 216 ft2 Medium 0.85 N 0.85 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1301 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1301 ft2 0.11 Wood 1/5/2018 11:13 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity, Width Height Sheathing Framing Solar Belo olSpaceInFtInArpnueE.rac 1 N Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 27 0 8 8 234.0 ft2 0 0 0.6 0 3 E Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 8 6 8 8 73.7 ft2 0 0 0.6 0 5 S Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul Main 4.1 38 0 8 8 329.3 ft2 0 0 0.6 0 7 W Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0 8 W Exterior Concrete Block - Int Insul Main 4.1 20 0 8 8 173.3 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft2 0 0.23 0.3 0 10 W Exterior Concrete Block - Int Insul Main 4.1 10 0 8 8 86.7 ft2 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated Main None 25 3 8 24 ft2 2 Wood Main None 25 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 Imp Area Depth Separation Int Shade Screening 1 N 1 Metal Low-E Double Yes 0.54 0.31 N 12.0 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 2 N 1 Metal Low-E Double Yes 0.54 0.31 N 15.3 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 3 E 3 Metal Low-E Double Yes 0.54 0.31 N 15.3 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 4 E 3 Metal Low-E Double Yes 0.54 0.31 N 30.5 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 5 S 5 Metal Low-E Double Yes 0.54 0.31 N 15.3 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 6 W 7 Metal Low-E Double Yes 0.54 0.31 N 30.5 ft2 1 ft 0 in 1 ft 2 in Drapes/blinds Exterior 5 7 W 8 Metal Low-E Double Yes 0.54 0.31 N 32.4 ft2 1 ft 0 in 10 ft 10 in Drapes/blinds Exterior 5 8 W 10 Metal Low-E Double Yes 0.62 0.25 N 48.0 ft2 11 ft 0 in 0 ft 6 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 449 ft2 449 ft2 33 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000378 2136.1 117.27 220.54 3398 7 1/5/2018 11:13 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.6 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.8 kBtu/hr 0 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ftz DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 430.8 ft Attic 107.7 ft Proposed Qn Main cfm 129.2 cfm 0.06 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin [ Jan [ ] Feb [ Mar A r Ma Jun jXj Jul Au X Se Oct Nov Dec Heating X Jan H Feb f X Mar APr I May Jun ] JulI Xj AuSePrj Oct Nov DecHVentin [ ] Jan [ ] Feb [X Mar A r May Jun ] Jul Aug Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 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 1 /5/2018 11:13 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software I Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL EPL). DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 3701 CRAWLEY DOWN LOOP, SANFORD, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1208.00 ft2b. Concrete Block - Int Insul, Exterior R=4.1 897.00 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1301.00 ft2 6. Conditioned floor area (ft2) 2154 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 11. Ducts R ft a. U-Factor: Dbl, U=0.54 151.13 ft2 a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.62 48.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 34.8 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 32.6 HSPF:8.50 Area Weighted Average Overhang Depth: 3.411 ft. Area Weighted Average SHGC: 0.296 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft 2 a. Electric EF: 0.95 b. Floor over Garage R=11.0 397.00 ft2 b. Conservation features c. N/A R= ft2 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 inspectio . Otherwise, a new EPL Display Card will be completed based on installed Code complia fe to s. Builder Signature: Date: Address of New Home: Q City/FL ip: 114E Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/5/2018 11:14 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 0 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory, Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3701 CRAWLEY.DOWN LOOP Permit Number. SANFORD , FL, 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to, the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4,1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 1/5/2018 11:14 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) I R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airnow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automaticallyadjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 1/5/2018 11:14 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps, and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUIV CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI,: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 1/5/2018 11:14 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (20,17) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. 'Cooling only equipment shall be selected so that its total capacity is riot less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters.. All gas- and oil -fired pool and spa heaters shall have a minimum thermal . . efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 1/5/2018 11:14 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump,pool heaters. ; Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 1/5/2018 11:14 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot137KensingtonReserveLargoAGR Builder Name: RYAN HOMES Street: 3701 CRAWLEY DOWN LOOP Permit Office: SANFORD City, State, Zip: SANFORD , FL, 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be airtight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind o'Dina and w'r'no. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire s ronkler cover olates and walls or ceilinas. a. In addition, inspection of log walls shall be in accordance with the provisions of [CC-400. 1/5/2018 11:14 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft® Manual S Compliance Report Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES 3701 CRAWLEY DOWN LOOP, SANFORD, FL32773 Design Conditions Job: LotlMensingtonReser... Date: 7/25/2015 By: FJF Outdoor design DB: 92.5°F Sensible gain: 26200 Btuh Entering coil DB: 76.7°F Outdoor design WB: 76.2°F Latent gain: 3483 Btuh Entering coil WB: 63.3oF Indoor design DB: 75.0°F Total gain: 29683 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Sensible capacity: 27736 Btuh 106% of load Latent capacity: 3654 Btuh 105% of load Total capacity: 31390 Btuh 106% of load SHR: 88% Design Conditions Outdoor design DB: 42.3°F Heat loss: 20978 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32112 Btuh 153% of load Capacity balance: 31 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF Meets are all requirements of ACCA Manual S. 2017-Dec-02 08:30:59 k- + wrightSOW Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 i...rveLargoAGR\Lot1 37KensingtonReserveLargoAGR. rup :Calc = MJ8 House faces: E wrightsoft® Component Constructions 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: Lott 37KensingtonReser... Date: 7/25/2015 By: FJF Proiect Information For: RYAN HOMES 3701 CRAWLEY DOWN LOOP, SANFORD, FL32773 Design • • • Location: Indoor: Heating Cooling Orlando/Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range ff) 16 ( M ) Method Simplified Wet bulb (OF) 76 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area lJ-value Insul R Htg HTM Loss CIg HTM Gain ft Btu h/ft? °F ft-°F/Btuh Btuh/ft' Btu Btuh/ft' Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 337 0.091 13.0 2.52 849 2.85 959 fnsh, 2"x4" wood frm, 16" o.c. stud e 195 0.091 13.0 2.52 491 2.85 554 s 349 0.091 13.0 2.52 879 2.85 993 w 210 0.091 13.0 2.52 528 2.85 596 all 1090 0.091 13.0 2.52 2747 2.85 3102 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 234 0.201 0 5.57 1303 5.29 1239 board int fnsh e 50 0.201 0 5.57 277 5.29 263 s 329 0.201 0 5.57 1834 5.29 1744 w 179 0.201 0 5.57 998 5.29 949 all 792 0.201 0 5.57 4411 5.29 4195 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 307 0.091 13.0 2.52 774 1.45 446 wood frm, 16" o.c. stud Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 12 0.540 0 15.0 179 14.1 169 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (4 ft window ht, 1.17 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 15 0.540 0 15.0 228 14.1 215 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 e 15 0.540 0 15.0 222 33.9 502 ft overhang (5.08 ft window ht, 1.17 ft sep.); 6.67 ft head ht e 31 0.540 0 15.0 456 33.9 1033 s 15 0.540 0 15.0 228 14.3 219 w 31 0.540 0 15.0 456 33.9 1033 all 106 0.540 0 15.0 1590 28.2 3001 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 33 0.540 0 15.0 489 33.9 1107 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 10.83 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 48 0.620 0 17.2 824 16.1 772 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht 2017-Dec-02 08:30:59 AC- * wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 rveLargoAGR\Ldt137KensingtonReserveLargoAGR.rup Calc = MJ8 House faces: E Doors 11 DO: Door, wd sc type I. Ceilings 1613-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 20P-11t: Fir floor, frm fIr, 12" thkns, r-11 cav ins, gar ovr 22A-tpl: Bg floor, light dry soil, on grade depth e 24 0.390 n 18 0.390 all 42 0.390 1301 0.032 397 0.078 104 0.989 0 10.8 259 12.0 289 0 10.8 193 12.0 215 0 i 10.8 452 12.0 504 30.0 0.89 1153 1.74 2263 11.0 2.16 857 1.12 444 0 27.4 2835 0 0 2017-Dec-02 08:30:59 f f- wrightSOW Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 iCC(i...rveLargoAGR\Lot137KensingtonReserveLargoAGR.rup Calc = MJ8 House faces: E wrightsoft® Project Summary 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 3701 CRAWLEY DOWN LOOP, SANFORD, FL32773 Notes: L.S. 12-2-17 SRP Weather Winter Design Conditions Outside db 42 OF Inside db 70 IF Design TD 28 OF Heating Summary Structure 18899 Btuh Ducts 2079 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 20978 Btuh Infiltration Method Construction quality Fireplaces Area (ft2) Volume (ft3) Air changes/hour Equiv. AVF (cfm) Orlando/Jetport, FL, US Simplified Semi -tight 0 Heatina Co 2154 21n54 18249 18249 0.28 0.15 85 46 Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140361 K A H R I ref :8242629 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 31 IF Backup: 8.5 HSPF 32600 Btuh @ 470F 26 0 1160 cfm 0.055 cfm/Btuh 0.30 in H2O Input = 0 kW, Output = 0 Btuh, 100 AFUE Job: Lot137Kensin gtonReser... Date: 7/25/2015 By: FJF Summer Design Conditions Outside db 93 IF Inside db 75 IF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 21884 Btuh Ducts 4315 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/ swing multiplier 1.00 Equipment sensible load 26200 Btuh Latent Cooling Equipment Load Sizing Structure 2415 Btuh Ducts 1069 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3483 Btuh Equipment Total Load (Sen+Lat) 29683 Btuh Req. total capacity at 0.75 SHR 2.9 ton Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140361 K Coil ASPT47D14A AH R I ref :8242629 Efficiency 12.5 EER, 15 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.044 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 59 Wrl htsoft- 2017- Dec-02 08:age1 9Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 iC(>, ... rveLargoAGR\Lot137KensingtonReserveLargoAGR.rup Calc = MJ8 House faces: E wrightsoft® Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot137Kensin gtonReserveL... Date: 7/25/2015 By: FJF 1 Room name Entire House great rm 2 Exposed wall 254.5 ft 62.0 ft 3 Room height 8.3 ft 8.7 ft heat/cool 4 Room dimensions 30.0 x 16.0 ft 5 Room area 2205.8 ftz 480.0 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number 13tuh/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 Vf/ 12C-0sw' 0.091 Y n 2.52 2.85 364 337 849 959 0 0 0 6 iL- G 2A-20m 0.540 n 14.96 14.08 12 0 179 169 0 0 0 0 2A 2om_. 1 0.540 n 14.96 14.08 15 0 228 215 0 0 0 0 W 13A-2ocs 0.201 n 5.57 5.29 234 234 1303 1239 139 139 772 734 11 V6 12C 0sw 0.091 e 2.52 2.85 240 195 491 554 0 0 0 0 2A- 2om 0.540 e 14.96 33.86 15 0 222 502 0 0 0 0 2A 2om.._ .-_ 0.540 e . 14.96 33.86 31 0 456 1033 0 0 0 0 W 13A-2ocs 0.201 a 5.57 5.29 74 50 277 263 0 0 0 0 11 DO 0.390 e 10.80 12.03 24 24 259 289 0 0 0 0 D12C- 0sw 0.091 s 2.52 2.85 364 349 879 993 0 0 0 0 2A- 20m __ 0.540 s 1.4.96 14.34 15 13 228 219 0 0 0 0 W 13A-2ocs 0.201 s 5.57 5.29 329 329 1834 1744 139 139 772 734 12C- 0sw . o.091 w 2.52 2.85 240 210 528 596 0 0 0 0 G 2A-2om - 0.540 w 14.96 33.86 31 0 456 1033 0 0 0 0 13A- 2ocs 0.201 w 5.57 5.29 260 179 998 949 260 179 998 949 2A- 2om 0.540 w 14.96 33.86 33 0 489 1107 33 0 489 1107 2A- 2omd„ 0.620 17.17 16.O8 48 48 824 772 48 48 824 772 12C- 6sw 0.091. w_ f. 1.45 325 307 µ. 774 446 0 0 0 0 U 11DO 0.390 n 10.80 12.03 18 18 193 215 0 0 0 0 C 1613-30ad 0.032 0.89 1.74 1301 1301 1153 2263 0 0 0 0 F 20P-11t 0.078 216 1.12 397 397 857 444 0 0 0 0 F 22A-tp 0.989 27.40 0.00 905 104 2835 0 480 62 1699 0 6 c) AED excursion 857 924 Envelope loss/gain 16314 16860 5554 5221 12 a) Infiltration 2585 875 660 223 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Qo 230 5 1150 4 920 Appliances/ other 3000 600 Subtotal ( lines 6 to 13) 18899 21884 6214 6964 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18899 21894 6214 6964 15 Duct loads 11% 20% 2079 4315 0% 0% 0 0 Total room load 20978 26200 6214 6964 Air required (cfm) 1160 1160 344 308 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSoft_ Right -Suite® Universal 2017 17.0.23 RSU23828 2017- Dec-02 08::330:59 14$ En`...rveLargoAGR\Lot137KensingtonReserveLargoAGR.rup Calc = MJ8 House faces: E g r# wrightsoft`° Right-J® 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 137KensingtonReserveL... Date: 7/25/2015 By: FJF 1 Room name pdr mud rm 2 Exposed wall 8.0 ft 6.0 ft 3 Room height 8.7 ft heat/cool 8.7 It heat/cool 4 Room dimensions 4.5 x 8.0 ft 6.0 x 6.0 ft 5 Room area 36.0 ft2 36.0 ft2 Ty Construction U-value Or HTM Area (ft2) 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 C 12C Osw: 2A tom t 0 091 0.540 n' n" 2.52 14.96 2.85 14.08 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 G 0540 n-' 1496 14:08.- w.._._. b Q W 2A26m 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 52 52 2.90 275 11 12COsNi 0091 e`' 2.52 285 0 0 6 0 0'' 0 0 0 2A 2om ' 0 540 e 14.96 33 86 0 0 0 0 0 0 0 0 x 2A_2om r, _.. 0.540 e . 14.96 31B6 0 0 0 0 0 13A-2ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 11D0_ 12C Osw 0.390 0 091 e_ s 10.80 2.52 12.03, 2.85 F _ 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0t _G 2A.2om_": 0.540 s'-; 14.9614.96: 14:34 0 s. .... 0- r. _ _a0 0 0 0 0 0, W 13A-2ocs 0.201 s 5.57 5.29 69 386 367 0 0 0 0 12C Osw 0.091 w: 2.52 2.85 9 0 0 0_ 0 0 0 0 0 2A.2om__'__1_.- : -s b.540 W 14.96, 33.86 0 0 0 0 0._- 0 0 0 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 2A-2omd 0.620 w 17.17 16.08 0 0 0 0 0 0 0 0_ P 11 12C Osw DO_ _ _ _ . --. 0 691 0.390 t- n 2.52 10.80; 1.45 12:03 b 0 0 0 0 6 0 74 18 56 t8 141- 193 81 215' C 1613-30ad 0.032 0.89 1.74 0 0 0 0 0 0 0 0 0-078 21fi 1;,12 0 0,,. 0 9_' 0 0 0 0 F 22A-tpl- 0.989 27.40 0.00 36 8 219 0 36 6 164 0 6 c) AED excursion 26 40 Envelope loss/gain 605 341 788 532 12 a) Infiltration 85 29 64 22 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) 690 369 851 553 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 690 369 851 553 15 Duct loads 0 % 0 % 0 0 0 % 0 % 0 0 Total room load 690 369 851 553 Air required (cfm) 38 16 47 24 Calculations approved by ACCA to meet all requirements ofrManual J 8th Ed. wrAghtsOft 2017-Dec-02 08:age 2Right -Suite® Universal 2017 17.0.23 RSU23828 Page 2 eLargoAGR\Lot137KensingtonReserveLargoAGR.rup Calc = MJ8 House faces: E wrightsofr Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot137KensingtonReserveL... Date: 7/25/2015 By: FJF 1 Room name kitchen mstr rm 2 Exposed wall 27.5 ft 30.5 ft 3 Room height 8.7 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 352.5 ft 1.0 x 251.5 ft 5 Room area 352.5 ft2 251.5 ft2 Ty Construction U-value Or HTM Area (ft2) 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 Vfl 12C w ._ 0.091 n 2:52 2.85 0 0 0 0 0 0 0 0 2A-2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 I GOs 2A-2om 0.540 n 1..574.96 14.08 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5 5.29 43 43 241 229 0 0 0 0 11 12C-0s W 0.091 a 2.52 2.85 0 0 0 0 0 6 0 0 2A-2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A72omy__ - 0..540 e 14;96 33.86 0 0 0 0 0 10 0 0 13A-2ocs 0.201 e 5.57 5.29 74 50 277 263 0 0 0 0 11 DO 0,390 a 10.80 12.03 24 24 259 289 0 0 0 0 Vf/ 12C-Osw 0.091 s 2.52 2.85 0 0 0 0 136 136 343 387 I-G W 2A-2om._ 13A-2ocs 0.540 0.201 s s 1.4.96 5.57 14.34 5.29 0 121 0 121 0 676 0 642 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.52 2.85 0 0 0 0 108 78 195 221 2A-2om._ 0.540 w 14.96 33.86 0 0 0 0 31 0 456 1033 13A-20cs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 6--GGG 2A 2omd 0.620 w 17.17 16.08 0 0 0 0 0 0 0 f 1- 12C Osw , 0.091 2.62 1.45 0 251 251 634 365 0 0 0 0 t D 11 DO _ 0.390 n 10.80 12.03 0 0 0. 0 0 0 0 0 C 1613-30ad 0.032 0.89 1.74 0 0 0 0 252 252 223 437 F 20P-11t 0.078 2.16 1.12 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 27.40 0.00 353 28 753 0 0 0 0 0 6 c) AED excursion 206 295 Envelope loss/gain 2840 1582 1217 2373 12 a) Infiltration 293 99 300 101 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1200 600 Subtotal (lines 6 to 13) 3132 2881 1517 3304 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3132 2881 1517 3304 15 Duct loads 0 % 00/ 0 0 26 % 39 % 394 1283 Total room load 3132 2881 1911 4587 Air required (cfm) 173 128 106 203 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft" 2017-Dec-02 08:30:59 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 3 rveLargoAGR\Lotl37KensingtonReserveLargoAGR.rup Cale = MJ8 House faces: E wrightsoft* Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot137KensingtonReservell- Date: 7/25/2015 By: FJF 1 Room name rm 3 wic rm 2 2 Exposed wall 12.0 ft 7.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 7.0 x 5.0 ft 1.0 x 149.8 ft 5 Room area 35.0 ftz 149.8 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (W) Load number Btuhfftz 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 12C-Osw ._ 0 091 n 2 52 2.99 0 0 0 0 0 0 O b 2A 2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 2A-2om _ 0.540 n 14.96 1.4.08 0 0 0 0 0 0 0_ 0 W 13A-2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 6 11 12C Osw 0.091 e 2 52 2.85 56 56 t 41 159 36 21 52 59 T:-:2. 2A 2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A 2om,-__ 0.540 e 14.96 33.86 0 0 0 0 15 0 228 516 13A-20cs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 a 10.80 12.03 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 s 2.52 2.85 40 40 101 114 20 20 50 57 G 2A-2om_ 0.540 s 14.96 14.34 0 0 0 0 0 0 0 0 W 13A-2ocs 5.57 5.29 0 0 0 0 0 0 0 0 12C-Osw 0.201 0.091 s w 2.52 2.85 0 0 0 0 0 0 00 G 2A-2om.- 0.540 w 14.96 33.86 0 0 0 0 0 0 0_ 0 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 2A-2cmd 0.620 w 16.08 0 0 0 0 0 0 0 0 PI D 12C Osw 0.091 17.17 2.52 1.45 0 0 0 0 0 0 0 0 11 D0.-__ .. 0.390 n 1,0.80 12.03 0 0 0 0 0 0 0- 0 C 168-30a_d 0.032 0.89 1.74 35 35 31 61 150 150 133 260 F 20P-111 0.078. 2.16 1.12 35 35 76 39 84 84 180 93 F 22A-W 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 28 75 Envelope loss/gain 349 346 644 1061 12 a) Infiltration 118 40 69 23 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 467 386 713 1085 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 467 386 713 1085 15 Duct loads 26 % 39 % 121 150 26 % 39 % 185 421 Total room load 588 535 1 898 1506 Air required (cfm) 32 24 50 67 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 2017-Dec-02 08:30:59 rveLargoAGR\Loti37KensingtonReserveLargoAGR.rup Calc = MJ8 House faces: E Page 4 wrightsott, Right-M Worksheet Job: Entire House Bate: By: DEL -AIR HEATING & AIR CONDITIONING 531'CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665' Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Lot1371(ensington Reservel- 7/25/2015 FJF 1 Room name rm 3 bth 1 2 3 Exposed wall Room height 25.0 ft 8.0 ft heat/cool 5.5 ft 8.0 ft heat/cool 4 5 Room dimensions Room area 14.5 x 10.5 ft 152.3 ft2 11.0 x 5.5 ft 60.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuhfft2-'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 Osw _ c i 2A 2om 2A 2om 0.091 Q.540 0.540 n, n n ' 2.52 14.96 1496. 2.85 14.08 14.08 84 0 M 0- 0 212 0 239 0 44 0 0_ 44 0 0 111 0 O 125 0 0 1 1 W 13A-loos _. 12C (f 0.201 0:091 n e 5.57 2 52 5.29 2.85 0 116 0 86 a _ _0 217 0 245 N 0 0 0 0 0 O 0 0 W D VL 2A 2om `" 2A,2oma__, 13A-2ocs 11 DO 12C 11540 0;540 0.201 0.390 0.091 e e.m e e _ s, 14 96 149,6 5,57 10.80 2 52 33.86 33.86 5.29 12._03 2.85 15 15 0 0 0 0 l7 0 0 0 222 1 _.228 0 0 0 502 51,6 0 0 0 0 0- 0 0. 0 0 0. 0 9 0 0 0 0 0 0 0 0 0 0 0 2A2om W P1 D 13A 2ocs„_ 120Osw 2A 2om_ : ._ , , _ °:. 13A- 2ocs 2A- 2om 2A 2omd _ ., _ _. 12C Osw' 1D0. ..__'. O. 540 0201 0: 091 0. 540 0. 201 0. 540 0. 620 0. 091 0. 390 s,' s_ wY wsw w w _., n_ 14. 96._ 5. 57 2, 52 14. 96 5. 57 14. 96 17. 17 2. 52 10. 80 14: 34 5. 29 2. 85 33. 86 5. 29 33. 86 16. 08 1. 45 2. 03 b 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1. . O 0_ 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 6 v__. _ . 0 0 0 0 0 0 0 0u 0. 0 0 0 0 0 0 0 0 0 0 0 b e. 0 0 0 0 0 0 0' 0 0 0. 0 0 0 0 A C_ _ 16133O _ v 0. 032 0.078 0.89 2.16 1.74 1._12 v=,152 152 152 152 135 26_ a 170Qi 61.-_-- 61 v54 105 68 F 22A- t01 0.989 27.40 0 00 0 0 0 0 0 0 0 0 6 c) AED excursion 1 146 1 -21 Envelope loss/ gain 1342 2084 295 277 12 a) Infiltration 246 83 54 18 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) 1588 2167 349 295 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0' 14 Subtotal 1588 2167 349 295 15 Duct loads 26 % 39 % 4121 841 26 % 39 % 91 115 Total room load 2000 3008 440 410 Air required ( cfm) 111 133 24 18 Calculations approved by ACCA to meet all requirements of Manual. J 8th Ed. WrightsOft` Ri ht-Suite® Universal 2017 17.0.23 RSU23828 2017-Dec- 02 08:ge 5 g Page5rveLargoAGR\Lot137KensingtonReserveLargoAGR. rup Calc = MJS House faces: E f wrightsoftRight-JO Worksheet Entire House DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax:407-333-3853 Web:'WWW.DEL-AIR.COM Job: Lot137Kensin gtonReserveL... Date: 7/ 25/2015 By: FJF 1 Room name laundry rm 4 2 Exposed wall 5.5 ft 11.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 6.5 x 5.5 ft 1.0 x 132.3 ft 5 Room area 35.8 ft2 132.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuhfft2-° 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 y/ 12C-Osw 0.091 n 2.52 2.85 44 44 111 125 88 73 183 207 2A tom 0.540 n 14.96 14.08 0 0 0 0 0 0 0 10 L G 2A tom 0.540 n 14.96 14.08 0 0 0 0 15 0 228 21_5 W 13A- 2ocs 0.201 n 5.57 5.29 0 0 0 0 0 0 0 0 11 120- 0sw 0.091 e 2.52 2.85 0 0 0 0 J 0 0 0 0 2A tom 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A2om.._.. 0. 540 e. 14.96 33.86 0 0. 0 0 0 0 0 0 13A-20cs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 11 DO 0.390 e 10.80 12.03 0 0 0 0 0 0 12C-0sw ^ 0 .091 s 2.52 2.85 0 0 0 0 0 0 0 0 0 2A- 2om.. .. 0.540 s 14.96 14.34 0 0 0 0 0 0 0 0 W 13A- 2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 t-G2A- 2om.- 12C-0sw. 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 13A-2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 2A-2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 2A-2omd 0.620 w 17.17 16.08 0 0 0 0 0 0 0 0 PI. _. D 12C Osw ,. 11D0 ... .' - 0091 0. 390 n 252 10. 80 1.45 2.03 0 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 C 1613- 30ad 0.032 0.89 1.74 36 36 32 62 132 132 117 230 F 20P- 11t 0.078 2.16 1.12 18 18 38 20 0 0 0 0 F 22A- tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 55 46 Envelope loss/ gain 180 152 529 606 12 a) Infiltration 54 18 108 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @a 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 234 770 637 642 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 234 770 637 642 15 Duct loads 26% 39% 61 299 26% 39°/ 165 249 Total room load 295 1069 802 892 Air required ( cfm) 16 47 44 39 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigf7tSOft- Right - Suite® Universal 2017 17.0.231RSU23828 2017-Dec- 02 0 :30:59 6 rveLargoAGR\ Lot137KensingtonReserveLargoAGR. rup Calc = MJ8 House faces: E g wrightsoft* Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531'CODISCO WAY, SANFORD', FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot137Kensin gtonReservel- Date: 7/25/2015 By: FJF 1 Room name mstr bth mstr wic 2 Exposed wall 22.0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 1. 0 x 111.0 ft 111. 0 ft2 7. 5 x 5.0 ft 37. 5 ft2 Ty Construction number U- value Btuh/ ft2-'F) Or HTM Btuh/ ft2) Area ( ft2) or perimeter (ft) Load Btuh) Area ( ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vt/ . n 12C Osw' ' 4 ; 0 091 n 2 52 2 85 104 92 232 262 0 0 0 0 I G 2A tom , . 2A 2om , 0. 540 0. 540 n n 14 96 14 9614. 09 14 08 12 0 179 4 169 0 0 T -_. 0 0 0 0 0 0 1 1 W _ 13A 2ocs _, 12C Osw' 0 201 0 091 n -. e' 5. 57 2 52 5 29 2. 85 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V)/ Vt/ 2A 2om 2Q. 2om,._'- _ 13A- 20cs 11 DO . 12C Osw 0. 540 3' 56 0. 201 0. 390 0. 091 e. e e e.. s 14. 96 14. 96_ 5. 57 10. 80 2. 52 33. 86 33. 86 5. 29 12 03 2. 85 0 0 0 0_ 0 0 r. . _.,_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-.: 0 0 0 0 0 0 0 0 0 9. 0 0 0 0 0 0 0 0 W 2A. 2om._., . ...-,_ . 13A 2ocs _ 12C Osw A: 590 0. 201 0. 091 0. 540 sm s w; w_, 14. 96. 5. 57 2. 52 t4. 96. 14. 34 5. 29 2. 85 33. 86 0 0 72 r .._ 0 0 72 0 0 0 181 0 0 205 L __. 0 0 60. w. 0 0 66A _. ., 0 0 151 0 0 T71 0: 13A- 2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 P D 2A- 2om 2A2omd __...._ 12C Osw 11D0. _ ,. 0. 540 0. 620 0. 091 0i390 w w un' r 14. 96 1717 2. 52 w10: 80, 33. 86 1608 1. 45 12: 03 0 0-_, O. R v 0 0 0 0 0 0 0,__ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.,.. 0 0 0 0 0 0. C- _- F 16B- 30ad.- 20P- 11t . . 0. 032 n Q.Q78. 0. 89 216:.... 112 1. 74 111 0 111 0 98- 0 193_ 0..:: e38.___. 0 38 0 33 0, w65 0 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 c) AED excursion 60 17 Envelope loss/gain 691 769 184 219 1612a) Infiltration b) Room ventilation 216 0 73 0 74 0 25 0 13 Internal gains: Occupants (7o 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 907 842 258 244 Less external load 0 0 0 0 14 15 Less transfer Redistribution Subtotal Duct loads 26% 39% 0 0 907 235 0 0 842 327 26% 39% 0 0 258 67 0 0 244 95 Total room load Air required (cfm) 1143 63 1169 52 325 18 338 15, Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Fk wrightsOft' Ri ht-Suite® Universal 2017 17.0.23 RSU23828 2017- Dec-02 08:30:59 P. g Page 7 rveLargoAGR\ Lot137KensingtonReserveLargoAGR.rup Calc = MJS House faces: E wrightsoft'° Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531'CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot137Kensin gtonReserveL... Date: 7/25/2015 By: FJF 1 Room name mstr wic int mstr we 2 Exposed wall 0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 5.5 x 4.5 ft 5.5 x 4.0 ft 5 Room area 24.8 ftz 22.0 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number Btuh/ft? °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 V 12COsw, 0.091 n 2.52 2.85 6 0 6 0 0 0 6 0 G 2A 2om 0.540 n 14.96 14.08 0 0 0 0 0 0 0 0 G 2A 2om 0,540 n 14.96 14.08 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 n 5.57 5.29 0 0 0 6 0 6 0 0 11 12C-Osw 0.091 a 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om 0.540 e 14.96 33.86 0 0 0 0 0 0 0 0 2A 2om_.. _ _ _ 0.540 e 14.96. 33.86 0 0 0 0 0 0 0 0 13A- 2ocs 0.201 e 5.57 5.29 0 0 0 0 0 0 0 0 p 11 DO 0.390 e 1.0; 80 12.03 0 0 0 0 0 0 0 0 y% a, 12C- Osw 0.091 s 2.52, 2.85 0 0 0 0 0 0 0 0 2A. 20m._ 0.540 s 14.96. 14.34 0 0 0 0 0 0_ 0 0 W 13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 0 0 0 0 12C- 0sw 0.091 w 2.52 2.85 0 0 0 0 0 0 0 0 2A- 2om, 0.540 w 14.96 33.86 0 0 0 0__ 0 0 0 0 13A- 2ocs 0.201 w 5.57 5.29 0 0 0 0 0 0 0 0 PA- 2om 0.540 w 14.96 33.86 0 0 0 0 0 0 0 0 2A- 2omd_.. 0,620 w. 17.17 16.08 0 0 0 0 0 0 0 PI 126Osw ; 0.091 2.52 1.45 0 0 0 0 0 0 0 0 0 U 11 DO _ _- 0.390 n 10.80 12.03 0 0 0 0 0 0 0 0 C 16B- 30ad 0.032 0.89 1.74 25 25 22 43 22 22 20 38 F 20f - 11t. 0.078 2;16 1.12 0 0 0 0 0 0 0 0 F 22A- tpl 0.989 27.40 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 3 3 Envelope loss/ gain 22 40 20 36 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1 0 Subtotal (lines 6 to 13) 22 40 20 36 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22 40 20 36 15 Duct loads 26 % 39% 6 16 26 % 39 % 5 14 Total room load 28 56 25 50 Air required ( cfm) 2 2 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. J' wrightSOft_ Ri ht-Suite® Universal 2017 17.0.23 RSU23828 2017-Dec- 02 08:30:59 g Page 8 rveLargoAGR\Lot137KensingtonReserveLargoAGR. rup Calc = MJ8 House faces: E wrightsoftRight-M 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: Lot137KensingtonReserveL... Date: 7/25/2015 By: FJF 1 Room name loft 2 Exposed wall 25.0 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 1.0 x 289.0 ft 5 Room area 289.0 ftz Ty Construction U-value Or HTM Area (ft2) Load Area Load number Btuh/ftz °F) Btuh/ft') or perimeter (ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6/ 12C-0sw 0.091 n 2.52 2.85 0 0 0 0 2A- 20m 0.540 n 14.96 14.08 0 0 0 0 2A 2om 0.540 n 14.96 14.08 0 0 0 0 W 13A-2ocs 0.201 n 5.57 5.29 0 0 0 6 11 12C-0sw* 0.091 e 2.52 2.85 32 32 81 91 2A 2om 0.540 e 14.96 33.86 0 0 0 0 2A 2om..- 0.540 e 14.96 33.86 0 0 0 0 j D 13A- 2ocs 0.201 a 5.57 5.29 0 0 0 0 11 DO 0.390 a 10.80 12.03 0 0 0 0 12C- Osw 0.091 s 2.52 2.85 168 153 385 435 2A- 2om-.. 0.540 s 14.96 14.34 15 13 228 219 W 13A-2ocs 0.201 s 5.57 5.29 0 0 0 0 I t12C- Osw 0.091 w 2.52 2.85 0 0 0 0 G 2A-2om.... 0.540 w 14.96 33.86 0 0 0 0 13A- 2ocs 0.201 w 5.57 5.29 0 0 0 0 2A- 2om 0.540 w 14.96 33.86 0 0 0 0 2A- 2omd 0.620 w 17.17 16.08 0 0 0 0 P 12C Osw 11 DO. -_ 0. 091 0. 390 2. 52 10. 80 1. 45 12. 03 0 0 0 0 0 0 0 0 0C 16B-30ad 0.032 0.89 1.74 289 289 256 503 F _ 2OP,11t 0.078 2.16 1.12 48 48 104 54 F 22A-tpl 0.989 27.40 0.00 0 0 0 0 6 c) AED excursion 79 Envelope loss/gain 1054 1222 12 a) Infiltration 246 83 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/ other 0 Subtotal ( lines 6 to 13) 1299 1306 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 1299 1306 15 Duct loads 26 % 39 % 337 507 Total room load 1636 1812 Air required (cfm) 90 80 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. WPI F1tSO1FC" 2017-Dec-02 08:30:59 9 Right -Suite® Universal 2017 17.0.23 RSU23828 Page 9 rveLargoAGR\ Lot137KensingtonReserveLargoAGR.rup, Calc = MJ8 House faces: E wrightsoft® Duct, System Summary 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 3701 CRAWLEY DOWN LOOP, SAN FORD, FL32773 Job: LotlMensingtonReser... Date: 7/25/2015 By: FJF Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.197 in/ 100ft 0.197 in/100ft Actual air flow 1160 cfm 1160 cfm Total effective length (TEL) 122 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk loth 1 h 440 24 18 0.237 4.0 Ox 0 VIFx 16.1 85.0 SO great rm h 3107 172 154 0.203 8.0 Ox 0 VIFx 23.2 95.0 st2 great rm-A h 3107 172 154 0.212 8.0 Ox 0 VIFx 18.0 95.0 st2 kitchen h 3132 173 128 0.212 8.0 Ox 0 VIFx 18.0 95.0 st2 laundry c 1069 16 47 0.235 4.0 Ox 0 VIFx 16.9 85.0 st1 loft h 1636 90 80 0.295 6.0 Ox 0 VIFx 11.3 70.0 mstr loth h 1143 63 52 0.295 5.0 Ox 0 VIFX 11.3 70.0 mstr rm c 4587 106 203 0.304 8.0 Ox 0 VIFx 9.1 70.0 mstr we c 50 1 2 0.304 4.0 Ox 0 VIFx 8.9 70.0 mstr wic h 325 18 15 0.294 4.0 Ox 0 VIFx 11.6 70.0 mstr wic int c 56 2 2 0.326 4.0 Ox 0 VIFX 3.5 70.0 mud rm h 851 47 24 0.206 4.0 Ox 0 VIFX 21.3 95.0 st2 pdr h 690 38 16 0.197 4.0 Ox 0 VIFx 27.1 95.0 st2 rm 2 c 1506 50 67 0.232 6.0 Ox O VIFx 18.4 85.0 SO rm 3 c 3008 111 133 0.227 7.0 Ox O VIFx 20.8 85.0 SO rm 3 wic h 588 32 24 0.209 4.0 Ox 0 VIFx 29.8 85.0 SO rm 4 h 802 44 39 0.300 6.0 Ox 0 VIFX 10.1 70.0 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st2 Peak AV 602 477 0.197 563 14.0 0 x 0 VinlFlx st1 Peak AVF 233 289 0.209 654 9.0 0 x 0 VinlFlx 2017-Dec-02 08:31:00 V.+ wrightsoft' Right -Suite® Universal 2017 17.0.23 RSU23828 Page 1 H iV11...rveLargoAGR\Lot137kensirigtonReserveLargoAGR:rup Calc = MJ8 House faces: E Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR, Veloc fpm) Diam' in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx k r wrightsoft* Right -Suite® Universal 2017 17.0.23 RSU23828 M...rveLargoAGR\Lotl37KensingtonReserveLargoAGR,rup Calc — MJ8 House faces, E 2017-Dec-02 08:31:00 Page 2 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 P405 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) EnergyGauge® - USRCSB v5.1 12/2/2017 8:37:53 AM i Page 1 of 1 GREAT ROOM a-r ctn o 16'xl2' f1w15c5d 1 5 14x14x lw d 4 8' ® 8. 5 L -- -- J PAe bath duct d Qa• ` roof Cap 130 14KITCHIMx8 iwcd f an w atone 696RNB e --- -- O Foyn -- -- - O ----------- O 6 aTransfer ducts/ grilles sized In compliance with Florida Residential a Building Code - M1602.4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted 1 inch undercut on doors to habitable rooms, s a' 2 CAR GARAGE 81-w• ari iw'-r x T-r arfl M 42X42 A/ C SLAB BY BLDR MIN 2' FROM WALL A/C A Builder will need to provide a/ c duct chase noel-dl ® s-aa 1815 Iwcd ` p I I OWNER'S S= V OWNER'S HATH4 4- 50 w-oan I 1 10x6Iwcd I 5' I 8x4Iwc 14' S 18x18 rag 5 4' 11W SEAT 2Vr A]11 we 14x8 iwcd 200 8' BEDROOM 4 tiA B0 80 k 11 $3 20x6 wall rag IV-er 45 ki S x4 lwc% 0 6' 65 lOx6 BEDRO iwcd M 2 w-d cY.a a'-z 20 r-. as r 8x4 Iwcd 1 LLf 20x6 wal rag w'-e ctn TET'P BCfd96 20x6 wall rag 7' 130 BEDROOM 8 I A j,, e'-V I a a 12x6 iwcd CM I I 25 rl, 3F ft6 1 8x4IwcdTBP3.0 TON W/8KW @240V 1PH 18x13 plen platform by bldr scale - 1/ 8'=1'0' 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. 3" bath duct to roof cap w/fan Nutone 696RNB 4' dryer duct to roof cap w/dryer vent box 3" bath duct to roof cap w/fan Nutone 696RNB Rating LILI w 0 W Ld 0 Ln 0 lD O o z Z O) 0 In Q L r" z Ov LL- dMW YJ-- A z r-,LL- z O N m w z Q o f— m W I— z Q m J IL O =) J V) Q 0 Of C GREAT BOOM r-s• as 16'x12' 155 1 5 14x8 lwcd 14x lw d 4' B. ® B' a r' 5 L-- -- Jcl e' bath duct roof cap 130 14x8 Iwcd fan 4 25 rcia u 4 laUU tone 696RNB r..r FOYER r Transfer ducts/grilles sized In compliance with Florida Residential a Building Code - M1602.4 Balanced Return Air, exceptions 1-3. Builder must provide unrestricted 1 Inch undercut on doors to habitable rooms. 2 CAR GARAGE r-r Mal I I e a`. I ------ ---- O - . R: 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL A/C A Builder will need to provide a/c duct chase 7cL& 4- 6481x5Iwcd 1 IMOWNEROWNER'S BATH a 4' S0 s o cLa 1 10x6 Iwcd 15' 18x4 lwc 14' S 18x18 rag 5 4' N'.EEAt 1 AFF. we 14x8 Iwcd 200 AS 8' BRDROOM 4 i14v Mal 80 65 0 10x6 Iwcd BEDRO M 2 IV- '• o• r- a as z• A• I.C. 20x6 wal rag e'- O' 4a 96J1-bH TEMP 1 1 i1 1 8x4 Iwcd 3. 0 TON W/BKW @240V 1PH 18x13 plen platform by bldr scale 1/8'=1'0' 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, wall rag 45 20 r `• 8x4 Iwcd 20x6 wall rag 7, 130 BEDROOM 5 u'. o'wr-v 12x6 Iwcd °' r' cla L 365FEM f9G t@'P 3" bath duct to roof cap w/ fan Nutone 696RNB 4' dryer duct to roof cap w/ dryer vent box 3" bath duct to roof cap w/ fan Nutone 696RNB Rating v s 0 C' s M N o v V S N m Z O U) LV W Ctl o LLJ LJLJ 0 LLJ 0 Ld z I O O CU Z 0) V) Lr-) Q L r-, z u LL. dMW Q! J N/ r-" LL- z O N m w J Q H m z Q D m J n O ::) i cf) Q o Of C) R ytqpj A""e:-f RECORD COPY TD n) -fL43 lJ I V IS / o n1 bAll"IJ4-v-e' SCIHZ-/hWDZ PUG awv Advantage Plumbing, Inc zJa rw Lid U Signature ._ L Vv - A 18- 58y q F pFtD OFPARA i OeDESCRIPTION AS FURNISHED: Lot 137, KENSINGTON ,RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. $P V5 - 559 PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. ZONINTRACT POND 0 Ok to construct single family homeRECORDCOPYwithsetbacksandimperviousarea shown on plan. 2G. 5 "1' 1"P. c VaricL"a G e(Nec oIn 3 t9'116 N 00019 09 W Lard )o \J% - A, C 60.00' 4. rA co O O C D=90°00'00" R=25.00' L=39.27' C=35.36' CB=N 44040'51 " E i LOT 137 I 41.80' I 2150' 0 Iz I I o 30.0' 14.0' LANAI I ro PROPOSED MODEL T LARGO VS1 - A I GARAGE RIGHT I I ENTRY 31.80' 7.50' 2f.50' 6.7 i v o I I 21.3' J 3 16' DRIVE 25.20' 25.20' 10, UTIL. 4 4' CONC WALK N 00019'09" W 35.00' N 7.50' LOT 136 CR.A XEY D 0 TV.N L 0OP 40 ' R/W) PRIVATE ROAD) PROPOSED FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY BUILDING SETBACKS: AS FURNISHED PER DRAINAGE PLANS PLOT PLAN FRONT = 25 AREA CALCULATIONS REAR = 20' f= PROPOSED DRAINAGE FLOW GYAO LOT GRADING TYPE A IMPERVIOUS COVERAGE = 1,993t SQUARE FEET OR 29.5X SIDE = 5' FOR 40' LOTS LOT CONTAINS 6,7661 SQUARE FEET SIDE = 7.5' FOR 60' LOTSQ05 PROPOSED FINISH FLOOR PER PLANS = 29.7' Q 0 LIVING AREA CONTAINS 1,353.t SQUARE FEET SIDE = 10' FOR 75' LOTS CONC/LANAI/PORCH CONTAINS 640E SQUARE FEET SIDE STREET = 25' i CRUSEiVAf 'Y7'R-SCOTT 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 F • FIELD TYP. • TYPICAL NOTES; IP. •IRON PIPE PRL. • POINT OF REVERSE CURVATURE IRON 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 ET • RADIALC.H CONCRETE MONUMENTC PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 47ZO27, FLORIDA STATUES NJt. SET I.R. . 1/2' I.R. •/KL8 4596 NF. MOM -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERED W.P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.0.8. • POINT OF BEGINNING CALL. CALCULATED P.O.C. POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N • CENTERLINE B.S • FINISHED FLOOR ELEVATION HAIL L DISK BUILDING SETBACK LINE S. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. ONR/V RIGHT-OF-WAY BH. •BENCHMARKR/ 6. DIMENSIONS SHOWN FOR INC LOCATION OF IMPROVEMENTS HEREON SHOULD NOT 8E USED 70 RECONSTRUCT BOUNDARY LINES. ESMT. •EASEMENT 89. BASE BEARING 7. BEARINGS. ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. DRAINAGE B. ELEVATIONS, IF SHOWN, ARE 64SEO ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. r UTIL CHAINCLFUTILITYLINK FENCC 9. CERTIFICATE OF AUTNOR17ATiON No. 4596. WD.FC. • WOOD FENCE C/B • CONCRETE BLOCK SOALE 1-- 1. 2O'— DRAWN BY: ••• P,C. •POINT OF CURVATURE ' P.T. •POINT DF TANGENCY DATE ORDER No. DESC. •DESCRIPTION CERTIFIED BY: _-_...._._.---....... R • RADIUS PLOT PLAN 11-22-2017 5188-17 L • ARC LENGTH D • DELTA REVISED PLOT PLAN 03-13-18 1478-16 C •CHORD ( C.B. • CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT UE WITHIN--------.---V.'-- - THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' M X. GRABEN ER. R.L.. k4l ZONE X' MAP If 12117CO09OF (09-28-07) JA SC017,. .L.S 4801 CITY OF Ski4FORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT March 19, 2018 Attn: Tracy McDonald 4307 Vineland Road, Suite H-20 Orlando, Florida 32811 Via Email: trmcdona@nvrinc.com RE: De minimus Variance, BP# 18-589 3701 Crawley Down Loop (Lot 137) Tax Parcel Number: 17-20-31-5VC-0000-1370 Dear Ms. McDonald: This department is in receipt of your Application for a Variance to decrease the minimum required front (side street) yard setback from 25'-0" to 22'-6" for a single family home proposed in the Kensington Reserve subdivision. Upon review, the request has been determined to be 15% or less of the required dimension and is therefore considered to be a de minimis variance meeting the following criteria: Special conditions and circumstances exist which are peculiar to the land, structure or building involved and which are not applicable to other lands, structures or buildings in the same district. The literal interpretation of the provisions of the land development regulations would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of the land development regulations. The special conditions and circumstances do not result from the actions of the applicant. Granting the variance will not confer on the applicant any special privilege that is denied by the land development regulations to other lands, structures, or buildings in the same district. The reasons set forth in the application justify granting the variance, and that the variance is the minimum variance that will make possible the reasonable use of the land, building, or structure. The granting of the variance will be in harmony with the general purpose and intent of the land development regulations and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare. Your request to decrease the required side street (front) setback from 25'-0" to 22'-6" along Swinstead Drive is hereby approved. This approval in no way overrules or relieves the owner from compliance with any conditions associated with prior approvals. Be on notice that appeals of the above decision may be made to the City Commission by any person aggrieved or by any officer, board or agency of the City including the City Commission within thirty (30) calendar days of the Administrative Official's action. The applicant shall be required to withhold all action on the property until the 31 st day past the date noted above. If you have any questions, please contact this office. Respectfully, CI OF SANFORD Sa reena Colbert Planner Jeff Triplett Art Woodruff Velma H. Williams Patrick Austin Patty Mahany Norton N. Bonaparte, Jr. Mayor District 1 District 2 District 3 District 4 City Manager City Hall, 2nd Floor • 300 North Park Avenue • Sanford, FL 32771-1244 • PO Box 1788 • Sanford, FL 32772-1788 p.407.688.5140 • f.407.688.5141 • sanfordfl.gov 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING 11 BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE 0 w COUNTY: SEMINOLE LOT/BLK/MODEL: LOT:137 / MODEL:LARGO V1 / ELEV:A / GAR R JOB#: 70394 MASTER#: WRCLG1AL OPTIONS: LANAI q Site Information: Customer Info: RYAN HOMES Project Name: Lot/Block: Model: LARGO v1 "A" Address: Subdivision: City: County: VARIES 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 150 MPH Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes -91 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 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0211861 A01 1/8/18 13 A0211873 CJ3 1/8/18 25 A0211885 FL05 1/8/18 2 A0211862 A02 1/8/18 14 A0211874 CJ4 1/8/18 26 A0211886 FL06G 118118 3 A0211863 A03 1l8/18 15 A0211875 CJ5 118/18 27 A0211887 FL07GE 118118 4 A0211864 A04 118/18 16 A0211876 E01 1/8/18 28 A0211888 FL08 118/18 5 A0211865 A05 1/8118 17 A0211877 F01 1/8/18 29 A0211889 FL09 1/8/18 6 A0211866 A06 118/18 18 A0211878 F02 1/8/18 30 A0211890 FL10 1/8/18 7 A0211867 B01 1/8/18 19 A0211879 FG01 1/8118 31 A0211891 FL11 1/8118 8 A0211868 B02 1/8118 20 A0211880 FG02 1/8118 32 A0211892 FL12GE 1/8/18 9 A0211869 B04 1/8/18 21 A0211881 FL01 1/8/18 33 1 A0211893 HJ2A 118/18 10 A0211870 CA 1/8/18 22 A0211882 FL02GE 118/18 34 A0211894 HJ3A 1/8/18 11 A0211871 CJ1A 1/8118 23 A0211883 FL03 118/18 35 A0211895 HA 1/8/18 12 A0211872 CJ2 1/8118 124 1 A0211884 FL04 1/8/18 36 A0211896 HJ7 118/18 Ine truss arawmgtsl reTerencea nave ueen prepeieu uy rvnrnn uiuuauica, nw. Ull— Illy No . r•••••• r• •.- -a.. ...__. ..-_ Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. :ettt811/Otp' 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, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(TDD[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 maybe part ofthe 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. Ti 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. 130083 m • ttr i Anthony T. T. Tombo, misdoa,mem P.E. SERIAL . # 36 BCA221000000 004C1287DF Pagel 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 WRCLG1AL No. Seal # Truss Name Date 37 A0211897 J2A 1/8/18 38 A0211898 J3A 1/8/18 39 A0211899 J6 1/8/18 40 A0211900 J7 1/8/18 41 A0211901 M7G 1/8/18 42 A0211902 VM3 1/8/18 43 A0211903 VM5 118/18 44 STDL01 STD. DETAIL 1/8/18 45 STDL02 STD. DETAIL 1/8/18 46 STDL03 STD. DETAIL 118/18 47 STDL04 STD. DETAIL 118/18 48 STDL05 STD. DETAIL 1/8/18 49 STDL06 STD. DETAIL 1/8/18 50 STDL07 STD. DETAIL 1/8/18 51 STDL08 STD. DETAIL 1/8/18 52 STDL09 STD. DETAIL 1/8/18 53 STDL10 STD. DETAIL 1/8/18 54 STDL11 STD. DETAIL 1/8/18 55 STDL12 STD. DETAIL 1/8/18 56 STDL13 STD. DETAIL 1/8/18 57 STDL14 STD. DETAIL 118/18 STDL15 STD. DETAIL 1/8/1815859iSTDL16STD. DETAIL 1/8/18 Page 2 of 2 Job Truss Truss Type QLY Ply RYAN HOMES / LARGO v1 A0211861 WRCLG1AL A01 Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:07 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zO Bnp-fxh6F71 fBgUOYaPydJkawfPnriiFbWEluvcgXHzxRz6 r1-0-Q 7-0-0 12-4-9 17-7-7 23-0-0 30-0-0 31-0-Q11V7-0-0 5-4-9 5-2-13 5-4-9 7-0-0 Dead LoadLoad Defl. = 5/16 in 13 27 28 1Z 29 30 11 31 " 32 33 a 4x10 = 2x4 II 3x8 = 5x10 MT20HS= 2x4 II 4x10 = 7-0-0 12-4-9 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 0.84 Vert(LL) 0.29 10-12 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) 0.58 10-12 624 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO W13 0.80 Horz(CT) 0.11 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS. Wind(LL) 0.35 10-12 999 240 Weight: 164 lb FT = 0 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 249410-3-8 (min. 0-2-1) 7 = 2494/0-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 9) Max Uplift 2 = 893(LC 4) 7 = 893(LC 5) Max Grav 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5140/1869, 3-20=-6367/2382, 20-21=-6367/2382, 4-21=-6367/2382, 4-22=-6367/2382, 22-23=-6367/2382, 23-24=-6367/2382, 5-24=-6367/2382, 5-25=-6390/2392, 25-26=-6390/2392, 6-26=-6390/2392,6-7=-5136/1867 BOT CHORD 2-13=-1633/4652, 13-27=-1630/4668, 27-28=-1630/4668, 12-28=-1630/4668, 12-29=-2276/6390, 29-30=-2276/6390, 11-30=-2276/6390, 11-31=-2276/6390, 10-31=-2276/6390, 10-32=-1635/4664, 32-33=-1635/4664,9-33=-1635/4664, 7-9=-1638/4648 BOT CHORD 2-13=-1633/4652, 13-27=-1630/4668, 27-28=-1630/4668, 12-28=-1630/4668, 12-29=-2276/6390, 29-30=-2276/6390, 11-30=-2276/6390, 11-31=-2276/6390, 10-31=-2276/6390, 10-32=-1635/4664, 32-33=-1635/4664,9-33=-1635/4664, 7-9=-1638/4648 WEBS 3-13=0/504,3-12=-738/2061, 4-12=-690/480, 5-10=-700/478, 6-10=-753/2092, 6-9=0/494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=893, 7=893. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 269 lb up at 7-0-0, 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 11-0-12 123 lb down and 143 lb. up at 13-0-12, 123 lb down and 143 lb up at 15-0-0, 123 lb down and 143 lb up at 16-11-4, 123 lb down and 143 lb up at 18-11-4, and 123 lb down and 143 lb up at 20-11-4, and 240 lb down and 269 lb up at 23-0-0 on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 Ito down at 15-0-0, 88 lb down at 16-11-4, 88 lb down at 18-11-4, and 88 lb down at 20-11-4, and 365 lb down and 119,lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-193(F) 6=-193(F) 13=-365(F) 9=-365(F) 20=-123(F) 21=-123(F) 22=-123(F) 23=-123(F) 24=-123(F) 25=-123(F) 26=-123(F) 27=-70(F) 28=-70(F) 29=-70(F) 30=-70(F) 31=-70(F) 32=-70(F) 33=-70(F) penieq-Flnuf1lF rete.>t B¢ ll ttJ 'EESc;'k.:4'",. fiEk3kt t;EkS 6::7AWII IS:JS'DMiE6f=Y;1(EEF 6iEBiM:#1' Porn. rnlry k ge Ndns m rnl ars a":us Lns &sip Anriy;I; ed tle tehey 1. forte lE.l i.Idcn;r iYee! Edre re. Eekss eln iu suJd nGe IED,uIr NiEettsmzzla tkhs;kelik tst+ oenk at E,:in:,mu+[y e.; ip;nDt Gl x nmrrD. epe mmrc epc. do tm--nie D .pa:tllMPo kl updmes a kp kdniklDE it eu wi c kge rcns, feaq loin rd Anthony T. TDmbo 111, P.E. d+s dtE ,sssbnt E.Y t, lk t W64kn0 _&D udM epCxlk lwlMe D-se,nx entrrdti q'llr l!(ni( Iml Iliyeek W7Y 1. Ikype Idf a "egfi'w e'tlr i. s; Podeliy kttslw Izp sNl elfin kul sat ktlrt iMiryd 480083 tla Ee limEDni [eea mr kflnte - dPoIk1DG e[! pu5re Ip-'Intsdtkk m[wpr Iidelr;derzdisa7[fOtsiti,ktkip NSGA re Deft tlx Em dpN iPI-I'gtrs Ue.sstnsdilaim mtAdiesd 2la., z er;,sess 8cs p:yeen nil ss N.rsNadnd. mess 4451 St. Lucie Blvd. etlt.na ufmdN aiaMal epmt in te'. i1+g lr dl paaH nrelv4. ikta,. Des'p Gr'aais E.7Mkagiq Besipn. L'av Hen. Fepe e'wbi1Po#. ;JI.etAdeN ba, me is -0¢finl kk'lrl. Fort Pierce, FL 34946 opyrigdt:a 7pl4 R-I[^_aibrtns AA nyi.lombellO.E. RepEaev4ian;l Sdis doromeaf, in eny form, itprokiEitzi Wifiaunhe written permission Elam A-1 iaai 6rsses ket6aay Llumbo ill; i'.I. Job Truss Truss Type Qty Ply RYAN HOMES /LARGO vl A0211862 WRCLG1AL A02 Hip 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:08 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-77FUTT21yzcFAk_8AOFpSsx?b6zOK44v7ZM04jzxRz5 r1-0-Q 9-0-0 15-0-0 21-0-0 30-0-0 1-0-0 9-0-0 6-0-0 6-0-0 9-0-0 4x6 = 3x4 = 4x6 = Dead Load Defl. = 3/16 in 3x4 = 4x6 = 3x4 = 3x6 113x6II 10-2-1 19-9-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0,17 12-15 999 3611 TCDL 10.0 Lumber DOL 125 BC 0.96 Vert(CT) 0.3812-15 946 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.20 12-15 999 240 LUMBER - TOP CHORD 2x4 SP M 30 *Except` T2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 74(LC 12) Max Uplift 2 = 357(LC 8) 8 = 357(LC 9) Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/0, 3-4=-2125/1421, 4-5=-1992/1451, 5-6=-1992/1450, 6-7=-2125/1421, 7-8=-950/0 BOT CHORD 2-12=-1101/1872, 11-12=-1336/2204, 10-11=-1336/2204, 8-10=-1104/1872 WEBS 4-12=-104/469, 5-12=-404/271, 5-10=-404/271. 6-10=-104/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20. ipsf 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 100 lb uplift at joint(s) except (jt=lb) 2=357, 8=357. LOAD CASE(S) Standard 30-0-0 PLATES GRIP MT20 244/190 Weight: 129 lb FT = 0 xxael rl at mmdy,eM. ne'E l mr ta; ;'s r, slta Ef itus a, vole n f s'awretar-r ur-s:feker n!e, r a a:iP ra a-.m: as •KE,Q2t n: rrr:, s•i1r E..t gin;; a na amrt r,k r:.':.Ide ,, trtndr.st coat, t.ix rent «, e t.rElr sxt.aawdar :sdlue rna.ceok dd aaatrr;,asfq I,mgfrEhe+ n eaame ID apnan a:rpea dMFM lnleay !q-ne;artxEayedr..suyaF t sa sraa ry.rdea ml. rva yr ,,;, I d En .,:sma:aa Anthony T. Tombo III, P.E. W.udh.. ss4:mkakr ne i sixlaidneE. eaE Ma'ayM !n Wmiap a-sn,u3r udeYdn 11 na 14{ the lmd m-N arkeEFr,€Thx .Idf (aar.aq fieN ni. s. irdetiyR day 1 gu.Wxan a+En' s4a kna <pnidln?d BPi083 nriallelaped(rnrg AqM :MUNIEG ENsta a lr Ne delddy( tdandudm ttSptlaktll fTA eed Nxpsdglc-1%.lfisnsyrublmes lwesdklss a..eessaryasaeraElrzsstaadanuWes: 4451St.LueieMy& rdnwrs. a i) a irMMrgaeeryn r w!Rk lr M ga!gn IndnN lie ira. &S.YF fxd'aw is P Ftk p+Niy 0esigve, x L.m.Mes frtaee: a en B+:Iliy. Sq raddeN n2. ne as t¢arN a. TI.1. t fort Pierce, FL 34946 gapandurdnn-if this docusn"t,in any form, is prnhMed without the mi%eft permission frea 4-1 bed Twies- dnthony L tomb. ill FL, Job Truss Truss Type Qty Ply HOMES / LARGO V1 A0211863 WRCLG1AL A03 Hip 2 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.420 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:09 2018 Page 1 ID:hA3xRN7kHBGY_sQsevney2zOBnp-bJptgo3wjHk6ouZLkkm2?4U8SWPf3YT2MD5xc9zxRz4 1-0-0 5-7-14 11-0-0 19-0-0 24-4-2 30-0-0 41-0-Q 1-0-0 5-7-14 5-4-1 8-0-0 5-4-1 5-7-14 ' 1 - 0 4x4 = 4x8 = Dead Load Defl. = 1/8 in 0C 13 II 4x6 II 3x8 = 3x6 = 3x4 = 4x6 II 11-0-0 19-0-0 30-0-0 J r 11-0-0 8-0-0 11-0-0 Plate Offsets (X Y)— [2:Edge 0-0-0] [5:0-2-4 0-2-8] [6:0-5-0 0-2-0] [9:Edge 0-0-0] 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 0.77 Vert(LL) -0.22 11-20 >999. 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.46 11-20 >788 240 BCLL 0.0 * Rep Stress Incr YES WB 0.24 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Wind(LL) 0.19 11-13 >999 240 Weight: 145 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 126010-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 89(LC 13) Max Uplift 2 = 339(LC 12) 9 = 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-1207/130, 3-4=-2239/1628, 4-5=-1932/1362, 5-6=-1739/1343, 6-7=-1932/1362, 7-8=-2239/1628, 8-9=-1208/129 BOT CHORD 2-13=-1341/2009,12-13=-963/1739, 11 -1 2=-963/1739, 9-11 =-1 348/2009 WEBS. 4-13=-322/427, 5-13=-81/417, 6-11=-82/417. 7-11=-322/427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=339, 9=339. LOAD CASE(S) Standard k16::)AUIfI.:qS:tlS'hF.. 1w..5zr.Edxe rsa [1f:t lmais<^zlelnke BB. alt fUlakcasplexs shllkeeE[?oonkrda. [:eTrM. wrtga, :.,<.K;ehr[Fyw•,m.xlnser r4,;gre:unmxe>mmrane ryrh:d+o!ery,,:,•igre:nandh krihksi dtlx.;h e trn; kgtmdaAeTo6alr.uenTnl.r nye s.empM,, k,g:edcim:.;;ia[[eanm Anthony T. Tombo III, P.E. M es.d k' ni. enr kiakry i Imp O 9x Give• oiwi re gwend 1mHne gig als open dti N,@e lY Ihhxel 1liged=ai Fr-1 Tha Idhe NO ep frN d8 F ss; adrE gFailm I ni dear. ek_'.sia?"! Ike lee410d = 60063 he BxiBgaipareu(eoh l.laM ssd rd'ap Foc eN McFake. IP:eWsdlkkldmr[vyaeel SErh Mu hvn xscilGrkee r"wa )GA re rd lix i dpaf e. llFlaibn tl<rtgeasi6a'ies ufbiksdlk7c,,U sr,!iess R.ge;y:neeeilnss ds ir;Mri. Ness 4451 St. Lucie Blvd. ek— wmdNa[xmmep .wx r?urm!y.1 ylm-mho Ih Ta,s Besw hr- is rT fh 1,41.4 D"'Pm_ Wry 4mm[e1nFs..ur w3h,-41tgderi:ei*s men d6aM '"n I. Fort Pierce, FL 34946 epyright 741b A -I RaalLasus Ae[hoay i. iamho 4l; F.t. Rsasadurinna[this daumeat,i—yhwi,FmhibW c1hounh*writlen Fermissiaa Gnn A Reaf Tresses- Amboyl. Tamha 111; F.E. Job Truss Truss Type QtY PiY RYAN HOMES / LARGO v1 WRCLG1AL A04 Hip 2 1 A0211864 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:10 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-4VMFu84YUbszP27XIRHHXHI Fiwflo?XBatrU8bzxRz3 1-0- 6-5-13 13-0-0 17-0-0 23-6-3 30-0-0 1-0- 1-0- 6-5-13 6-6-3 4-0-0 6-6-3 6-5-13 -0- 5 4x6 11 4x6 I/ Dead Load Defl. = 3/16 in 4x6 II 3x4 = 4x6 = 3x4 = 4x6 II 30-0-0 Plate Offsets (X,Y)— [2:0-3-15,0-0-4] [5:0-3-1 Edge] [6:0-3-1 Edge] [9:0-3-15 0-0-4] LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.45 13-16 >799 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.60 11-13 >596 240 13CLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.31 13 >999 240 Weight: 133 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1260/0-3-8 (min.0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 104(LC 13) Max Uplift 2 = 358(LC 12) 9 = 358(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/170, 3-4=-2249/1650, 4-5=-1926/1395, 5-6=-1532/1289, 6-7=-1926/1395, 7-8=-2249/1649, 8-9=-1078/170 BOT CHORD 2-13=-1359/2017, 13-22=-845/1532, 12-22=-845/1532,12-23=-845/1532, 11-23=-845/1532, 9-11=-1365/2017 WEBS 4-13=-465/531, 5-13=-223/498, 6-11=-222/498, 7-11=-465/531 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=358, 9=358. LOAD CASE(S) Standard M ;uq ihn.M mn}I w. AITOi ES!'Va I ER3F1 f'WSi JADIlI !"i JS OM'rb`rY'S!NN AtEPaU }ri .}ailpce'pM #red f hFssDe;W mt'Rk;Wge!!qup 1. tw.k 1P K W wth* GW dl'Is! 5¢W. Ile 12, ul} i}1 ae ax, Idiks to 'De! d,le i n.:a: Eq } dq Fy'mre m %n en mwe}e>Y +reef eh' I I v e likes fr'k tiydtsc u}iti s}aH !IDD rp aeninl. t,!i 4't letsvw mRY Anthony T. Tombo III, P.E. Mn!Jk leidx ke } - im d9rtD hxU Alan . II &.dnw D•s-ma,n3e urkrdM m'tl pelik NW'.:Ibq * !n-k ik ip Idfi rDD tagfilN dd F. rs;trMinyksttirk Wm _Nl.ehmnl ha Ad1 Ne }[esneh.d 08? Me Si i1®}D ger kai:.;ta eqM rMrtM. iDC IMx }rtsl ali D dikkary[rpreesl Sdctr id!r W'sSSp}r1 Eq. t' 101 de fix }a d}!il 1P}IeRas M!nynuLinesMbaiesdltl,.o•>:,rees 6e. ip;a}rsa at lnss Y.ade.laer nqs: 445I St. Lucie Blvd. 41 rikrxis Wmdhe.!drM!g }ek w.tkee l}d}o Ienhd in?I,,, Der et Fgisea is r-rme knlircr 0!s1}pn 7 r:hs Eyx v gpi!'w}. dl;ryed Isar, ee es 9di!e1'm'tl-I. Fort Pierce, FL 34 46 Opynght07016A IAnt lln ss-Anihonyilmin ll.i'.ERglwnimdthis document, in ony WM,s psohibitedxAwl she w itten Peemi"wIInm AI taathrues-Anthony i.lcm±o'.tl: p.F. Job Truss Truss Type Qty Ply RYAN HOMES / LARGO V1 A0211865 WRCLG1AL A05 Common 5 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:10 2018 Page 1 ID:hA3xRN7kH8GY sOsevncy2zOBnp-4VMFu84YUbszP27XIRHHXH11gwfBovgBatrU8bzxRz3 1-0-p 8-0-0 15-0-0 22-0-1 30-0-0 31-0-pOO8-0-0 7-0-1 7-0-1 8-0-0 0- 5 4.6 II 5.00 12 4x6 3x4 = 10-0-15 19-11-1 30-0-0 10-0-15 9-10-2 10-0-15 Plate Offsets (X,Y)— [2:Edge 0-0-Oj,[10:Edge 0-0-01 4x6 II Dead Load Defl. = 1/4 in 1R 0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.43 12-14 841 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.68 12-14 533 240 BCLL 0.0 ' Rep Stress Incr YES WB . 0.62 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.18 12-14 999 240 Weight: 137 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1260/0-3-8 (min.0-1-8) 10 = 1260/0-3-8 (min.0-1-8) Max Horz 2 = 118(LC 12) Max Uplift 2 = 374(LC 12) 10 = 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/109, 3-4=-2207/1601, 4-5=-1996/1528, 5-6=-1909/1552, 6-7=-1909/1552, 7-8=-1996/1528, 8-9=-2207/1601,9-10=-944/109 BOTCHORD 2-14=-1295/1966,14-23=-737/1363, 13-23=-737/1363, 13-24=-737/1363, 12-24=-737/1363,10-12=-1299/1966 WEBS 6-12=-471/701, 8-12=-425/553, 6-14=-471 /701. 4-14=-425/554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 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 100 lb uplift at joint(s) except (jt=lb) 2=374, 10=374. LOAD CASE(S) Standard Ua FlnsaR«t lt reran Re`Altg"'IBSS S S.t[',ZC3FE IN?t56:71MR a5:dS'nd PIBPj';i[RE:A?fBEYEdI'ba_fee'dt twig txesdnst«•«I«zs«ads hers Bede Brtwbt(If9; ad tle ieR«'(i. trek B,t Idca r5'!lekr _Eel udkn'tse r.9H «tlxE,«le - tliiesa«cardness lk ry 5s'BCkkedi Asttra,Bnz Ey .pakE ky .R wl««si[t; rgre;sns««:qhx drts irat:swd «51 gn;«nl7n it 3h ksytdWsutk It «elBd It «in iH 1. iz«sp- EBixs, lmise.sddiers :whY:or Anthony T. Tombo 111, P.E. W eudk spa qrt t.iN+q ke ptsii lfi dRs6 .naC ekr «tna' R 4iidatB g kRr udet dfN Q'. tle xtde k I' !ky <+k tel7t 1. Bs ep. d .R IBB «E to fled R I. .s; rctl..i y kedq I ep mld B««ik :u im kBu .pe"-liryd _ 80083 Ht 4Iluta pu«i ttaetd« AB «1e sd ed u"t 1d4, re - d"Bts dtv hftdq(w . )W, ldn fiu xUllekG'kth IF. dSO e!d t*B' altEit IKI&-k."ftsWrks«t Oaks d lkl'.,0.4'«a. ;ins kepcgx««d I.-M«4nl«n, etkss 4451 St. Lucie Blvd. tden •«f ENtiWi«Igr«lgetb wd.m h, td tames nedrJ InI it Be- Eytlenis 10 A, k.Niq Beslpa_«Iran, SO. Eep«a>.en, kIInA UI t"aw—, nets tdited r MI, Fort Pierce, FL 34946 C.Pyright 2g16 4-I AsaiUsses - Arahony i. T.mh. ill-P.E. Re.p d.r1i. d this d--t, ia.ay loan, is PlAked without the wtiilen Pe+miesi.B Em« 6-1 I .f E vws- Artheay L Toni. ill; P,E. Job Truss Truss Type Qty Ply HOMES / LARGO v1 WRCLG1AL A06 Roof Special Girder 1 1 RYAN A0211866 Job Reference (optional) Al RooT I russes, Fort Fierce, FL 34946, deslgn(alaltruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:11 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-Yiwd5U4AFu_glCijs9oW4VZSZKODXIBLpXa2g2zxRz2 1-0- 6-5-8 10-8-0 14-4-0 18-6-4 23-0-0 25-2-15 30-0-0 1-0- 0- 6-5-8 4-2-9 3-8-0 4-2 4 4-5-12 2-2-15 4-9-1 1-0- 4x6 = 10-8-0 4x4 = 3x8 = 5x10 MT20HS= 3x8 = 6x6 = 18-6-4 23-0-0 Dead Load Defl. = 1/4 in 4x10 = 0 0 LOADING SPACING- 2-0-0 CS'_ DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0,29 11-12 999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) 0.57 11-12 633 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.34 11-12 999 240 Weight: 171 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 *Except* T3: 2x4 SP M 30, T4: 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 1835/0-3-8 (min. 0-1-8) 9 = 2787/0-3-8 (min. 0-2-5) Max Horz 2 = 86(LC 8) Max Uplift 2 =-558(LC 8) 9 =-984(LC 9) Max Grav 2 = 1835(LC 1) 9 = 2787(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3639/1124, 34=-3330/1071, 4-5=-3313/1058, 5-6=-6077/2128, 6-7=-6077/2128, 7-8=-5802/2069, 8-9=-5878/2089 BOT CHORD 2-14=-1012/3280,13-14=-1666/5344, 12-13=-1666/5344, 12-21=-1797/5418, 11-21=-1797/5418, 9-11=-1833/5318 WEBS 3-14=-325/297, 4-14=-692/2263, 5-14=-3079/1179, 5-12=-487/1043, WEBS 3-14=-325/297, 4-14=-692/2263, 5-14=-3079/1179,5-12=-487/1043, 6-12=-269/195, 7-12=-322/810, 7-11=-370/1293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=558, 9=984. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 269 lb up at 23-0-0 on top chord, and 1544 lb down and 543 lb up at 21-4-12, and 365 lb down and 119 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Standard Vert: 1-4=-60, 4-5=-60, 5-7=-60, 7-10=-60, 15-18=-20 Concentrated Loads (lb) Vert: 7=-1 93(B) 11 =-365(B) 21 =-1 544(B) x-Flees=MuxPlr reran Ae •!-I r9:: 'ran,::;;k l•:.a(6aA((:L'115::1%om.x:JS'oYj Wf nu&5:3:(@Su:Wr lern. RTr tF.q[6e endn.N•saot,x!rds Gen enlge 0rt.ror1'!od ne edMrl.lmk n:.r:.lr^_:n su+: telutrc Go-ss a'ka*Is<^kfNmdt I- ed( flir3a[ddrs kllResih.7 'CCtek df eselrns Umcv sT ie try ErPes q aaS i6v"ttPexdswagfix drue,<yalegia -r .r"m lkh ia"k hsia dtices IptNa MtUG Ir en tfll ix e<gtl a[•rms, 4N 1 Eta .dMim, rsedG ai litl. w FK 'r lilsddeb kC vRlav 'ePe q wlEiof D':ge.b 7e ud dhe tlC Ne to the w.el ailliq sek al R: t. theeme+d lee nBnE ay fieN h 7. s.'sdexay xNiiq; I P sNl dip erek "t t tla pniNiGd Anthony T. Tombo III, R.E. a 80083IkeSe'1Im70•'-rwe(eehrel . Alfed ssr eAalkl6C tle paCrc eNq Iw-s dtiefsder(eyxeel SCelri s qa ftSf iell'Fetl E='wQ>CM1 re rdn lfu grosd pit— iNleefixsne+espsu6lnes eN e:trcsdM lra„Ow*:.ass 6e.ge:+eeer m I nkaftwx, akss 4451 5t. Lucie Blvd. I.— W%dir e(anategeeoga9via¢ if Phs' d:N 1hT &' oq-is r_I8r 1"wq i1Pe+ 1 Me. 51m. afew trlt a""N da+, aea ddue/k.'nL Ztr9prrlgbFal1pI64-I IUOI(g35?S-Anh011rt 6m5 III,p.E. R4vIDCUtlI±0lr lhlSdO[tlOBRt.1p0Ay I4W sprodilited«i1GouChe wlinenpermullotlfron4lRualGtlds>c ArtGooy i. L•m±a itl; E'.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1 A0211867 WRCLG1AL B01 Hip Girder 1 1 Job Reference (optional) At Root Trusses, Fort Pierce, FL 34946, design(rDaltruss.com Hun: 8.121.1 S NOV 12 ZUl y Prim: 8.121LI S NOV 12 ZU1 / mi I eK inaus[rles, inc. Mon dan o 11:2U:12 Zu Its rage t I D:hA3xRN7kH8GY_sQsevncy2zO Bnp-OuU?Jg5oOC6hfLHwPsKlci6fajPaGuYU2BKbDUzxRz1 1-0-0 7-0-0 10-8-0 14-4-0 21-4-0 22 4-0 1-0-0 7-0-0 3-8-0 3-8-0 7-0-0 SvF Dead Load Defl. = 118 in SX8 11 1.5x4 11 5x8 = 1.50 11 5X8 11 10-8-0 7-0-0 7-0-0 Plate Offsets (X Y)— t2:0-4-3 Edge] t4:0-1-4 0-2-8J tb:0-1-4 0-2-8J 18:0-4-3 tdgeJ t11 :U-4-L1U-J-UI 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) -0.14 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.28 11-12 >921 240 BCLL 0.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Wind(LL) 0.17 10-11 >999 240 Weight: 100 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 `Except' T2: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. ( lb/size) 2 = 1761/0-3-8 (min. 0-1-8) 8 = 1761/0-3-8 (min. 0-1-8) Max Horz 2 = 59(LC 31) Max Uplift 2 = 651(LC 8) 8 = 651(LC 9) Max Grav 2 = 1761(LC 1) 8 = 1761(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2- 3=-1215/293, 3-4=-3341/1240, 4- 21=-3490/1352,5-21=-349011352, 5- 22=-3490/1352,6-22=-3490/1352, 6- 7=-3341/1240, 7-8=-1215/293 BOT CHORD 2- 12=-1086/2997,12-23=-1087/3014, 11- 23=-108713014, 11-24=-1046/3014, 10-24=-1046/3014,8-10=- 1046/2997 WEBS 4-12=-8/503, 4- 11=- 277/735, 5-11=-575/388, 6-11=- 277/735, 6-10=-8/503 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult= 150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL= 5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi= 0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2= 651, 8=651. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load( s) 240 lb down and 269 lb up at 7-0-0, 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 10-8-0, and 123 lb down and 143 lb up at 12-3-4, and 240 lb down and 269 lb up at 14-4-0 on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 10-8- 0, and 88 lb down at 12-3-4, and 365 lb down and 119 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads ( plf) Vert: 1-4=- 60, 4-6=- 60, 6-9=-60, 13-17=-20 Concentrated Loads (lb) Vert: 4=-193( B) 6=-1 93(B) 12=-365(B) 11 =-70(B) 5=-123(B) 10=-365(B) 21=-123(B) 22=-123(B) 23=-70(B) 24=-70(B) riq Flsu!t«re{lh re. Ne e AIt9;"/bSeS"Si.:9"r E63At IiL4SA[7kala bS:JS'94{'tUFr;A[ISOri,Eai4[krN:«. ledlt i pr«rrenrt sN:eN ens«^is mess aesipd,vq!It";wdlk ld4q 1. [tale b. F: Irkeae Sk«!d«e ne CeNss a xin;aktn Ce lM, ulr 4iFi. ra«,#r PNt,s:iil sekN4; spank rdt. Asehrs D!wf, .s ii,t.*S ob .",:O ;d""D,'".: ."r.,te,«,do,F,Oi:.iegiet,, t; e;-kf Nr m, lAnthony T. Tombo III, P.E. s dM1 ,s&mkddw d i si luldtaC keC ar 4F«' qN 4 &4mr ati8 N'F derd" R.tl I4 Ihl.d A'N gcNt«Em}. Ikegr«ddtk lDl EarfeN dtlt h s,lMeogkMl i q rt.tal el«,:eti h«gs9d kdx {mndfid 80083 0 u9ifiga «e(- M Aq «N sdtdatilaI4epMn (rxe.l' dY«. Ninq(aw« tSdrh Nu Ian H5411G ktl [ l;ra «e.A tt«g d iq«_I%I efiae tke esN.vs NlnesM6:tlesd Mxl „@ ,.iess Aei gai xe«ekl ss A!nsfi.lner, edess 445i St. Lucie Blvd. ea«rne «f NHe;w,«ey«e.[«., w r._y«F«t i«dna l«r,. ots:«[y isl:rms,.Niy or,tr.«1t9s,./:4rEq.. V."y lnoq. All Fort Pierce, FL 34946 CaFnigkF 7016AIRooi Uosszs Anthony i. fonba'IL F.F. Reakwiae of this dommooyi.wWin, is Frohi@iled wdhoolthe wdnen Fermissioe Iron A Root Inns- Arahoey f. lanbo ill: F.I. Job Truss Truss Type Qty Ply B02 Hip 1 1A0211868 ANHOMES/LARGOOWRCLG1AL Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017. MiTek Industries, Inc. Mon Jan 8 11:20:13 2018 Page 1 ID:hA3xRN7kH8GY sOsevncy2zOBnp-U42NWA6QnWEYGVs6zar_9wfrW7gv?M3eHr391wzxRz0 1-0-0, 6-5-7 9-0-0 10-8-0 12-4-0 14-10-9 21-4-0 1-0-0 6-5-7 2-6-8 1-8-0 1-8-0 2-6-8 6-5-8 3x4 = 1.5x4 11 3x4 = Dead Load Defl. = 3/16 in 3x6 11 5x8 = 3x6 11 Plate LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.19 11-14 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.40 11-14 642 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.02 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.10 11-14 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. lb/size) 10 = 852/Mechanical 2 = 915/0-3-8 (min. 0-1-8) Max Horz 2 = 83(LC 16) Max Uplift 10 = 231(LC 13) 2 = 261(LC 12) Max Grav 10 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-908/28, 3-4=-1415/1041, 4-5=-1171/866, 5-6=-1059/835, 6-7=-1059/835, 7-8=-1171/866, 8-9=-1419/1045, 9-10=-942/80 BOTCHORD 2-11 =-830/1251, 10-11 =-834/1256 WEBS 6-11=-293/522, 4-11=-267/343, 8-11=-273/348 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nondoncurrent 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 100 lb uplift at joint(s) except (jt=lb) 10=231, 2=261. . LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 93 lb FT = 0% W-4, wst a'sso.mk ft it R9Sx>NoEr, 'r876 U (Xi RIT,'A.'WgI'W'X:,Wgl'W., TO! kid pmmCsn mcw UMc ess!msrei* hb'"1 P: litaea We h,,r n" RNss eniw a 4,ertpit; ;Cv,.ttM 1GtPf trr MNii-W, 1 ,ksip egu t.p.c''§+rz rt rr. ae tGt mW>;w bsdr i•eP-4 apss N4'to neu w+xri -crAI re 14N 11 t78a4e .eea iA 1. .irA yr n,«%I mws.b q.aeexr h6'r t. dtn.xax,t AnthonyT. combo I.;, G.E. r ar mot' a;. tq m,ye .aa atsl kktaer.veoa;:n , attG83 Ys kabr yx ed (ulra@r 38 acr nsaat( r,w(aa-rssas 1pr DaHrc7 aairrsa.H#rlaa.m H,7 Fit s5! eSR.s sAa I.S%Idae: tP arms Rarespud§a!: au bk esfMt. cs xtig!r,Irr Casve bg ear at si.s, MmA tnx.ers z#nise#u¢rdae( axas x! i irel,raln++ahad.'telns7e >#wea. as tgarx;sh1 . . .,i451St,„(pBlvd. Fort Pierce, FL 34946 tapgrir#1 tYt 1Ut6A- 1 taof tresses-Aathaaat. tamEa ll', pi iaptaduaiaa ai lhisdatamaa>,is ay Lim,s pmhitidad .;tbaei lhariSe en pnmiss as tfom h-1 taof trassas-Anthaav i. ta¢bo IIE; P.F. Job Truss Truss Type Qty Ply A0211869 WRCLG1AL B04 Common 2 1 RYANHOMES/LARGOVII Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:13 2018 Page 1 ID:hA3xRN7kHBGY_sQsevncy2zOBnp-U42NWA6QnWEYGVs6zar 9wfvv7gv?MZeHr391wzxRzO 1- 0 -46-5-8 10-8-0 14-10-9 21-0 1-0-0 6-5-8 4-2-9 4-2-9 6-5-8 9 4x4 = Dead Load Defl. = 3116 in 3x6 11 5x8 = 3x6 4. LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.17 9-12 999 360 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) 0.36 9-12 720 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Wind(LL) 0.07 9-12 999 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8 = 852/Mechanical 2 = 915/0-3-8 (min. 0-1-8) Max Horz 2 = 95(LC 16) Max Uplift 8 = 245(LC 13) 2 = 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/52, 3-4=-1436/1081, 4-5=-1130/856, 5-6=-1131/857, 6-7=-1440/1084,7-8=-954/104 BOT CHORD 2-9=-869/1274, 8-9=-874/1280 WEBS 5-9=-401/606, 6-9=-376/449, 4-9=-369/443 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=245, 2=274. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 94 lb FT = 0% av3{.peeu;<rv g4{:crier tNe t,{_sltAhi_t,SEl;9;&R1d;:tM'2t 5NiJ.c[11k"t7!U'iE'[F.E06M'.%t"Mm_Pa Ms m ae-t vi ietl eek:a Ees;uu 4wA:pwW{IDLs; edk7 nti¢easfl:t..E+iattu4tEa kMe ns. toss; arsasu slstira?tU,ahp 4i;el:wttlN {Ites<waha.'iim 4e lBFak nrd 4, last k:ya;x{mm'.a..{xaAlrzra e a;xwrtRE mrn.mxe{4acekanspefrrIe«4a{.rp;,s::dn&eeftdad&r.it6gi.tu{lderu F wle<*eta t{n-'=.ttd4 nrsprcal, kn3. {.sins. sxhBw Antftny T. Tornbo Iii, F.E. ma: r ti 1 €au k 1 crag :am m . a a c«a amaraegaxoxtaet rya,nM x n a «a as a{;i ud,Ni. r a n lm ::u d4 s:b add k a m.am«a{kn {d s 80083 Ia e{ a ,-asei[rcsxca siaaaaesaa rB dsrrztas emltumtMRw4 eUm s2idN axm i(SPri4'++et yar54'ami#rtaihtmrds{sat pV r.'ues{+ietNt. Rs etit4ts meissslen,a,trosfibcg[<gr riFns Itm9aamtt, ins - 44515t. Luce Blv& i skaxlsrMnaine.yMgs+nws¢gt.a{m szesirN.')ei stB=s PFqu'; tl Jts Rxsb{ssum aF..aastemtzi reticr sn=.mz{.:+Wilsaef3ansascH_mfblP.€. Fort Pierce, FL 34946 EOPyil b€'2Dld A-1 f40{i3FSSt5-APIi)6[y l.lA P III, P.L 4podarRtR of this r1mm1,1ROny far*,,ii prokblttl-4wA,R611En PCiiris,tk fro.A—I Arst Imsts Anlb6xpi. it&}O III; P.E. Job Truss Truss Type QtY Ply RYAN HOMES / LARGO v1 WRCLG1AL CJ1 Corner Jack 10 1 A0211870 Job Reference (optional) At Root I russes, Fort fierce, FL 34946, design(da1 truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:14 2018 Page 1 I D: hA3xRN7kH8GY_sQsevney2zOBnp-yHcmj W 72YpMPufRIXHMDi7B8fXF7ksPnVVpiHNzxRz? 1-0-0 0-11-11 1-0-0 0-11-11 U6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) -0.00 5 999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOPCHORD 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 = 37(LC 9) Max Uplift 5 = 88(LC 8) 3 = 10(LC 1) 4 = 5(LC 1) Max Grav 5 = 150(LC 1) 3 = 12(LC 8) 4 = 11(LC 3) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. LOAD CASE(S) Standard Rwxiq-Fleeu lhirglh ade.. ne'A 119r,` ICS:4 S.I;>rnlAl IER436:Jk01n:.lS:R':OMi"tYf Ttt(r1":ift44:k('ian. lade asip yx,ans w,•nl Wesn^asr:rss 9evg geedg;IPs", mil lle lenw{I. f+xlr lY:, r:-IA^rn'f iaMEdre Geltts sfa iu x'tlelmne [A, nli sr:At aadn sdlkr tk t PCak d.tAsarrenO:sErm .. daaT t n n p adswrrelaaedn F a,iedap, dr pa:nikn «1 pdtlu ntk? IN]N n lm It .n1HL txa n atN 'rti in mE:m N.uNn Wr mn tdlAve n, p. A0,,1N ftne•,da G.W,sA Rer IN Solt De,", 1 dttsR tl I cit b:d dx ai rt'1 Ike Idf OW fi:N rn r.:::'dx Fwd 1 Anthony T. TOni60 III, P.E. rey m +. , m - I aiw « ue i n insiied{d - 80U83n,3rillga zr 'Lab,aa Abrzl -A 14epMimeNl:at 0n,kMe}[ayaxnSa'eblxekw7lSPitstrklht' WIC.1 —d—alim rpN:.i%-Iafiasnrnspu klmesnlAlvsdlkl-.,Aan: rcssBe,p,,aeaatl, M.mq:Wei e,hss enn+nsr«rmeen,,,,dm atr n, mr.--E{.1 rre, l,.drd. is r,.. oea:a <„lem E. d,r Enu .,ul, 445: St. Lucie Blvd. r9 i r Cy sis R.r ne H:Ny Prsitaa, t s:. pz q etlMhN erx, n.nadirN b'l41. Fort Pierce, FL 34946 CePy11911{v'eP1 tQtQ4-I bJOI IlY55?5-hllhOny{.7Nm5niII.P.E. BtNedUOf)F al this bument,immny farm n Prohibitedxihout the w,inenyermissiaafinm41Naa1 (Insses-Acthnnyi. i.mia II: P.E. Job Truss Truss Type Qry PIY RYAN vA02118717ESARGOl Al Roof Trusses, Fort Pierce, FL 34946, design(a)altruss.com kun: a.izu s Nov iz zu i r Prim: a. 20 s Nov i < <u i t rvx i en a iuuau ico, xtu. -' ,,a, o aye I D:hA3xRN7kH8GY_sQsevncy2zOB np-QTA8xs7hJ7UG WpOVS_tSELkKcxbWTJfxk9YFppzxRz_ 1-0-0 i 0-11-11 1-0-0 0-11-11 2x4 0-11-11 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 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Wind(LL) 0.00. 5 999 240 Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed 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 = 35(LC 8) Max Uplift 3 = 4(LC 12) 2 = 71(LC 8) 4 = 1 (LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 13(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard Wxeng nn:r tlx»dhreM.a ne'A IIO"ta', k-.Y" 6fRRAtII!!S6 14UIII as dS ON "rYir't!e6:A ELAN krk Irtileb-p pa dns uE. iw4 M Iesi& pArt bt;i[:";eN lk leOmtr lnlp It r tek: Sis'4eix . Ed dMtiu Nhl R I'®xlt aa:a .uox,n :xus ut t aCkk nt ct tre.,u a Eq wd t n xm rr. rrn:m nn;gen da E d m.ixiN tNyt_. ad N d ! pNd :kyk t a dxn 1U6 k e ml txa y a o-n,0aui dm da nr Anthony T. Tombo 111, P.E. xix dfr' ns.n en AAk ne P M04f . 0 ,Ra G—A sAwiqw.,k iwNwfO :ixa de+df 11deW NI""Nigd=M rift Ikgp 1 Oti, rU6xe xpfiN 1), ss, sd.dgW .1 prcNd xaF 'esia1 Yx np iiairyn 380083 _ Neva ll®a U•-ter nti [xa M Aa ds s. tnkN lUG !!h Ntfrca Ipulkn Nhe lnlircr(a tsdery>m oaa 7tStli lk,kit I'WSNd ern IPor}mdpN iPN eeaxslRe rtspstilnes xt niksN lkln..D:ias+:,,rts hi ,n:q:xnea lres. YmebJxn, nkss 4451 St. Lucie Blvd. dM* h. eef 9NaieenM tgeNgx:e'..eaek M7m'res4Med. le lras &sw Fq'nnisk ldr Wlliq Oesipn iras.4ms.Eq nCmlNiq. All.gndi.:i:na. nen Edml TIM Fort Pierce, FL 34046 apyii M Z 2016 4-I paaf Frasses- 4ntkony E. tamio ill:4.E. 4ntadaniar d this done.ant. in any farm, is prohibited wi3kwbe wrinen permissian hia A [nab UYss=t-4athany i. innho itl; P.E. Job Truss Truss Type Qtv Ply RYAN HOMES / LARGO v1 WRCLG1AL CJ2 Corner Jack 4 1 A0211872 Job Reference (optional) Al Moot Trusses, Fort fierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:15 2018 Page 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-QTA8xs7hJ7UG W pOV5_tSELkKixbMTJfxk9YFppzxRz_ 1-0-0 1-5-11 1-5-11 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 TIC 0.08 Vert(LL) 0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Wind(LL) 0.00 7 999 240 Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 3 = 25/Mechanical 4 = 13/Mechanical 2 = 139/0-3-8 (min. 0-1-8) Max Horz 2 = 43(LC 8) Max Uplift 3 = 15(LC 9) 4 = 13(LC 9) 2 = 109(LC 8) Max Grav 3 = 25(LC 1) 4 = 21(LC 3) 2 = 139(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DO L=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=109. LOAD CASE(S) Standard 8tniq-Flu. itn:egllr rerwa he't lrg:.jZW63Slns- E:JS?nMI-IoWr;I[Kv..AifaSdEprka.Riaf ksip w-mt,u:•ul witsuRa'c fnn Enip q['e'pq fR;; tniM I.nu}I. iesk 1;.1:.Itrt'ntSk»Edce r.. t4.kts dlnrin:atelnne t.g, ult ttm.tW dtk idlues fa 7<.a.'vk di. is ttrx ,g:s Egm- 1 hErrys?_tl eep,6; it=n.:.Nsna.gtm dnt put ind ufl y pe;WB:kk'nel -ged ke sigki luxxd n t¢d -n IHI tui p ep} lea'e} Icin rsE:m ne tEh 4. Wilk at qu is lmd**g bL s>km uqw Mims g 'ke udMdMnc,ne lq ul ukul -Yi .mmnll Anthony T. Torro80083 ttt, P.E. w - 'g A q ht p e1dfA iggm ut fitN nt i. s:-uGu EeriYp. lxgt ies4lxlim -M irt:i tle }u i9iryd = $U9$? n s3liaga a [em.:k uin d:r to dr*n« fir d I xu } a d hn du a nwplE kn r, eEta do / pasnpe _ ENI fi ne. gn lnnwan:sdn i .. o-ts H; e,s :y inn net ,. na wn,.ext 445' St. Lucie Blvd. enewnt tm¢1Ntixhxtgr tpenr runtl:dlpl Is>d.lkim.gush}aexiski kR•Ilig9etipa, 7 cleuEgm? dg3illlgSll.qadt9 a,uen9dnt/s'fli drigony 7 i3maa.16 p.E. &eataaunian i this dacamtat, in any farm, s prohilittd r-hauE Ede rrinen perm etmn hnn 4 l Aaai 6weszt - kmgaay i.l maa al: i'.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / LARGO vl A0211873 WRCLGIAL CJ3 Corner Jack 10 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com stun: 8.izu s Nov lz zui t Prim: 8.i zu s Nov A z zu l r MI I ex mousines, inu. Mull JGII o 1 1.40. to co to F.Y. I D:hA3xRN7kH8GY_sQsevncy2zOBnp-ufkW8C8J4Rc77zbheiOhnYGTKLwGCmu4zp IpLFzxRyz 1-0-0 2-11-11 1:20 2-11-11 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 0.22 Vert(LL) 0.00 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-5 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Wind(LL) 0.00 4-5 999 240 Weight: 11 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 194/0-3-8 (min. 0-1-8) 3 = 69/Mechanical 4 = 28/Mechanical Max Horz 5 = 69(LC 12) Max Uplift 5 = 72(LC 8) 3 = ti -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=-166/258 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard prick[-Fl n edhre n A110'"IDS S:'.P"fiEt3tFl C45fi JzmD AS DY'ILTI .iCF'E [Wd %rkl 44M'pp, m,su! ! t'1 ssb; DavIIN'Wit 111-1.1 kIii: Idnnr iRIMx Wlil e?a'.-wa nerD Ir dD± z camtda dekssidlMnatx7.DCnMedN a-ehe.s Dn arl.a,i..,.n;uhtrpoe,.n.;xxnr itl;:tPre.idsma:t{kb:dke IXae.saulaga e..rse,niin ra Da d,.,aane;i.d1 .,lerinM s.lMlxMr, uia inl. two gre. sM,, Ne!-r eM s,wm,!m Anthony T. Tombo Ill, P.E. do-. . s b: ms Polka'ks Psia llrydktD ,nr C.x anM-ngednn fnNusD n.kke rid rdn 11 ke lIX affMMl Ikel MomR't. @eW ddke IDDol orfiN dtl r ss_-uG.trcginilul. ryulydmwik.gsdkke ep.niJ:ry a 8008, IMe,WgD , gm,.tW.1. All We,#.d, IMMae *,r . Irr'.idke 91*hu rUM-1Sden lda Dm xSf idD,bt k! IF.W1SAA ee d Aix lad q+e . In l eerueske r"p- ., eM Me, d*R'ss Deskar7:1 ss lk.p;+ann utl pF«sngna. odes 4451 St. Lucie Blvd. ekn+nr. akwlh ritmategaeryn a'eakw h, al Prmes irtdvM. lrerra,s0eca.6;Ixarsl:ine l»Nkr Otdlra_er Anu.ydm Fyx r.nrk+:Ieq. Al arWr:t:n ,ae rs DdlM aTrl. Fort Pierce, EL 34946 Caprrigdv 10149- IRaoiUDs»s ArthoayE.Eamb.11[F.E. Re. ladmnixalthisdaemem,i—Vform, isplehililedxithounhewrittenpemlissianhemAIraoilrusa kra6oryLlamioill:P.E. Job Truss Truss Type Qty Ply RYAN HOMES/ LARGO vl WRCLG1AL CJ4 Corner Jack 4 1 A0211874 Job Reference (optional) luss.Wrn nun: &A20 s Nov 12 201 A Print: 6.120 s Nov 12 2017 MfTek Industries, Inc. Mon Jan 8 11:20:17 2018 Pagel ID:hA3xRN7kH8GY_sQsevncy2zOB np-Ns I uMX9xrkk_17AtCPvwJ mpeTkE4xD8DCT1 MtizxRyy1-0-0 3-5-11 2x4 = 0 3 4 3-2-7 LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 4-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MfTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installationguide._ REACTIONS. (lb/size) 3 = 83/Mechanical 4 = 44/Mechanical 2 = 205/0-3-8 (min. 0-1-8) Max Horz 2 = 71(LC 8) Max Uplift 3 = 54(LC 8) 4 = 36(LC 8) 2 = 145(LC 8) Max Grav 3 = 83(LC 1) 4 = 60(LC 3) 2 = 205(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except (jt=lb) 2=145. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 12 Ib FT = 0% Nara;. Fl enmaEl vn ix A -fro . tD< ^5 1 [k7A r.6m56 ICDID-lS JS Dk'WTY imC,R:FDdIWA. lrkr gt en 4a M ait4 !k l k<t dt.y!IR'md M6marl t kl.P' Ee!e: 5u>"6eicee kl m-a;•xkt Re r"B rH dUl.irtszdm Falls hdlk ndA 'kt DDkk dm Asti gsia Etµ . PG MEya: a aat R' qr. ats .rgRiatdR Fde ;a as pt adtr ta. Cx k'gsd tla:;nde 7st< k;r7b r IDFt Ir 1N I. ixk p Fra,leary tdmar hnM, Anthonyatadne. ,Fwem At F :1"4r«o etc A q.n n A.4,o >x,, ax, adtr d.A n K Nlast'7Nydtw MI ssm Pr ri o+a tuna felt ra r ss: ' mp-Almaae ha- kee ya,idlmd T. Tom III, P.E. A, Billp D< }m itedtalce AN ate r. wit Fro 169CMt por m Wp li.it At kiwi" ¢p. lSahli Ma eDti:112fl6.itt At Fa 1M dne dix}ord pdmx IN I of., At req., il-nt Aim d 4tl D:ipx, 111,N a 80083 tee, nr. afmdNt:aAm ae p;aSan ai l.<ts H.catt,'lnfl nies< 4451 St. Lucie 81A. eq ;aS I. dl pies anhN io<. tr k' EgaxisF rik kltiq Des:pe, i t, Mea. Et;me.darklliSil;gq 9. ae is ldixl u'fAl. Zt fo;night 24I4 A -I Boas Gmsszs-Amihonyi, lonDo ih P.F. Rerodots. of this duo—t, io ony form spmh;dltedwihmanhe mitten permission Ifnn A I Roof €roim Aoihooy i.Twito ll, P.F. Fort Pierce, FL 3404b Job Truss Truss Type Qty Ply A0211875 WRCLG1AL CJ5 Corner Jack 10 1 RYANHOMES/LARGCIO Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:18 2018 Page 1 I D: hA3x R N 7k H 8GY_sQsevncy2zOB n p-r2 rGZtAZc2sq N GI3m 7Q9szM kG 8YnggO NQ7 nwP8zxRyx 1-0-0 4-11-11 1-0-0 4-11-11 4x6 11 4-11-11 4-11-11 Plate Offsets (X Y)— [2:0-0-12 0-1-12] [5:0-0-0 0-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.02 4-5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.05 4-5 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MR Wind(LL) 0.04 4-5 >999 240 Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc 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 = 268/0-3-8 (min.0-1-8) 3 = 127/Mechanical 4 = 55/Mechanical Max Horz 5 = 109(LC 12) Max Uplift 5 = 77(LC 8) 3 = 98(LC 12) Max Grav 5 = 268(LC 1) 3 = 127(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-228/343 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard tPwMgne n«wdh 'an'bI1CC`7IF3^5 7r>fl3}IIFIA6 60fluliJiCYrOli#rECiifKLLflrpeirhtttgft,Ire.Imp d 40T. Ilk Mhy1,T kKVE.kk rel.Oet.,—elt"A..iae 1.6,rkw1r Mii: icwem. ylm::idl. Moe gC»k dl }setrrs gns Fgia ae:.oyfa sywwf T±,gw:rtlsweeepx Ane ppe w egna,igrry :non q; E.rr syane stpei awo-ew lvix h wi my fwwep wk.,, aw r.wasw eme>i:m Anthony T. Tombo III, P.E. we. eflw MwskWstn rrulmanrM,ewnr,.ne.,egekwulwx.yw rt.,nnt.wnantlx,atlnwnewa Ixgrewnirkyrinnroer.,rir dnerw,:wkuq,a.l.tpnmmw kw:gemkoe penrmd =80083 ag lmrw p. kmaw }owns eon 7ggeu rpMen +rkaen n kagtdp I ceq tr«tl ;xsgr4kkrkrwrsw tra r xgw.apw. tnl«n«:k.gwskm.,wrokca nn, wy«, msE:rye yn w uwm;Mel.wle,s 4451 St. Lucie Blvd. k r;«ac q .dyn+ w n. s y dl p• n, nrd,a im yr... m,:p Gyo .. r.y & wunggalp...iln,; snw h}nt. > ty k hq. A lgneL'd na..e w aen tr n. of i. Fort Pierce, EL 3494b oryrighl V 24166113.1fimn Whooyl.lob.110 , Rtamiunian oidisdocumeoy. in ony lsrm, is plohi68ed wnhonnbe wlinenrermissianho-wAIfaai irrtns Anhomy Limbs lll: F.I. Job Truss Truss Type Qty Ply RYAN HOMES / LARGO vl WRCLG1AL E01 Half Hip Girder 1 1 A0211876 Job Reference (optional) Ai r(ooT i russes, i-on: Pierce, r-t_ 34y4b, oeslgnLaltruss.com stun: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:18 2018 I D: hA3 x R N 7 kH8GY_sQsevncy2zOBn p-r2 rGZtAZc2sq N G13 m7Q9szMm U 8YEgarNQ 7 nwl 1-0-0 3-0-0 8-8-0 - - - 1 4x4 = 2x4 = 3-0-0 8-8-0 3-0-0 5-8-0 Plate Offsets (X,Y)— 14:0-1-12,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 5-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) 0.07 5-6 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 11 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight: 39 lb FT = 0%n 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 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 463/0-8-0 (min. 0-1-8) 11 = 376/0-3-0 (min. 0-1-8) Max Horz 2 = 69(LC 8) Max Uplift 2 = 297(LC 4) 11 = 259(LC 4) Max Grav 2 = 463(LC 1) 11 = 376(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-752/508, 3-12=-673/485, 12-13=-673/485, 4-13=-673/485 BOT CHORD 2-6=-478/665 WEBS 4-6=-345/457, 4-11=-429/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=297, 11=259. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 119 lb up at 3-0-0, and 39 lb down and 47 lb up at 5-0-12, and 39 lb down and 47 lb up at 7-0-12 on top chord, and 52 lb down and 110 lb up at 3-0-0, and 21 lb down and 45 lb up at 5-0-12, and 21 lb down and 45 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 5-8=-20 Concentrated Loads (lb) Vert: 3=-26(F) 6=41(F) 12=-11(F) 13=-11(F) 14=-17(F) 15=-17(F) r Vrniy Flasr,Mngll. re,w Erz iltA IISc k(1';>fgt341(WSF. lAAIA li:JSrOrI tUlr (DI O(AilLkr bx. le•urhp ro• irn Wag xht a'ks erns Ce F Art'y!I[5')wih rm rl I lru, P:-le m'r kasldx grl dk.ia,Ml C IAalr Ililasm FW,M wrs tm'k.Oguk dd dsrira, D--hpll4art [1ia+TM alw wirD' V mwx,@Ime dtk Mrx sxwleq a3 :.Prrsdikv Ix* ln6pd& salt in 1p,4An re IN Wit, W, IM L Tv a,p W klul M sdmdm f n"atd Anthony T. TOrr7b0 III, P.E. rNnedlhasMwrf.itlxr pe sprdxmr dheOwr•,k Cr.e% rAM-nrlxaaMMitiq D•.ga,'xoe wkd dn,M Ar IX Ikr knl iadgg rwF wlR S. Re PpnddM NOsl mr fi•d dtl I.ns.vatq kNHq kryr aru9w Mk :q k'kb ,p Oek: lhlQ•si}eraa(rmxW aw-r' tdnik lCD tH merkxes nl p:wl,a.dtkt." xyreeelShhlda dror nSfll .ktkl WSW xr idr ik pasd pierce Inlydiaser ayn:slmr, atanndlklnr,a,rr,,.n k. Insmdsi,n.nIns = SOOB3 rne: m:rdartpr(aord vrir;ket dtd.twtras•orswrto w:+ a arw 4451St. Lucie Blvd. rgaa rprµarm, JaxisR rta k,u l arrlpx,xliass.tdm.try n drr.kwq.matednrt,t.,xrnacrd:ml. Fort Pierce, FL 34946 opyriglt'D 201151 RaalilossPs Anthony i. tanla ill, P.E. Reatodunian alibis dow—t.i—yhrm, it plobildtd wilhounhe,rrelenptrmission Ernm41Raol itusszs kaihoAy Llamlo ill: P.E. Job Truss Truss Type Qty Ply A0211877 WRCLG1AL F01 Hip Girder 1 1 RYANHOMES/LARGOO Job Reference (optional) Al Hoot I russes, fort Fierce, FL 34946, deslgn(o?al truss.com Run: 8.12U s Nov 12 ZU1 y Pnn4 8.12U s Nov 12 ZU1 / MI I ek Industries, Inc. Mon Jan 8 11:20:19 ZU18 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zO Bnp-JEPenDABMM?h_QJGKgyOPBuvQYngP5dWfn WTyazxRyw 1-0-0 5-6-0 8-6-0 14-0-0 15-0-0 r 1-0-0 5-6-0 3-0-0 5-6-0 1-0-0 Dead Load Defl. = 1116 in WIo Q-3 4 5-6-0 i 8-6-0 13-8-12 1p-Or0 d-3-4 5-2-12 3-0-0 5-2-12 3-4 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) 0.16 8-11 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) 0.18 8-11 931 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.13 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 51 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 34-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 4-7-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1012/0-3-8 (min. 0-1-8) 5 = 1012/0-3-8 (min.0-1-8) Max Horz 2 = 35(LC 31) Max Uplift 2 = 723(LC 4) 5 = 723(LC 5) Max Grav 2 = 1012(LC 1) 5 = 1012(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2336/1651, 3-15=-2204/1604, 4-15=-2204/1604,4-5=-2336/1650 BOT CHORD 2-8=-1520/2184,8-16=-1536/2204, 7-16=-1536/2204,5-7=-1519/2184 WEBS 3-8=-226/340, 4-7=-226/340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=723, 5=723. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 250 lb up at 5-6-0, and 80 lb down and 104 lb up at 7-0-0, and 240 lb down and 250 lb up at 8-6-0 on top chord, and 144 lb down and 204 lb up at 5-6-0, and 59 lb down and 82 lb up at 7-0-0, and 144 lb down and 204 lb up at 8-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-12=-20 Concentrated Loads (lb) Vert: 3=-193(B) 4=-193(B) 8=-133(B) 7=-133(B) 15=-80(B) 16=-52(B) ie.ki Fleea Mxglll reA. Ae'YI ICCE 7mCS3{5?i 5fi31( IiL45! t91'illl_!S JS?CY {Af('1S(CF,'YFf[4YElr lee. irtih inq. FrsaMt wi reN w4s s tit L st Oesip Mteq!IM mdlb IrWq I. fuk q; Ft. tekm Sim Idlre.e. 6kn dMtiise sA1N r IEe IGB, edr idhi oexYr lhh silk hide'DCpk.dd A.eimsD:ve Eyb. SFn lDS Eqi M:eixxs'Y,gnudsmx;glnee dY.rysx;samlequmiq r::ase;dl*hhhkhsigldlh slide i,x hiM.e t1e 16U II M EFTS+ Anthony T. Tombo 111, P.E. M.s dh' Mmpimiq & spsiiddld&o—,la L,—. .Aix NqM Y wNgg we l admdtrtY ke Y(M kWe All,q uhMEFTt N M. Tdtk[blasm fieN dd t..0 irtl.tigFMleg.e tR bl elw Mh mad hW pniNihd 4 80083 6, 01MDSFx i Whsitl. AN nM e A 4 Ye1Dr ad Ye NmlteS iF,q sdheklegf"-1 SAI, Mu I IEsr,Fd61W h E'M Stu —ft tirFmdpl.ERIuft.1,r"Wsi6,llin'N0M,dr.li"i 0.,*, Ts" kiss:.—xt 1-Yadew«, ks' 4451 St. Lucie Blvd. 1." eefindh l:em,.W.4q ae.d,gh NFemn Y.d.N Em ha.Desw.Egmais WIT%1,44, De"W+ x i,'es, stem hlbe d my Mihq. LI Fnan et Y,. ne.sldiM mt Fort Pierce, FL 34946 Copyright lD 741b51 Raai ireisai Authory t. Tnmbl ill; P.E. ReDIldixtix ll this dnromeet,ineny farm, is pmhihitxd withnul shn eritlnn prrmissiol6nmAIRlxf Gessls Ashley L lambNll, P.E. Job Truss Truss Type Qty Ply RYAN HOMES /LARGO v1 WRCLG1AL F02 Common 2 1 A0211878 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss -corn Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:20 2018 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-nRz1 _ZBp7f7YcauStYTdxOR05y8K8Zygu RGOUOzxRyv 1-0-0 7-0-0 14-0-0 15-0-0 1-0-0 7-0-0 7-0-0 1-0-0 4x4 II 7-0-0 Dead Load Dell. = 1/16 in LOADING(psf) SPACING- 2-0-0 CS'_ DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.23 6-12 721 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.17 6-9 988 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) -0.02 4 n/a n/a BCDL 10.0 Code FBC2017f rP12014 Matrix -MS Weight: 49 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation quide. REACTIONS. lb/size) 2 = 620/0-3-8 (min. 0-1-8) 4 = 620/0-3-8 (min. 0-1-8) Max Horz 2 = 43(LC 17) Max Uplift 2 = 406(LC 8) 4 = 406(LC 9) Max Grav 2 = 620(LC 1) 4 = 620(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1050/1741, 3-4=-1050/1741 BOT CHORD 2-6=-1537/957, 4-6=-1537/957 WEBS 3-6=-628/326 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=406, 4=406. LOAD CASE(S) Standard N[nhl Flnu dq[[Ilh review tte'LIIDC:`IIDS£S;'Stiil`y 5n3F(I[W.f6:J#BI[IueS iOf'44iiUF:Y'ii[Cl.itlD"ellikr Ne.Ind[cesip p:endntWnd Wes adrslrnt Cnip Dnrul;Ip1`.ml de leGnt l.(REe f;l.1[!nte Siet!telx[><. Ge4ts aY.xalse ,^.EIelnRe lDD, xIY i6hlmsl[W beds sgpu[s iix d[.DCgkrd:/ l,shns @vu hi a pml'f fsyx.+T dsrd mam100 tgnt[m m[rger doer d[ a.d [s di v:died tx arl sywdde m¢tI iebdalk 100 li - tNl r a.q[ spas,, i.fl Isi[ssanaam AnthortYT.Tombolll,P.E- W_aN 1.mr km. denptiaiDldd[D[e', ba Cvur'eAbmd [pdnd[laan D>pe,ude wk ddtm NIK the bsl :Itige[6WItt Reem .ddde ND igW[a dd 1. s, ad[Eiy Y[dgS,Mp Nlals kaw fiY by yasfi'pd r Z d[41ita1 D.s2er W[[rmaasr Ahmfnsdmi N innidep[n'a dpe:Msdd[ki'dq(npaed Shp Wu tin KSDplKd h 1. WSKI n ida i paad passe IMledsd[rzynWw"ai alusd MLe., D:sipa,.ins Mq[:ynee ai tnn tlM[dnn,[&is $OJB edernis. Waxl I[ e:wst [pw[pe a vimm h, [D PTA ndrd. Ice Inn kcp [[4aa a t:t M kadq D[s'ymt, n bs,.rdn [[lo[m dm N:alq. All m/eduN:na. men ddaa R'!LL 4451 St. Lucie Blvd. Asthseyi.ismbolIOL. Repmdsnimi al this doromeot, insny farm, is plahhildwithostthe "inert premissisO hsm A I Roof hoses - Aethoay T. limbs ill: P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1 A0211879 WRCLG1AL FG01 FLAT GIRDER 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, desigritruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 Is Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:20 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-nRz1_ZBp7f7YcauStYTdxOR6Jy9n8OtguRG000zxRyv 3-4-2 6-4-7 9 4-12 11-9-11 14-1%0 17-10-6 21-2-8 3-4-2 3 0-5 3_ _5 2-4-14 3-0 8 3-0 6 3 4-2 Dead Load Defl. = 1/2 in 5x4 11 1 4x8 = 1 11.5x4 11 1 1.5x4 11 1 4x8 = 3x41= 1.5x4111 1 c cc 4x4 11 29 30 17 16 15 31 500 = 5x10 MT20HS= 32 14 4x4 = 33 t3 34 4x4 = 35 12 2x4 11 36 c c 11 37 3818 c 5x10 = 4x4 11 2x4 II 3-2-14 6 4-7 9-4-12 11-9-11 14-10-0 17-11-10 21-2-8_ r 3322 14 3-1-9 3-0-5 2-4-14 3-0 6 3-1-10 T 3-2-14 Plate Offsets (X Y)- 1:0-3-0 0-2-4] [9:0-3-0 0-2-4] [11:0-5-0 0-2-4] [17:0-5-0 0-2 4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) 0.23 13-14 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(CT) 0.70 13-14 356 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Wind(LL) 0.22 13-14 999 240 Weight: 341 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.2 *Except* W1: 2x6 SP No.2, W3: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. lb/size) 18 = 3784/0-7-4 (min. 0-1-8) 10 = 3780/0-7-4 (min. 0-1-8) Max Horz 18 = 39(LC 6) Max Uplift 18 = 23(LC 4) 10 = 28(LC 5) Max Grav 18 = 3784(LC 1) 10 = 3780(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-3264/71, 1-19=-8863/0, 19-20=-8863/0, 2-20=-8863/0, 2-21=-8863/0, 3-21=-8863/0, 3-22=-18214/0, 22-23=-18214/0, 4-23=-18214/0, 4-24=-18214/0, 5-24=-18214/0, 5-25=-18214/0, 25-26=-18214/0, 6-26=-18214/0, 6-7=-8854/0, 7-8=-8854/0, 8-27=-8854/0, 27-28=-8854/0, 9-28=-8854/0, 9-10=-3262176 BOT CHORD 18-29=0/1035, 29-30=0/1035, 17-30=0/1035, 16-17=0/15782, 15-16=0/15782, 15-31=0/15782, 31-32=0/15782, 14-32=0/15782, 14-33=0/18214,13-33=0/18214, 13-34=0/15799, 34-35=0/15799, 12-35=0/15799, 12-36=0/15799, 11-36=0/15799, 11-37=0/1034, Continued on page 2 BOT CHORD 18-29=0/1035, 29-30=0/1035, 17-30=0/1035, 16-17=0/15782, 15-16=0/15782, 15-31=0/15782, 31-32=0/15782, 14-32=0/15782, 14-33=0/1 8214, 13-33=0/1 8214, 13-34=0/15799, 34-35=0/15799, 12-35=0/1 5799, 12-36=0/1 5799, 11 -36=0/1 5799, 11-37=0/1034, 37-38=0/1 034, 10-38=0/1 034 WEBS 1-17=0/8176, 2-17=-706/0, 3-17=-7243/0, 3-15=0/346, 3-14=0/2563, 4-14=-883/0, 5-13=-882/0, 6-13=0/2543, 6-12=0/343, 6-11=-7270/0, 8-11=-691/0, 9-11=0/8167 NOTES- 1) 3-ply truss to be connected together with 1 Od 0.131"x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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 ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 10. 10) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 428 lb down and 251 lb up at 0-2-12, 129 lb down and 83 Ito up at 1-0-0, 134 Ib down and 64 lb up at 3-0-0, 208 lb down and 69 lb up at 5-0-0, 282 lb down and 84 Ito up at 7-0-0, 282 lb down and 84 lb up at 9-0-0, 282 lb down and 84 lb up at 10-7-4, 282 lb down and 84 lb up at 12-2-8, 282 lb down and 84 lb up at 14-2-8, 208 Ito down and 69 lb up at 16-2-8, 134 lb down and 64 lb up at 18-2-8, and 129 lb down and 85 lb up at 20-2-8, and 428 lb down and 255 Ito up at 20-11-12 on top chord, and 10 lb down at 2-54, 9 lb down at 3-0-0, 9 lb down at 5-0-0, 9 lb down at 7-0-0, 9 lb down at 9-0-01 9 lb down at 10-7-4, 9 lb down at 12-2-8, 9 lb down at 14-2-8, 9 lb down at 16-2-8, and 9 lb down at 18-2-8, and 10 Ito down at 18-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00 Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9=-185, 10-18=-20 Concentrated Loads (lb) Vert: 1=-428 7=-208 9=-428 16=-9(B) 19=-129 20=-134 21=-208 22=-282 23=-282 24=-282 25=-282 26=-282 27=-134 28=-129 29=-10(B) 30=-9(B) 31=-9(B) 32=-9(B) 33=-9(B) 34=-9(B) 35=-9(B) 36=-9(B) 37=-9(B)38=-10(B) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-9=-205, 10-18=-20 Concentrated Loads (lb) ztra.; twas?ma.¢tra.» a-imp;;,rmcs;x.-:v':s[c rtl:wsa[:mmn zs:mnwjrur-r'Iux:n[ow:st'[ao.rae ee,pp:.-.ep, We' till 41,'1a I. tonIli r:.16-skod.asTMe.ir aitas aald<s: rua:,d,x uckk.tld.a t o.:.tr,fgin-.:nMfzdaea.tl a nr; a.en:n.e;a*edneP,n.deodas.a,.y!.: :sra.Ia!n esy.d sa ea ea n aloe itm ntcnya ,µn;ueia[.nena,am;.m Anthony T.TomboIII, RE. W.,edrr ueare n. r..:vlmamaa a din,r!nwu,w,tl!uMrd!naelxuI:iva3arnelr IreF!nidnmo.e.,prwa rnr.,S:'.cee!yx .ia xieanaeka:tlra. nd T80083 ke kill'mrd 'der d[xF.rfa FA rzk tiM ul#Ir W btrnls. trtefne 0takiwj (; w lMIv Ma naa3[SFrdA.ktM IF, WIn arr!dn d4.r dpMaxe. l%l cefiaes he tsJnsS!Imn nib;Restln I ,.A-sipe:.l.+sdt:Ke Ee9veer eel lren 4nsh:be,;.dns 4451 St. Lucie Blvd. eAe!vn. xf 9N a;aar eg 'gnkv!rewkclyudn k.drN.7ieGa.,Baee regis R<itk Mdiy Oent.e.wL.,:.rtlu hrdae.Cnr ii l6q. S11 apM'eN ina:, ne es dd!M tt'i11. Fort Pierce, FL 34946 C9py11g6t 1QI6AIIIbOI IItli3?S " Ony I.I)1WILF.t. Btvrabaiw. 31 ibis dowrit,.I.lO Oily f-J, p dialed Wilhoutrllt Wiiven rtriii,iiI. h.A Iblif Il UiteS-Aethnny Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1 A0211879 WRCLG1AL FG01 FLAT GIRDER 1 3 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:20 2018 Page 2 ID:hA3xRN7kH8GY_sQsevney2zOBnp-nRz l_ZBp7f7YcauStYTdxOR6Jy9n8OtguRG000zxRyv LOAD CASE(S) Standard Concentrated Loads (Ib) Vert:1=-366 7=-181 9=-366 16=-8(B)19=-109 20=-116 21=-181 22=-246 23=-246 24=-246 25=-246 26=-246 27=-116 28=-109 29=-8(B)30=-8(B)31=-8(B) 32=-8(B)33=-8(B) 34=-8(B) 35=-8(B)36=-8(B) 37=-8(B) 38=-8(B) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-9=-185, 10-18=-20 Concentrated Loads (lb) Vert: 1=-178 7=-101 9=-178 16=-3(B) 19=49 20=-63 21=-101 22=-140 23=-140 24=-140 25=-140 26=-140 27=-63 28=49 29=-3(B)30=-3(B) 31 =-3(B) 32=-3(B) 33=-3(B)34=-3(B) 35=-3(B) 36=-3(B)37=-3(B) 38=-3(B) 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: 1-9=-134, 10-18=-20 Horz: 1-18=31 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=-134, 10-18=-20 Horz: 1-18=-8 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=-134, 10-18=-20 Horz: 1-18=24 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-9=-134, 10-18=-20 Horz: 1-18=-5 Concentrated Loads (lb) Vert: 1=168 7=41 9=171 19=57 20=42 21=41 22=48 23=48 24=48 25=48 26=48 27=42 28=59 Mniy pnuakm.:hlr rerie. tx Alt9:?IFSS3,S.''-:P;.n[A3,tiI'.tkSd`.7YDII1vAS:JS OM'Ebnl';kICR,eilD"eYlkl'brn. lxilreaip yr.¢ndxsni«d eehsnlislmsCe,ik¢Dxruy!fDC*. saillke erlSwrCi¢rdeli.ii lek ns Sie!kh:ere Wksso.ix MNmlktuD, nlf dnrzc slddrs;idlks kx.r uukrdd_a t :D ly ax ¢ka s .a nsyrDD,an;m:n¢ry dtk pxt .kul xp kE .yn:mi.nrK.rx anyedffir soak ky x aae - mi. tuk :.xaan, kniq am k fiq - Anthony T. Tombo III, P.E. n ned G'. 4. xkW n n.y s b:ImddsD mC.x adlxi rl aam' ae ixilmaD ser, k'k uakndiA lK tle lx Isl I'lhq exhW is a. IRe piidfl mD ¢w oa fieN de t,r,s,-xa Senika.l ep skl.ehn en kx:q sid kke u.peilNliryd 3 pe 3r IfigN '(¢shrax Aq ak Y¢dkIk1DC i H#hn dpuf dt'x.Ri7d t spuufdeh u Dn NSF pii kikl. a!"8U cede• lfx a dafdev_}pli.^fiees@e Rsans klmesni8.rresdlkLs..D.-nn; ms Gsge, .xn eu 6xs We-, W., =& 068.. elkndsa nfaedl7¢;amxfegedean hrrCykWaaPn kxi>:i lkarus DesnEealax iskltle 6e IligDesiaex. Lrs,.rdm ha'ne:a'n:kl/ky. kD; a9i'.Nrc x.w¢s tdixA a'Ita. 4451 St. Lucie Blvd. Fort Pierce, FL 34946 epyright 1011i 4 1 Yaa16nsst ActhDDp i. hanhn ilL P.E. R.DaolDoix of this dommeat, in any form, is pmhihitxd xdhout'he written permiseiaxhnn A1 icol TrauacAnthoayLlomha ill: P.E. Job Truss Truss Type Qty Ply RYAN HOMES / LARGO-v1 A0211880 WRCLGIAL FG02 FLOOR 1 S Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:21 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-FdXPBvCRuzFPEkTeRF_sUc_CLMS?tgDp65?aOTzxRyu 2-5 4 4-6-12 6-8-4 8-7-8 11-6-0 13-5-4 15-6-12 17-8-4 20-1-8 r 2-5-4 2-1 8 2-i-8 1-11-4 2-10-8 1-11-4 2-1-8 2-1-8 2-5 4 1.5x4 11 3x8 = 1.5x4 11 3x4 = 3x4 = 1.5x4 11 5x8 = 1.5x4 11 Dead Load Defl. = 3116 in 3x10 = 10 4x4 11 4x10 = 7x10 MT20HS= 3x8 = 2x4 11 2x4 II 3x8 = 2x4 II 4x10 = 4x4 11 12 17-8-4 20-1-8 2-6-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) 0.59 15-16 400 360 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT) 0.80 15-16 294 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.08 11 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix -MS LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 *Except* W1: 2x6 SP No.2, W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20 = 5621/0-5-0 (min. 0-1-9) 11 = 4993/0-3-8 (min. 0-1-8) Max Grav 20 = 5621(LC 1) 11 = 4993(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-4027/0, 1-2=-9741/0, 2-3=-9741/0, 3-4=-22338/0, 4-5=-22338/0, 5-6=-25560/0, 6-7=-22233/0, 7-8=-22233/0, 8-9=-9830/0, 9-10=-9830/0, 10-11=-4044/0 BOT CHORD 19-20=0/1033, 18-19=0/18135, 18-21 =0/1 8039, 17-21=0/18039, 17-22= 0/25560, 16-22=0/25560, 16-23= 0/25560, 15-23=0/25560, 15-24= 0/25560, 14-24=0/25560, 14-25= 0/18088, 13-25=0/18088, 13-26= 0/17985, 12-26=0/17985, 12-27=0/1 105,11-27=0/1105 WEBS 1-19=0/ 9461, 3-19=-9174/0, 3-18=0/1436, 3-17=0/4698, 5-17=-3917/0, 5-16=0/1422, 6-15=0/1475, 6-14=-4030/0, 8-14=0/4509, 8-13=0/1547, 8-12=-8958/0, 10-12=0/9479 NOTES- 1) 3-ply truss to be connected together with 1 Od 0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9- 0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7- 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) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 848 lb down at 0- 2-12, 845 lb down at 2-6-4, 845 lb down at 4-6-4, 845 lb down at 6-3-12, 845 lb down at 8-3-12, 845 lb down at 10-3-12, 845 lb down at 12-3-12, 845 lb down at 14-3-12, and 845 lb down at 16-3-12, and 845 lb down at 18-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live ( balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-100, 11-20=-10 Concentrated Loads (lb) Vert: 20=-848(F) 19=-845(F)18=-845(F) 21=-845(F) 22=-845(F)23=- 845(F)24=-845(F)25=-845(F) 26=-845(F)27=- 845(F) PLATES GRIP MT20 244/ 190 MT20HS 187/143 Weight: 326 lb FT = 0% dutwyFlasa Kurz[lMrsrie»he' A110"':i@SS4,1.-9"., iFN3Ft Iiik56:JkCIIIJK(7f'C4itU1"r)#[5'4EbiREki'Iro.Ir,7r te.:pyms!Msxirx/ere x!!':I•ett Cesip Unv;IOCeNMlpllxt l.lesh li; i't tele tueSm!tdu Celrn oRa'tin sfielx Ce 1, xlp utai o rm,dnrt, wiK aiaro°acMt,rda a tenatv[g . r.arr[ry , a xE x,'[wrgr<:wtwwge. tn,rek s wlx ro.y , rtfin.x:a: ln sgrur age n.trss hw m-E r aqs grx,isu" dux .wns:n AnthonyT. Tombo III, P.E. xs.rzdn Ewxlrxlay n * Imaaxg _e n, x ie' tnwdawau"a nnexnnerxen n ar arol 11ug,.nxarrl r6 m„ l,Ea mhwx,r.0 n tx:::- „ d,.xek ,ixr n i ;alnd =.80083 mr3ugd p x t r, anM scan tdc dwxpn ; arm rn k,mw[E y.. a <nadx ro asprrs ei r xs u-d a w445? St. Lucie Blvd. edx ma «rme0xeiancetey rx'x. v.iaghxlp nest ar:J. iu Tn3l o,:a Ey-it rlmkuigoI iS/m.Egl x,i'•ru'w1. Sll,gdded r=sxenddr,d u.'n t. Fort Pierce, FL 34446 opy,ight 0 2011 A I Uf €losses- Anili ny i. lemha ill, P.E. Rgwbrlion ei this doormen,, in ony f-, is p,ohih'Ited'wiihowhe wlinen pt4"ion hnre A l RnI Losses- hibony i.lemha ill, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1 WRCLG1AL FL01 Floor 4 1 A0211881 Job Reference (optional) A A Am= I russes, ron rierce, rL o4ti4o, oesignLaitruss.com 0-1-8 H1 2-60 3x8 = 1 2 R Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:22 2018 Page 1 ID:yPUCgGfLZTgtoRCQb7?I Naz2jnS-jp5nPFD4fHNGru2r?zV50pW P91m8cldyLkl7YvzxRyt 1-5-8 1-3-0 0*8 Dead Load Defl. = 3/16 in 3x4 = 3x6 FP= 3x4 = 3x8 = d S fi 7 R O 1 n 11 3x6 = 3x8 = 3x4 = 3x3 = 3x12 MT20HS FP-- 3x8 = 3x6 = Plate Offsets (X,Y)— [1:Edge 0-0-12],[13:0-2-8,Edge],[16:0-1-8 Edge] [19:0-1-8 0-0-12] [21:0-1-8 0-0-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.45 16-17 >559 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) -0.63 16-17 >397 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 104 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1146/0-7-4 (min. 0-1-8) 18 = 1146/0-7-4 (min.0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3716/0, 34=-3716/0, 4-5=-4908/0, 5-6=4908/0, 6-7=4908/0, 7-8=-4908/0, 8-9=-3712/0, 9-10=-3712/0 BOT CHORD 17-18=0/2167, 16-17=0/4623, 15-16=0/4908, 14-15=0/4616, 13-14=0/4616, 12-13=0/2159 WEBS 10-12=-2387/0, 2-18=-2396/0, 10-13=0/1717, 2-17=0/1712, 9-13=-261/0, 8-13=-1000/0, 4-17=-1003/0, 8-15=-95/729, 4-16=-151/714, 7-15=-369/25 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Nmiy Flem Mnmklr rew.x tx'}IIC; Ig'„i,T.'P3fN3}!I[Ik16 J#P1IL:r3(JS',6M tIIP"r;i(#[r;fgiY;#1'Mr. lydh hsip pandn5ut rnl edn n#'8s hess Ce irr gnrui:lls'; nd Mr}#1.(wMx fi. ri lekn't ixtrldre 2. rr.IfcS d7 ire edeln8ei, wlA Nif=,irmMr Aid odl kes i*.Wggkk dl. }srlrn, Oes:s Eqn g.rdrl E<ri .tl ai ns#A fgB qrr. t nttpka dMr t.suni rr5ia iq ::yw:drT.h m'kl y rl ;iwpes iN hE a loe it nen lH-1. rxk iqr epix ladur ICi .ri1'iim Anthony T. Tombo III, P.E. Wnedn rq rdkFp A:e r ...ImddcC ti:eC #akrr nrpex rMe Snilapg 'wr,ale uder dtf IX fle l!(x/Iki.d' :digerkmEri i. t[e rc+d n tlB otq fieN dbr f. i#driiykrd®3, i p sLl'Pnwk sie k4t nsudR,rd r 3peGdimAlsignere [rf cm AN M* 4ii IN10die gaff ..1 ri.kn dp kgtl.ry[. —f SAN f" km IXfiirrkG:kt lr f. tW r:dr tW pare Pa.,tPri vfidsde reynugk#es rd niiesd del s siar; ress k:p:y erdi in pmhd"n nkn = 8UJ8 etle! ns. rrfwdN#rrdrad egvF in nw.iax lr e{ry'dn tnh4 ice lra kip5garnis R-[th I'A'A; Now. At r' 5SMexlr.durA"MR, All rsPdd#!-nr, de es diinBaTt 4451 St. Ludt Blvd. Fort Pierce, FL 34946 opyrigkt( D 2016 51 gaol Ga>rs-krakaay i.Inm'!o iiL PI,Rtmnivaim of this domment, iaanytarm,kprohilited rAhauA the wrinenperr#issica hnn 4-I roof Lussat Aethoar t. iomha?IL P.F. Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1 A0211882 WRCLG1AL FL02GE Floor Supported Gable 1 1 Job Reference (optional) Al Hoot I russes, t-ort Fierce, rL 3,tu4o, oeslgntda-I Russ.Gom Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:22 2018 Page 1 I D: hA3xRN 7k H8GY_sOsevney2zO B n p-j p5 n P F D4fH N Gru 2 r?zV 50p WX_I_5cUvyLkl7Yvzx Ryt 1 2 3 4 5 W1: STl STt STl wi o v 81 ................................................ 10 9 8 7 6 4-10-0 4-10-0 Plate Offsets (X Y)— f1:Edge 0-0-12] 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 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight: 22 lb FT = 0%F, 0%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 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-10-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6, 9, 8, 7 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard w;d µxvs: be sri iasoae t h4eirp y.ahr:Rpuus rro tu a. me nxeht.imivcnxpaspwstie.fatxrradtxmgki zeroesuxro r +ini gyresg .r ,, y r sw. Artl:oryT.Tor boh EE, sin d zt(a;sfa a: SsAi+4 xn.'.:iFms ro.ex can id pdmik re eq) y n,i, En msAr.he ce lad t«tiq Ns xb Ni. Ixgpa dabti - :kN d# s, a iy 3mday mp,s hll iNx:udt br ua rind g80083 IaAa3 "e ir.SaA '(r i -tzdat gad i'6ai bt Pxtce w oes 49t Mtdcy to x'Se 'i.a se'E(CRdtlsubk mSRS mtrzh frt rgRd?»ia" FL # ets ks usrW.d:M.tw Yfrcs$heL-sss$nym..lrnstksg [gettt al-nas ktaderta-v. ess 4451 Sir ..)de Blvd. aia+nr6acd»:. ta7 ageel qu h e (atr eF ra'ks nd.N. 3e ts, S phi , sa .t4 tom;<uns, m i.Bn xemup ra aa. to q. z?u,n.aNt .. m a kfai re tred. Fort Pierce, FL 34946 i tOpYlEgE3 : 2916 kttA0}tieSSRs-'k nteYt.1P@i?Olti_P.`L 1!patlEm0 thisdit-h1. iP.gftm. i'poklitei.ishui 11ht%6Y':e.p"Mls':0, fi.MA-11WTf9S4t1' bibay t. I mbIt, P'L Job Truss Truss Type Qty Ply RYAN HOMES / LARGO vl WRCLG1AL FL03 Floor 4 1 A0211883 Job Reference (optional) 0-1-8 HI 260 mun: d.1zu s Nov iz zu1 / runt'. 8.1Lu s Nov 1z zU1 / Mi I ek Industries, Inc. Mon Jan 8 11:20:23 2018 Pagel I D:yPUCgGfLZTgtoRCQb7?I Naz2jnS-BOf9cbEiQaV7T2d 1 ZgOKZ 13XA95PLI86aOUg5LzxRys 1-3 0 2-3-4 - I 3x8 = 3x4 = 3x4 = 3x3 = 3x6 FP= 3x8 = 1-9-4 I 1f — OF-o Dead Load Defl. = 3/16 in 3x3 II 3x3 = 5x6 = 3x6 = 3x8 = 3x8 MT20HS FP= 3x8 = 3x8 = 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 FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T1: 2x4 SP M 31(flat) BOT CHORD 2x4 SP M 30(flat) *Except* B2: 2x4 SP M 31(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 15 = 102/0-3-8 (min. 0-1-8) 26 = 1095/0-7-4 (min.0-1-8) 19 = 1579/0-3-8 (min.0-1-8) Max Uplift 15 = -78(LC 3) Max Grav 15 = 210(LC 4) 26 = 1099(LC 10) 19 = 1580(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown, TOP CHORD 2-3=-3514/0, 3-4=-3514/0, 4-5=-4608/0, 5-6=-4608/0, 6-7=-4129/0, 7-8=-3196/0, 8-9=-3196/0, 9-10=-3196/0, 10-11=0/608, 11-12=0/605 BOT CHORD 25-26=0/2062, 24-25=0/4324, 23-24=0/4324, 22-23=0/4129, 21-22=0/4129, 20-21=0/4129, 19-20=011693 WEBS 2-26=-2280/ 0, 10-19=-2422/0, 2-25=0/1605, 10-20=0/1679, 3-25=-251/0, 4-25=-896/0, 7-20=-1420/0, 4-23=0/410, 5-23=-408/0, 7-21=0/385, 6-22=-365/0, 6-23=-120/866, 12-19=-685/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. CSI. DEFL. in (loc) I/defl Ud TC 0.82 Vert( LL) 0.49 22-23 502 360 BC 0.97 Vert( CT) 0.67 22-23 366 240 WB 0.80 Horz( CT) 0.08 19 n/a n/a Matrix-S 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 15. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard E PLATES GRIP MT20 244/ 190 MT20HS 187/143 Weight: 128 lb FT = 0%F, 0%E gniq Fint° tlunilG rne. lne'l l ttl:"ItlSe n;:' . SIX7iE IEKF 8 JA011l.igi (g5'gLL i'rtthr':[rM.i;Er4LLEkT Ina fefft n'p Farnnas nirnl net nufs Gxss hip brtrug!INi; mdGe a I. txske IM, F_ idrn:t Sier. Edwe re kkss e7:a i se sstrtn 6r ilm, erlp Nil.:im«at fldr kllue tw. t'gCwk rddli U.6i F6rfrA M nng'g qrd ngFm dp rdr6ad rq Wpcdikn fa Yx ksd r;ixtle iq]fxI6P lxxe iFrl. rua9x--gkrx.,xifeNn .ntl:m xn lfnrg Anthony T. Tombo III, RE. Ikf—ibd de&DAeqdn."hgdr dwK4,W w",*PLlxr 101. TDIW Fntu lkP-ra.rdaM p m1 tlBoris, tr+ma kxcr.M. 4gee15 'M6 lUG edScep Ci -e 1pkd' dikkLi.q[cyrx ISdth hkt An ifSft Yk.4tk 1 wl_KA redn 1?x posd r.kc.itll td6et @t respxsiblt" M 6:de[ d MI 55 U!'p. rts k:p6g xta exi lrt:t famin lnn: nG:: 4451 St, Lucie Blvd. elMnrs refmd kyt..W xpx pea -an k! of g ma ii"S In Gass Nip I p. "k I tk r ltig Eirsiain_ i .r:ks. Eegxn d , Is:Nig. 311: F6det! ss ne xs odi el'... Tbt. Fort 1 St, Pierce,FL Blvd. opytigh?Z 201& A- 1 Rol Tniw, bthoay T. Tom ill.?.E Rootnduni n of this dorumeai. in anyfcrm sprohii!ikdaihout:ke wrinen perm ssioafrnn 4 1g al itris=s dcihnny 34946 i, Tamho'II: i.E. Job Truss Truss Type City Plv RYAN HOMES / LARGO v1 WRCLG1AL FL04 Floor 2 1 A0211884 Job Reference (optional) AI Kooi I russes, ron rterce, rL 34IJ40, aeslgnLa I Lruss.cusn 0-1-8 HII 21 3x6 = 3x4 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:23 2018 Page 1 I D:yPUCgGfLZTgtoRCQb7?I Naz2jnS-BOf9cbEiQaV7T2d 1 ZgOKZ13W6955Lkj6aOUg5LzxRys 1-3-0 2-3-4 3x4 = 3x4 = 3x6 FP= 3x8 = 2-1-4 0-A-8r Dead Load Defl. = 3/16 in 3x3 II 3x4 = 3x4 = 3x8 = 3x8 MT20HS FP= 3x8 3x8 = 3x6 = 3x6 = 11-9-0 Plate LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1,00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP M 31(flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31(flat) *Except* 131: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 22 = 1006/0-7-4 (min.0-1-8) 14 =-271/0-3-8 (min.0-1-8) 15 = 2058/0-3-8 (min. 0-1-8) Max Uplift 14 =-453(LC 3) Max Grav 22 = 1007(LC 3) 14 = 108(LC 4) 15 = 2058(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3126/0, 3-4=-3126/0, 4-5=-3848/0, 5-6=-3848/0, 6-7=-3161 /0, 7-8=-2019/0, 8-9=-2019/0, 9-10=-2019/0, 10-11=0/2058, 11-12=0/2056 BOT CHORD 21-22=0/1868, 20-21=0/3743, 19-20=0/3743, 18-19=0/3161, 17-18=0/3161, 16-17=0/3161, 15-16=0/335, 14-15=-1064/0 WEBS 2-22=-2065/0, 10-15=-2612/0, 2-21=0/1391, 10-16=0/1870, 3-21=-252/0, 4-21=-682/0, 7-16=-1596/0, 4-19=0/261, 5-19=-441/0, 7-17=0/445, 12-14=0/1173, 12-15=-1379/0, 6-19=011042, 6-18=-422/0 9-0-4 10:0-3-4,Edge], [12:0-1-8 CSI. DEFL. in (Joe) I/defl L/d TC 0.89 Vert(LL) 0.4718-19 523 360 BC 0.99 Vert(CT) 0.6518-19 381 240 WB 0.89 Horz(CT) 0.06 15 n/a n/a Matrix-S NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at joint 14. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 25-9-0 4-10-4 19:0-2-0,Edge], [23:0-1-8,0-0-1 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 129 lb FT = 0 % F, O%E dariy-Five kmdh eaxke AltO.:'II kii sEg3A1IlNSfi.Jn6D n ( DM G i 4[KgCe:CD6xikrMe rxgfkiy px AxsMxNxxexksixssD sipDxxvk S xIM !A y1.Ink1Y.,P: IPxrrei'xxkx n_ Cxlen Raxitt T lx@eI9D, lr idi<k eamxkr llrh; s IneesN ixS "DDnkrAE Asetrxv Pna hps*av,-e, Spnrhr Eglree;, he eed nar76D egrtt:xlsxrrgPttrAneprdesskulegnariq respx; biFh tae'k ksys ri5e.snple ha:Ennkdn@a1DC nlr, xen ifll. r'ttksip r.:.xi.N,, Ixi-y:sdCixs, sritnbagp Anthony T, Tornbo III, P.E. xtxedh- Im vnrR De. spxsialfiAgxC .D vrr d!w vpdnM Wlim}D,:pn,in3 xAeAAMII tl itWikklaaswq<e4ain'.4 tk q Io'nviClwlxrfnN dt! i ss,ivdexgF*Nlay, 1 p sselAixxek q'w:k .pitgd F 80083 Ne la lfq Q•dper ern (eabxhr Agxh sd rAnxiDC Niz prfias Npal' dhe. ki7iq[xpeeel SAeh lh 6a IXSfl Yhhti r' W,&.0 n:A tAr dyt INN ie-tk ngxxf.klmes pt®; Alkie.,A:i:ea; :rru M,ip :ykeneNlnss#mN:ka, rdns 4451 St. Lucie Blvd. rax.n:«fmNpeEtma xeryxnwrxx;Eh, elgmx nrAvN. tieia,. Deep Earacr isrr ecNtq Desi_airusyslen Er>x.>r. Akrr wJeq. Sq.ggdeN Nr,; xe es 9ttieN>rmt. Fort Pierce, FL 34946 opyriphiD 20164-1 hofh ns-Anthony i. Ixmbo!II, P.F. RrtadoOiell Di this document, in ony form, isprohilnnd withom'be »menpermissioniroa 4lADoi irrssns Anihooy[A mbllI.M. Job Truss Truss Type Qty Ply HOMES / LARGO v1WRCLG1ALFL05Floor41A0211885 RbYAN Reference (optional) 0-1-8 H 1 2-0-0 I 1-6-12 f' 3 0 2-3-12 I 3x4 = 3x3 = 3x3 II 3x8 = Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:24 2018 Page 1 ID:yPUCgGf ZTgtoRCQb7?INaz2jnS-fCDXgxEKBud_5BCD6NXZ6EckbZRc4C6Fp2EEdozxRyr 1 1-7-8 o-t1-8 Dead Load Defl. = 3/16 in 3x4 = 3x6 FP= 3x4 = 3x6 = 0126 4 3x4 = 3x8 = 3x6 FP= 3x4 = 3x8 = 3x6 = 3x8 = 5-11-4 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) *Except* 82: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 20 = 1635/0-3-8 (min. 0-1-8) 23 = 135/0-7-4 (min. 0-1-8) 14 = 1022/0-3-8 (min. 0-1-8) Max Uplift 23 =-125(LC 4) Max Grav 20 = 1637(LC 8) 23 = 299(LC 3) 14 = 1025(LC 7) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/485, 3-4=0/1021, 4-5=0/1023, 5-6=-2734/0, 6-7=-2734/0, 7-8=-3848/0, 8-9=-3848/0, 9-10=-3848/0, 10- 11 =-3260/0, 11-12=-3260/0 BOT CHORD 22-23=-485/318, 21-22=-485/318, 20-21=-485/318, 19-20=0/1210, 18-19=0/1210, 17-18=0/3848, 16-17=0/3848, 15-16=0/3908, 14-15=0/1968 WEBS 2-23=-350/534, 3-20=-919/0, 12-14=-2160/0, 5-20=-2263/0, 12-15=0/1428, 5-18=0/1717, 6-18=-273/46, 10-15=-716/0, 7-18=-1330/0, 10-16=-358/425 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 25-9-0 19-9-12 Ige),[16:0-1-8,Edge),[24:0-1-8,0-0-12j [26:0-1-8,0-0-12) CSI. DEFL. in (loc) I/defl Ud TC 0.65 Vert(LL) 0.4315-16 546 360 BC 0.97 Vert(CT) 0.6115-16 384 240 WB 0.82 Horz(CT) 0.07 14 n/a n/a Matrix-S 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 23. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 129 lb FT = 0%F, 0%E aen g-rk.,=mRwgrer,.,ne'elm: IAss;x 3^SFDatif.txsfirbtmnex:.rrd,,Dm-r;urt-r:Fmu[trim.raara,ig,preFrnrlsNmi it' am,?re:sh,qran<.g;lasW1,AmierIr.kn,e:.l0.—im to., Does,0.". ndnnelro..4 1lii;t,axshr gide bdlae,N?a•Yt.ti'kkrdN. Asair:;, Aesin Fq.• gst?Egia M ;J ;n iDD epe al agi xrdM{mk 'mleq. w3 gac:rDrF.h rr•ga le,yeolk s.ga? lee ]N Ia16@ I.sea lfl l.r aye ,tee lai.i In .,sihDGq ,Anthony T. Tombo III, P.E. o m.,ede,ss tars, Adlkn isIke pr':im d 160 .. 6 Av- q. H. IAIagO ,. tle ura df it &IIX ti ki' .laq,desf rr 1. tle em Idfi 7AA et ri fnN H ?. ss;.dnryksehg. 1 ege' Ylatin Brea - id hDa ,gssialD:d he re.Nq D•}xreN(edn;la ellM ¢slhC iD n!'&Muk elp. Aa daekligt pxeel Sa!eM1 ata Iis x4fegslA hlV r. Bi6A Ac exgssx gi ar.g%Iatias he resgaslhimn nl.:IhsdA.1 ., A. a;.r.uk,rn ey.eamlrt sIXwde,lna eeh„ - q4$i St80083 Bivd. ede.xa. aAnelNe(aaralgr rgnavrt ;hdp•Am Wool la trn. Aesu Fgbzn isk lnr 6e71iq Oe,igaa i' k;see Fq at aNiq. Al:gnak el xa, ne rsddi N-.'N-I. opyright02416AI1i AnhoAyi.k.5.rlI,?.L Revndultiur d this dmomeot, inviihmis plehbited evohowhe.01ftf?"i5sloa frnle 6 l hfTlrsszs hthonyl.h.beill:i'.L Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / LARGO V1 A0211886 WRCLG1AL FL06G FLOOR GIRDER 1 1 Job Reference (optional) Al rcool I russes, ron rlerce, I-L swavo, uesrgnLa I1FU*5AOm I 1-3-0 3x3 11 24x6= 1 141 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:24 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-fCDXgxEKBud_5BCD6NXZ6EcIKZXg4lgFp2EEdozxRyr 1-2-4 3x 3x3 = 4x6 = II 3x3 11 3 ,51 14 4 17 5 181 6 3 3 a• e• 11 10 9 8 3x4 = 1.5x4 11 1.Sx4 11 3x4 = - 4x6 = Plate LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) 0.07 10 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.64 Vert(CT) 0.09 10 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 904/0-6-14 (min. 0-1-8) 7 = 897/0-3-8 (min. 0-1-8) Max Grav 12 = 904(LC 1) 7 = 902(LC 4) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1914/0, 13-14=-1914/0, 3-14=-1914/0, 3-15=-2482/0, 15-16=-2482/0, 4-16=-2482/0, 4-17=-1830/0, 5-17=-1830/0 BOT CHORD 11-12=0/1277, 10-11=0/2482, 9-10=0/2482, 8-9=0/2482, 7-8=0/1176 WEBS 2-12=-1568/0, 2-11=0/813, 3-11=-724/22, 5-7=-1443/0, 5-8=0/805, 4-8=-824/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 178 lb up at 2-5-4, 135 lb down and 178 lb up at 4-5-4, and 190 lb down and 178 lb up at 6-5-4, and 192 lb down and 172 lb up at 8-5-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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: 3=-114 13=-114 14=-110 15=-110 16=-114 17=-110 18=-117 4x6 = PLATES GRIP MT20 244/190 Weight: 53 lb FT = 0%F, 0%E 9eriy Fteete nasyR¢rz a1-I t¢..li!S-5:'-r`,fFR3AtI AS Ji¢I¢ s.dS ¢IA NTY;3(NA CfWY zPf ,atlra pp. Na ui 1 t'1 aGj¢a. ay te`reine ldAwj 1. taekl t..irre e55a!td it dkr.i MN itm. relt i61air7waN ddes sg¢ e.sssfwttt-K vkid:i A elrx.s Nsm Ey c; .n,uh Er.I ,n.nm!'t'sgre.Msua.gExrdO+prur..ired u.(.r®gr..roe.6ihh k. lx hvAad nc suy4'.m:iro'daef i¢G dr steer lH-C iuh y ,. geni, hu I.ed us, sdhAim AnthonyT. Tombo III, P.E. t. dh h, w'ln"r nitisL,16, dine¢ @e¢.sn sdla-eie :ran tedl 00 se, ini. uder dnen' ne m ilarl sl .dliq dxrxn-1 Rr yp Idn N¢wi reyfiN doi s;'ed ewj krtl, iaep asNl e¢wwflare sea kne sniasiidiryd 8U083 net u.yo-paeoi-[wdr1A A¢Me"vd'alhl¢ efNxpstim aat dMlnuytc eslsdegtdaisa'nsr/xt¢kit r aaGAred amrg,, d ava inlhravnensare:;airreisundl ir:,¢.per.. kr:ee:g.aawta::ureda¢sa.dns 445; St. Lucie Blvd. ri—i0m it v;vMaregasynawlgrs 1. al rvrl'as indr. ta.r... oerw Eye si rtk srliiy oesira,,a,e.s,<_r:ks. Eeiaaavn rau l..ul.y.x:aa., a>e imai' mL Fort Pierce, FL 34946 opyrtghEc) 2016A1RaolLniszs-Actho¢yCiamhaill;P.E.Rewdudix dthis timmeat,in eny lum, is propibitei O mshe xlinenptacissintrnm A I Rsoilmtve Aeth¢ay i.Iamiaill, P.E. Job Truss Truss Type Qb Ply RYAN HOMES/ LARGO 1 Al Koot I russes, tort Pierce, rL 34946, aesign(altruss.com 0-p 1 2 3 4 5 v1 A0211887 Job Reference (optional) Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:25 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-80mwl HFyyCldLnQg52oeS829zOvprdPl izn9EzxRyq 0*8 6 26 25 24 23 22 21 16-1-0 16-1-0 Plate Offsets (X,Y)— [1:Edge,0-0-12], [27:0-1-8,0-0-12], [29:0-1-8,0-0-12] 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(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 14 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 72 lb FT = 0%F, 0%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 16-1-0. 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- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ztfaaq Rear:sraptl5>e.elk_.{:7 7lUSi.,frLr";S JG€'J!!'.dtCC1'',k(Lxi.is.,"iirfi'ti:Ltl9if:5N;N!'htu. let)zlrttrl. sMsscateeS ad.sn Gs'ter[ts gr iTahigitC[^ai S Frft¢e F.:eaia il).Elxta_ynSk9 khrt ssr. 0#au r}arsns xiu!7:+r¢ u;ee; r y::.se >amd i¢ta„ia e r a !,: :rawr) ray r;r n ,u inq mt.,sasnfa[ue wcix;u a ernKd e rta iesmc:lra y rsµ;m+: +t:M An' thor:yT. Tnribo tit, P.E. xd nedmtsl tuu. pdf sne ,f'fsurmzie+ ,n rw orAa ee Rdruak enlh H"r tM E neY€. iawal dra.e lkaa Nti e{pa AdOri Ban :ieN i# :.s Ft 6aq ;nae.i.tdxak a{hA 4nr stdrd f; a) nrtua es9atnFiBa6ptr+iaFla d'iroarmnuu;r s sxat .esta 9 emeiz sla r1ln,xnme.a,ns:n#tieePrtrlessies,irs.t;pbysea'resW.misaer>r,Wess 103.$3 aie"rse N3?a.utxM NRabpNd nes ai.N. `:6r1 n3.u, Y, tx t.nv .auom_e Fns.ymA rr..dmiar i 4453 Sir. 1.ude Blvd. Fort Per..e, FL 3=446 pyrigC! iL iDtd A-1 toot iratsrs- Aal6exy I.lera6e Ii., F.E. £ ymd rfian ei ikss da[emert,ln any tarn. is pmA bi)ed .iiho-eiIde wdew ya;mrssiau bon 7rl teat Irssses-llat8asy 1. iaa n III, P.E. Job Truss Truss Type Qty HOMES / LARGO v1 A0211888 WRCLG1AL FL08 Floor 4 Fy RYAN 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:25 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-80mwl HFyyCIdLnQg52oeS8wLznTpkOP1 izn9EzxRyq 0-1-8 2-6-0 1-6-0 2-1-0 1-6-0 0 1 8 HI x Dead Load Dell. = 1 /16 in 3x6 = 1 2 3 e 3x3 = 3x3 = 4 5 6 3x6 = 7 8 e 6. a 13 12 11 10 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 FBC2017/TPI2014 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. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 9 = 861/0-3-8 (min. 0-1-8) 14 = 867/0-7-4 (min. 0-1-8) Max Grav 9 = 861(LC 1) 14 = 867(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/0, 3-4=-2519/0, 4-5=-2791/0, 5-6=-2536/0, 6-7=-2536/0 BOT CHORD 13-14=0/1578, 12-13=0/2791, 11-12=0/2791, 10-11=0/2791, 9-10=0/1607 WEBS 7-9=-1763/0, 2-14=-1744/0, 7-10=0/1027, 2-13=0/1 041, 5-1 0=-589/31, 4-13=-603/16 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 3x6 = 3x6 = 16-1-0 CS1. DEFL. in (loc) I/defl L/d TC 0.58 Vert(LL) 0.18 10-11 999 360 BC 1.00 Vert(CT) 0.2510-11 770 240 WB 0.50 Horz(CT) 0.05 9 n/a n/a Matrix-S 3x6 = PLATES GRIP MT20 244/190 Weight: 81 lb FT = 0%F, 0%E xa.kl- Ilea nnwN!w.ie+ Y %11CCi 11115M kuH?, Q13At i5t#S 6 E:1n6nas mrim, mEr}mrF.nNuEn-bm. lergt dsq .adnswl ml xtes w!hisL nksip Ortxy!m:;WWA.d.gl.Iwk q,ri_le w,'s Sier. M.re ne. Celtudlmiu rx1Nw&e tom. wlr itilsi ardulldes;idlk sNix7e 6CpkNd I,.1msD:saEe s .Sp.2fbsi e,Ih wlwwsTNrq.,M eegms dW pitsu.1ep.flq,mw:rt*I.Uksyad& .j 1 IgokdwlRl06 hwt IN 1. 11 kip g*•e nN IUNrn..s.:dlarq AnthonYT. Tombo III, P.E. w1.udR insW en4' Me 1 xlm ddaC kC.wr Mm Nq.dnw IwNg D:gs,utle udeddmli dr M1i iik tad snitiq ed Wlpt Qz fl. .d doe lCBaEgfiN tl I..n kdNq kedy, sMege,mW. nwwdk Nil b k mlafd 4 80083 1k UIFga gerwelw4 * AN o .dm W1CC IN.t IwMn WpkC.es dP biw If 4-1 Sddr lda f IES01d1i'm I!M .4 So re rd 14, fsrgpidee IN 10-1e ml.,NImn wi does of Itt N,5s C:srra. I,., Inn Ee.— iI—pmd.:me,, eons 4451 St. Lucie Blvd. tlt!`.l5l pMNkiE2mmepew gwEWPom I, dI1M¢s kwI N. INI 1,5OtYd fglwel sl-Stk 6nitiq ksipn. L'. s,Fdes bga.rtf ,k.11g.,tl IodLN'va, nendelhNsilll Fort Pierce, FL 34946 eppight V 7016 41 U lasses - 4elhony 1. b.ba lit, P.E. Ittprodudim d this dm .w. in eny form, is prohi/isd w hout the rdgen ptmission from 4-1 Wal bossn- Anthony L lomhn ill: P.E. Job Truss Truss Type QtY Ply RYAN HOMES / LARGO vl WRCLGIAL FL09 Floor 10 1 A0211889 Job Reference (optional) Al Root Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:25 2018 Page 1 ID:hA3xRN7kH8GY_sOsevncy2zOBnp-80mwl HFyyClgLnQg52oeS8wjznMpkbP1 izn9EzxRyq 0-1-8 Ei2-" 1-6-0 2-2-0 1-3-0 Dead Load Dell. = 1/16 in 1. Sx4 II 1. 5x4 = 3x6 = 1.5x4 11 3x3 = 3x3 = 1.5x4 11 3x6 = 1.5x4 11 0 Tj 1 2 3 4 5 6 7 8 16 35 W! t 13 12 11 1n e1 3x4 = 3x6 = 1.5x4 11 1.5x4 11 3x6 = 3x4 = 15- 9-8 15 9-8 Plate Offsets (X,Y)—(1:Edge,0-0-121,(15:0-1-8,0-0-121 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 0.62 Vert(LL) -0.18 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.24 12-13 >763 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.05 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 79 lb FT = O F, 0%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 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. REACTIONS. ( lb/size) 9 = 855/Mechanical 14 = 855/0-7-4 (min.0-1-8) Max Grav 9 = 855(LC 1) 14 = 855(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2468/0, 3-4=-2468/0, 4-5=-2707/0, 5- 6=-2463/0, 6-7=-2463/0 BOTCHORD 13- 14=0/1551, 12-13=0/2707, 11- 12=0/2707, 10-11=0/2707, 9-10=0/1552 WEBS 7- 9=-1716/0, 2-14=-1715/0, 7-10=0/1007, 2- 13=0/1014, 5-10=-595/28, 4-13=-570/31 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 or 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. LOAD CASE(S) Standard 9 tlW.[rS3ROF,Iz(AerMa, to, kuche—, l:nrrtit.t;.lefcEm Sikl4AEa nE h*s We ;vAdd.Iit9.1i LEI:NMik PlSnS w k nY I. 3e IDt 4 Neild I!, rkip Eq... t_*Ok4 tgle El„4t Eesa Rt iGG rsrnee' gtfry4r,F b xdr 4.d'4itte iq'e:pgs3iX'1 (e!&ksipd4e utlEr x. qi hi lie {¢I edr, nlN IX 1, ixk qe A4eL.1 eMtlse EsWF !' E ri.4x4fs4n4fa.Sdbq ,Eswe.e€ x _o-c ,m.4y,dererl.mt¢e ,4nE I mas,WEx xmdi.siy.k niti<erpe,adwt te, ,ed +, i+f +t r,:.wse.ra:wek4e.w.mal;d AnthonyT Tornbol..,P.E. leM% Ey1..ipr WEteaeM 11 se. sewatl rBM&pv es eC ydr esfal Mttaq €npa>E Sdz?hire0iu t6P ptlisiEAs etf isi eldJbAl4E Fen trG kgrs ien udtiErWrxies/&L s¢es GaEs hsa 3« N083 pe, `", Ee xssm5m,r,. sucEr. rdEss 4451 Se ude Blvd. k' kMai.e MM1rd fieie>&M t;W RH.4 sY 61F grin ,d.eL ZF i Of ¢ES tep±Y j5 ha 1f tRY4t:YSiAL', Y ret5.Ee4e1 EajRtti h eSt Eereat, :i 4F:EtMC„ q4 i.1L.IXt N IN.I. LuPYrr4t1 1816 A -I Reof trusses-Anih±nr L lombe l6, P.E, P±prodna;an of @is danm±rt, in ouy iusm,.is pebibited.ithuel the W7inee peEmissioo hem #-t East irssses-6uiheer'l.lumbo iA, P.E Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply RYAN HOMES / LARGO vl A0211890 WRCLG1AL FL10 Floor 3 i Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:26 2018 Page 1 ID:yPUCgGfLZTgtoRCQb7?INaz2jnScaKl FcGajVtiKVMcEoa 1 Bfh 1 zNGMYFpYGMjLhgzxRyp 0-1-8 2-6-0 3x3 II 1.Sx4 = 2 N11 4' 4' 3x3 = 3x6 = 0-3-0, 4-5-0 304-2-0 Plate Offsets (X Y)— [1:Edge 0-0-12] [6:0-1-8 0-0-12] 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 0.78 Vert(LL) 0.00 5 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.05 4-5 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight: 25 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 659/0-3-8 (min. 0-1-8) 5 = 735/0-7-4 (min. 0-1-8) Max Grav 4 = 659(LC 1) 5 = 735(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-299/0 BOT CHORD 4-5=0/736 WEBS 2-4=-810/0, 2-5=-951/0 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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) CAUTION, Do not erect truss backwards. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-8=-350(F=-250), 3-8=-100 blurb[-Flme npmkir retie»ne'aA 1o8; tlU<ea; 1 J`. 10Atl U!S6 Jlmnuls(J5'ow,^Wrr; ilCl ii[[KII:YI'Iwe. terAl aup p,vr=aerc ut eN wh,wh:1w„Cesi Oa»iry!iP'}aNne 4nw/rhs.N u: rF tekm't siet!lavt re Cent: mleew MW m ne M..1, link weemy:n bn .i::tiv.$' ebulaa asttrmo:,n,[y y,e,<.MrM[oywe n:s wwtro;,p::wnow;, anen,rz uwawq: y [w:t anfr.-a y:anes :r _ Wnmwr ruewh.wu,rnt swa n .raas.n t tc.w +w.M Anthony T. Tombo III, P.E. we.wan:. „n:wtw9R.:,r,r»:>.imam,g»w,ac.ee:,d.pwnwxa:o-",bwamaa,waiawn,u.a aixy,a•wrrir n.t[pwiablto-owr.rrwt rn,r„s.warwagw t.w,bun.k.nuuar yw,.wrtra -480083 mr u4be{4•sipuwi[wntln Agwtes sa rann:tco wax: prfim wt pea saar x,u;r tr pww s,tn=xsuptwta rn t,tta;a tlx era P wce tela w, nertyw,u r,wnnnan:n as4u.;rss ar:wnwiw,s rnawmu.was 4451 St. Lucie Blvd. rlkniuwmuHt:won ywa»;mmn,alum,bea,a twrw;: krw F,9m«nr t,pA bwramtrn_ teu <..nn D[waa ,aRbwr se:yaacd .x; wtnaafw/s'n t. Fort Pierce, FL 34946 rypig6t91t ldA-IiaolLesiac Anhooyl.lamboill.P.I.grtoluaimolthiidotvtnw.incoy lalm,4pabiiileaMltb001'twMliitlRjFR115310ChawAI130112sm-utAoey1.Iomballt4.[, Job Truss Truss Type aty Ply RYAN HOMES/ LARGO vl A0211891 WRCLG1AL FL11 Floor 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:26 2018 Page 1 ID:hA3xRN7kH8GY_sOsevncy2zOBnp-caK[FcGajVtiKVMcEoal BfhCONKnYHiYGMjLhgzxRyp ill 10 0-1-8 3x3 = 5x6 = A5xp II 1-3-0 2 1-1-0 345x4 II 4 5 0 4 1.5x4 = 2 3 0 1.5z4 11 3x3 = 7 6 3x3 4-1-0 4-1-0 4-5-0 0-4-0 ' Plate Offsets (X,Y)— 1:Edge 0-0-121, [5:0-1-2,Edge1, 10:0-1-8,0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) 0.02 6 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) 0.03 6 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 24 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 214/0-3-8 (min. 0-1-8) 9 = 214/0-6-14 (min. 0-1-8) Max Grav 5 = 214(LC 1) 9 = 214(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard amnF Here Ilwakh mM'r Ae'AI Itt:' 7Mi k'3 r $r71[ i;tx56 [0lWIILlS ('Oxi-t9R5:UF:iiFPill:kT kn. Ivdt hzq.lm'.:NnsvE enl wt! n lis In!t k!ip Awrv[!I"; W pr Ihf wr I.Iw.kf IC; ri.lrinntt iiee!Ge1Re n?. Ctltt! dM'rise!%M M Ik (, ul/ WisicxrAa dar an wr liK''DCnkrdd lssirn, ksz Eq -. aunMi Fsp d z wwy [bb ryrt:m!wa:q! dbpw anlegi. a3 }w.likh b, t inged4zarkl tarckd Ne I6C Ir - 7[41 i z'p arya.s, bRal.ukti :dltleq pr:.aindao aer„ .ra qem. dewu w. dx as lablx. b. ix ills lri t Anthony T. 80083TorntsIII, P.E. y- ea .agrammn I ru.q w ld Netoh wewrad am tas:nae q, m x[r ws kagsedlN de mprsisdiyd 80G83 btrtliqksfpaae [wheaa. Fuwr sd.anxloe Nmprca!n r d:rsdma w.gcr n.[s hnlmwntu rw>+F[ 1 isw !d iw,a r Inli:rwsxrnywwau, wianna i,,, Dnp.: in, k,*zq—W ln!! kWtiWr,. W,,s '. Me! riv afxMhs[obal.q gaar.xwM al rxun drd >a In Fn,t"[,Jim is 1-1sitkMgksipa.ai!w;srM Glb.On! tilliq.,Ul aledesl ra; elw ddiwluTI. 4451 St. Lucie Blvd. Fort Pierce, FL 34046 opy,irht 02016 A-) Moot lasses Anthoo}i.7onho ill. i'.E. Mepledassi—1 this dommant, in onytorw, is plohilitzd aehoorAe aliOenptrwission fmn A -I Maat Uoins Anthoey l.lanho lll; P.E. f Job Truss Truss Type QtY Ply HOMES / LARGO Vl A0211892 WRCLG1AL FL12GE GABLE 1 1 RYAN Job Reference (optional) At Moot I russes, Fort tierce, FL s4a4o, oesig n L aItruss.com F--1 1 2 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:26 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-capKllFccGajVtiKVMcEoal BfhC1 NL5YluYGMjLhgzxRyp 7-f 3 4 I r; B 12 0 ST1 ST1 q i 9 i- 11 0 i a i B 7 6 5 1-0-0 2-8-0 4-1-0 1-4-0 1 4-0 1-5-0 Plate Offsets (X Y)— [1'Edge 0-0-12] [9:0-1-8 0-0-12] [11:0-1-8 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 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017ITPI2014 Matrix-R Weight: 20 lb FT = 0%F, 0 %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 4-1-0 oc puriins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 14-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard waat,nm, »Rare 6,'t 'ma.rnaep.ra asaaMxnsaroorskyr nataeraa mn 10, 10t—m fws:n'4 AMk IN aknw } , tis,esp q-,'!„w..1 IN Wn,x!.-P.,: w nd,uwe 4—g 'f.Ur,am,i„y, rf, u4sr,s, ftpm.'k noa€r, Wmini. ?4 top—gw. :aau..-u:*a, - r.,dnarxmw.si a„r i1FMdlk d=e»me,5aru,wame ena„ emare,7r,rrs a.a s.znarr Mad,i:Bwwr.mm k rs,,:m iwan.m „emwaka sidka„w.sai§,s' Anthony T.Tombo80083li,P.E, BUQ83 a ialaAy ,ipr,y rnhmn gores saw ark P6 6rrrxrro m49 f. at kdPg Ugxa5 Sdtl la'aotli T(S(; pkbskdh nwa SKav, mhremxtar 19011.1 M-I kaes t, mspe.iraP.:s ad itiwfd,t uDe4 r, tra sdesa r+l'a+m m'ns kad,e rx, skss 4451 St, iude Blvd. Amrn, #m,i is,:,xn „drnn.r gh r.a,s.,ar,tse<tm,snrrtq az.rc'<,[kuq;m.px,u r,,,:rwa kr.,aamswg. :au aad,aa. a,w ama Fort P:ercejl- 34946 Lopyri¢r FDId A -I roof Lasses-Anthcay l.lomho U„ F.E. tapwdwioo of this dmamen, i—y bm is praYibitad+ithav lkr r,uY:en permissiat hom A-1 Roof iressos-Ax7heepl, iorthe lll, P.L Job Truss Truss Type Qty Ply HOMES / LARGO V1 A0211893 WRCLG1AL HJ2A Diagonal Hip Girder 2 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-5-0 Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:27 2018 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-4nugSyHCUp?ZyfxooWSGjtEMomggH kdiVOSuE6zxRyo 3-5-11 2x4 = 3-5-11 3-5-11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.14 Vert(LL) 0.00 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-7 999 240 BCLL 0.0 ` Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.01 4-7 999 240 Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 3 = 80/Mechanical 2 = 243/0-10-15 (min. 0-1-8) 4 = 42/Mechanical Max Horz 2 = 78(LC 4) Max Uplift 3 = 51(LC 8) 2 = 155(LC 4) 4 = 1(LC 8) Max Grav 3 = 80(LC 1) 2 = 243(LC 1) 4 = 58(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=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 ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 3, 155 lb uplift at joint 2 and 1 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down and 7 lb up at 1-4-9, and 8 lb down and 7 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) Ir H— lw,.p 7« fnnt% IID 111115T, L3',i33A1Iim6l'Jmm"u.S(IIS10n i'CDFPS 3(C1C8iEtAnik('fir.. leaf h,ip..dnsn[rnl wtsn»slnssGsipmrry lei aai n, Aedwy 1.t,mkIn. i.i.lrfl—sier.id., re. &Ires Mnxise sxhim At M.W, iTo— lAhl,kfiksef*'k'DD4k rdA All ln.,Dssm I'm.. Mnr kLpd I..*7 WW.AtTDD If,—TMi. ikn p :npnn, Nniry an xrtnk.l Anthony T. Tornbo III, P.E. Iw.,tdlts :1.mre.0444n04ndmto—.nte,nt, eynrt,At wuMo-.",Alh-4.4 OW11,1k, IK Wfi. 6.1mmintm,drntmaor+kru rntr.:,:,a,a gnet.I nkui ke k.y,wiku eaind =80083 bfWgNsiprrseEt tm,.ADM sr,drclktbcWnxptnnsnapnWndt4wfuycepttdsdtgl6 MxsgrlBkaktadiiGe•t,d alvr,apatttrnle tt:nteyn:,mu«nw`:nt:dmt„o_, K:.,nsot;r:+rAn,nitn::l,w.n:m<,tdn: rdu.ns efaNhtixsct egMy :rinm l,.wt h,ts n,d,. tm lr,.sen.n [y nr.rnt k:uiy anima_ tr.ss S,:. ry.,ac wuor.:w.tMd'dn,r,dtAs adlwxtnt 4451 St. Lucie Blvd. Fort Pierce, FL 34946 OpyriahlZ 20164-11la. f hisses- Anthony 1. iamb. Ill, i.I, binriunim..l this duumem,im any form, is plohibiltd whboulthe Heins. p innissi..hon 4 I Ufnsses Amhony 1. Iamb. Ill; P.E. Job Truss Truss Type Oty Ply RYAN HOMES / LARGO vl A0211894 WRCLGIAL HJ3A Diagonal Hip Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:28 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy27OBnp-YzS2g IHgF77QapV_LDcVG4m WMA?20BtdgCRmZzxRyn 1-5-0 4-2-3 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.03 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.03 4-7 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 15 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and requirecrossbracingbeinstalledduringtrusserection, In accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 100/Mechanical 2 = 269/0-10-15 (min. 0-1-8) 4 = 52/Mechanical Max Horz 2 = 79(LC 4) Max Uplift 3 = 63(LC 4) 2 = 196(LC 4) 4 = 42(LC 5) Max Grav 3 = 100(LC 1) 2 = 269(LC 1) 4 = 72(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3, 196 lb uplift at joint 2 and 42 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 7 lb up at 1-4-9, and 49 Ib down and 7 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 8=-7(F=-3, B=-3) wpdq-FlereamFxth revs Ae A I lap! 71aSt5 ^Aii:#', fEa31i I'WS a:OaalllvaS iaf?GM I,-W1'P11tCa;iilBWikr ha. r"tlr bsq: puvs,.mts M inl w4s n lh't list ktip OnrYy!IU:', dM ar ldAwl 1. fake ll:. ri.ld!na Sirttldxe rv. Crkts kM'I+e Px1el n Re lGa. ul( Ititekswulw deks skit k:."++, rr;ceakrdl es:ttrssu:em Eyk:xfi e,sn;nlry tidka;,n::"I:e mriW npesMsaa;grxedM rydc:skulagemiq":iasa7t!sk ar er:y drekra it": kpdeln me raemt,:N"int crdsy:,,:,ad<, IkE-1 areas, umkim Anthony T. Tombo III, P.E. ale dh rss'r"n Wdrz: sar mEm ulihdk Unn, as Cr.ei s,udwure yMnMMd'm}d' ,ba<wkr dw K 11,W Ilk 1.1wf"'*. TF TW ep:,d dlse NAnf a}fiN.udtle inns, ied eq kwlq.l ep.4sld:ekw ulk sld ktlz rt esiul. d 60 3 Ik GI k ws lna::k laahs sr ala lklGG ek xe Naltt'•ed Ik"dlwk ( Sxh"mw dia xSpldN.ktht. al S&.s ee idaeael r I Nrks 1Wledikstk a siliau"al knrsda: hank k.: klnss axvde;hsk N"s S-den""` 4451 t Lucie Blvd. erlk.w kkMhaikbmsgnt ryas npwe a. dl µNn unk:i. In tn,s ksb Gliwa"F_rae irJEiq ksijn kL'fu hssu E.pka dn!PAdq_Sa:gadeN masnnamw all 1. Fort Pierce, FL 34946 opyriglr D 2Qlk 4-I tari Ursses-Aathooy t tamho ill: P.E. teprodwin of skis dorrmem, In eay form, is ploki ilel with"T he asinea iermissiea Iron 4.1 too] hisses-bibefty h.lambo!II; P.E. Job Truss Truss Type City v1 WRCLGIAL HJ6 Diagonal Hip Girder 2 Ply 1 FRYANOMES/LARGO A0211895 nce (optional) Al Root Trusses, Fort Pierce, FL 34946, design@al truss.com 10 Run: t7.12t1 s Nov 12 2U1 7 PnnC 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:28 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-YzS2glHq F77QapV_LDcVG4mLIAtsOBtdgCRmZzxRyn 2.83 12 111 12 13 3x4 = 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 0.92 Vert(LL) 0.33 4-9 281 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.32 4-9 290 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 197/Mechanical 4 = 110/Mechanical 2 = 435/0-4-15 (min. 0-1-8) Max Horz 2 = 100(LC 4) Max Uplift 3 = 128(LC 4) 4 = 91(LC 5) 2 = 308(LC 4) Max Grav 3 = 197(LC 1) 4 = 141(LC 3) 2 = 435(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 3, 91 lb uplift at joint 4 and 308 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 18 lb down and 18 lb up at 2-1-0, 18 lb down and 18 lb up at 2-1-0, and 44 lb down and 59 lb up at 4-10-15, and 44 lb down and 59 lb up at 4-10-15 on top chord, and 3 lb down and 20 lb up at 2-1-0, 3 lb down and 20 lb up at 2-1-0, and 23 lb down and 55 lb up at 4-10-15, and 23 lb down and 55 lb up at 4-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 11=-8(F=-4, B=-4) 12=-5(F=-2, B=-2) 13=-32(F=-16, B=-16) weds fl k,+eHh rb. k 1Ir0 fIIaSt5 1!"Y,.iEr3A!IiE@SAJrDID n5(JPOY'ImY i[f0;a;(pOY:krMe. trtgtk'pnr W reelw4 'ti I tk pW vy!ID:I;mltl A[H rLl kni;ri tah'n rSaYtdx Dd d! tiseftlel kf[B nl( Milt4nmttRr lkks skA asNW tt7.00bk4t At I"M—sphr -. .4.*DOWtl yl nnr'D"tli ted aaary0e dkI.A. ksya dk si,* klial oa k lDD np W. TM i i'xnp F.s, lee-i do ,dna':m Anthony T. Tomtro III, P.E. eN+xd H' b:uryki*n k I-16 dka kD.+e%ndanelam kln4'ID-n+n, nk IndHIK ,1K IHe1 1sa:Itign6 W R, 1. kryp Idfi t00nt ny fiaN dH lns,'rcMtnykuliq In n,esi n k q'd kdx Insidlald =BOOBS HeBa:uml D•s pxai(aekatla. AOxf dW HklDC erl MZM ti nil' 0aesdkkildryf x{nnl Sdeh lder d dISA/YFskll Tr. WSW aT da tWi—el r'1 1%I ran tle gnvbbaes Mh:lktdkl 0•s'ne,"rvs k pa;nbee eu imstkMa:lan, mess eHnrisa eOW Na;eax;ged ela v ks l: aN p:dn ln14A Ik Ur,s Desn lglra is 0_ik kNiq Basipe. Lnt, SrsleR brxeamk81 A0:ynd¢N srs na as k0aal s'ML 4451 St. Lucie Blvd. opyrigplL 7Ql6 A -I iOai t[rsses Aathoay i. lamho ilh P.E. Ramoduniun 01 this d0tmmm,io0ny lorm, is ptohibilel withounha minen psrninian lion A-1 toot Times- Acdony L tambe ill: H. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0211896 WRCLG1AL HJ7 Diagonal Hip Girder 5 1 RYANHOMES/LARGOO Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:29 2018 Page 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-090Qte ITOQFHBz4Bvx7kplJcgaFOIZDyKx?I?zxRym 4-11-0 9-10-1 4-11-0 4-11-0 4x4 11 1.5x4 II 3x4 -6 4-11-0 4-11-0 9-10-1 4-11-0 Plate Offsets (X Y)— 2:0-1-8 0-0-5) 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) 0.04 7-8 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.10 7-8 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.38 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Wind(LL) 0.03 7-8 999 240 Weight: 44 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. REACTIONS. (lb/size) 5 = 155/Mechanical 2 = 468/0-4-9 (min. 0-1-8) 6 = 323/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 113(LC 4) 2 = 261(LC 4) 6 = 106(LC 8) Max Grav 5 = 155(LC 1) 2 = 468(LC 1) 6 = 323(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/118, 3-13=-755/259, 4-13=-699/260 BOTCHORD 2-15=-351/697, 15-16=-351/697, 8-16=-351/697, 8-17=-351/697, 7-17=-351 /697 WEBS 4-8=0/255, 4-7=-749/377 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 5, 261 lb uplift at joint 2 and 106 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb up at 1-4-9, 40 lb down and 54 lb up at 4-2-8, 40 lb down and 54 lb up at 4-2-8, and 71 lb down and 106 lb up at 7-0-7, and 71 lb down and 106 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4-9, 10 Ib down and 9 lb up at 1-4-9, 13 lb down at 4-2-8, 13 Ib down at 4-2-8, and 33 lb down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pit) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert:3=63(F=31, B=31)14=-85(F=-42, B=-42) 16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27) link, -Fleur?nm.d¢reds.tWiIIDiIBM y:EY^; ORAE IM6[JYDIII-1a 1 atom(wir, ulmcm vi%rNe. ferD!de+ye permdn; ai red xPotn!ds Intt k!it. Dnrmy!ID;mlMediwr l.lerlu D:.Pf.te!cent tia'krhre ru-&I,ss Mlewlse orielntte IfD, edp Nilri at llenssinYie eselin ne'DCnkedl Aetrr:+D:sax Eg6ns ris., SPw dry Or ;,ne,nstt rgrz,wtmwe O.edne frae.nwd e.pe:e y r:trr: iiDnWDx trsyedne sutle lgneawneloD Ir ui inE ruavle nveques,ml !n. sdmrm Anthony T.TomboIII,P.E- dn.'rns 4. en lrDdse M tPeri kllD dne D+.n hC»m .> ,rcexenn WIIkID .i¢n,uxr rc.k+tdlw llL ne lx /toe Wsl aril4q<rM eN III) IM ggrpd$ etDDut W 65N Inf n re;kdwi, WN, Wgees4r6w w knul swl Dx pesiNlil,d = 80083 n s lagD dlrco-.. ADrcn,tn We k(oewm edp W dmwinned tnwrcun.;nsgtkeklhlrmuu:erd IW Ynyda.e tnle nne,p bwtwaW,dxl,.,,; re,so•malrcttrmaeasr, a , 4451 St. Lucie Blvd. enxmeedmlNtFaWxl eiem gn4ribq t. eD prCet Wd:M tie ln,s&ser(queis r.11krrAliq msipn aL.ss4RshR.nd ,b:llv};D rclMed Wx;nmldMkRll Fort Pierce, FL 34046 Oprilli? 7 20I4A-I 15offroSitf- Wholly 1. ballots III: H. tt,Di01001J0 of this dal —air inoy form, is rlohlMli idhounhis MrittfDPMmISSIOD from A -I tDd GBSH-Af:EADay 1. Jambe III: P.E. Job Truss Truss Type Ply WRCLG1AL J2A Jack -Open Qty 9 1 RYANHOMES/LARGOvl A0211897 Job Reference (optional) Al Roof 1 russes, Tort Pierce, FL 34946, design(rgal truss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:30 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp UMap4_J5nkN7p6fNTeezLVsugJGU5M8B_hYgRzxRyl 1-0-0 2-6-0 1-0-0 2-6-0 NO 2x4 = 2-6-0 2-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.10 Vert(LL) -0.00 7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Wind(LL) 0.00 7 999 240 Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 56/Mechanical 2 = 170/0-8-0 (min. 0-1-8) 4 = 29/Mechanical Max Horz 2 = 65(LC 12) Max Uplift 3 = 39(LC 12) 2 = 71(LC 8) Max Grav 3 = 56(LC 1) 2 = 170(LC 1) 4 = 42(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 71 lb uplift at joint 2. LOAD CASE(S) Standard 9tnnt floss nnwA¢—, WA 110ni m15sBi' in7'sE[3AEI WsaEElYPIOnaSiJ4nmrt4l:rS LLCl;6il Y:kr bro.tnP,bi%tp;.sa,sui reN xisnms Irz,sE„ip mery!IDP;sdWeN,pLIrak lo.r.E. EdcrreSierkk,+e. Wes, enx•io sthlm ne IDP. mlfkil'umerw Peter M1 I, ,kruT Uk,dd. Art Ps?,c Eye i. .. pa Try Eglen.H Vinery %H rp esrdsma;gtx,aH im- fe iy pniimfi; :kksywdhe sod,! !pm! He 16P It 1%I. Gxa y, s,aruxs. N,int Mb z.0 dfm Anthony T. eN.std h:. ra, ., tarry n, r,n:lmdn<D ac ,Tombo III, P.E. Px wwti Dn:y,,. n.,,n amn m n Ix l,kl.d elm ,wwrr_t H, % ,tdtN mo,.lw la do [maay >my. -Jd dir«oi kapsidikdr rtpmidliryd = Tomb H, &:Iliq PsiPueu (M•u o AOxt dMie IklDCtdHe Puke nlg 9betdHe kilA:p( nlS hh Muod'ro, l[Siilaf4el11. IfCA ee Pet• Ifmp dpl el%ied'uesne npas3 WiesW6nesdlkhas80083Mper:Tess Orip:yr'ne ni I—Ysuoutiau, WensZt ,He„ist «rmelktE,oR and d Hryya o•tHs l„d,d t,e ha, hes.P ae«i: r rn, kx Old 4451 St. Lucie Blvd. tP ,I,e / [y p# ro,_oLns,.rdeo hdar d,nb.11iq Jl;ryodee/arx, o, ndtliwlslli. teppig6t92016 A Taal Tmn "e4y 1. lambe III:P.I. Rtptodonian of this dotomeni, inony form. is ptohi6ised without ther,itten permission from A -I UTiosses- ArahPmr T. Tombo Ill: P.E. Fort Pierce, FL 34046 Job Truss Truss Type QtY Ply RYAN HOMES/ LARGO v1 A0211898 WRCLGIAL J3A Jack -Open 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:31 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-yY8BIKKIY2V_RGEZ1M9CujO21O1CDYcHQeQ6NuzxRyk 1-0-0 2x4 = r 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4-7 999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP 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 = 67(LC 12) Max Uplift 3 = 43(LC 12) 2 = 103(LC 8) 4 = 31(LC 9) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4. LOAD CASE(S) Standard Rrrsg Heee nnMll.rmpe'I I Nl 1p33(ii'i'y iFi3Al IEI%6E9k¢Itl lSi;li?CY{"rgfrj3[Ci itl¢i14tr Me. irpr ksip+r ent Wrnl ttat4s Lnt hvp¢neq(I¢CWlh t q[Iwh n,fE.Ifsna 3ier.Idrce ru. Cekss dln'.ice tact w,h RE. uir iLlzksrmaH darn shBhr lrnn iDCxhrdi AseUns¢:us Fgxa -a EepnaTS srdngi[4 rgrnrAnergexrdW{rrrt:wea nlan iq n{w:Mtn Mlr kapdne sup rt IgwlanelDp unto Rlt rx a,qe e{r ;nr!-iudlin sMwtM Anthony T. Tombo 11I, P.E. nl.xaYa nsM rq NaM'g' ne ry'xlih d(n¢ ,k8rn• eAnaee qea q WIMD Dn ge,hnenMn do fl., Ih lt( Inr bsl axtligre&d Ril Ih qp ddn NIW rel fiat an 1. ss; odnhgfeulr. Inge mf ixahni hnn sia hnr pesieiihd mWu o etanmm ,eNnPi¢ Ile ales I w. amWu c aexaaemelsp{afieeWi,mslurcea an a nfe eesne uiarsnlanaa lw,¢ DK n iln:sMuhmn,+ens=SLucie4451St. Lucie Blvd. alems. a(maN a ie act peed qn b u.teq 1: d rrlw'ndrsa. lee In,. Des ee Equa is i_I ne WIliq ¢esipn, n Lat, 3Ytror. h{Iwe Nm h Iliq. ,¢I ¢rDdhel rcx, ce n daixl u. Tll. Fort Pierce, FL 34946 oppightV 20164-1 loot TlDss!s- linhoay 1. limbo III: P.E, ltpeoduaim al this doru cisaoy form, is piohiliW wRhwthe w,im pemissioa Iran A I1.01['05 s- Anhoay r. rombe III; P.E. Job Truss Truss Type Qty Ply RYAN HOMES / LARGO vl A0211899 WRCLGIAL J6 Jack -Open 3 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:31 2018 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-yY8BIKKjY2V_RGEZtM9CujOxnOxYDYcHQeQ6NuzxRyk 1-0-0 5-6-0 1-0-0 5-6-0 3x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.16 4-7 397 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.09 4-7 729 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 140/Mechanical 4 = 72/Mechanical 2 = 283/0-3-8 (min. 0-1-8) Max Horz 2 = 100(LC 8) Max Uplift 3 = 92(LC 8) 4 = 61(LC 8) 2 = 190(LC 8) Max Grav 3 = 140(LC 1) 4 = 99(LC 3) 2 = 283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 3, 61 lb uplift at joint 4 and 190 lb uplift at joint 2. LOAD CASE(S) Standard tdarns- flM nnn{!Ir rzNn Gtt 1110:`:?IASiS"S:iIJ'y efN341 I;L4S8;7lGIRviS ii'S?OMitarrjunuiifG6YEwnee. hMt R.ip tenetlnswi rzd whs a!ds trnt Cesip Onxy!IM; miI1e 1a1wr I.?uhIG,r.lefe:meSin!teke-Cetr:s dnnaiw MNmne ttD,ulr wttaaermsptes:;mtv t*hw. ett,dd Aw.:,h-Eq .t.* If1" n stdmtwe; taspu::exibr kd.pa1k:ntnt waf.W?GGwrw ?nt Tk: p - e.:.naiqwin :oaarm. Anthony T. Tomtw III, P.E. et a sm.anys v tumanG..kc...eemwxnto-_e.nswnan,rmtxatanmstnyawnt knpedantmea:. at dntr•.,,.i uq inq .p ntn.s.ea:awni .`tnaa. pd =80083neP I4gasipnai( mlme:MM. tGan tonAnf.IGCtgnep.fnm EpsxnKtatkplAgl gamlSlrtlekMsdla,NSPgak4tekl'wlSCderid.evt/grprdplot 1r41taeetnerttps6.M1espldmtdn LsvRrpe,essk,igt nmuitms.mnd.ee,s 4451 St. Lucie Blvd. 1-K, tmdhtEamen.peeE pt¢.imaryapini1a tcetn,sb",stE.gsuis.ttmtruiyGnipm_mloss srat N4 gal Will". aAapWeJ,ra,mt.sgdtmgn?Na. Fort Pierce, FL 34946 C.yyrigptD 2416AlRaaifmss= s Anthonyi. lamha lll, P.E. Rapfniudw. al this dmwst,in.nyf.tm, is Rmhilited wah.unh. rtiW Rurmiesi..ft.e A I Ia.f 1IMM- Anih..y 1. lamb. llUL 4 s Type QtY PIY RYAN HOMES /LARGO v1 A0211900rJoRCLG1ALJ7Jack-Open 15 1 Job Referenceo tional Al rcooT busses, ron rlerce, rL wtuvo, aeslyn(wd ILIUsb.Wns runt. . ec I D:hA3xRN7kH8GY_sQsevncy2zOBnp-QkiZVg LW Ldr2Qpma3hRQwxOKnBQy?sRe IAfvKzxRyj 1- 0-0 7-0-0 1- 0-0 7-0-0 Dead Load Defl. = 118 in 0 sn NM eAJS 3x6 11 7- 0-0 7- 0-0 Plate Offsets (X Y)— 2'0-3-8 Edge) 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 0.98 Vert(LL) 0.10 5-8 818 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.24 5-8 350 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 4 n/a n/a BCDL 10.0 Code FBC2017TTP12014 Matrix -MP Wind(LL) 0.23 5-8 356 240 Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-6-12 oc bracing. REACTIONS. ( lb/size) 4 = 183/Mechanical 2 = 342/0-3-8 (min. 0-1-8) 5 = 90/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 = 133(LC 12) 2 = 92(LC 12) Max Grav 4 = 183(LC 1) 2 = 342(LC 1) 5 = 128(LC 3) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-517/26 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd= 116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL= 1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20. Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4 and 92 lb uplift at joint 2. LOAD CASE(S) Standard liniq Hitt? Nnxg%¢«nr: he'd 1116f'M N'l lK3A:1 t4Sfi J%mN 7S'JSON, t11P"'rSlRR:N'[[fiN krhs.inrtr t¢ipx::Mxt•xl xis x'ks Leers&jedc nl m,` wdlk lvibry l.hxk lB-P. _1de. Sxe6A _Gcl ekfraiu R1N Mr.D, xlr WLimm rlkN„Ixe.tttNx%1ceNk,a- %:ttrn.D.s:eEy'N.....ra sNr Or ,:a.,xxr sDDrwe.rmx;mNtdnsHw,:,eed xSq Iyr::rx:.%:n tiros x:yrdN<skrN r:a,d Fr lk roa er wNlH1.r,ee gr n,orr:,, sly wtnxr.:«;mro+.ry Anthony T. Tombo III, P.E. e xtx Ih .:eixmtaax P ugdaD mduen aeixms lax :leq dexttsit. ski ddNeNDxtxtfieN a t.::Ism-1N+tnq. I ye.ni,uxw%e Mu: k@t p 'irs4 = 80083 Ne e. lNlD ger xs trath tlletl MuIfi IDC d'hrrc8e (y2elandkek ld.p [ecpm IS hlr MeaN' 1[SGrel&ktk(. 816.A rn d efu gn 2geifar iPFI 4uri l%e nsrauYlnn xi&Iiesdlkl's. as<ae::ns Deap wxt wltsskmfi:hiFr nlec; 4451 St. Lucie Blvd. eNennse«mmrgt: Nnml%geN pt',tr.itrsy N4 r%tes tnhN. tk Nis Dern[,1-IsKIN 6eulq Denps,.utl:n, Sr,"hfrt dx,Nu'Iq. sll,xr.d:Na., x.xtdNN e. m.T Fort Pierce, FL 34946 epyrigkZ204A-I hol Lusaes Avthooy Llsmho ltl, P.E. litDmdunirm Dl this dotumesltm my form, is ptDhihited re:thout?he seineD parmissionfmm A 11301husses f.DMDDy E. EamhD':II, P.E. Job Truss Truss Type Qty Ply RYAN HOMES / LARGO v1 A0211901 WRCLGIAL M7G Jack -Closed Girder 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:33 2018 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-vxFxjOLz3fligaOy8mCgz8UOdB W Oh I4atyvCRmzxRyi 3-6-0 7-0-0 r 3-6-0 3-6-0 1.5x4 II 6x6 JUS26 3x6 II JUS26 4x4 = JUS26 3-6-0 7-0-0 3-6-0 3-6-0 1 Plate Offsets (X,Y)- 1:0-0-0,0-2-141, [2:0-1-8,0-1-81, [4:0-1-12,0-2-0], [5:0-4-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 4-5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.05 4-5 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Wind(LL) 0.03 4-5 999 240 Weight: 40 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-9 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 8-9-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1480/0-3-8 (min. 0-1-12) 4 = 1564/Mechanical Max Horz 1 = 138(LC 23) Max Uplift 1 = 422(LC 8) 4 = 523(LC 8) Max Grav 1 = 1480(LC 1) 4 = 1564(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2109/592 BOT CHORD 1-9=-643/1912, 5-9=-643/1912, 5-10=-643/1912, 4-10=-643/1912 WEBS 2-5=-427/1579, 2-4=-2152/724 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 422 lb uplift at joint 1 and 523 lb uplift at joint 4. 7) Use USP JUS26 (With 1Od nails into Girder & 1Od nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-6-12 from the left end to 5-6-12 to connect truss(es) B02 (1 ply 2x4 SP), B04 (1 ply 2x4 SP) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20. Concentrated Loads (lb) Vert:5=-832(F) 9=-832(F)10=-832(F) 6uzf riPtse aghteew daS i r."1rUiii'SEti ffNitCTHyfito€37fS;f'1_A°51t0'A:SNOA,i i'f%t'Mn. Px hwe pnxttsted ittt tatS st Qs'ia;E.yt:ramri,ICt:wf3.Afro-r.l..e ail,Pf.6rntut;aMFefne ag. Cets; mastK:;e skeia e?C6;Wr Y.el ewuA-pats dn'-§ea•titt hr tDrkM*aui S. i, 4 i¢;gxte e.BAi!agi 4t:a`wws i¢t es' 34Ewt bt Fd Ftwl'*p iy. :pgs3iln la hrk A#ht,ieyhi <s711t! 1kt 7jp e rRt 1111. .ir @; q[1S.rs7EiR±:: bsIIry ¢efK 3 b.lfi tta5ar tkarSadtegsx,µs:firh nt+m.w,:.5+mnru a r«e..5y,«,acr u.at wa a a-;5 rm.i.rgp,da{a t.tu ease-.t.:+,ape,a„r,;mryt.<=m.m.emP wrtrx ttsa d ' 1n't eryT Torbot:,RE. A,{tra Sa fF W t.M tr. Fi xes iC¢ £'e15#Mf It:G{IDjAttF.$A# I (# fl rt E t flil E'tt!$i'J: fiASeFlShe ¢tetTl f6Mt 3NiA[S:f IK(H.14<f[te}:4t5 df9et S et}gSt.i@.¢?PR f{}.FtN Hi M31;9Adf(hiY.S Si 4 800833 a3a*isr ds'»Nnttn9usgee! a*x:rA¢l+erp.rtct srd.N 91e4 tt52.srpEynrx ;; Ae tWceul,tnt ,cer+ss IthO!tphRtaar aerkq, ;'; cgih..' is zsrtat3,etisIN.L 44515 ...t4e Blvd. Fort Pierce, FL 34946 tRP7[I¢¢IY`':DI6¢-Er@@{titSS@S-kN¢@@Y t. tfl@t fl ii.Pi. 1ttPtfltlU(i;P@Pt<EFTS@'@(RRrtR{.1@URj't'3E:33Pr@¢?1(II¢*a¢@b 16t klliitR PN1@ISSiIIf 4mR d-I lPflt t(pSSt3-}.@ih@@J . tIIM:¢P t¢. P.L. Job Truss Truss Type Qty Ply HOMES / LARGO V1 A0211902 WRCLGIAL VM3 Valley 1 1 RYAN Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:33 2018 Page 1 ID:hA3xRN7kHBGY_sQsevncy2zOB np-vxFxjOLz3fligaOyBmCgz8U Pd Bk3hS6atyvCRmzxRyi 3-0-0 3-0-0 2xa 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 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc 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) 1 = 90/2-11-6 (min. 0-1-8) 2 = 67/2-11-6 (min. 0-1-8) 3 = 22/2-11-6 (min. 0-1-8) Max Horz 1 = 46(LC 12) Max Uplift 1 = 22(LC 12) 2 = 53(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI(fPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard t. fexy.lhne:aaryilr;em+ae'4!PTi 1tU5i:>;'SELCI'e EED?ttE!:G:1CC4kG,AS:CICM'gRri k'SACYii6kfMY M«. i«fi ass rn>;a«s d,meek:ee{ts'ms ksge ErnwitC€`rd Ae Egsm l.:wie lR,r:.tA«e.t Sknkh,e.0 tks: eikr*iu uiei.fe;ta,afr w!n w««xs:b knx «e n4aa,obt er s k:tpnc , j :n +e as : « lac en na p,'a a, .rulTn. w aurd u l ,ram Ix «mi x :: v : mt Anthony T. Tomtio lii, RE, aine0d 1 : k . auq,y,nneaum pe « « ky. «d kmgi qe« oe a/ k1, G «kak :w«a st. rxapMdtl s ari'm da ns, W*tV.I.,,,ua. sdk«3u,cktx,waa,t # 80083 e ,t1 «wiaa.x to ,s«. as rams n«.:,wr.x.t,e Kwa.rc.,x ti,a.anta.r i aE ttt.rm«.,a i ., INa na ryn.« ,,wz :. t :,,«.t n ,r.«as.,w m«,, n, 4451 Sr Lucie Blvd, eF«.waneire:a vsq.(^!.e„ ytrm,page,,,ri.rl.'kinaD„ Eyw.na t+r x5„ .«r,sat+sr:«i aan.,met.irur xad x:a,r. dAtnd Fort Pierce, FL 34946 Eopyrigb,S ipldh-1 taoi lnisrs-Antlecy t.lambe!II, P.E. Eepmilviri eithis daomeat ineny(U.; is prn4ibifei.AQVI Ilimitten pnminiaafiom A-!t«d lanes-Artheityl. tar„he III, P.E. Job Truss Truss Type Qty WRCLG1AL VM5 Valley 1 PIY 1 RYANHOMES/LARGOsjl A0211903 Job Reference (optional) At Root I russes, Fort Pierce, FL 34946, design@altruss.com Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MiTek Industries, Inc. Mon Jan 8 11:20:34 2018 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-N7pJwMMbgzuZl kz8iUjvWLOaKb4GQvMk6cfmzCzxRyh 5-0-0 5-0-0 2x4 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 4-11-6. lb) - Max Horz 1= 86(LC 12) Max Uplift All uplift 100 Its or less at joint(s) 1, 3 except 5=-104(LC 12) Max Grav All reactions 250 lb or, less at joint(s) 1,3,5,4 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-183/320 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 5=104. LOAD CASE(S) Standard A'ara3-nent;Jeraa seHrr qe'!d i9sTltlSi>rSiL fit[Et€ iYMil CPE;t;'dK;rSiCY.;iarrrj riit9K;i4EAYSl' Ma.lot, t[sa rawesas ai IM wa;a rds;an C;.f;. uralilPP atY¢e 3ieca! I. iesbt Ih,i;. E Msw, Step Mot nt, tlrkt; de,rst nxri ake 3D,Ah ai:rl[weM , sk`,k+tNMGt 1PPg9nW : r. ss rtfga &pae r. Sareshe €gam fedaaq to6 nx x:atm, at xer ard.gatny x:µ+s3ik?h ae4.gad6rtghh ttyktef ar [IBed Inl 'x ktyt rat' -a /•na:+n; wLEew Anthony T. Tornbo I", P.E. ai.tedtY 1 Mm W/fyar ,pewtivdw3 ,D•::+m4naa •te ryeds4la•'aryir ga,'vae,xat de ffi,te N'ae a^4dcaen{Ikgpnddat ldar seta edit .tt,an9E;>,a.ahxa ay haal sMtkix va•D'7tt i ftrt l`tun,•adrtmaar .watt: sew,etreaea•ra n.e nrraro y owedwn m tcir:r unte! ,rsxtmtdumdwea.•d,rn,. m.ataes .t .d rntwcnttra<1 rand ? 80083 xla.tat,rrds)r;a;rsgtrf nt.e,mgparsm.ef. 7a [•nt Pt pa: aer - ` `` r-"`t xP'a,'I`ts 4451. St :.ucte Blvd. trp hy.es;; ereih:esyw,ar nStha iraeadm i.R.tiy. ,3 oElsaeisos; at r, aCui MlrFl. C hl €t)2i116A1Caa77nsus-Anttte Ltt.bt ll., P.E. @rtdnetitn ti this lkamt. itta' I•n; is rahihisd.ah.1 thecinet et.izsiat fit. A-11.0 innes-Aelhtt Lic.ha lll: P.E. Fart Pierce, FL 34946 tPP4 Y P Y• P P Y JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 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 King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC IAttachEndJack's Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC 2 BC (Typ) 0 1 ti 3ch Corner Jack's 2) 16d Toe Nails TC & BC (Typ) inay iNn:r.•rir,.istdt?3tili?SPi'4€I;t,,.o Of i?#y,4i;0C1C„ilSt.A";A:f!`3kfia5'.!`Hf'zu.. iel/wppvwrwtm#i tw4xs hwr kcgeke+;'S3;-s3 e lahsri 4rsN N.}#ia4 eaeSb bAua+:e a rsaa•iia+hiBaSe'.rrJr ::: .• ..:: p7<aiix°aptrsis xiafu gsdelislt nza 4 a.sp:sapta«,ors+au;[i3gs«.,aa,u a nasNw gm,ay=.,pr,.;ro+:t a:aeaxE.t,a cy:}s rrt;,a aw.rxin ayr s+s,sd gws.i a; nt7onyT,7a rtc•3}I,D.£.. 1 • 4i4mt6 ad:m az sewssswv413 ed kaa sag pads cd blxeegtsm m? xen & Ma uiHfPad Rex ,4p nr,aadpd za lMld u m aA nsdin dst.ipu ira.i8 pxsud ss: secEWa au 44451St. LudeBlvd:- ow• ekhst::evsa:d:rwm,agkppe:nmd+d r.t ssas:.by,ca;ssl7x, .mss.vsa;apadop3,:tfi>g t v:,,s.F i •xa .:: . . sgytigit 2Ut6{I[eaFtrxsus Aetlesp T.i¢sb¢Ilitt EnodniacdllisdaEussac:.ia say tsrw, is pcm4ihitri.ilh¢ar 3sritt gamiss:xbard A•I tcd Tirse> 4nd s,f i¢AaEiI, P.[.• FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1' - 3' MAX. IAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENOS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES @ F_ 24' O.C. 2XG 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 (MINJ. 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 IAGONAL BRACE 'TO BLOCKING WITH 5) - 10d COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONGSIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICALNAILINGSCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 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. ALL BRACING METHODS SHOWN ON PAGE i ARE VALIDellANDARETOBEFASTENEDTOTHESCABSOR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. UKAL TRUSS n in STRUCTURAL AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING GABLE TRUSS / MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR STRUCTURAL GABLES WITH INLAYED / STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS JULY 17, 2017 I STANDARDCONNECTAI ACK TRUSS I STDTL04 s THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. s NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24- O.C. OR LESS. A- 1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409- 1010 PIGGYBACK TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS SPACING NOT TO EXCEED 24' O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8' TEE - LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR ( 4) 6d (1.5- X 0.099-) NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. tlaut Fkeu ee ii±.a.Ia'iI tBW..tPd{ki iR.R:ii 6f(tllE r([i9.t1C9&,`R.^,idlSsiuNit4'.it; csd?E%'tf 4ta. Ya1t ki:p,.exeMn d sai aSr was4 tas Ae:7n#crep; t5:aii3e moves i taab' lat. ta.es:ssdsdae n 3'w+srvxxne s:eixae I!P aK ': Nifn ess rpd+skdie tiSrae itBwku'l.f elp;i&s eiape. <qua!ixy Reidam;i#repr whmxegaxe[f:pdasseeN mmm3q spa-ia i.4 asydatt s issk klwxe':.wsa;'A'Tu d•vgasait=.a tad 3reii+i#s-: Antfiany F lernbol:i:•P.E. •- rraHana ttcsaes:p irga3. swasaitrrs& a.3t0»easxM-nt mx:NHtnFanS+a,#9ttmi2ndAeN(,aelx+ct hutf«rk :eseakP: kempridthrc&mm.asp ieN»u aaeasmF;np,.gex,.ialpmeedra.jsidN'xn:lm 3 -s 80083 Fil4451SudeBlvd. P' elce,FC '3c9Af teppttbl . 14t4 kltcatinsses-Aat#spi.IdsEm IH,P:F.. 4prointioa of lies dmu—s, it aa?Emas,€sp okiyud.hwtb_e wriaea pwaassim, Item Al taoi lrasm Aril'. 1, combo iti, P.t-r. _. JULY 17, 2017 TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05 A-1 ROOF TRUSSES 44r't CT i i triF Ri vn FOF SECURE VALLEY TRUSS W/ ONE ROW OF 10d NAILS 6' O.C. DETAIL A GENERAL SPECIFICATIONS: 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL 'A'. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NDS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. E END, COMMON iS, OR GIRDER TRUSS TRUSS CRITERIA: WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE: 1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF ATTACH 2X4 CONTINUOUS #2 MAX SPACING = 24' O.C. (BASE AND VALLEY) SYP TO THE ROOF W/ TWO USP MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. WS45 (1/4- X 4.5-) WOOD SCREWS INTO EACH BASE TRUSS. qx.?kae iiuw¢tirener#'3-itlln:..iS(Sfti..ins».r>btSGWfis[(q1:?dd;2[L!'JUrd:.a#(p['dI`ara. 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TombSP08t7 IF[, P.E. 4 ! t x.x Am{aWestPil pus#Peal#i'x3mia.bhr umrtots:ucxny.,maxtr§w.atxx;ta#respnawtd- $c1c183 ksF @ naer is rtxr dSx+!s set sdmhE49 d RcJ!as; xA p bl4est`ac ca MSo.N h-M w;0.k pM:N 51 f?-a ':a€e @umim r e. ls e: nrus :a.: swaresd#r 6.. wr!.tes::ssv [z xmk.ss»aac r..rkss 1 1S7 SL wde Blvd. ak.^.ttleceaitaEwoa[f€+M+a.ragx rsFes d zi, Yu lass 6nye%rtsT brd ieu,,ce r,ys Trots 4lxfaE taeudem twYaq tri:ea;a rr na#eiu;Nd s ' Fort 7terte, FL 34946 aprs ht 29i6kPPraEirasitt-Aa6aryT;Ta eAl,p£. 11prcdmoaef6€edo!eaml:ia f4rar;itpraki'T•ikda:thoothe .inmperaissimIt mklAoalJratsrs-{ethayl imcCnlll;9.F: - _ JULY 17, 2017 AMft A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 SECURE W/C VALLEY TRUSS TYPICAL) TRUSSED VALLEY SET DETAIL I[a II:e GENERAL SPECIFICATIONS: 1. 'NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. 3. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE PER DETAIL A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN DRAWINGS. 5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. 6. NAILING DONE PER NDS - 01. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. TRUSS, OR GIRDER TRUSS NO SHEATHING) N.T.S. BASE TRUSSES 11 GABLE END, COMMON TRUSS, OR GIRDER VALLEY TRUSS TRUSS P 2 ( TYPICAL) SEE DETAIL BELOW(fYP) WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 170 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE WIND DURATION OF LOAD INCREASE: 1.60 ATTACH 2X4 CONTINUOUS #2 MAX TOP CHORD TOTAL LOAD = 50 PSF SYP TO THE ROOF W/TWO LISP SPACING = 24' O.C. (BASE AND VALLEY) WS3 (1/4- X 3-) WOOD SCREWS MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. INTO EACH BASE TRUSS. 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Fl +'as ik epr k'-' 5iwt snasd l (x zi cae xaaw ad u,ebxe_ fcxs. 44 1 St 'tune I €wd: V , a. kriG a as s•a+sc. ; t i, b- ' ,. rx s ,rt a: a.r warosa^[ s>,wer d za _ Percc, FL 34946 fepyr' 4if 4Pi§i-f 4eafi€asu3 AM4asrl.ia i.P,L=R+s 2i a{t.da€mcrat.ia ae. fs s,,apra4n`t ed baat6e i0&n pera st,sn tram A l aaAFreorez Astkax+T tsalba [fL P,E JULY 17, 2017 TRUSSED VALLEY SET D HIGH WIND VELOCIT STDTL07 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 7724409-1010 ATTAC WIND DESIGN PER ASCE 7-98, ASCE 7-( WIND DESIGN PER ASCE 7-10: 170 MPF MAX MEAN ROOF HEIGHT = 30 FEET CATERGORY II BUILDING EXPOSURE B OR C WIND DURATION OF LOAD INCREASE: 1 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24" O.C. (BASE AND VA SUPPORTING TRUSSES DIRECTLY LIND...,," DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10' ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH BOTTOM CHORD NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CLIP MUST BE APPLIED TO CHORD, CLIP MAY BE APPLIED THIS FACE WHEN PITCH TO EITHER FACE. EXCEEDS 6/12 (MAXIMUM 12/12 PITCH) rmq $ksx •+gdiansx '; 1.d:'1F tC xij.,a,:T" elf t°EM„iS(Sff'T _i to i d:'K3?4Y;KKKIii[AM(Pm: Yx S Ar:ipgaaeaw mt;rbs •s,pspbr..:b'ea4etII,, %:E; idxee:r ta 5r n'ne .as x;se wnrfW; ! IG +d mreva pAes smdsa ,ar' 'krrad. ksxli ss&v} e,. St'dtTM blare;fi! x m s6redr,.Ksmue,p :xrk 'essronr s•ag,Mpm, b ha d ar,»ta Ai;s #+aetwlk.P4u4 mmriNt.P :.!ti axt+ M1sf "dvlq aNR s«iL4 Amnon T Tombc 111, PF, pd e'ar ros5r to doapsanr rlmfaFnateerr Ra Gxssa.aarlxi eMaas b' t,t 4Fa,'9fRx ld•itMf tsflM s@Rf lv urns eauxi gim¢`x<#,eleadxr:rt+e sk7a[f ixpvsm;r Yd' gpr+rYiCe fie@aaa a*s €aN+: R#3s383 4 51 uuci,bnrd: wc iEaef a{a +rtka wm,oee»,rg is m,txrrs d Nt>Nssrr<p r xeraAa?r>< pre}ve.aixs tsra:a{sl r as::dnp xaE ;dma sfre, tam{ _ f €tP;ece L3a9,46 Caagi4hS Z2016d-i ialliiiw- Anlheadi Ta*o III, F.E ir"Dduaima d Ais dmmr,rsaayhra, it praA•bP.dd raBentthe seem ptraissi bwJ,Itoot r s't's'iah. rfi, iambs a P.F-, STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS 7z; VERTI STUD SECTION B-B A-1 ROOF TRUSSES I - 4451 ST. LUCIE BLVD, FORT PIERCE, FI 34946 772-409-1010 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. STDTL08 VERTICAL 2X6 SP OR SPF STUDP2X 4 2 DIAGONAL BRACE 4) - 16d NAILS16d NAILS SPACED 6' D.C. 2) lOd NAILS INTO 2X62X6 SP OR SPF #2 2X4 SP OR SPF #2L HORIZONTAL NAILED TO RTICALS SECTION A -A W/(4) - IOd NAILS 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, ROOF B 3X4 = PLYWOOD SHEATHSTO SPF IBLOCOK A 1 SHEATHING v DIAGONAL BRACING F9(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' D.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF, DIAPHRAGM AT 4' - 0' O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD EFLECTION MEETS OR EXCEEEOS L/240. DIAG. BRACE B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 1/3 POINTS 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE IF SES NEEDED TRUS 10. IOd AND 16d NAILS ARE 0131'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 GRACE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE1 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP#3/STUD 12'0.C. 3-8-10 5.6-11 6-6-11 11-1-13 2X4 SP #3 / 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. 3.6-11 4-9-12 6-0-11 10-8-0 2X4 SP #2 24, O.C. 3-14 3-11-3 1 6-2-9 1 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 DISTANCE. BRACE MUST COVER 90Y OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. 2) - IOd NAILS TRUSSES @ 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 MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS. FEBRUARY 17, 2017 T-BRACE / I -BRACE DETAIL I STDTL09 WITH 2X BRACE ONLY NOTES: I 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. ter.. ra 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 SPACING BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS I STDTL10 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, 2XG 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOT E 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 ILLUSTRATE BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE 772409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING A TTACH' TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH EB WITH (3) - 10d SCAB WITH (3) - 10d TO TOP CHORD (0.131' X 3') NAILS (0.131' X 3'). r ATTACH TO VERTICAL I NAILS (0.131' X 3') BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING ANCHOR TO ATTACH TO BOTTOM CHORD TRUSS ATTACH TO VERTICAL WEB WITH (3) - 10d NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') 2X6 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0.216' OIAJ INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0,131' X 31) EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409-1010 NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45" WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN). 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. 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 J 135 93.5 85.6 74.2 72.6 63.4 ri 162 108.8 99.6 86.4 84.5 73.8 128 74.2 67.9 58.9 57.6 50.3 Zz0J 131 75.9 69.5 60.3 59.0 51.1 in 148 81.4 74.5 64.6 63.2 52.5 N M THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELDW. 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: j NEAR SIDE 3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD NEAR SIDE FOR LOAD DURATION INCREASE OF 1.15: 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' 45.00' SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00' FEBRUARY 17, 2017 I UPLIFT TOE -NAIL DETAIL I STDTL12 r A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. TOE -NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S LD 131 59 46 32 30 20z O J 135 60 48 33 30 20 UiM 162 72 58 39 37 25 J C7 128 54 42 28 27 19 LD Z Z 131 55 43 29 28 19 W 148 62 48 34 31 21J Lo I V Q Z 120 51 39 27 26 17 CD Z 128 49 38 26 25 17 O 131 51 39 27 26 17J 148 57 44 31 28 20 M 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. 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 (OOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO FOR WIND OOL OF 1.60: 3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WINO) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIN 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 L TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY L NAIL NAIL SIDE VIEW END VIEW FEBRUARY 5, 2016 1 TYP 2x2 NAILER ATTACHMENT I STDTLI3 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 x 4 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-101 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 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 STDTL14 4) 12d MAX 30" (2'-6") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 FEBRUARY 17, 2017 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES awe: A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE, FL 34946 772.409-1010 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' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' D.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER END ISTANCE. 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 ZN 1 BREAK 3 10d NAILS NEAR SIDE IGURATION10dNAILSFARSIDEy' Alt, ANDTRUSBREAK FLOCATIONS FOR ILLUSTRATIONS ONLY X' MIN — 6' MIN 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 G' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE 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 ISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 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. TOTAL NUMBER OF NAILS EACH SIDE OF BREAK X INCHES) MAXIMUM FORCE (LBS) IS% LOAD DURATION SIP OF SPF HF 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 DURATION FACTOR: 115 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2X6 PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS WITH TWO ROWS OF IOd COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C. 2. THE END DISTANCE, EDGE ISTANCE, 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 M FLORIDAA"i' 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 772-409-1010 Office 772-409-1015 Fax www.AItruss.com S 00 STRUCTURAL L"1^Ni Ji=CTCiR A yN1iTiik' 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 Tl JUS24 1881, 655 750 820 510 4) - 10d (Header) FL821.39, 2) - 10d (Joist) 11- 0510.01, RR 25779 LU524 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) - lOd (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) -15d (Carried Member - Face Mount) 6) -10d (Carried Member -Top Flange) 22) -16d (Face - Face Mount) 2) -16d (Face - Top Flange) 4) - 16d (Top - Tap 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) - lOd x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 11) - Max 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) d 4V f w_ 11 Iowa STRUCTURAL CONNFC:TORS` A Wsk' Companyr Hangers Allowable Load (lbs) 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 HHU526-2 2785 3155 3405 1550 14) - 16d (Face) 6) - 16d (Joist) HTU26-2 2940 3340 3600 2175 20) -10d (Carried Member - Max Nailing) 20) - 15d (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 HHU528-2 4210 4770 5140 2000 22) - 16d (Face) 8) - 16d (Joist) HTU28-2 3820 4340 4680 3485 26) -10d (Carried Member - Max Nailing) 16) - 16d (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 HHU546 2790 3160 3410 1550 14) -16d (Face) 6) -16d (Joist) SP STRUCTURAL C:f`iEVNF('Tc7RS" A MTek' Company Hangers Allowable Load (lbs) 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 T9 THD48 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - lOd (Joist) 06- 0921.05, RR 25843 13116-R HHU548 4210 4770 5140 2000 22) -16d (Face) 8) -16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - lOd (Joist) 06- 0921.05, RR 25779 13116-R HGU526-2 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 2155 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 7450 7460 7450 3235 36) - 15d (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) S q;h.ao STRUCTURAL CONNECTORS" A Wek` Company Fastener Comparison Table Connector Schedule Group label LISP Stock No Required Fasteners Reference No Required Fasteners 4) - 10d (Header) 4) -10d (Header) T1 JUS24 LUS24 2) - 10d (Joist) 2) - IOd (Joist) 4) - lOd (Header) 4) - lOd (Header) T2 JUS26 LUS26 4) - 10d (Joist) 4) - IOd (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) - IOd x 1-112 (Carried Member) 18) - 16d (Face) 12) - 10d x 1-1/2 (Joist) 20) - lod 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) TS THD26-2 HHUS26-2 12) - 10d (Joist) 6) -16d (Joist) 28) - 16d (Face) 26)- lodx 1-112 (Carried Member- Max Nailing) T6 THD28 HTU28 16) - lod x 1-1/2 (Joist) 26) - 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) 21) -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) 02) -16d (Joist) usp STRUCTURAL CONNECTORS" AM ffii k.-* Company JUS24 JUS26 MSH422 7 THD26 THD26-2 THD28 THD28-2 THD46 THDH26-2'' THDH26-3 THDH28-2 THDH28-3 REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe the issue or damage, and email to design@altruss.com. Engineering sheets correctly marked with the issue / damage are required. NOTE: Photos of the issue / damage can be included with the engineering sheet, but pictures by themselves are in most cases not very helpful. 1. Do not attempt to repair truss until contacting truss manufacturer for recommended repair. 2. If there are any special circumstances (sheeted, ductwork or similar obstructions, etc.) please make sure you note it on the drawing or email request. 3. We cannot provide sealed drawings for "field built" trusses. 4. See example markup details below. BREAK: Use a line to denote the MISSING I DAMAGED PLATE: a exact location of the 'break Circle Missing or Damaged Plate 22 1 3 4 5 e T 8 9 t It 12 13 1 MM8071, bPOP OWN ALTERNATE! REVISED BEARING LOCAMON: i Draw in new location of bearing, and prmAe dimension of it's location " MISSING PIECE: Ifthere are multiple breaks, resulting in missing Mi l TRUSS MODIFICATION: 7 If truss is too long 1 short, provide detailed sketch and provide dimensions as needed. BREAK: Use a line to SPLIT I CRACK: Denote exact location of denote exact location of break 4 damage, and provide length if greater than 12" i MISSING I DAMAGED PLATE: Circle (Missing or Damaged Plate DEFLECTION ( CROWN: Denote exact location of where the start andl 1' out of planeE? I stop of the issue, as well as dimensions of where the issue occurs. io l6' ........................................ 14_:, 01..__........._. ry 72 t; C-1 b CJ° III J41 C III F02 III F02 III 12 F; i I T o" 2' O , 2- 0 2. 0' 12' U•. 2' U" '. 3 0' 2 U 2, U' 2'0" 2 U '.: 2 U• .5 FL1U FUI j it FUl ^. F'L(h s i rr FUx FL04 F1,03 4.21/4"` FUt3 Ff11 4 it FL71 FUJI BuilderBy FLO1 .,- E01 I r I 0iN F E. ry Flnl 1' .101/4" r; ry , 8` 8' 2P 4' 30' 0" 5 r- 3 5/8%.- 5 5 8I I[ 11 011 roar LC) a m 1t on HATCH LEGEND 8' - 8" A.F.F. 18' -1 7/8" A.F.F- Notify truss manufacturer if material is other than shingle. uNLEss NOTED oTHERwISEj E = v e : e . NOTE: ALL CEILING DROPS BELOW BEAM ARE e o = e - BY BUILDER (UNLESS NOTED OTHERWISE) v e - NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS J.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. 1 n = = T' ^ v t [ S -`- ' o 0 REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER v e E TO BCSI-03 AND/OR ENGINEER OF RECORD r+, „ REPRESENTS THE LEFT SIDE OF- a. EACH TRUSS DRAWING e v s 3 E o = s ` o JUS24 THD46TjLi1V r-. i ^ U U U Bj 1US26 tv MSH422 cJtX 11 E o e- THDzs v> Mus2sCTHD28Li O-33. THD26-2 C15 1, u, THD28-2CF N j u' IU546- hBe HANGER BY BUILDER s _ - LOADING ROOF FLOOR WIND LOAD o LIVE LOAD 20 40 ASCE 7-10 p~ v u DEAD LOAD 10 10 LIVE LOAD SO* 0 CATEGORY 11 a 1fx g e E L 9 6 - oomc=i DEAD LOAD 10 5 ENCLOSED a .._ .. ._. .. TOTAL LOAD 40 55 FBC-2017 DURATION FACTOR 125 100 7P1- 2014 REV DATE BY REMARKS AO.i t s-- o n - z e e 9 e- gT-----'"» En= ry 01 12(09/2016 1T REVISED STAIR OPENING / CLOSET ABOVE STAIRS- 02 03/Z7/2017 ECC REVISED FOR 7J(680TTOM RIBBION. 4 .. ... Mµ0"M-7 r` - .., 03 11(13J2017 Jt RELOCATE FL11 AT STAIR OPENING 04 12/07/2017 IT CODE UPDATEA yr_•; r i I m r g e It is understood that above conditions have been reviewed APPROVED AtliIareacceptable for the APPROVED AS NOTEDfabricationattrusses, A elevatlons,pitches, overhangs, Ej REV15E AND RESUBMITfascias,ceiling iJ elevations/pitches, bearing EJECTEDR conditionsall detail a - - e 1 CJ5 c texingtrussplacementtbackchareswdftreacceptedwithou9previouswttenDATE a e s C13 z 0 B04 approval from an A-1 Roof Trusses re resentative. REVIEWED BY o e PLAN DATE ARCH: --/--/---- STRUCT: E 13112 CUSTOMER RYAN HOMES E JOB NAME LARGOv1 "A" 5 OPTION( S) LANAI CJ3 a e 73 171 I y COMMNTY 7 C17 LOT a i U J. ... L... - .........=.,....... -a -,. •-,....... _ u U BLDG BLDG- 6' F' 21' 4' TYPE JOB # MASTER WRCLGIAIL- u- 5 . — DRAWN SCALE DATE 12/019/2016 A IV. ES. AREA CA[C 25 2 11011 VALLEY A- " RROE TRU55E5.— s gf s - FLOOR ROO 1292 ., 278 A FASCIAHIP LINE 30 300, iS3 . FLORIDA CORPORATc)IN Ph 772-409-10101 Fax 772-409-1015 LINE 17.,A KLLU,a COPY City of Sanford. Building and Fire Prevention Product Approval Specification F Permit # Project Location Addresse; 16 f gUILD,y\ c SAMFohp As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabui[ding.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 Sliding Ply Gem 4780 SGD 14634.2 - R1 Sectional Wayne Dalton 9100 - #0600 / #0607 9174.11 8174.20 - R11 Roll Up Automatic Other 2. Windows Single Hung Ply Gem 4712 4812 14039.1 14039.2 - R2 Horizontal Slider Casement Double Hung Fixed Awning Pass Through Projected Mullions Ply Gem 4700 15264 - R1 Wind Breaker Dual Action Other June 2014 1 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils Inc. Aluminum Soffit PaneI5 12194 - R5 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed Corp. CertainTeed Asphalt Roofing Shingles 5444 - R11 Underlayments InterWrap Inc. Rhino Roof Underlayment 151216 - R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium Metals Inc. MMI-213 Off Ridge Vent 16568.2 - R1 Other 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 Lott's Concrete Products Lintel 17867 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print),:, Vicky Otero June 2014 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 RIPCORDTm, 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, oh concrete, masonry and DensGloss 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 P1Us Self -Adhered Flashing is available in 75 (229 m) rolls in widths of 4", 6", 9" and 12" (100, 150,225 and 300 mm), The 4" 100 mm) width is packaged 18 rolls per car- ton; the 6" (150 mm) is packaged 12 rolls per carton; and the 9" and 12" (225 and 300 mm) are packaged 6 rolls per carton. LIMITATIONS Grace Vycor 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 Hashing if the specific formu- lation does not contain hydrocarbon solvents: silicone, acrylic, butyl, I -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 Liquid -Applied Bastomeric Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test' Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Bastomers-Tension ASTM D570 Standard Test Method for Water Absorption of Plastics ASTM D903 Standard Test Method for Peel or Stripping Strength of Adhesive Bonds ASTM D1876 Standard Test Method for Peel Resistance of Adhesives (l 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 FtEXIME FUSHING 07650 Grace Construction Products PHYSICAL/CHEMICAL PROPERTIES See Table 1. 5. Installation STORAGE Protect materials from rain and physical dam- age. Pallets of Grace Vycor Plus Self -Adhered Flashing should not. be double stacked on the jobsite, Provide cover on top and all sides, allow- ing for adequate ventilation, Store this product in its original, unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees C), under dry conditions and away from exposure to direct sunlight. Store all prod- ucts in a dry area away from high heat, flames or sparks, Store only as much material at point of use as is required for each day's work. ENVIRONMENTAL CONDITIONS Grace Vycor Plus Self -Adhered Hashing can- not be applied to moist or damp surfaces. After 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, spalled 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 tap- ing with a clean dry cloth or brush. If the flash- ing does not adhere properly to the substrate, apply Perm -A Barrier WB Primer at a coverage rate of 250 - 350 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, mink 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 Jhle.,shing.le principle: Apply the top membrane layer over the bottom layer so that the system sheds water. For ease' of installation, Grace .Vycor Plus Self -Adhered Hdshing has measurepark- ings at 6" and 12" (152 and 305 mm) intervals. Cut Vycor Plus into appropriate lengths, dQ. j SPE6DATA° and MANU-SPECe ore registered trademarla of Reed 9sevier Inc, The ten pad SPEGDATA format conforms to the editorial style Reed Construction Use RIPCORD to split the release paper and adhere half of the membrane, if necessary. Peel release paper from roll to expose rub- berized asphalt and position flashing to cen- ter over joint location before applying, Move along opening or joint, being careful to put flashing as evenly as possible over the open- ing and avoiding fishmouths along the edges. Roll flashing firmly into place to ensure contin- uous and intimate contact with the substrate. If wrinkles develop, carefully cut out affect- ed area and replace in the similar procedure outlined above. The repair piece also must be pressed into place as soon as possible to ensure continuous and intimate contact with the substrate, Grace Vycor Plus Self -Adhered Flashing must be continuously supported by the sub- strate and must not span or bridgb joints, gaps or voids in excess of 1/4" (6A 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 Flashing 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, FLEXIBLE FLASHING' ' 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPERTIES OF GRACE VYCOR PLUS SELF -ADHERED 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, 60 pit (875 N/m) width ASTM D1876 Modified 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 SourcO Additional product information is available from the manufacturer, COST Grace Vycor Plus Self -Adhered Flashing is competitively priced, For specific information, contact a.Grace Construction Products repre- sbhtative, 1 W. R Grace & Co. -Conn. hopes the information here will be helpful. B is based upon data and knowledge considered to be true and accu- rate and is offered for the users' consideration, investigation and ver- ification, but we do not warrant the results to be obtained. Please read all statements, recommendations and suggestions in canjunc tion Wth our conditions of sole, 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. 9. ace & Co. Conn. 62 Whittemore Avenue, Combridge, MA 02140. In Conoda, Grace Conoda Ina, 294 Clements Road, West, Ajax, Ontario, Canada LIS 3C6r Bituthene, Perm -A Barrier and Vycor are registered trademarks, and RIPCORD Is a trademark of W. R. Grace & Co.' -Conn. DensGloss Gold is registered trademark of Georgia-Pacific Corporation. Copyright 2004 W, R. Grace & Co. -Conn. - TP-098E . Printed in the U.S.A. 8104 AFSRI/3M AL ! SPEGDATA° and MANU-SPEC° are registered Trademarks of Reed &eAer Inc The ten porf SPEGDATA (armor conforms to the edRodol style Of.Reed COr1StrlICtlOn dashing Appiicbt on Instructions for Windows WINDOW INSTALLATION META®® A: BEFORE WEATHER -RESISTIVE BARRIER Based on the climatic conditions and the exposure of the window, there are a number of different flashing options. The method below is only one of the recommended options (see Detail VCRDET-102) which meets AAMA criteria. Refer to the subsequent details (VCRDET-100 to 106) for additional flashing options located on pages 27-33. Step One: Pre-cut the Grace Vycor Plus flashing using the measurement markings. lkS 4FAl I p tdb. 3 a a 5 w« . The length of the flashing should extend beyond the sill equal to the width of the jamb flashing (see Table 1, page 8). Step Two: Before installing flashing on sill and jambs, locate the RIPCORD. Split the release paper in half allowing for easy installation. Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches upon each side. Apply to win- dowsill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of win- dow sill upward. Roll firmly into place as necessary. Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive barrier. 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 con- tinuous substrate. (ASTM does not require a sealant on top of window flange when using self -adhered flashing.] Flashing. pp ia''; ion ldst uctions for Windows WINDOW INSTALLATION: METHOD A BEFORE WEATHER -RESISTIVE BARRIER (continued) fd 4 7 e di 1N 5f Yr a n- 2 5%izz e Step Four: Apply the pre-cut jamb flashing onto the nailing flange. Position above the head flange. Unroll flashing and expose adhesive by removing the release paper. Roll firmly into place as necessary. Repeat on the other side. Step Five: Install the pre-cut flashing over window head flange by removing release paper. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. Step Six: Install weather - resistive barrier as per manufacturer's recommendations. Position weather - resistive barrier under sill flashing. Remove remaining half of the release paper from the sill flashing. Adhere to weather -resistive barrier to ensure a water shedding tie-in lashing Applk" tion-Instructions foi:Windows WINDOW INSTAIIATI I METHOD EB: AFTER WEATHER -RESISTIVE BARRIER In this option (see Detail VCADET--100) the weather -resistive barrier has already been installed before the window and flashing. I Step One: Gut 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. lashipg Application Instructions for Windows WINDOW INSTALLATION. METHOD 6 AFTER WEATHER -RESISTIVE BARRIER (continued) Step Four: Reroll the pre-cut flashing. Position inside of rough opening on the vertical jamb. Apply flashing to window sill by removing half of the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of window sill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb flashings. Install window as per 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. 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 VCRDEF--107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. Flushin `"A l cafiion lnstructiions for Windows9PP WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) i tp s N x r Step Six: Install pre-cutflashing over the window head flange by removing release paper, exposing the adhe- sive. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. l'i`i-u i tiTV'. I 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 he long enough to direct water overthe nailing flange of the last course of siding see Detail VGRDET 107). Trim excess flashing that hangs below the nailing flange. Discard in appropriate manner. Note: These same steps can he used for other accessory openings i.e. under doors, electrical outlets). Idshing Application Instructions for Doors s! di i C, ; Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. 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 harrier as per manufacturers recom- mendation. Gut outthe weather -resistive harrier 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 VCRD ET-201. Repeat an 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 t1r indoW VCRDET-100 Flashing Installation After Weather -Resistive Barrier MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR® PLUS - rWEATHER- RESISi1VE 11 BARwFl2 TAPE i ABSEMBLID VANOWIJ 3 s 3 s. WEATHER- FOLD UP WEATHER - RESISTIVE RESISTIVE BARRIER & BARRIER -\ TEMPORARILY SECURE DO NOT FLASH OVER BOTTOM NAILING FLANGE Flanged EI[7indow VCRDET-101 Option 1- Low Exposure NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR® PLUS --I RE GRACE VYCOR ®PLUS DO NOT FLASH OVER - BOTTOM NAILING FLANGE EXTERIOR SHEATHING SILL PLATE SEE VCRDET-106 FOR OPTIONS) Head flashing tie-in instructions: 1. Cut, fold up and temporarily secure weather -resistive barrier above header to allow for flashing installation 00 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 GRACE VYCOO PLUS of window sill plate I, i- 4. Install Grace Vycor Plus in order shown by numbers 5. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 6. Detail also relevant for Grace VycorV40 Notes: EXTERIOR SHEATHING 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD° (Split Release on Demand) can be SILL PLATE removed from Grace Vycor Plus for ease of SEE VCRDET-106 FOR OPTIONS) installation 3. Install Grace Vycor Plus in order as shown by numbersn 4. If applicable, leave release paper on lower half of sill flashing until future tie-in VYCORPLUS 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace VycorV40 Flanged Window VCRDET-102 Option 2 - AAMA Recommendation Notes: EXTERIOR SHEATHING 1. For the most current details, installation video NAILING FLANGE and product information, see our web site at www.graceconstruction.com MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH 2. RIPCORD® (Split Release on Demand) can be GRACE VYCOe PLUS removed from Grace Vycor Plus for ease of installation Q 3, Install Grace Vycor Plus in order shown by numbers CI 4. if applicable, leave release paper on lower GRACE i GRACEhalf of sill flashing until future tie-in VYCOR® PLUS VYCOR® PLUS 5. Install Grace Vycor Plus and weather -resistive I barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 1 DO NOT FLASH OVER ' BOTTOM NAILING FLANGE Flanged p indoW VCRDET-103 Option 3 - Severe Exposure Notes: MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUPH GRACE VYCORR PLUS GRACE A VYCOROPLUS — I DO NOT FLASH OVER BOTTOM NAILING FLANGE r a EXTERIOR SHEATHING 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD° (Split Release on Demand) can be SILL PLATE removed from Grace Vycor@ Plus for ease of SEEVCRDET-'106 s FOR OPTIONS) installation 3. Install Grace Vycor Plus in order shown by numbers GRACE 4. If applicable, leave release paper on lower a VYCOR° PLUS half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 6. Detail also relevant for Grace yycor V40 Half Round Window VCRDET--104 Option 1- Low to Moderate Exposure EXTERIOR SHEATHING REFER.TO TECHNICAL - LETTER #1 ON CHEMICAL COMPATIBILITY WITH NAILING FLANGE K4.44110 DO NOT FLASH OVER BOTTOM NAILING FLANGE GRACE VYCOR® PLUS - CORNER PATCH- SEE VCRDET-504 FOR OPTIONS) Half bond WindoW VCRDET-105 Option 2 - Severe Exposure REFER TO TECHNICAL- LETTER#1 ON CHEMICAL COMPATIBILITY WITH NAILING FLANGE GRACE VYCOR® PLUS-, DO NOT FLASH OVER BOTTOM NAILING FLANGE EXTERIOR SHEATHING SILL PLATE SEE VCRDET-106 FOR OPTIONS) Notes: 1. Forth e most current details, installation video SILL PLATE SEE VCRDET-1 06 and product information, see our web site at FOR OPTIONS) www.graceconstruction.com 2. RIPCORD0 (Split Release on Demand) can be removed from Grace VycorG Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers GRACE 4. Mechanicallyfasten as necessary VYCORO PLUS 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 GRACE VYCOR@ PLUS Notes: 1. For the most current details, installation video and product information, see our web site at www. g ra c ec on stru ct io n.co m 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Mechanically fasten as necessary 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water, -shedding laps 7. Detail also relevant for Grace Vycor V40 Sill PBUte OptiOnS VCRDET-106 OPTION - A GRACE VYCOR® PLUS WOODEN SIDING SILL PLATE NOTE #2 -J WALL SHEATHING Tie-in with Vinyl sadin VINYL OPTION - B CORNER PATCH OR COMPATIBLE SEALANT SEE NOTE #2 WALL SHEATHING at WindowSilg VCRDET-107 WOODEN FURRING STRIP SILL PLATE Notes: 1. For the most current details, installation video and product information, see our web site at wvvw.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 VCR DET-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. RIPCORDO (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 Sill SEE VCRDET-106 FOR OPTIONS) Flashing until future tie-in 6. Extend Grace Vycor Plus over nailing flange of the last com- plete course of siding panel and trim Grace Vycor Plus to L SHEATHING protect from permanent exposure to UV 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details (VCRDET-100 to 105) NEATHER-RESISTIVE 3ARRIER (OPTIONAL) 8. Detail also relevant'for Grace Vycor V40 9. Leave release paper on or other bond breakerbetween Grace Vycor Plus and vinyl Outside Corner VCRDET-500 WEATHER RESTS' BARRIER (OPTIO. GRACE VYCORO PLUS Wall-to-wall outside Cornev VCRDET-501 GRACE VYCOR PLUS SIDING Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com AEATHING 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) 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 -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 wal I 6. Detail also relevant for Grace VycorV40 R S Onside Corner VCRDET-502 RUBB ASPH RUBBERIZED ASPHALT ADHESIVE R® PLUS" ED RELEASE I R BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSEADHESIVEAS SHOWN) wafl-to-W019 Onside Corney VCRDET-503 VINYL SIDING VYCOR SIDING MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE UNDERLAYMENT WOOD SIDING N otes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor° Plus for ease of installation 3. Use a square piece of membrane (3 inches x 3 inches minimum) for inside corner 4. Use RIPCORD (Split Release on Demand) for ease of installation and to minimize scoring release paper 5. Fold as shown by arrows 6. Angle of 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 VycorV40 i'. Corner Detailing Patch ®pt OnS VCRDET-504 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Remove release paper at time of installation of corner patch 4. Nominal patch size is 3 inches x 3 inches 5. Detail also relevant for Grace Vycor V40 Option -A PATCH -A Option-B PATCH-B Option-C PATG RELIEF CUT rf11 Vi ]-f INSTALLED AT CORNER INSTALLED AT CORNER Foundation Sill Plate VCRDET-505 Option 1 Notes: WEATHER -RESISTIVE BARRIER (OPTIONAL) 1. For the most current details, installation video and product information, see our web SIDING site at www.graceconstruction.com 2. RIPCORDO (Split Release on Demand) can EXTERIOR STUD WALL be removed from Grace Vycor Plus for SHEATHING ease of installation GRACE Z SILL SEAL 3. Install Grace Vycor Plus in order shown byVYCOR® PLUS GRACE VYCORO numbers PLUS 4. Install Grace Vycor Plus and Weather-resls- FOUNDATION WALL tive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier' WB Primer to promote adhesion to concrete 0 6. Detail also relevant for Grace Vycor V40 c F®1iD91dution SilO Plate VCRDET-506 Option 2 N otes: WEATHER -RESISTIVE BARRIER (OPTIONAL) 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.comSIDING 2. RIPCORD° (Split Release on Demand) can be EXTERIOR STUD WALL removed from Grace Vycor Plus for ease of SHEATHING installation SILL SEAL 3. Install Grace Vycor Plus in order shown by GRACEvrcoR® numbers PLUS 4. Install Grace Vycor Plus and weather resistive HL WALL FOUNDATION barrier to form water shedding laps G a 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 G , .A Georgia-Pacific O Technical Service Hotline 1:80.0.25.611 orUuHsArmolma. Plus Interior Panels www.gpgypsum.com Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 20D 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 El36 or CAN/ULC 5114) interior panels that consist of a moisture -resistant gypsum care with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels arehighlyresistanttothegrowthofmold, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment. The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -party organization, UL Environment. In addition, DensArmor Plus Interior Panels are listed as GREENGUARD microbial resistant. This listing means DensArmor Plus Panels, which feature fiberglass mats instead of paper facings used on the surface of traditional gypsum board products, resist mold growth. The microbial resistant test is based on ASTM 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 withscrews 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 delarrination and deterioration for up to 12 months of exposure to normal weather conditions.* Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Limitations DensArmor Plus Interior Panels are a non-structural product and should not be used as a nailing base to support heavy wall -mounted objects. Intended for interior applications and soffits in protected areas, DensArmor Plus Panels must be kept dry during storage and handling. Do not use DensArmor Plus° Fireguard° (per ASTM C1658) Panels where there is prolonged exposure to temperatures exceeding 125`F (52`C), e.g. adjacent to wood burning stoves, heating appliances, saunas or steam rooms. Technical Data Flame spread and smoke developed rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Noncombustible as described and tested in accordance with ASTM E136 or . CAN/ULC 5114. 5/8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP. 1/2" and 5/8" DensArmor Plus® Fireguard CO panels are UL and ULC Classified Type DAPC. Decoration DensArmor Plus Interior Panels are designed to accept most types of paints, textures and wall covering materials. Because of the enhanced moisture- and mold -resistant properties of DensArmor Plus Panels, drying times for both joint compound and wall coverings may vary. Always follow paint or wall covering manufacturer's installation instructions when applying either of these finishes. Georgia-Pacific Gypsum strongly recommends priming the surface of DensArmor Plus Panels with a quality, high solids primer/sealer before applying a final decorative material. Priming will equalize the suction variations between the joint compounds and the fiberglass surfaces. If glossy paints are used in such areas as kitchens or bathrooms, skim coat joint compound over the entire surface of DensArmor Plus Panels to reduce highlighting or joint photographing. This method is also recommended in areas with severe natural or artificial side lighting. Handling and Use —CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con- tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Stack DensArmor Plus Interior Panels flat on a level surface. As individual sheets are removed for installation, they should be raised up on edge carefully and carried in a vertical position. Appropriate handling for gypsum board is also outlined in Gypsum Association Publications GA-216 and GA 801. Take care to avoid impact, undue flexing and subsequent damage to board edges, ends and corners. Material Safety Data Sheet (MSDS) is available at www,buildgp.com/safetyinfo or call 1-404-652-5119. Applicable Standards Manufactured to meetASTM C1658, ASTM C1395 Section 7 and ASTM C1177. continued — Georgia-Pacific Technical Service Hotline 1.800.225.6119 or Interior Panels WWW.gpgypSUM.00.111 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-365B mm); Edges: Tapered DensArmor Plus Fireguard Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: B'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered Physical Properties Installation DensArmor Plus® Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA-216 "Application and Finishing of Gypsum Board for Non -Fire -Rated Construction." For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Fire Resistance Design Manual GA-600, UL and ULC Fire Resistance Directories. 1-11 Thickness, nominal" 1/2" (12.7 mm) 1/64" (0.4 mm) 1/2" (12.7 mm) 1 r64' (0.4 mm) 5/8" (15.9 mm) 1/64" (0.4 mm) 5/B" (15.9 mm) 1/64" (0.4 mm) Width, standard' 4' (1219 mm) 3/32" (2.4 mm) 4' (1219 mm) 3/32" (2.4 mm) 4' (1219 mm) 3/32" (2.4 mm) 4' (1219 mm) 3/32" (2.4 mm) Length, standard' 8' (2438 mm) to 8' (2438 mm) to mm) 12'(!' 81( (3658 mm) 81( ( 3658 mm) 2438 mm) 12' 1' (6. mm) 1/4" (6.4 mm) 1/4" (6.4 mm) 6- 1/4" (5.4 mm) 1/4" (6.4 mm) Weight', nominal, lbs./sq. ft., (Kg/m2) 2.0 (9.8) 2.0 (9.8) 2.5112.2) 2.4 (12.1) T°° l Tapered Tapered Tapered Permeance7, Perms (ng/Pa • s • m') >10 (570) >10 W1.1) I u toi u1 Linear expansion with moisture change, F 1 n fi 6.25 x 10 fi 6.25 x 10` 6.25 x 10-' Coefficient of thermal expansion, in/in/°F (mm/mm/°C) 8.5 x 10 [15.3 x 10 fi) fi fi8.5 x 10 (15.3 x 10) fi8.5 x 10 (15.3 x 10 ) 8.5 x 101(15.3 x 10-8) Flexural strength, parallel, Ibf?' IN) a80 (356) z80 (356) z100 (444) 2--100 (444) z140 (622) Flexural strength, perpendicular, Ibf.'' INI 100 (444) z100 (444) z140 (622) 67 (0.118) R Value? ftz • °F• hr/BTU (mz• K/W) 56 (0.099) 56 (0.099) 67 (0.118) NoncombustibleNnnrnmhustibleNoncombustible Nail pull resistance, Ibf.3•' (N) z80 (356) z8u (9bb) Z)U 1 Uu1 z15 (67) Hardness care, edges and ends, Ibf. (N) z15 (67) z15 (67) z15 (67) Water absorption 1% of weight)a,' 5 5 1.6 grams 5 1.6 grams 5 1.6 grams 4Surfacewaterabsorption31.6 grams Surface burning characteristics per ASTM E84 or CAN/ULC S102): 0/0 0/00 0/0 flame spread/smoke developed 0/0 s2/8" (6.4 mm) 52/8" (6.4 mm) 1/8" (3 mm) s1/8" (3 mm) Humidified deflection'' 6' (1829 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm) Bending radius' Represents approximate weight for design and shipping purposes 5 Double fasteners on ends as needed 6 As defined and tested in accordance with ASTM E136 or CAN/ULC S114. a Tested in accordance with ASTM C518 Tested in accordance with ASTM E96 (dry cup method) Tested in accordance with ASTM C473 4 Specified values perASTM C1558 and ASTM C1177 Alk Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Cahada LP SALES INFORMATION AND ORDER PLACEMENT U.S.A. West: 1-800-824-7503 Midwest: 1-80D-B76-4746 South Central: 1-800-231-6060 Southeast: 1-890-327-2344 Northeast: 1-800-947-4497 CANADA Canada Toll Free:1-800-387-6823 Quebec Toll Free:1-800-361-0486 TECHNICAL INFORMATION U.S.A. and Canada: 1-800-225-6119, www.gpgypsum.com 2014 Georgia-Pacific Gypsum LLC. All rights reserved. 1/14. GP -TPA lit- ItCM.-A2248. TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative for High Performance Schools Inc. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.huildgp.com/safetyinfo or call 1-800-225=6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one -hour, two-hour, or any other fire resistance or protection ratingand, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one -hour fire resistance, two-hour'fire resistance, or any otherspecifiedfireresistanceorprotectioninanactualfire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. Georgia-Pacific Technical Servic0'Hotline 1,800,225.6119 ornwwwDie .gpgypsum.com Sheathing Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 21 BO Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline:1-B00-225-6119 Description DensGlass® Sheathing is a gypsum panel made of a treated, water-resistant core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements, DensGlass Sheathing is resistant to delamination and deterioration due to weather exposure —even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.* DensGlass Sheathing panels are also mold -resistant, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, rippling, buckling and sagging for a flat and even substrate and is noncombustible as defined and tested in accordance with ASTM El36 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 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 DensOeck° 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" (15.9 mm) DensGlass® Fireguard® Sheathing is UL and ULC classified Type DGG. DensGlass Sheathing is manufactured to meet ASTM C1177. Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Handling and Use —CAUTION This product contains fiberglass facings 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 call1-404-652-5119. 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' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard Edges: Square continued---' 15'IT 1 n,'-"-2 tiZ(j alOFaS Georgia-Pacific vg1 ® Technical Service Hotline 1,866,225.6119 or C Sheathing I twww.gpgypsum.com cal 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), 8' (2440 mm), 9' (2743 mm), 10' (3048 mm), ± 1/4" (6 mm) 10' (3048 mm), -± 1/4" (6 mm) Weight, nominal, lbs./sq. ft. (Kg/M2) 1.9(9) 2.5(12) Bendino radius' 6' (1829 mm) 8' (4438 MM) Racking strength", lbs./ft. (dry) (N/m), Ultimate —not design value >540 (7878) >654 (9544) Flexural strength',', parallel, IN. (N), 4' weak direction 2t80(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•mz) >23 (1300) >17 (970) R Value', ft2-* F•hr/BTU (M2-K/W) .56 (0.099) .67 (0.11B) r1 _k,, ;k;I;+„y Noncombustible Noncombustible Linear expansion with moisture change, in/in %RH (mm/mm %RH)" 6.25 x 10-" 6.25 x 10-1 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-" 8.5 x 10, in/in/°F (mm/mm/°C) (15.3 x 10-91 (15.3 x 10-91 Tested in accordance with ASTM C473 2 Tested in accordance with ASTM E96 (dry cup method) J Tested in accordance with ASTM C518 (heat flow meter) Specified values perASTM C7177 Ailk Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U.S.A. West: 1-800-824-7503 Midwest 1-800-876-4745 S66fi Central: 1-800-231-5069 Southeast: 1-800-327-2344 Northeast: 1-800-947-4497 CANADA Canada Toll Free:1-800-387-6823 Quebec Toll Free:1-809-361-04BB TECHNICAL INFORMATION U.S.A. and Canada:1-800-225-6119, www.gpgypsum.com 02014 Georgia-Pacific Gypsum LG. All rights reserved. 1/14. GP -TM Lit- Item 7532250- a Double fasteners on ends as needed e Tested in accordance with ASTM E72 As defined and tested in accordance with ASTM E136 or CAN/ULC S114 As stated by Gypsum Association GA 235 9 Tested in accordance with ASTM E228-85 TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit ourwebsite at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-800-225-6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a' one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the .product itself, will necessarily provide one -hour fire resistance, two -hoar fire resistance, or any other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others .without regard for any fire rating of any product or assembly/system. 9` Florida Building Code Online Page 1 of 1 x ._y r` y, .+'P, fi 5 9' { t`+.'^ t',d4. y"'vT 'm •. P d1 Y i4 CPAe 7 ut1 dt I a ` 1 P6eato-CPAAtraFr R * Bus ne i '*bfissi©MW 6g'u1`af o r ffi, r 1,,`a:#!s is-.Q'•;, ° t" ''.XF '- A FRN6NE h Ctli06F'D_IBF81ti ,. P Florida r- ProductApprovalUSER: Public User Vm'e rr fla'axctli'. a1U: Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 15000 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results APPJlCdE1Un5 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 Approvea ay uor- t,ppruveu uy morn----- 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 dick here . Product Approval Accepts: rEhec E Credit• Safe 5t curits ntE• rrur Florida Building Code Online Page 1 of 3 4't. - y,,'§fn,.ez ` F«' f 1.r 4„ 'f'' ' }°;' ' t'F7 '" y,"c' "•" J`s' `i us ness.8 rof ss nai R ufati r T - BCIS Home Log In user Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 6CIS Site Map Links Search t Approval 7A V Public UserdbIrqica—.-;) -ps,.-.d Wm-W.MP Product Approval Menu > Product or Aoolication Search > Application Us > Application Detail FdFFIPEP 7HEtg'FL # FL15000-R2 SECFfE'FARI( Mt!K m:tg_ Application Code Version1 Application Status Approved Comments 4rc1ived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com 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 iJ 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 J. King, P.E. WD Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL15000 R2 COI Certificate Of Indeoendence.odf Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Florida Licensed Professional Engineer or Architect FLSS000 R2 Equiv FL - 15000 Eguiv of Standards odf 1 .. .... i -, -"-9---- --1-- --- --- ...f^rl.l /!'1..-1-N-.r A.A/'l n 111 n.1'7 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 q-m of Crnrinrtq 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 15000.1.1)df 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 1000.1.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" 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.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 15000.2 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.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 15000.3 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 "I" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.4 d. "Fiber -Classic" or "Smooth -Star" ST "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 15000.4.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 15000.4 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.4.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 and sidelites, which have been stained or painted within 6'months of installation.) 15000.5 e.lassic" or "Smooth -Star" 8'0 "Non -Impact" Glazed,Double Fiberglass Door—, Inswing (XX Configurations) Florida Building Code Online Page 3 of 3 Limits of Use 1 .'Approve''d 6ruse in HVHZ: Yes Approved fpr,use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15000.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of installation.) Installation Instructions FL15000 R2 II INST 15000 5 otlf Verified By: Lyndon F. ISCRmldt, ;P:E 43409 Created by Independent Third Party: Yes Evaluation Reports FL15000 R2 AE EVAL15000.S.odf Created by Independent Third Party: Yes 15000. 6 f. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing COX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000 6 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 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.1)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, 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-remrds 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 dick here . Product Approval Accepts: eCFcsk C dft Card Safe 7- sac cur tinsEiie es>, 1$ f •w 1 1 Sk la 77 zi THERMA TRU DOORS 116 INDLI3TRIAL DR., EDGERTON, OH 43517 FIBER CLASSIC / SMOOTH STAR" INSWING FIBERGLASS DOOR W/ WOOD FRAMES NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida BuildingCode (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco_ 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHP'requidng wind bome debris protection this product is required to be protected with an impact resistant covering that complies wish Section 1609.1.2 oftheFBC. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry. construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis byalicensedengineerorregisteredarchitect. 7. Inswing configurations do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installer] only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45degrees. TABLE OF CONTENTS SHEETtf DESCRIPIION 1 Typical elevations, design pressures & general notes 2. 06or panel details (Smooth star) 3 Door panel details (Fber classic) 4 SideGte panel details & glazing details 5 Vertical cross secfions 6 Horizonial cross sections 7 Horizontal cross sections 8 Buck Anchormg 9 Frame anchoring 10 Frame anchoring 11 - Astragal details 12 Bill of materials & Components 37.50" MAX. OVERALL WIDTH j+- 105.50"MAX. OVERALL o= Q m SINGLE INSWING UNIT x 001-12LE WISIDFUTES IN WING UNIT oxxo 68.50" MAX. OVERALL WIDTH 5INGLE_W/SI0ITES IN SWIN- i NIT nYn Z U N •• O O XZ. 9 m° a 9dsl V, e M d B. E o= u [ 4j_. o° 3`d= tvy O o-- tiW:-- m vwi_ WN Qcc 74. 50" MAX. OVERALL 9 _ X "[nl aFRAME WIDTH o _ 0 3 DOUB ( NSWING UNIT xx DESIfa` 7V-_pkESSiIR_E71i1Y1 IG`_ U f'YHEIP-W l7 tt flL7Rtki1C)N—= REi^ 7lUIREIGIEN.=13=NQT.aNEG1,fA-;= SINGLE 67.0 DOUBLE 55.0 55.0 SINGLE t DOUBLE 55. 0 55.0 WITHSIDELITES0212411 i N. TS.- ° JK m' By. ,; _ LFS 3 NC NOS- r; 1:5000.2 iv a O 23 36.00" MAX. DOOR PANEL WIDTH 2 2 DOOR PANEL Smooth Star EXTERIOR 6 26 30 INTERIOR Ct HORIZONTAL CROSS SECTION DOOR PANEL LOCK BLOCKQ ( SMOOTH STAR) LATCH STILE ( SMOOTH STAR) HINGE STILEG ( SMOOTH STAR) 1.53 1 IM .0cl i N i. TOP RAIL SMOOTH STAR) B,BoTmM RAIL S MOOTH STAR) EXTERIOR NA 0 Z U- 3 0 0 pi Z 0, 8 0 x ZO Z 003 A Z 0: C) z INTERIOR AC)o 0 0 VERTICAL CROSS SECTION 2 DOOR PANEL 0 LLJ z z 0 112 z MALE: N.T.S.- NO. BY: JK HK. BY; LFS 3: IRAWING NO, FL=15000.2 HEET 12OF XOW MAX. DOOR PANEL WIDTH 2 3 5E]. 00 23 0 CD 8 L DOOR PANEL Fiber Classic z 2 2 3 30 EXTERIOR INTERIOR SN, Nmmsis LOCK BLOCK FIBER CLASSIC) 1.209" HINGE STILE FIBER CLASSIC) I '1 HORIZONTAL CROSS SECTION 3 DOOR PANEL LATCH STILE FIBER -CLASSIC) 1.531" 5 C TOP RAIL FIBER CLASSIC) BOTTOM RAIL -LOTTOM RAIL5 FIBER CLASSIC) 2 4:: 0 C, t2 pi c;- ol, z o. x zq Em o a- m (L (L 6- E Z 21 DQc) 1cr EXTERIOR INTERIOR iz o o E. o z L! Q_ 2'1 VERTICAL CROSS SECTION 3 DOOR PANEL DWG. Ely.- JK0 CHK.-BYC LFS DRAWING No.: FL-15000.2 SHEEP 3 OF 2 EXTERIOR 453" GLASS BITE 40 1/2" MIN. GLASS THK. G1 1/g„ TEMPERED GLASS 25" STEEL INTERIOR INTERCEPT SPACER 41 SEE NOTE 1 5" INSULATED GLASS W/ TCM LITE FRAME GLAZING DETAIL 13.93" MAX. PANEL WIDTH 7.12" MAX. D.L.O. WIDT" OOwX = 8 z Q 0 hN - SIDELITE PANEL Smooth Star F 463" GLASS BITE 1/2" MIN. EXTERIOR GLASS THK, 40 G1 TEMPERED SGLAS AIR SPACE AIR SPACE 1/8 25" STEEL TEMPERED INTERIOR INTERCEPT TEMPEREDGLASSSPACERGLASS 41 SEE NOTE 1 5" INSULATED GLASS W/ BTS LITE FRAME GLAZING DETAI EXTERIOR Zf N.: z i, rr rri I F 41 SEE NOTE 1 V INTERIOR HORIZONTAL CROSS SECTION 4J SIDELITE PANEL 2.459" j 1.712" j 2.713" 1.713" -j M 6 526 1 42 f— 1.642" I — .526" 0PLASTIC LIP LITE FRAME BTS 1 PLASTIC LIP LITE FRAME TCM 1,077' I — n j 1.077" e L VERTICAL CROSS SECTION21 4 SIDELITE PANEL NOTE: 7 ILL/_LEI 1. Spacing for item #41 (lite frame screws) is as follows: From the 2 SIDELITE TOP & BOTTOM RAIL 1.531" { SIDELITE BLANK SIDE STILE top down on sides; 5.5", 16.5", 27.5", 38.375", 49.375" & 60.375". There are 2) screws both top and bottom at 2.125" in from FINGER JOINTED PONDEROSA PINE, SG=0.43 FINGER JOINTED PONDEROSA PINE, SG=0.43 each corner. i UL iu 0 DATE: 02/24/12 i scum - N.T.S. owc. srr =-JK m CHK. 6Y: LFS- 3 DRAWING NO.: FL- 1500.0.2 N a SHEEr.` 4 OF 12 - N N 4. 53 16% ' . 13 za 16 i........... w\ 17 73 11 11\\ - v) gy m 20 20 $ v" "o x' z° d 0 m42in6- U Gg 9 o IL ow rll•r . T1 "O z 53 43 o c 1 SEE NOTE 1 0 LTG.' z 7 ° : d e< tl oU 33 Ln U g .. a.e Z 0 51 34 cr 52 0. w _ Y`. /} moo. in o 17 20 EXTERIOR INTERIOR w co GI o EXTERIOR INTERIOR o 7 cc 6 -U EXTERIOR INTERIOR 42 0' _ r3 VERTICAL CROSS SECTION _ ` Shown w/1x sub —buck 40 w og' :'119 . r' 'r fn z a 14 19 0 Z 14 v a; 15 a . vo 13^ a- v SEE NOTE 11. The sidelite is direct set into the jamb with (10) item 43 a #8 x 2" pfh. wood screw. There are (4) at each vertical jamb, from the top down at 13.5", 1 a 31 ", 48.5" & 66". There are (2) at the header at 4" in DA E+ 62/24 .12 i from the outside corners of the frame. There are scale N.T.S." ° 2) item #13 a #8 x 2 1/2" pfh. wood screw at the DWG. BY: 1 VERTICAL CROSS SECTION sill, 4" in from the outside corners. cwc. er LFS,- 3 G / VERTICAL CROSS SECTION aJDOORPANEL0RAN1NCNa.; ' SIDELITE PANEL5eF1_=,tsoon " 3 HORIZONTAL CROSS SECTION 6 O SIDELITE BUCK S • p = n 0 J, orn 0 n IIf II'111 _ z d m 0 a U N •• . 5 ox oU2ZU 8 o.w 9m woa q m d' E E az z VI m h < m O o Z U DA .02/24/12 z sr := N.T.S. o owc. ev: CHK.. 9Y: DRAWING NO.: FL=15000:2 ' N o iHEET_ '6 OFV12 N 1-1/4" MIN. EMB, (TYP.) I '1 HORIZONTAL CROSS SECTION 7 LATCH JAMB To BUCK 3 ') HORIZONTAL CROSS SECTION 7 S TRIKE JAMB TO SIDELITE 1. The sidelite is direct set into the jamb with (10) item 43 G #8 x 2" pfh. wood screw. There are (4) at each vertical jamb, from the top down at 73.5", 31", 48.5" & 66". There are (2) of the header at 4" in from the outside corners of the frame. There are 2) item #13 a #8 x 2 112" pfh. wood screw at the sill, 4" in from the outside corners. 15" MIN, C-SINK a) HORIZONTAL CROSS SECTION HINGE JAMB To BUCK N7N. d V. 0z 00 Ie 0 0 n'z Iq a. x -Z 20- 0 (L Ln L 0 M 0 FK Q V) WO 1-114 MIN. EMB. (TYP.) 0 5, jr O. C; ul z2 x LI) A z t w z z 0 50 DATE: 02/24/12 2 SCALE' -- N.T.S.- 0 53 DWG. ErY-.. - JK 7 DRAWING WO.i FL— 15000.2 SHEET '7 12 4" 4' 7iI 50) TYP. II II II I II 50 TypII MASONRY OPENING MULLION SHOWN FOR IIII MULLION REFERENCEIISHOWNFOR REFERENCE 2X ASTRAGAL SHOWN FOR REFERENCE 2X BUCK II ----' ASTRAGALIIII SHOWN FOR I II SUCK II II REFERENCE II II II it II ii II d MASONRY it II II it II II C; OPENING II II II II II II II II II II DOUBLE DOOR W/SIDELITES BUCK ANCHORING DOUBLE DOOR BUCK ANCHORIN MASONRY OPENING 2X BUCK CONCRETE ANCHOR NOTES: I. Concrete onchorjocotfons at the comers may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints. additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: NC j.c..E: a ...; TO. MASONRK: A. p TO ITW TA PCON 1/4" 2" 4" ELCO ULTRACON', V 4" 4 4"" II II II II 50 TypII MULLION II SHOWN FOR II II REFERENCE II II II II II II II II II II II II II II II II II II II SINGLE DOOR W,/SIDELIIES BUCK ANCHORING 2X BUCK C V) Z 0-0 0 ) L) N0 z 0X ZOo M0n MIL xg z E 0Ld2- 0 Q<- U O CM 0 LO 6 4ASONRY OPENING SINGLE DOOR ROCK AUCHORIN SCALE:- N. T.S. OWG. BY: iK CHK sy: LFS DRAWING NO, FL--IM09. 2 SHEEr 8 : oF 2 L6 ..MASONRY OPENING FRAME 2X BUCK - SEE DEFAIL 3 aL i VIEW "B" -"B' 4`—H " A" 3" 3" 7-1 3' TDETAIL— 13 W/2X BUCKW2X8CKt1WN/S LLAAUT NT10INSTALLATION SEE DETAIL 2" 13 W/2x BUCK5 /JX2W/1X BUCKUCBK INSTALLATION INSTALLATION cl TYP. HEAD & JAMBS. MASOOPENINGNRY 52 WIJX BUCK INSTALLATION 0 FRAME-\ 0 43 TYP. 2X BUCK 43 TYP. L6 SEE SEE DETAIL DETAIL "4" 5DETAILSEETYP- SILL(\ 11 TYP. SILL 14 11B 11 1 1 - " A" DOUBLE DOOR ITFS CONCRETE ANCHOR NOTES: 1. Concrete anchorlocations at the comers maybe adjusted to maintain the min. edge distance to mortarjoints. 2. Concreteanchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be:required to ensure the "MAX ON CENTER" dimension are not exceeded. 3. Concrete anchor table: A ........ . TO AdJACENT NQ ITW- TAPCON' 1/4" 1- 1/4!' Z. 4" ITW L TAFCON' wn— 3/ 16" 7 1. 1/4" 3" 1-1/2" I - Maintain TmWmum 518- edge distance, I " end distance, & I " o.c. spacing of wood screws to prevent the splitting of wood. L- A VIEW " C" —"C' SINGLE DOOR W/SIDELIT 7 10 10 DETAIL "7" E5 THROW BOLT AT THE THRESHOLD 10 W/ 2X BUCK 13 56 DETAIL " 5" INSTALLATION W/ 1X BUCK 0 INSTALLATION 55 SEE NOTE 2 DETAIL " 2" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. A% A. P, 0 d z00 1- Z 0 X( ZO E 6,'ci W OiLE 3' a. CL: 4 rn Fm. l - r: VIEW " A" —"A' 13 13 DETAIL " 3' 13 13 DETAIL " 4' k N.T.S 0: JK. K. . LFS SWING FL- 7) 5000.2 q- OF Jj Q A A 6" 4.- 50, 7 6 L) 13 W/2X BUCK 13 W/2X BUCK INSTALLATION SEE DETAIL 0 52 W11X BUCK "2 INSTALLATION Z W D INSTALLATION 52 W/1X BUCK- zMASONRYTYP. HEAD & 2EOPENINGJAMBS. MASONRY INSTALLATION - 0 OPENING TYP. HEAD 10 aInC! MFRAME - j JAMBS. n. a. L, 0 FRAME 87 2X BUCK-\, SEE DETAIL 2X BUCK-\ SEE 14 TyP. SILL SEE DETAIL EE DETAIL TIP. SILL DETAIL "3" "5" 14 7yp- SILL SEE DETAIL 4 0 11 P IMLL B" L cs VIEW 13' o DOUBLE DOOR VIEW VIEW "A" -"A' 0 SINGLE DOD 13 10 5 W/2X BUCK : 4 Cn 12INSTALLTION z 9CONCRETEANCHORNOTES13DETAIL "I 1. Concrete anchor locations at the comers may be adjusted to maintain the min. W/1X BUCK 54 10 THROW BOLT04ATTHETHRESHOLD 9 edge distance to mortarjoints. INSTALLTION DETAIL "3' R 2. Concrete anchorilocations noted as "MAX. ON CENTER" must be adjusted to 10 d t maintain the min. edge distance to mortorioints, additional concrete anchors W/2X BUCKmayberequiredtoensurethe "MAX, ON CENTER" dimension are not exceeded13 3. Concrete anchor table: DETA),' INSTALLATION 2 r W/ 1X BUCK 55 56 2 < INSTALLATION W/ 2X BUCK INSTALLTION 13 W11X BUCK DATE: 02/24/72 0INSTALLTION sacALE N.T.S. I) WG- BY; JK M 1. Maintain a minimum 518" edge distance, LFS Wood screws to lo' I" end distance, & I o.c. spacing of DETAIL "4' DETAIL "2 DRAWING M; eventthesplittingofwood. ATTACH ASTRAGAL THROW BOLT LFL- 15 STRIKEPLATEToFRAME000.2 AS SHOWN. -10 - - ikTfCIiD I .......... I ............ ................. 2" 4- ITW TAPCON" 1/4" ITW TAPCON' 3/16" 1.1/4" 3" 1- 1/2" WOOD SCREW INS—d- NOTE: 1. THE ASTRAGAL BOLT HAS A 3" THROW AT THE TOP AND'THE BOTTOM. 0.126" --- F — ASTRAGAL DETAIL xr LI) z W g: cm yy 111111111 N- an m o O Z. U N •; _ zmoti o EWSro.. cw DY 9 a . Ul 1 .. m a `a InLL o" E Q Z. vo w a° a Q-N- crc o _ o III uz DATE: 0Z Z4 1Z- - Dwc. BY. cHK. BY. -LFS 3 DRAWING ND.r N FL.-75000;2; o SHEEP .'.1 OF 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 OFW2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LiE., 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 SPACEIOF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION INTO WOOD FRAMING, USE H12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH IX BUCKTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4 INCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2 1/21NCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR -HAVE A CORROSION RESISTANT COATING. 9, FOR GROUT FILLED BLOCK, DO NOTINSTALL INSTALLATION ANCHORS INTO MORTARJOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTARJOINT 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 LESSTHAN THE MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFICGRAVITY OF 0.55. B. CONCRETE -MINI MU MCC) M P RESSIVE STRENGTH OF 3000 PSI, C. MASONRY- STRENGTH CONFORMANCETO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH OF I500 PSI. PLY GEM WI' BUILDER SERIES 4780 ALUMINUM SLIDING GLASS DOOR (2-PANEL) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMA/NWWDAIOI/I.S.2.97 2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION ISTHE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FORTHE PROJECT OF INSTALLATION. 3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHOREDTO 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. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECTTHIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: ALUMINUM 6063-T6 7. GLASS MEETSTHE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. B. DESIGNATIONS `X" AND "O"STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS M4- SHEET DESCRIPTION INSTALLATION h GENERAL NOTES ELEVATION d ANCHOR LAYOUT VERTICAL SECTIONS HORIZONTAL SECTIONS h GLAZING DETAIL Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015,01.02 13:02:52-05'00' DESIGN PRESSURE RATING SIZE SILL OPTION DESIGN PRESSURE MISSILE IMPACT RATING 96" X 96" W/o SILL 25/-50 PSF NOT RATED RISER 96" X 96" W/ SILL 50/-50 PSF NOT RATED RISER Plih PLY GEv! 433 N. MAIN 5T„ PO BOX 559. ROCKY MOUNT. VA 24151 PH: 540-484-6348 FX: 540-464-6683: - - m m o 0Ham COI" UWWC = _ C w L)-W-¢- vLL'i o0- 1 lD m r7 r7 Z Q LU H Q Z nLlJHFdCOLau H m Vw o a o O H z a w N W LL y a cL0mmzIL. U DWG #: PGW063_ SHEET: 1 OF 4 00" MAX. FROM CORNERS TYP, r ELEVATION 20,75" MAX. O.C. TYP. ANCHOR LAYOUT c Oros xa AX, FROM R5 T/P. IN5TAUATION ANCHOR Aft' PLY -GEM 433 N. MAIN 5T., PO 80X 559, ROCXY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-464-6683 pT- 1LoV) L,<U -rm¢ 1n O m ~ Hg ; w Lu ¢ < n0 W H w CY H p ¢ m W p P m d w . a- m, UU p T - m - Z O Z Lu cy LU z H o U N DWG #; PGwo63= SHEET; 2 OF `h 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY 1/4" ELCO TAPCON BY OTHERS FALLATION ANCHOR 2 1/2" MIN. EMBEDMENT CAULK BETWEEN NCRETE/MASONRY h n'• .'•' • i00 BUCK BY OTHERS 1/4" MAX. EXTERIORFINI5H SHIM SPACE BY OTHERS PERIMETER CAULK BY OTHERS 12 WOOD SCREW - iX WOOD BUCK INSTALLATION ANCHOR BY OTHERS 100R 1 Bd ROOFING NAIL - NT SEE GLAZING INSTALLATION ANCHOR DETAIL INTERIOR (OPTIONAL) EXTERIOR CAULK BETWEEN - FIN & 2X WOOD STUD BY OTHERS CAULK BEHIND - g VERTICAL SECTION FLASHING&OVER NAILS BY OTHERS 3 HEAD - CONCRETE/MASONRY EXTERIOR FINISH 8Y OTHERS PERIMETER CAULK BY OTHERS O.A. DOOR HEIGHT 1 INTERIOR EXTERIOR SEE GLAZING DETAIL 1 IIGHTR SEE GLAZING DETAILI PERIMETER CAULK BY OTHERS PERIMETER CAULK BY OTHERS CONCRETE/MASONRY i• 2 1/2" MIN. a a,•' • : • . , „ EMBEDMENTBYOTHERSr: .. 4.; 1/4" ELCO TAPCON NSTALLATIONANCHOR 2 1/2" MIN. EDGE DISTANCE A VERTICAL SECTION 3 SILL - CONCRETE/MASONRY 3/4" MIN, EDGE DISTANCE 2X WOOD FRAME BY OTHERS 11/2" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE j EXTERIOR INTERIOR C VERTICAL SECTION 3 HEAD -2X WOOD FRAME AID P - GEmtID 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484.6349 FX: 540-484-6683 - m U` 1,3 2 #. 4000H a o O jU7 dLu m ¢ U w a a 13m.w e. o, m a DLDJ T F-•a m El--P- Z NU ZQN DWG #: PGwo63- SHEET, 3 OF 4 11/2" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 12 WOOD SCREW IN5TALLATION ANCHOR 3/4" MIN. EDGE DISTANCE ice\ I llrT— I I \/ I \/ IIIIIII_ 2X WOOD FRAME BY OTHERS - Bd ROOFING NAIL INSTALLATION ANCHOR - OPTIONAL) CAULK BETWEEN FIN d 2X - WOOD STUD BY OTHERS EXTERIOR FINI5HBY OTHER5• CAULK BEHIND FLASHING & OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL E HORIZONTAL SECTION I, JAMB -2X WOOD FRAME p HORIZONTAL SECTION INTERLOCK4 1/4" MAX. SHIM SPACE 2 1/2" MIN. EMBEDMENT 2 1/2" MIN. EDGE t'`.( DISTANCE CONCRETE/MASONRY BY OTHERS y• 1/4" ELCO TAPCON i .; `'.• INSTALLATION ANCHOR CAULK BETWEEN IX WOOD BUCK 4 CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS y Y V. PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL O.A, DOOR WIDTH F HORIZONTAL SECTION 4 JAMB-MASONRY/CONCRETE 5/e" O.A. INSULATED GLA55 EXTERIOR INTERIOR I .75" GLA55 BITE NOTE: GLAZING DETAIL 1 GLA55 THICKNE55 AND TYPE SHALL COMPLY WITH A5TM E 1300 REQUIREMENT GLASS CHARTS. tt• fi t 433 N. MAIN 5T., PO BOX 559, ROCKY MOUNT, VA Z1151 PH: 540-484-6348 FX: 540-464.6653 W m m v#o HOZ p mOn V) o LL z ay ez mow¢ .. aLU Ha JzHLULU mWo m a V Z 0 z Lij ui 1=dF Lu Z _ _ . Z DWG#: - PGWO63-_ SHEET: 4 of 4"= Florida ` productApprovall 1, r usER: Public User ny: ilra'.N :tiL 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 FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Refine Search 9174 ALL ALL ALL ALL ALL ALL ALL Search Results - Applications ff Tvne Manufacturer Validated By Status Revision Wayne -Dalton, a division of Overhead Door Corporation 704) 564-6867rt DietrichPEApprovedCategory: Exterior Doors Subcategory: Sectional Exterior Door Assemblies i H,, nacre chall be reviewed and ratified by the POC and/or the Commission if necessary. 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 ic- recordS request, Under Florida law, email addresses are public records. If you do not want your e-mail address released ue tions, pleasn responsetoaeonitact850.487,1 95, d- Pursuantdto electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any q Section455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if theyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to . supplyapersonaladdress, please provide the Department with an email455, ess which Bane made available to the public. To determine if you are a licensee under Chapter Product Approval Accepts: a- ChecA CrSafe editCarduUUi' LCv.%tE-1?IiIC4' Florida Building Code Online Page 1 of 6 f r Publications FBC Staff BCIS Site Map f p utpt4Links Search Fa c,GosiE BCIS Home Log In 1 User Registration Not I Up— i Submit Surcharge Stats & Facts Or Approval ser Product AgPrWal Menu > L)r Application Search > Application Lilt > Application Detail pp k: Revision Application Type Code Version 2014 Approved Application Status set to re -apply per applicants request 4/28/15-rb Comments Archived C. Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation 3395 Addison Drive Address/Phone/Email Pensacola, FL 32514 850) 475-6197 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Greg Taylor Technical Representative 3395 Addison Drive Address/Phone/Email Pensacola, FL 32514 850) 474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Exterior Doors Category Sectional Exterior Door Assemblies Subcategory 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 E. Scates the Evaluation Report PE-51737 Florida License Quality Assurance Entity Intertek Testing Services NA, Inc. 06/27/2038 Quality Assurance Contract Expiration Date Kurt Dietrich PE Validated By L Validation Checklist -Hardcopy Received Certificate of Independence FL9174 R11 COI Cert of Ind Scates 2011 s,odf Referenced Standard and Year (of Standard) Sian r DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Year 2002 2005 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised FL # Model, Number or Name 9174.1 5120 / 6100 / 9100 #0228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Method 1 Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 08/11/2017 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind-borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.3 15120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 5120 / 6100 / 9100 #02319174.4 1 Page 2 of 6 Description 9' Max width. 8'-9" Max height. Max section heigF21".Glazingavailableintoporintermediatesection. Installation Instructions FI9174 R11 II 0228 318958 P7 odfFI-9174 R11 II Track Supplement Chart P10.od FL9174 Ril II WDJambSuoolementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653 odf FL9174 R11 AE Eval Reot 9100 ri s.pdfFL9174R11AEFLO9174r9Affirmationfor FBC 5th 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 Rll II 0229 318959 P8.odf FL9174 R11 II Track Supplement Chart P10.odf FL9174 R11 II WDJambSupplementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51731 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653 odf FL9174 RI AE Eval Reot 9100 rl s.odfFI9174RIAEFL09174r9Affirmationfor FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0230 318960 P10.odf FI-9174 R11 II Track Supplement Chart PIO.pdf FL9174 Rli II WDJambSupplementPl6 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports F1.9174 Rll AE ASTM A 653.1)df FL9174 Ril AE Eval Rept 9100 rl s.pdfFL9174R11AEFL09174r9Affirmationfor FBC 5th 2014s.odf Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 other: Doors with glazing shall not be used in the wind-borne debris region unless protected or unlessstructureisdesignedaspartiallyenclosedordooris a replacement door. 9174.5 15120 / 6100 / 9100 #0234 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.20/-49.60 Other: 16' Max width. 8' 9" Max height. Max section height 21". Solid only no glazing available. Installation Instructions FL9174 R11 II 0231 318996 P5.odf FI-174 R11 II Track Supplement Chart P10.odf FL9174 R11 II WD3ambSuoplementP16 s.odf Verified By: John E. Scates P.E. FLOP-IDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Ril AE ASTM A 653. odf FL9174 R11 AE Eval Reot 9100 rl s.odfFL9174RliAEFL09174r9Affirmationfor FBC Sth 2014s.odf Created by Independent Third Party: Yes 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0234 319022 PS.odf FL9174 R11 II Track Supplement Chart P10dfFL9174RliIIWDJambSupplementP16s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Florida Building Code Online Page 3, of 6 Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 ri s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. ' Max height. Maxion height 21". Glazing able in top intermediate section. Limits of Use Installation Instructions FL9174 R11 II 0235 319023 P6.od fApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 Rll II 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.odfp FL9174 R11 II WDJambSupplementP16 s.odf Design Pressure: +39.20/-43.70 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.odf FL9174 R11 AE Eval Rept 2100 ri s.odf FL9174 R11 AE FI09174 r9 Affirmation for FBC 5th 2014s.odf 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 FL9174 R11 II 0232 318999 P5.pdfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart PModf Impact Resistant: No FL9174 Rii II WDJambSupplementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +12.40/-13.80 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 653.0df FL9174 R11 AE Eval Reot 9100 r1 s.pdfreplacementdoor. FL9174 RI AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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 FL9174 R11 II 0233 319000 P5.1)dfApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.pd f f Impact Resistant: No FL9174 R11 II WDJambSupplementP16 s.od Verified By: John E. Scates P.E. FLORIDA PE 51737DesignPressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless is designed as partially enclosed or door is a Evaluation Reports FL9174 R11 AE ASTM A 653.pdf structure replacement door. FL9174 R11 AE Eval Rept 9100 r1 s.odf FL9174 Rii AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing 9174.9 available in top or intermediate section. Limits of Use Installation Instructions FL9174 RI I II 0236 319024 P6.od fApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II Pi Impact Resistant: Yes lemenPOSt.Ddf FL9174 Rii II Track Supplement Chart P10.pdfTrackS FL9174 R11 II WDJambSUDDlementP16 s.odf Design Pressure: +30.00/-33.50 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 ri s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: YesyIn pentermled51209100#0237 Max width. 81 Max height 21". Glazing 9174.10 available ableate section.ion Limits of Use Installation Instructions FL9174 R11 II 0237 319025 P6.od f ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes FL9174 R11 II P1 Impact Resistant: Yes lemenPOSt. Ddf FL9174 RS1 II Track Supplement Chart P10.odf TrackSFL9174 R11 II WDJambSupplementPl6 s.odf Design Pressure: +39.20/-43.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 RI I AE ASTM A 653.odf FL9174 Rli AE Eval Rept 9100 ri s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.12df Created by Independent Third Party: Yes Page 4 of 6 Florida Building Code Online 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. I 174 ion Instructions Limits of Use Ril II 0600 319026 P4.odf Approved for use in HVHZ: No Rli II TrackSuoolement Chart PlO.pdf Approved for use outside HVHZ: Yes Rii II WDJambSupplementPl6 s.odf Impact Resistant: No Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +26.90/-30.80 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 AE ASTM A 653.odf structure is designed as partially enclosed or door is a FL9174 R11 AE Eval Rept 9100 r1 s.odf replacement door. F9174 Rli AE FL09174 r9 Affirmation for FBC Sth 2014s. dfL Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 Max width. top or intermediate height. M ax d ate section. on height 24" Glazing available91 0601 Installation Limits of Use Instructions FL 174 R11 II 0601 319027 P4.pdf Approved for use in HVHZ: No FL9174 R11 II Track Supplement Chart P10.pdf . Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 Rll II WD7ambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +41.00/-46.30 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 RI I AE ASTM A 653 pdf FL9174 R11 AE Eval Re 9100 ri s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC Sth 2014s. df Created by Independent Third Party: Yes Max hei seciontion height 24". Glazing x widt . 9174.13 5120/5140/6100/9100/9400/9600 a6ai a o0r ate sax 0602 Limits of Use Installation Instructions FL9174 Rli II 0602 319028 P5.odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FI-9174 R11 II Track Supplement Chart P10.odf Rii II WDJambSupplementPl6 s pdf Impact Resistant: No FL9174 Verified By: John E. Scates P.E. FLORIDA PE 51737 Design Pressure: +15.30/-17.00 not be used in the Created by Independent Third Party: Yes other: Doors with glazing shall wind-borne debris region unless protected or unless Evaluation Reports MReptstructureisdesignedaspartiallyenclosedordoorisaFL9174RllAEEvalAE9100ris.pdf Affirmation for FBC 5th 2014s. dfreplacementdoor. FL9174 Rli AE FL09174 r9 Created by Independent Third Party: Yes 5120/5140/6100/9100/9400/9600 a6ai interm1Max ediateto section. ght. Max Lion height 24". Glazing 9174.14 0603 able intopo0r Limits of Use Installation Instructions FL9174 Rll II 1603 319029 P5.odf Approved for use in HVHZ: No FL9174 Rli II Track Suoolement Chart Plp_pdf Approved for use outside HVHZ: Yes Impact Resistant: No FL9174WDJambSupplementPl6 s.pdf John E. Scates P.E. FLORIDA PE 51737 VerifiedBy' John Design Pressure: +23.00/-25.00 shall not be used in the Created by Third Party: Yes Other: Doors with glazing wind- borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE EvalMRept 91O rl s.pdf Affirmation for FBC Sth 2014s. df replacementdoor. FL9174 Rli AE FL09174 r9 Created by Independent Third Party: Yes ght T541026CO5140/61C o/9100/9400/9600 he 24" Glazing heiedlate sect on, Maxeidina6aMa9174.15 4 th, orMax i abl' Limits of Use Installation Instructions FL9174 R11 II 0604 319030 P5.pdf Approved for use in HVHZ: V Approved foruseoutsideHVHZ: Yes FL9174 R11 II 319040 P1 Post. df FL9174 Rli II Track Supplement Chart Pt 1 fImpactResistant: Yes FL9174 Rii II WDJambSupplementPl6 s.pdf Design Pressure: + 39.20/-43.70 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.odf FL9174 R11 AE Eval Re ot 9100 ri 5.12 F19174 R11AEF109174r9AffirmationforFBC Sth 2014s. df Created by Independent Third Party: Yes 10, Max height. Ma 9174.16 5120/5140/6100/9100/9400/9600 avvai able n' Maxdtop orintermediate section. -section height 24". Glazing 0605 Installation Instructions Limits of Use FL9174 Rll II 0605 319031 P4 pdf Approved for use in HVHZ: No FL9174 R11 II Track Supplement Chart P10 odf Approved foruseoutsideHVHZ: Yes FL9174 Rll II WDJambSupplementPl6 s.odf Impact Resistant: No Verified By: John E Scates P.E. FLORIDA PE 51737 Design Pressure: + 15.30/-17.00 other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes Page 5 of 6 Florida Building Code Online . wind-borne debris region unless protected or unless Evaluation Reports TrvI A 653 odf structure is designed as partially enclosed or door is a FL9174 R11 AFL917EvalRept9100r1spdf replacement door. FL9174 Rli AE FLU9174 r9 Affirmation for FBC Sth 2014s. df Created by In de pendent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' able n top orMax width. B- Mntermax led ate section. on height 24" Glazing ght. Max sect 0606 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless art protected otenclosed or dole unlessa structure is designed aspall Y replacement door. 9174. 18 F5120/5140/6100/9100/9400/9600 09 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 other: Installation Instructions FL9174 R11 II 0606 319032 P6.pdf FL9174 R11 II 319040 P1 Post.odf FL9174RiiIITrackSupplementChartP10.pdf FL9174 R11 II WDJambSuop1ementP16 s odf VerifiedBy: 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 At: Eval Re it 9100 rl s odf FL9174RliAEFL09174r9AffirmationforFBC Sth 2014s. df Created by Independent Third Party: Yes r j idth. 8' Max height. Max section height 24" Solid only - available. ion Instructions R11 II 0609 3 9035 P5 odf R11 II 319040 P1 Post.odfdf RliIITrackSupplementChartP10dR11IIWDJambSupplementPl6spdtBy: JohnEScatesP.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 4R11AE ASTM A 653.pdf FI9174R11AEEvalRept9100ri s.odP FL9174RllAEFL09174r9AffirmationforFBC 5th 2014s. df Created by Independent Third Party: Yes 9174. 19 5140/6100/9400/9600 #0608 avaiMl.b lto'pa. maxthor9ntermediate . Max section height 21". Glazing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 other: Doors with glazing shall not be used in the esswind- borne debris region unless enclosed or un] is a allstructureisdesignedaspYreplacement door. 5140/ 9400/9600 #0607 9174.20 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.90/-28.80 other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structureisdesignedaspartiallyenclosedordoorisa replacement door. Installation Instructions FL2 74 Rll II 0608 319034 P4.odf FL9174RilIITrackSupplementChartP10.120f FL9174 R11 II WDJambSupementPl6 5 pdt olVerified 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 ri s.odf FL9174RliAEFL09174r9AffirmationforFBC Sth 2014s.pdf Created by Independent Third Party. Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 Rii II 0607 3191 3 P5.p_df FL9174RllIITrackSupplementChartPSO pdf FL9174RilIIWDJambSupolementPl6spdfVerifiedBy: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Ril AE ASTM A 653.odf FL9174 R11 AE Eval df Re9100rls.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s. Created by Independent Third Party: Yes Back Next Contact Us Z6o1 Blair tone Road Tallahassee FL 32399 Phone: 85 0-487-1824 . The State of Florida is anAA/EEO employer. Co ri ht 2007-2013 State of Florida.:: Privacy Statement :: 'bili_ tv S ateme°t :: Refund Statement hone, or by traditional mail If you have any questions, please contact 850.487.1395. *Pursuant to UnderFloridalaw, email addresses are public records. If you do not want your a -mail address released in response to a public-rec. ds•reduest, do not sentl' electronicmailtothisentity. Instead, contact the office by p Section455.275(1); Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have o.ne. The Florida statute, may be used far 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 s.which can be made available to the public. To detertniIne if you are a licensee under Chapter plea Product Approval Accepts: 0 * 8 eChitk —, AZED PANEL OPTION — .090" MINIMUM IN MOLDED FRAMES SCREWED. TOGETHER 13 CA HORIZ ANGLE IUM OF (6) #Bxi" SCREWS INSTALLED IN RMEDIATE SECTION (WITH OR WITHOUT INSERTS) MEETS -UNIFORM STATIC DESIGN 13 GA FLAG ANGLE SHOWN ON THIS DRAWING. GLAZING A MAXIMUM HEIGHT OF 13.75" AND A NGTH OF 16.75". GLAZING IS NOT IMPACT 16 GA MIN HORIZ AND DOES NOT MEET THE REQUIREMENTS TRACK 3ORNE DEBRIS REGIONS. 5/18x1-5/8" AZED PANEL OPTION --NOT AVAILABLE AG SCREWS MIN 3 AS OPTION CODE. SHOWN) ; R WOOD DOOR STOP NAILED A MAXIMUM 16 GA MIN VERT MUST OVERLAP TOP AND BOTH ENDS OF TRACK qIMUM 7/16" TO MEET NEGATIVE 5/16x1-5/8" A CK, SLIDE LOCKS, OR OPERATOR REQUIRED. SCREW AT EACH JAMB BRACKET , I SHALL BE CONSTRUCTED WITH FOAMED IN YURETHANE FOAM INSULATION CHEMICALLY 1/4-20x9/16" TRACK 0 30 GA MINIMUM FACER STEEL AND A BOLT AND 1/4-20 HEX ILATEOR32GASTEELBACKER. END CAP NUT AT EACH JB JAMB A MINIMUM 1.4" DEPTH. BRACKET LOCATION ' SIGN OF THE SUPPORTING STRUCTURAL SHALL BE THE RESPONSIBILITY OF THE NAL OF RECORD FOR THE BUILDING OR IE AND IN ACCORDANCE WITH CURRENT CODES FOR THE LOADS LISTED ON THIS JAMB TO BE MINIMUM 2x6 STRUCTURAL IMBER. REFER TO JAMB CONNECTION NT FOR ATTACHMENT TO SUPPORTING 15 GA STIFFENE JAMB BRACKETS RE. SEE SCHELDULE FOR R OPTION — .040" MINIMUM LOUVERS IN QUANITY, LOCATION, AND TYPE FRAMES SCREWED TOGETHER WITH A MINIMUM 8x1" SCREWS INSTALLED IN .THE BOTTOM LOUVERS ARE NOT IMPACT RESISTANT AND MEET THE REQUIREMENTS FOR WAND —BORNE KEY LOCK OR SLICE LOCK REGIONS. LOUVERED SEC11ON REQUIRES R STILE TO BE FACTORY INSTALLED AT THE BOTH ENDS (NOT REQUIRED WITH OPERATOR — SEE NOTE INE OF THE DOOR. 4). SLIDE LOCK SHOWN FOR CLARITY NOTE: (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U—BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTE 1 ON THIS SHEET FOR GLAZING OPTIONS. PERIMPOSED DESIGN PRESSURE DS ON SUPPORTING STRUCTURE DOOR UNIFORM" -LOAD EACH JAMB (PLF) I HEIGHT EQUAL TO 12-0". REVISIONS ADDED SUPERIMPOSED IGN PRESSURE LOADS SUPPORTING ZUC URE AND RIFlED NUMBER OF - iTENERS AND CENTER IGES REQUIRED FOR RROWER DOOR WIDTHS. B 5/10/06 MODIFIED NOTE 8 TO ATE THAT LOUVERS IE NOT IMPACT SISTANT. dT 6/6/07 S MODIFIED JAMB RACKET SCHEDULE FOR T OPTION. ADDED LHR RACK DETAIL SHEET 2. RT 4/17/08 4 ADDED TEXAS LICENSE UMBER TO TITLE BLOCK. HANGED LOUVER NOTE. 4CREASED MAX HEIGHT 0 8'-9". ADDED HIGH IFT AND ROOF PITCH RACK NOTE. IRT 4/29/09 _ ... 15 UPDATED TITLE BLOCK 3RT 5/4/10 NOTE; JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4^20x9 /16' TRACK BOLT AND NQI) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. ALL DOORS NTH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN e' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN (PSF): +25.90/-28.80 MAX WIDTH: tfi'-0" DATE NAME alone TEST (PSF): +38.85/-43.20 MAX HEIGHT: B'-9" DRAWN 3/8/06 GRT IMPACT/CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21 CHECKED 4/6/06 MRB JOHN E. SCATES, PE MODELS 5140/9400/9600 SHEET 1 of 2 3121 FAIRGATE DR: DRAWING PART NO. REV. cARROLLTON, TX 75007 A DIVISION OF OVERHEAD DOOR CORP FL PE 517a7-TXPE 56306/F2203 PENSACO A, FLORIDAI32514 WINDLOAD SPECIFICATION OPTION CODE 0607 319033 P5 RIFSCAOONL OFENGINEER'SN1NDLOAD CONSTRUCTION DETAILS. 850 474-9890 REVISIONS ISTliBLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE WITH THE (8) PRE -PUNCHED TOP FIXTURE TACHED TO TIED HOLES "- HOLES EACH END FACING UPWARD OF U-.BAR - -_ AND ATTACH THRU END CAP AT EACH END WITH (2) 1/4-SREW ' 4-14x5/8' SCREWS SELF DRILLING CRIMPTITE SCREWS FOR STANDARD TRACK AND (3) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS FOR LOW ° o° HEADROOM TRACK (2 OF WHICH ARE USED TO ATTACHED THE TOP BRACKET AS SHOWN). LOW HEADROOM TRACKDETAILA DETAIL A CLER SLIDE ATTACHED TO HOLES IN TOP OF U-BAR- PLACE U-BAR OVER INTEGRAL RIB WITHHIED 1/4-14x5/8" CRIMPTITE SCREWS. THE (8) PRE-PUNCHEO HOLES EACH END FACING UPWARD AND ATTACH THRU ENDNGHOLEINSLIDETOENSURE: 1LIGNMENT OF ROLLERS - CAP AT EACH END WTH SCREWS 14x7/8" SELF DRILLING CRIMPTITE FXCEPTION: U-BAR PLACED OVER TOPEGEATTACHEDNGEATTACHEDRIBONTHEBOTTOMSECTIONSHALLONLY BE ATTACHED THRU END CAP AT EACH SCREWS (2 OF END WITH (1)'1/4--14x7/8" SELF DRILUNG 2E FACTORY CRIMPTITE SCREW LOCATED ON THE D) BOTTOM FLANGE OF THE U-BAR UE TO INSTALL SCREWSSCEWS ATRANCESTHEENDS OF THERED sTORMGARo o° U-BARS, ALL U-BARS SHALL BE WITH INSTALLED ON SECTIONS PRIOR TO STEM DETAIL B INSTALLING ROLLER SLOES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. TINGE ATTACHED PLACE U-BAR OVER INTEGRAL RIB AND ATTACH 1/4-20x5/8" WITH (2) 1/4-20x5/8" IE SCREWS (2 OF CRIMPTITE SCREWS THRU RE FACTORY PRE -PUNCHED HOLES AT ED, 3 OF WHICH EACH INTERMEDIATE HINGE LD INSTALLED INTO LOCATION (1 THRU FLANGE AF, AND 1 OF OF U-BAR AND BOTTOM S FIELD INSTALLED HINGE LEAF AND 1 THRU RE -PUNCHED HOLE WEB OF U-BAR AND AR) INTEGRAL RIB OF SECTION) DETAIL C BOTTOM BRACKET 2Y ATTACHED WITH / -o PLACE U-BAR OVER INTEGRAL RIB NTH 4-14x5/8' / NOTCH DOWN TO CLEAR BOTTOM TTE SCREWS BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-140/8" SELF DRILUNG CRIMPTTTE SCREW AS SHOWN AND USE (1) 1/4-140/8' SELF DRILLING CRIMPTITE SCREW ACROSS THE BOTTOM OF THE BOTTOM U-BAR AT EACH PRE -PUNCHED HOLE AT EVERY DETAIL D HINGE LOCATION. USE (1) 1/4-204/8" CRIMPTITE SCREW AT ALL OTHER PRE -PUNCHED HOLE LOCATIONS. F JOHN E. SCATES, PE 3121 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEERS SEAL PROMOEO ONLY FOR 5) SECTION DOORS WITH (6) 3", 18 GA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN — 4) SECTION DOORS WITH (5) 3", 18 GA, BO KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN — II 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 LOCA'RON, (2) 1/4-140/8" SELF DRILUNG CRIMP71TE SCREWS AT EACH END CAP EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET). (2) 1/4-14x5/8" CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, . AND (1) 1/4-144/8' CRIMPTITE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-O", 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 WIDTHSHALLS BE SA TOTAL OF (5)S THAN OR ASCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (14) SCREWS EACH. 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (6) HOLES INOF EACH USED PRE-PUNCHED FOR THE ATTACHMENTS OFOTHE MTOPFIXTURE ENDAND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-14x5/8" CRIMPRTE SCREWS. 3. 18 GA U-BARS SHALL BE STAMPED "46" APPROXIMATELY 8' FROM EACH END. LOADS RIFIED NUMBER OF__.. TENER5 AND CENTER _ ES REQUIRED FOR tROWER DOOR WIDTHS. 3 5/10/06 MODIFIED NOTE 8 TO 1TE THAT LOUVERS NOT IMPACT 31STANT. T 6/6/07 " MODIFIED JAMB ACKET SCHEDULE FOR T OPTION. ADDED LHR ACK DETAIL SHEET 2. T 4/17/08 ADDED TEXAS LICENSE 1MBER TO TITLE BLOCK. iANGED LOUVER NOTE. CREASED MAX HEIGHT W- 9". ADDED HIGH FT AND ROOF PITCH 2ACK NOTE. RT 4/29/09 5 UPDATED TITLE BLOCK FIT 5/4/10 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN ( PSF): +25.90/-28.80 MAX WIDTH: 16'-O" DATE NAME waN® TEST (PSF): +38.85/-43.20 MAX HEIGHT: 8'-9" DRAWN 3/B/06 GRT IMPACT/ CYCLIC RATED (YES/NO): NO MAX SECTION HEIGHT: 21" CHECKED 4/6/O6 MRB OF 2 SHEET2MODELS 5140/9400/9600 DRAWING PART NO. REV. ASION OF OVERHEAD DOOR CORP PENSACOLA, DFLORIDAI 32514 WINDLOAD SPECIFICATION OPTION CODE 0607 319033 P5 O SPLICE PLATE LOCATION o SEE SCHEDULE a 14" 4AX 12' MAX 12" 'SEE CLIP DETAIL MAX I o ' 1 12" MAX 12" LIP LOCATIONS MAX SEE SCHEDULE 12" MAX TRACK 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 56305/FZ203 ROFESSID14AL ENGINEER'S SEAL PROYiOED ONLr FOR 13 GA MIN CONTINUOL WALL ANGI 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1 /4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE — RSW 0.28" 2 13 GA MIN CONTINU.OUS WALL ANGLE FRACK 3) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1 /4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART DOOR WI D TH MAX PSF 9'-0" 46.0 PSF —52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF 46.0 PSF —52.0 PSF REVISIONS 2 2 INCH TRACK -CLIPS -TEXAS NALL ANGLE 1Z 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 TiTEN HD ANCHORS GIRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY. TO TRACK CLIP SCHEDULE. CRT 5/21/07 P5 UPDATED MODELS LISTED IN CHARTS: UPDATED SPLICE & CUP SCHEDULES. - DLP 9/06/07 P6 UPDATE MOUNTING DETAIL DRAWINGS. CRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE OF THE #8 CLIP (REPLACED WTH #9 ACROSS THE . BOARD). DLP 10/24/07 P8 UPDATED STEEL MOUNTING DETAIL MIRE 04/11/06 P9 EXPANDED 1-1/2" TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH. CRT 12/11/08 P10 UPDATED TITLE - BLOCK CRT 6/2/10 18 D @i DATE NAME DRAWN 8/21/07 GRT CHECKED 8/21/D7 MRB SHEET 1 OF 2 3395 ADDISON DRIVE PEN( 850) A474o9890RIDA 32514 DRAWING PART NO. 307494 REV. P10 TRACK SUPPLEMENT CHART 2 3/4" t1" EDGE DIST E60XX MIN. 1 /8 2-24 1 /8 2-24 MIN 3/16" TTK STEEL FOR x 1-5/8" WALL ANGLE SCREW OR VALENT INTO 2 x 6 N0,2 TRACK CLIP G=0.42) OR ER AT EACH 1/4-20x9/1 OR-PAIR OF TRACK BOLLOCATIONS1/4-20 HEX MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STE 2 3/4" OPTIONAL; WALL ANGLE MAY BE MIN- EDGE DIST ATTACHED TO SUPPORTING STEEL a. WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( a CONCRETE MOUNTING DETAIL JOHN E. SCATES, PE 3121 FAIRGATE DR, CARROLLTON, TX 75007 FL PE 51737 TX PE 56308/FZ203 PROFESSIONAL ENCWNEER•S SEALPROVIDED ONLY FOR ne uninen n 11 MM M1 TAIIS- 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 REVISIONS 2 2 INCH RACK -CLIPS -TEXAS 9ALL ANGLE 12 FOOT PDATED 3P1 5/11/03 13 UPDATED FORMAT. NCREASED ALLOWABLE - PRESSURES TO 45.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED 'TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITEN HD ANCHORS 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 & CUP SCHEDULES. DLP 9/06/07 P6 UPDATE MOUNTING DETAIL DRAWINGS. GRT 10/C5/07 P7 UPDATED CHARTS .TO ELIMINATE THE USE OF THE #6 CLIP (REPLACED WITH #9 ACROSS THE BOARD). DLP 1D/24/07 P8 UPDATED STEEL MOUNTING DETAIL MRB 04/11/05 P9 EXPANDED 1=1/2" TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH. GRT 12/11/08 P10 ADDED MODEL 6700. UPDATED TITLE BLOCK GRT 6/2/10 9100 9400 9600 9700 9800 1"' THICKjMWCO)DEL', CLIP S FROM BOTTOM TO TOP SPLICE PLATE # 4, 4, 4, 4 6 4, 4, 4, 4, 4 6, 4, 4, 4, 4, 4, 4 6, 4, 4, 4, 4, 4, 4, 4 Wagner alb® 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN( 850)A474-989032514 DRAWN 1 13/21/07 GRI CHECKED B/21/0 MRB SHEET 2 OF 2 DRAWING PART NO. REV. 307494 P10 u x- i A Division of Overhead Door Corporation 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 al ternate`td'this document: Rev. P16 SCHEDULE1 5/16" DIAMETER LAG SCREWS 111-0 a No. 51737 D ± STATE OF : W Z IIII 1. BASED ON 5/16" DIAMETER LAG SCREWS II TH A THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLEWITHAMINIMUMOFTHREE (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 = 2401b/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IFMOUNTINGOVERDRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER ANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. 7. MINIMUM EDGE DISTANCE.SHA.LL BE.1/2" MINIMUM FASTENER SPACING SHALL BE 1-1/2", 1., ANDALLHOLESSHALLBEPRE -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. r..-. r-nm PiR SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS rip No. 51737 p : STATE OF : 4! Z 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH AMINIMUMOFTHREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY 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 0F THE BUILDING DESIGNER t AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED 1N 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. Date: 2015.02.20 09:56:58-06'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. SCHEDULE3 3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS 1N NORMALVEIGHT CONCRETE No. 5173T Ott STATE OF : W ZZ 5 0 I 1 ij A11\\`` 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHERWITHAMINIMUMEMBEDMENTDEPTHOF3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/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 MINIMMIREQUIREDSP•ENETRATION. 6. DESIGN OF THE SUPPORT.STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3.- Digitally signed by John E. Scates, P.E. A roved Date: 2015.02.20 09:57:27-06'00' John E. Scates, P.E. 171 Faireate Dr. SCHEDULE4 3/8" O SIMPSON TITEN HD SCREW ANCHORS SCA No. W37 p : STATE OF :+ ki ZZ co 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-314" O.D. WASHER INTO NORMAL WEIGHT UNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH AMINIMUMEMBEDMENTDEPTHOF2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOMOFJAMBSHALLBEPLACEDAMAXIMUMOF6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/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 FASTENERiLENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. s 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THESOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. . Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:01706'00' Approved John E. Scates, P.E. 3121 Fairgate Dr. SCHEDULE 3/8"0 HILT] KWIK BOLT 3 EXPANSION ANCHOR No, 51737 = p ; STATE OF ; 41 Z OA\. PL 0RVD.- N . NA 0 1. BASED ON 3/8"0 HILT[ KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHTUNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH AMINIMUMEMBEDMENTDEPTHOF2-1/2" AND A MINIMUM EDGE DISTANCE OF V. ONLY ONE ANCHOR PER MASONRY UNITCONCRETEMASONRYUNITSSHALLCONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHORS PER JAMB, ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. DIVIDED BY 2. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) EXAMPLE: DESIGN LOAD =30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'4' 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. XIFMOUNTINGOVERDRYWALL, INCREASE,FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE4. S. 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' Approve d John E. Scates, P.E. Wayne Dalian 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 No.51737 p STATE OF : Alt Z sl l NA 1?`\`` Digitally signed 6y John E. Scates, P.E. Date:2015.02.20 09:58:53-06-00' S E SLATES, PE 3121 FNRCATE OR C173I.LTT% TXRPE51]3] PE 563093D5/ F]2113 PROFESSIONAL EN""', SEAL CPRO IO ONIT FORVERRTCATONOWNOLCADCONSTMTI.' OEFAILS G' MAI 6' Ml.... I J DOOR WIDTH I MINIMUM 2.6 83 Ct HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 1 4' 2-3/4' J 2) 3/e' SIMPSON TIEN HO SCREW AMINIMUMM EMBEDM64T DEPTHEOF NO 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4. MINIMUM 2Qnnecaend NOTF. MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. ADER LOCK MINIMUM 2 S #3 rL HEADER LOCK MINIMUM 2> 6 #3 15 HE SOUTHERN PINE BRACKET SOUTHERN PINE BRACKET WMBER. LUMBER. 4' e' 4' 4' 8' q• 1-1/2' 1-1/2' 14) 3/8' DM. LAG SCREWS 4) 3/e' SIMPSON RTEN HD SCREW WITH 7_1/4' D.O. WASHERS. ANCHOR WITH A i-1/4' WASHER AND UC SCREWS SHALL HAVE A A MINIMUM EMBEDMENT DEPTH OF MINIMUM PENETRA710N OF 2-3/4" AND A MINIMUM EDGE 1-9/32' INTO THE MAIN DISTANCE OF 4. SUPPORT MEMBER DFTAILa rlOOO SUPPORT RRUC1llRE DAT NAME MINIMUM 2000 P CROUT Fl GMU ffi MAXIMUM DESIGN LOADNOTEMAXIMUMDESIGNLOADCAPAtlTYOF2430LBS. DRAWN 5 24 07 GRT CAPACITY OF 2400 LBS. SHEET 1 OF 2 CHECKED DRAWING PART NO. REV. JAMB CONNECTION SUPPLEMENT 32462TO P16 7wag a —lion 3395 ADDISDN DRIVE PENSACOLA, FLORIDA 32514 B50) 474-9890 4 MIN 2500 PSI CONCRETE NDTF' MAX ALLOWABLE FASiF]1ER LDAD MAY EXCEED THE DESIGN LDAD OF THE STRUCTURE DESIGN 2 3/4' MIN mGE DIST BOFE THEPSTRSOLERONSIBBITY OFLL D OF RECWD OALRTHESTFt R 3/87 SIMPSON 2-3/4- MIN EM8.JABRACKET LOCAJAMBBRACKET1/4-20z9/16' ATRAC B HIX N SCgT• // TRACKBOLT F T L'hLRFTE f$nl NTNC DF a y`NSE• ,s No.51737 It dr p :• STATE OF k!ZZ O.r •. R/ORID o'2\ . e\\\ i/ilc S+SloN ljj Digitally signed by John E. SEates, P.E. Date: 2015.0220 09:59:26-06'00' J] 21 FAIRAi E CR CARROLLTCN, 1 75DD7 R PE 517V 1 PE 56—/F D3 PRCfF590NA1 DlgNQASOFNINCLSEALSi .-ACO-A,- VBiIDCATIIX.' CAB CO 6' LAG SCREW WITH 1- 9/32' Q1Bm IN CEIlTER OF LL. EACH JPMBBRACKETLOCATION / JAMB BRACKET T 1/¢ 20s9/76' TRACK BOLT AND 1/ 4-20 HEX NU TRACK OIRF_ Th:—C '^ NTNC OETA11 A IB¢ PER LA.S_FA51EN-E3 JAMB CONNECTION SUPPLEMENT DRAWING PART NO. I REV. 324620 P16 Florida Building Code Online Florida` pppppppp product Approval P r" USER: Public user Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 ALLApplicationType 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 FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure Search Results - Applications E_FLj4o39q-R2 ype Manufacturer evision PlyGem Windows Category: Windows Subcategory: Single Hung Validated By Page 1.of 1 Refine Search 14039 ALL ALL ALL ALL ALL ALL ALL Status National Accreditation & Management Institute Approved 804) 684-5124 r• nmmission if necessary. 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.:: Privacv Statement :: Accessibility _Statement :: Refund Statement hone orb traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to UnderFloridalaw, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronicmailtothisentity. Instead, contact the office by p Y s if Section they have 5one5iTheelmails provided may effective usedorofficiall ommulicens m eesIon withthe licensee. ensee. Howeveremail ddresses are public record. If you do nvide the Departmentwithanlotwishsupplya personal address, please provide the Department with an address Which can be e available to the public. To determine if you are a licensee under please click here Product Approval Accepts: Credit .Safe curtt &, c' E Icic Page 1 of 2 Florida Building Code Online U User Registration ; Hot Topics j Submit Surcharge stars & Facts j Publications j FBC Staff BCIS Site Map 'I Links Search BCIS Home Log In Florida ( 0.6 productApproval USER: Public User Application DetailProductAo_ or al Menu > Product or Aoolicatlon Search > AaPlication List > FL # FI-14039-112 M_ Revision Application Type 2014 Code Version Approved Application Status 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 Date Revised Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 614) 532-3596 luanne. harris@plygem.com Adam Blomberg abommberg@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 04/2-2/2015 04/22/2015 04/25/2015 10/12/2017 Year 2005 Florida Building Code Online. of Products FL # Model, Number or Name 14039.1 4712/4812 Single Hung Limits of Use Approved for use in HVHZ- No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A other: See installation detail for sizes and ratings. Page 2 of 2 Description 4712FL/4712F/4812F Single Hung Certification Agency Certificate A 14039 R2 C CAC NI010366 01-R2.odf FL14039 R2 C CAC NI010366.02-R2.pdf FL14039 R2 C CAC NI010366 03 R3.1)df FL14039 R2 _CCAC NI010366-R2.odf FL1403I R2 C CAC NIU10367.02-R1.Ddf FL14039 R2 C CAC NI010367 03-Rl.odf Quality Assurance Contract Expiration Date 08/ 31/2018 Installation Instructions FL14039 R2 II PGW029 SS.odf FI 14039 R2 II PGWU30 AT. Verified By: Hermes F, Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R2 AE PER3050 SS 2015-04-19.pdf Created by IndependentThlyd Party: Yes 8adc Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 85_ 0-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released in response to apublic-records request, do not send electronic mail la this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.13 n *Puil rsuantto er Section they have .275 he elmails provided may le used Por offs allcommuniration w2, licensees sththedelicensee, Howerever email adS. must dressessesarepublicecord.rovide theDepartment 'If y udo not wish sto fsupply a personal address, please provide the Department with an email address Fsswplease clickheree available to the public. To determine if you are a licensee under Chapter Product Approval Accepts: weal E Credit• Safe SCCIIIIt { 4t eiRlC " e,9— rf-0a12 iALLATION NOTES: VE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, VLESS OTHERWISE STATED. 4E NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF NCHORS TO BE USED FOR PRODUCT INSTALLATION. STALLNDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF tl/21NCH OF HE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT ONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE JSTALLATION ANCHOR TO THE NEXT, LANGE INSTALLATION: FOR INSTALLATION THROUGH IX BUCKTO ONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 31.16 NCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH AINIMUM EMBEDMENT. 1 LANGE INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) il10 ELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS AINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. IN INSTALLATION: FOR INSTALLATION THROUGH STEELSTUD USE ONE (1)108 ELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 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. FOR HOLLOW BLOCK AND 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. INSTALLATION ANCHORS SHALL SE -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. 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 KSL MINIMUMWALLTHICKNESSOF33 MILS. (20 GUAGE) PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 15 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 1D1/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 TH E 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 ISTHE 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 FORA 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 PROTECTTHIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. S. WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. S. DESIGNATIONS"X"AND"O"STAND FOR THE FOLLOWING: X. OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL VINSTALLATION NOTES Z ELEVATIONS$ ANCHOR LAYOUTS 3 4712FL VERTICAL 4 HORIZONTAL SECTIONS 4 4712F VERTICAL 6 HORIZONTAL SECTIONS 5 4812F VERTICAL d HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILEIMPACT 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 4812F 48" 84" 50 / -60 N OT RATED 4812F 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' Vie Pay GEMVdINDOWS 433 N. MAIN ST.. PO BOX 5W, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 m m 0 N ZZ m a v ¢o o¢:e N Z LU m Z¢m¢¢ a H a Z W H Z Q Z ^ CV Q v w mm e P a md N a DW67F: PGWO29 SHEET: 1 OF UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44" B F 3 4 D 0„ VIT SAX. IGHT I i A E 3 4 SASH MAX. WIDTH 51.25" ELEVATION D.L.O. MAX. HEIGHT 33.25" ASH MAX. HEIGHT 36.31" SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE 'Irl ANCHOR LAYOUT 01.0 MAX. WIDTH 44.31" Ka,', D 5 3 UNIT MAX. HEIGHT 96.00" SEE ANCHOR SCHEDULE 5EEANCHOR SCHEDULE UNIT MAX. WIDTH 48.00"' 5 8 F 3 4 D.L.O. MAX. HEIGHT SASH MAX. HEIGHTL=:L 35.BB" SASH MAX. WIDTH 46.25" ELEVATION EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE INSTALLATION QTY PER SUBSTRATE EMBEDMENT DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN') IN.) IN.) IN.) IN.) IN.) B SELF -TAPPING FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 4 3/16" ITN/ TAPCON FLANGE 1 CONCRETE/MASONRY 1 1.25 2.5 20 20 4 10 SELF -TAPPING FLANGE 1 STEEL STUD I 3 THREADS NIA 20 20 4 A PLyWINW 433 N. MAIN ST., PO BOX 558, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-434.6663 m Z o N • a UmW n m Z ¢ ° H W Z n _ w ¢ Swa W o m w a d M W F- LL: All Ho m N" mz V1 n Zg =S.v.Z In co 'S V N DWG #: PGW029 SHEET: 2 OF 5 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN bGEEMIN. CONCRETE/ MASONRY & 1X EDGE DISTANCE WOOD BUCK BY OTHERS IX WOOD BUCK BY OTHERS I EXTERIOR FINISH BY OTHERS EMBEDMENT MIN. PERIMETER CAULK / 1 MAX. SHIM O. A. -BY OTHERS SPACE WINDOW ` J HEIGHT — t_ SEE GLAZING EXTERIOR DETAILI INTERIOR g VERTICAL SECTION 3 HEAD - 1X WOOD/CONCRETE/MASONRY 4712 FLANGE EXTERIOR INTERIOR SEE GLAZING DETAIL A 1 O. A. WINDOW HEIGHT STRUCTURAL GRADE 1/4" MAX. SILICONE BY OTHERS SHIM SPACE EXTERIOR FINISH BY OTHERS IX WOOb BUCK :'i • .'..: "..."a N' BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & 1X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS A VERTICAL SECTION SILL- IX WOOD/CONCRETE/MASONRY 4712 FLANGE 1/ 4" MAX. SHIM SPACE 3 THREADS MIN. ENGAGEMENT 10 SELF -TAPPING SCREW —y I INTERIOR INSTALLATION ANCHOR METAL STUD FRAMING SEE GLAZING BY OTHERS I DETAILI J SHEATHING" BY OTHERS EXTERIOR EXTERIOR FINISH •.•••.....• BY OTHERS O.A. PERIMETER CAULK WINDOW BY OTHERS WIDTH HORIZONTAL SECTION 3 JAMB -STEEL STUD FRAME 4712 FLANGE 11/ 4" MIN. EMBEDMENT 1/ 4" MAX. —I CONCRETE/ MASONRY BY OTHERS SHIM SPACE CAULK BETWEEN CONCRETE/ MASONRY & IX WOOD BUCK BY OTHERS INTERIOR 1X WOOD BUCK BY OTHERS 3/ 16" ITW TAPCON INSTALLATION ANCHOR 21/ 2" MIN. EDGE DISTANCE SEE GLAZING DETAIL 1 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK O. A. BY OTHERS r - WINDOW — WIDTH C HORIZONTAL SECTION 3 IAMB -1X WOOD/CONCRETE/MASONRY 4712 FLANGE Ply GEMI WINDOWS433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, 4A 24151 PH: 540-484-6348 M 54Q-484-6683 J cJ Z m m U v Y h vI O= m fy. 2 w C Z b a H G a Jo cu ¢Z m w a uZ omauDWG #. PGW029 SHEET: OF SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. 1 WINDOW HEIGHT f1SEEGLAZING- DETAILI EXTERIOR 3 THREADS MIN. ENGAGEMENT 1/4" MAX. SHIM SPACE VERTICAL SECTION I, HEAD -1XW00D/CONCRETE/MASONRY 4712 FIN SEE GLAZING DETAIL 1/4" MAX. SHIM SPACE B SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS B SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 3 THREADS MIN, 1 ENGAGEMENT SHEATHING ......•••• ........ BY OTHERS EXTERIOR FINISH •..• •.•.. •.. ..'. •• BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW WIDTH HORIZONTAL SECTION I, JAMB -STEEL STUD FRAME 4712 FIN EXTERIOR .. ' 1 INTERIOR O.A. O WINDOW 1/4" MAX. HEIGHT SHIM SPACE PERIMETER CAULK BY OTHERS EXTERIOR FINISH METAL 5TUD FRAMING BY OTHERS BY OTHERS SHEATHING B SELF -TAPPING SCREW BY OTHERS 3THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT E . VERTICAL SECTION 4 SILL -PRECAST CONCRETE 4712 FIN EXTERIOR a) VERTICAL SECTION I, MEETING RAIL l Pay -GEMWINDOWS 433 N. MAIN 5T, PO BOX 55" ROCKY MOUNT, VA 24131 PH: 540-484-6348 FX: 540-484-6663 INTERIOR m. o¢ Z#:o v' G Hoo x SEE GLAZING DETAILI N = b o = c z jcy. OH U 2 n G U N u S m Z a' U,Z HH¢ a0C) iu "" Z m Via m 17-1 LU¢ a " EXTERIOR w. a m Z C) I—{ z u Lu w INTERIOR vz Q U V) DWG #; PGWO-29 SHEET: 1/4" MAX. SHIM SPACE 3THREADS MIN. Ply SHEATHINGENGAGEMENT8SELF -TAPPING SCREW r," ram -GEM 4 WINDOWS BYOTHERSINSTALLATIONANCHOREXTERIOR FINISH METAL STUD FRAMING 8 SELF -TAPPING SCREW INSTALLATION ANCHOR 433 N. MAIN KYMOUNTPVA415] 9 BY OTHERS BY OTHERS INTERIOR PERIMETER CAULK METAL STUD FRAMING PH:540-484-6348'FX: W-484-6683 BY OTHERS BY OTHERS SEE GLAZING NO Z o 3 THREADS MIN. DETAIL 1 O. A. 1 1/4" MAX. ENGAGEMENT N i WINDOW HEIGHT SHIM SPACE SHEATHING---- o o ¢ u 3/ 4" O.A. INSULATED BY OTHERS N m Z ¢ m p fSEEGLAZING) GLASS riiii.: a...... DETAIL1 o V Lu Z EXTERIOR INTERIOR bOW 1199 EXTERIOR FINISH EXTERIOR a BY OTHERS a omSILICONEO. A. PERIMETERCAULKWINDOW BY OTHERS WIDTH a VERTICALSECTIONHORIZONTALSECTIONm 5HEAD -1X WOOD/CONCRETE/MASONRY 5 JAMB - STEEL STUD FRAME 4812 FIN 4812 FIN 1/ 2" MIN. GLASS fi 1/4" MAX. Z SEE GLAZING BITE SHIM SPACE O DETAIL 1 GLAZING DETAIL 1 H 1 B SELF -TAPPING SCREW a I EXTERIOR INTERIOR INSTALLATION ANCHOR W uU O. A. WINDOW NOTE: METAL STUD FRAMING 7' a HEIGHT 1/4" MAX. GLASS THICKNESS AND TYPE OTHERS SHIM SPACE SHALL COMPLY WITH ASTM E 1300 GLA55CHART REQUIREMENTS Ci Z INTERIOR 3THREADS MIN. PERIMETER CAULK ENGAGEMENT BY OTHERS. EXTERIOR FINISH METAL STUD FRAMING SHEATHING BY OTHERS SHEATHING BY OTHERS 8 SELF - TAPPING SCREW BY OTHERS u:: m N BYOTHERS 3 THREADS MIN. INSTALLATION ANCHOR EXTERIOR FINISH F L ENGAGEMENT SEEGLAZINGBYOTHERS- DETAIL S PERIMETER CAULK BY OTHERS 11 w - EXTERIOR O. A. 1- o Z v Z FN WINDOW — om a liZ I VERTICAL SECTION WIDTH DWG : 5 SILL - PRECAST CONCRETE HORIZONTAL SECTION P 4812 FIN rj JAMB - STEEL STUD FRAME SHEET: F) OF 5 4812 FIN 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 t1/2 INCH OF THE DEPICTED LOCATION. IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSI DERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR 70 THE NEXT. 4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) #8 WOOD SCREW, 000 COMMON NAIL OR 11 GAUGE ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 5. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) A10 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. B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. PLY GEM WINDOWS 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 101/1.5.2/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. BUCKDESIGN 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. _ 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECTTHIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 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 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 RATINGVVIDTH7HEIGHT 4712FL 48" 83.93" 50/-70 NOT RATED 4712FL 53" 72"' 50 / -ED N aT RATED 4712F 53" 72" 50/-60 NOT RATED 4712F 48" 83.93" 50/-60 NOT RATED 4812F 48" 84" 50/-60 NOT RATED 4812E 1 48" 96" 1 +30/-30 1 NOTRATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date:2015.04.10 10:47:11-04'00' 5PLyWINDOWSGEM 433 N. MAIN 5T„ PO BOX 559, ROCKY MOUNT, VA Z4151 PH: 540-484-6348 FX: 540-484-6683 mmm V) ZZ. U) SiJ H.0 `° < Z- N- H K Z nUj m wa aw ly o~ u_ . r. •psi m.U) m 0 :- __ 1z m0 Q, DWG #: PGwo30 SHEET:OF 5 UNIT MAX. WIDTH 53.00"- 1).L.0 MAX. WIDTH 49.44" 8 F 3 4 D UNIT MAX. HEIGHT 72.00" H 4 „X„ A E 3 4 SASH MAX... WIDTH 61.25" ELEVATION t D.L.O MAX. WIDTH 44.31" F iD.L.O. MAX. HEIGHT 33.25" UNIT MAX. HEIGHT 96.00" SASH MAX. HEIGHT 36.31" SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE I SEE ANCHOR SCHEDULE L SEE ANCHOR SCHEDULE ANCHOR LAYOUT UNIT MAX. WIDTH 48.00"-' Ir PLy GEM WINDOWS J 433 N. MAIN ST., PO BOX 559, 5 ROCKY MOUNT, VA 24151 B F 3 4 PH: 540-4B4-6348 FX: 540i94-6683 m YYD.L.O. MAX. H o o g HEIGHT 45.56" o V SASH MAX, m ty v F- HEIGHT ¢ w ¢ Z47 C Gm. Lo. 35.88" v o w 4- p. p Z H ° LLJ mN ¢ Z m w a a w a a 3 4 5 w_ SASH MAX. WIDTH 46.25" ELEVATION ANCHOR TYPE INSTALLATION QTY PER EMBEDMENT EDGE EA -D 5ILL YAMBO.C, CORNER HYPE LOCATION SUBSTRATE IN.) DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE IN.) IN.) IN.) IN.) IN.) 8 WOOD ANCHOR FIN 1 WOOD 1.5 0.75 12 12 9 4 SOD COMMON OR 11 GAUGE ROOFING NAIL FIN 1 WOOD 1.5 0.75 12 12 9 4 lo WOOD ANCHOR FLANGE 1 WOOD 1.5 0.75 20 20 4 ow ~ I-)z p O p U bWG #; :: PGWO30 10 WOOD SCREW 11/2" MIN. INSTALLATION ANCHOR 1/4" MAX. EMBEDMENT CAULK BETWEEN SHIM SPACE CONCRETE/ MASONRY & 2X CAULK BETWEEN PLyWOODBUCKBYOTHERSINTERIORCONCRETE/ MASONRY & 2X GEM CONCRETE/ MASONRY BY OTHERS 3/4" MIN. EDGE DISTANCE WOOD BUCK BY OTHERS WINDOWS - CONCRETE/MASONRY 43314, MAIN 5T., PO BOX 559, ZX WOOD BUCK Y ' BY OTHERS ROCKY MOUNT, VA 24151 BY OTHERS 2X WOOD BUCK 11/2" MIN BY OTHERS PH: 540-4B4-634B FX: 540-_484-6663 EXTERIOR FINISH EMBEDMENT 10 WOOD SCREW BY OTHERS ^::•::•: INSTALLATION ANCHOR Z 1/4" MAX. r . H Q o. SHIM SPACE 3/4" MIN, O lb2Z N > m am a AK EDGEDISTANCE Z p STRUCTURAL GRADE 4.A. SILICONE BY OTHERS WINDOW U+ v vWi z m _Z ¢ m a a.Z r¢+ a HEIGHT Z m j SEE GLAZING SEE GLAZINGLu a m a EXTERIOR DETAIL 1 INTERIOR DETAIL 1 EXTERIOR FINISH g7 m EXTERIOR BY OTHERS STRUCTURAL GRADE w SILICONE BY OTHERS r WINDOW —. a WIDTH T VERTICAL SECTION HORIZONTAL SECTION m 3J HEAD - 2X WOOD BUCK JAMB - 2X WOOD BUCK v) Z4712FLANGE4712FLANGEO 1/4" MAX. 11/2" MIN. SHIM SPACE EMBEDMENT H o SEE GLAZING 2X WOOD BUCK BY OTHERS INTERIOR w w a EXTERIOR DETAIL 1 INTERIOR 10 WOOD SCREW INSTALLATION ANCHOR ZSEEGLAZING O.A. WINDOW DETAIL 1 HEIGHT 1/4" MAX. SHIM SPACE 3/4MIN. " EDGE DISTANCE Yt * a W- O - i 3 S' zSHEATHING-- O • & ^ BY OTHERS EXTERIOR 1L F n STRUCTURAL GRADE SILICONE BY OTHERS EXTERIOR FINISH V. BY EXTERIOR FINISH p , OTHERSBY OTHERS m. N1m1t 2XWOODBUCKBYOTHERSSTRUCTURALGRADE O.A. C3d. w CAULK BETWEEN 5ILICONE BY OTHERS WINDOW --^ o Z" V). Z Z CONCRETE/ MASONRY & 2X o o Q - u WOOD BUCK BY OTHERS bWG #: PGW03_ 0 CONCRETE/MASONRY VERTICAL SECTION HORIZONTAL SECTION BY OTHERS3SILL- 4X WOOD BUCK 4712 FLANGE 3 JAMB-2X WOOD FRAME 4712 FLANGE SHEET: OF _ 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 0 WINDOW HEIGHT t _ SEE GLAZING bETAILI EXTERIOR 11/2" MIN. EMBEDMENT SOD COMMON NAIL oR 11 GAUGE ROOFING NAIL INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR VERTICAL SECTION 4, HEAD - 2X WOOD BUCK 4712 FIN 3/4" MIN. EDGE DISTANCE ZX WOOD BUCK BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR SEE GLAZING DETAILS EXTERIOR INTERIOR 1 O.A. WINDOW HEIGHT 1/4" MAX. SHIM SPACE PERIMETER CAULK 3/4" MIN. EDGE BY OTHERS v DISTANCE EXTERIOR FINISH b-, BY OTHERS ,. 2X WOOD BUCK BY OTHERS 8 WOOD SCREW CAULK BETWEEN 11/2" MIN. INSTALLATION ANCHOR CONCRETE/ MASONRY & ZX EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/MASONRY VERTICAL SECTION BY OTHERS 4 SILL- 2X WOOD BUCK 4712 FIN 1/4" MAX. SHIM SPACE 11/2" MIN. 1 EMBEDMENT SHEATHING— BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. r— WINDOW —- WIDTH HORIZONTAL SECTION LI, JAMB-2X WOOD FRAME 4712 FIN K-H- VERTICAL SECTION L MEETING RAIL INTERIOR SEE GLAZING DETAIL EXTERIOR PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-66B3 mMM 0N p Q a H 0 V)2Z 6.mJm u- O = oa.: owl m m tt; wvi. Z m H¢ Z H a moo. w J ¢Z m d m w-: a 0 H zO H Lij o 1r1111,.L1J uZ: o_wa DWG #: PGWo30_= SHEET: 4-OF-5 1/4" MAX. SHIM SPACE CAULK BETWEEN 3/4" EDGE MIN. PL , GEMCONCRETE/:MASONRY & 2X - EDGE DISTANCE — r j-- Y GEMWOODBUCKBYOTHERS11/2" MIN. WINDOWS CONCRETE/ MASONRY BY OTHERS EMBEDMENT 433 N. MAIN ST., PO BOX 559, 2X WOOD BUCK 2X WOOD BUCK BY OTHERS INTERIOR ROCKY MOUNT• VA 24151 BY OTHERS #8 WOOD SCREW 101) COMMON NAIL OR 11 PH: 540-484-6348 FX: 540-484-6683 4 INSTALLATION ANCHOR GAUGE ROOFING NAIL m EXTERIOR FINISH INSTALLATION ANCHOR----_ro BY OTHERS C PERIMETER CAULK H a o1/4" MAX. SEE GLAZING 2 mBYOTHERS > mSHIMSPACE11/2" MIN. / DETAILS = z 2 m m EMBEDMENT 9 z b = x SHEATHING ' N OOr m w O.A. BY OTHERS G m- Z m WINDOW EXTERIOR v vwi Z Luo- o Z. H HEIGHT a ¢ e In R SEE GLAZING LU Co w f DETAIL 1 3/4" O.A. INSULATED EXTERIOR FINISH `' :wiz GLASS BY OTHERS ° EXTERIOR INTERIOR PERIMETER CAULK- DOW 1199 BY OTHERS O.A. o SILICONE \ WINDOW WIDTH m' • :. VERTICAL SECTION L HORIZONTAL SECTION HEAD-2X WOOD BUCK / JAMB-2X WOOD FRAME Z _ 4812 FIN 4812 FIN _ 1/2" MIN. GLASS 3/4" MIN. O ZBITE EDGE DISTANCE CAULK BETWEEN u') O GLAZING DETAIL 1 INTERIOR 1/4"MAX. CONCRETE/ MASONRY &2X H - NOTE: - SHIM SPACE WOOD BUCK BY OTHERS >~ -- SEE GLAZING GLASS THICKNESS AND TYPE SHALL COMPLY P . CONCRETE/ MASONRY L J w DETAIL 1 BY OTHERS t a WITH ASTM E 1300 GLASS CHART REQUIREMENTS 2X WOOD BUCK BY OTHERS 8 WOOD SCREW O.A. EXTERIOR INTERIOR INSTALLATION ANCHOR O WINDOW 0 Z HEIGHT \\\\ HIM SPACE 11/2" MIN. `1 0 . EMBEDMENT : .. £ SEE GLAZING /Z7 p DETAILS PERIMETER CAULK ~ u BY OTHERS 3/4" MIN. EDGE n ? DISTANCE EXTERIOR FINISH i b . BY OTHERS EXTERIOR FINISH 2X WOOD BUCK BY OTHERS EXTERIOR BY OTHERS PERIMETER CAULK J! 11 #8 WOOD SCREW w m _ JCAULKBETWEEN 11/2" MIN. INSTALLATION ANCHOR WINDOW BY OTHERS ~¢ o Z L . y = ¢ pCONCRETE/ MASONRY & 2X EMBEDMENT WIDTH a m 3 2- u Z WOOD BUCK BY OTHERS o p u w CONCRETE/MASONRY VERTICAL SECTION [HORIZONTAL SECTION DWG#' BY OTHERS S SILL- 812FIN BUCK JAMB-2XWOOD BUCK PG1N030 4s12 FIN 5 4812 FIN SHEET: -F :OF 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 Search Results Appuca Ions FL# Type Manufacturer Validated By Status FL15264-R1 Revision Ply Gem Windows Category: Windows Locke Bowden 334) 300-1800 Approved Histor Subcategory: Mullions if necessa rv. APPEUveI vy 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. 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 455,s. emailaddress which can be cl" ck made available to the public. To determine if you are a licensee under Chapter Product Approval Accepts: MW .:. _ : ® cChcci. M Credit L urif%tlmErKict; Comments Archived Ply Gem Windows Product Manufacturer 433 N. Main St. Address/Phone/Email Rocky Mount, VA 24151 614) 532-3596 luanne.harris@plygem.com Adam Blomberg Authorized Signature ablomberg@plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Windows Category Mullions Subcategory Hance Method Evaluation Report from a Florida Registered Architect or a Licensed Comp Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero P.E. the Evaluation Report PE-73778 Florida License National Accreditation and Management Institute Quality Assurance Entity Quality Assurance Contract Expiration Date 12/31/2018LockeBowden Validated By Validation Checklist -Hardcopy Received certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15264 RI COI COI PLY GEM SS 2015-02-19.odf 1710.5.3 Product Approval Method Method 2 Option B Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised ummary of Products 02/19/201S 02/24/2015: 03/01/201S 04/15/2015 10/12/2017 Page 2 of 2 FL # Model, Number or Name Description 15264.1 Series 4700 Fn Aluminum Mullions Limits of Use Installation Instructions FL15264 R1 II PGW130 SS 2015-01-02.pdf Approved for use in HVHZ: No Verified By: Hermes F. Norero, P.E. Florida P.E. 73778ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: Yes Impact Resistant: Yes Evaluation Reports Design Pressure: N/A an impact protective FL15264 Ri AE PER3064 SS 2015-01-02.p Yesother: This product does not require system for wind borne debris region ZONE 3 or LESS. See Created by Independent Third Party: drawing PGW130 for design pressure tables, installation details, and anchoring instructions. 15264.2 Series 470 Flange Aluminum Mullions limits of Use Installation Instructions FL15264 RI II PGW131 SS 2015-01-02.pdf Approved for use in HVHZ: No Verified By: Hermes F. Norero, P.E. Florida P.E. 73778ApprovedforuseoutsideHVHZ: Yes Created by Independent Third Party: Yes Impact Resistant: Yes Design Pressure: N/A Evaluation Reports FL15264 R1 AE PER3065 SS 2015-01 02.pdother: This product does not require an impact protectivedebrisregionZONE3orLESS. See Created by Independent Third Party: Yes system for wind borne drawing PGW131 for design pressure tables, installation details, and anchoring instructions. Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-4B7-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement y yquestions, please contact 850.487request, Pursuant toUnderFloridalaw, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone orb traditional mail. If you have any Section they havesone5lTheFemails provided may lvee used for official communicationommustieeslon with thicensedeIcenseere. Howter e ver email addresses are public record. Ifyou do not wish t if supply a personal address, please provide the Department with an email add ess whichplease n be made available to the public. To determine if you are a licensee under Chapter here . Product Approval Accepts: MW W ® cLhccl 4700 FIN MULLION S: HE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC, SECTION 1710.5.3. S ULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 FIN ALUMINUM EXTRUDED MULL WITH ALUMINUM ANCHOR CLIP WHEN USED TO MULL WINDOWS WITH A HORIZONTALLY OR ERTICALLY CONTINUOUS MULLION. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS ZONE 3 OR LESS. IN DIVIDUAL U NITS MUST BE IMPACT RATED. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. USE#10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF II/2" INTO WOOD FRAMING. (SEE CHARTS& NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE AND ANCHOR NOTES). USE 3/16" 11W TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 11/4" INTO CONCRETE/MASONRY SUBSTRATE. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FORDESIGN PRESSURE AND ANCHOR NOTES). 2X4 WOOD BUCKS TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE. THIS MULLION IS ONLY VALID WHEN USED IN CONJUNCTION WITH APPLICABLE HORIZONTAL PLY GEM PRODUCTS. MULL SPAN ALL WINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL. . MULLION MATERIAL: 6063-T6 ALUMINUM. CLIP MATERIAL: 6063-T6 ALUMINUM INSTALLATION ANCHOR-CAPA:CrhES FOR PRODUCTS TRANSOM HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE HEIGHT FOLLOWING PROPERTIES: D A. WOOD-M I NIMUM SPECIFIC GRAVITY OF 0.55. Do, E B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF3000 PSI. 2 2 2 C. MASONRY- STRENGTH CONFORMANCETO ASTM C-90, MULL CLIP W/ GRADE N,TYPE 1(OR GREATER). ANCHORS, TYP TABLE OF CONTENTS EET REVISION SHEET DESCRIPTION WINDON 1 A MULLION ASSEMBLY ELEVATIONS & NOTES HEIGHT 2 - MULL VERTICAL & HORI. SECTION DETAILS AND ANCHORING 3 _ MULLION COMPONENT DETAILS C ` 4 HORIZ,.ONTAL MULLION DESIGN PRE55URE CHARTS 2 \ 5 - VERTICAL MULLION DESIGN PRE55URE CHARTS HORIZONTAL MULLION FOR SIDE -BY -SIDE WINDOWS W/ TRANSOM WSPLxvlNoows D TRANSOM 433 N, MAIN 5T., PO BOX 559, 2 2 HEIGHT ROCKY MOUNT, VA 24151 WINDOW MULL CLIP W/ WIDTH ANCHORS, PH: 540-984-6348 FX: 540-484-6683 m TYP UNIT 2 Z d m " WINDOW HEIGHT Z d V HEIGHT g w Z Z wv C)) Lu r¢ m H H m c H m HORIZONTAL I ty,. H a m MULL 5PAN U-; n<. w n a HORIZONTAL MULLION FOR WINDOW WITH TRANSOM a a o 0 U Q, U V) W W Z H WINDOW A z WIDTH I _ VERTICAL 2 WINDOW ti sd. MULLION - SPAN \ HEIGHT MULL CLIP W/ z \ % y•, F- dig ; ANCHOP,S, TYP VERTICAL (TWIN) MULLION FOR z p U SIDE -BY -SIDE WINDOWS DWG#: 1DigitallysignedbyHermesFNorero, F.E. PGW 13 0- Reason: I am approving this document Date: 2015.01.02 13:05:38-05'00' sHEET: 1 OF 5 . BY OTHERS INSTALLATION ANCHOR TWO (2) PER ANCHOR CLIP - SEE NOTE5 4 & 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS MULLION FRAME 11090 MULLION CLIP 11087-2 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS 11/2" MIN. EMBEDMENT i D.A. WINDOW HEIGHT INTERIOR EXTERIOR A VERTICAL SECTION i 2 HEAD-2X WOOD/CONCRETE/MASONRY MULL ANCHOR CLIP MULLION FRAME. 11090 NTERIORI EXTERIOR g VERTICAL SECTION L 4700 FIN MULLION EXTERIOR INTERIOR O.A. WINDOW HEIGHT MULLION CLIP 11087-2 1 1/4" MIN. EMBEDMENT MULLION 11090 EXTERIOR FINISH _ BY OTHERS INSTALLATION ANCHOR IX WOOD FRAME TWO (2) PER ANCHOR CLIP BY OTHERS (OPTIONAL) SEE NOTES 4 & 5 ON SHEET 1) 2-1/2" MIN. CONCRETE/MASONRY EDGE DISTANCEBYOTHERS C VERTICAL SECTION Z SILL -CONCRETE MASONRY MULL ANCHOR CLIP 1 1/2" MIN. EMBEDMENT 3/4" MIN. EDGE DISTANCE MULLION FRAME 11090 MULLION CLIP 11087-2 N . INSTALLATION ANCHOR TWO (2) PER ANCHOR CLIP SEE NOTES 4 & 5 ON SHEET 1) SHEATHING O.A. WINDOW WIDTH BY OTHERS EXTERIOR FINISH BY OTHERS p HORIZONTAL SECTION 2 JAMB -2X WOOD FRAME MULLANCHOR CLIP 1/4"-20 TEK SCREW 2 EACH SIDE) MULLION FRAME 11090 EXTERIOR 'H, T-CLIP INTERIOR 11091 WINDOW FRAME E VERTICAL SECTION 2 T-MULLION Ply GENT1INDCINS 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540484-6683 z m C)' z- W y U far x. H p 0 a v yQx m to mmJV Z xu p U z W o u N T Z¢ m_ D p m W p m LU4(E m H a Z 0 V H H w v w p O ti N 1 Z J N a N p a U PG1N130 SHEET: O F2 5 - 0.210" DIA. r 3/B" 17/8" i I 31/161, 1 7/B" 2 5/18" T o i/4"• ` 15/16" 1/8" ----I ANCHOR CLIP #11087-2 6063-T6 ALUMINUM r 2 7/8" -I +` 13/ 1 5/16" 117/16" 77 3/B" 4700 FIN MULLION (#11090) 6063-T6 ALUMINUM HORIZONTAL MULLION VERTICAL MULLION 11090 11090 1/4"-2C TEKSCREW T-CLIP 2 EACH SIDE) 11091 0.165" DIA. 3/8" 7/16" 7/8" 111/16" 3 1/411 If 4" T-CLIP #11091 6063-T6 ALUMINUM USED TO MULL VERTICAL MULLION TO HORIZONTAL MULLION nPLYGE WIND JWa 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA Z4151 PH: 540184-6349 FX: 540-484-6663 Z H Z0 0 J ~ d m JU_ Z ZO V W V o a m z ¢ m Z p a Z¢ a 0 C6 ID mw41 ey. ; V w Mo. F a 0 H z H H V W w O z NLLI j- Z en m .UL h ULy= UZOpU1n DWG #; PGW130- SHEET: 3 OF'S . DESIGN PRESSURE CHARTS FOR CONTINUOUS HORIZONTAL MULLION mum design pressure capacity chart s 4700 Horizontal mullion, single with transom (11090) I pressures are limited either by mullion or anchor screw or anchor cli p capacity. eight (in) Unit width (in) w Transom 18.0 .21.0 _24.0 27.6 30.6 33.0 36.0 39.0 42.0 45.0 48.0 53.0 ximum design pressure capacity chart (pst) ies 4700 Horizontal mullion, twin with transom (11090) ign pressures are limited either by mullion or anchor screw or anchor clip capacity. Heigh[ (in) Unit width (in) Idow Transom S.0 12.0 6.0 18.0 2.0 21.0 B.0 24.0 4.0 27.0 0.0 30.0 6.0 33.0 2.0 36.0 36.0 42.0 48.0 54.0 60.0 66.0 72.0 79.0 84.0 90.0 96.0 106.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.0 61.1 52.7 43.3 32.0 75.0 75.0 75.0 75.0 75.0 75.0 67.3 57.2 49.2 42.7 35.1 25.9 75.D 75.0 75.0 75.0 75.0 67.5 56:5 47.9 41.2 35.8 29.7 21.9 50 75,0 75.0 73.7 68.8 58.3 48.7 41.4 35.6 30.9 25.8 19.0 75.0 72.0 65.7 60.9 57.3 51.4 43.0 36.4 31.3 27.2 23.0 16.9 70.0 62.1 56.3 51.a 48.5 45.8 38.5 32.6 28.0 24.3 20.7 15.2 61.8 54.6 49.2 45.2 42.0 39.5 34.9 29.6 25.4 22.0 18.9 13.9 55.3 48.7 43.8 40.0 37.1 34.7 32.0 1 27.1 1 23.2 1 20.1 1 17.4 1 1V.7 50.0 43.9 r39.4 35.9 33.2 31.0 29.2 25.0 21.4 18.6 16.1 11.8 NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULLCLIPS INWOOD FRAMING INSTALLATION USE TWO (2) HIG WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1112" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MASONRY INSTALLATION USE TWO (2) 3/16" RW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTSAPPLY ONLY TO 4700 FIN MULLION EXTRUDED MULUONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN AN OVER-UNDER ORIENTATION WITH A HORIZONTALLY CONTINUOUS MULL S. READ WINDOW HEIGHTAND M ULLSPAN IN INCHES. DESIGN PRESSUREVALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DESIGN PRESSURE VALUES APPLYTO MULLION WHERETWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7, REFER TO PER 3064 FOR MORE MULLION SPECIFICATIONS. NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMING INSTALLATION USE TWO (2)1110 WOOD SCREWS AT EACH ANCHOR CUP. MUST BE OF SUFFICIENT LEN GTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. S. FOR MULL CLIPS IN CONCRETE/MASONRY INSTALLATION USETWO L2)3/16"ITW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLYTO 4700 FIN MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN A SIDE -BY -SIDE ORIENTATION WITH CONTINUOUS TRANSOM AND HORIZONTALLY CONTINUOUS MULL. 5, READ WINDOW HEIGHT AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DESIGN PRESSURE VALUES APPLY TO MULLION WHERE TWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 3064 FOR MORE MULLION SPECIFICATIONS. ka PLyGEM YYIIVD01N5 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-184-6653 co O p H U L6 n o d m Z¢ m p Z¢ a H n 2 L) ED ril n _ Lu a M W v J O H Z u - LULU LU - 11 OZ I N T _ tii ' • m zcc aN 3 =s Z O V DWG #: PGW130 SHEET: 4 OF 5 aximum design pressure capacity chart (psfl arles 4700 Vertical Mullion (Twin) (11090) sign pressures are limited either by mullion or anchor screws or anchor clip capacity eight Unit Width (in) In) 4.0 10,0 16.0 12.0 18.0 54.0 50.0 52.0 56.0 72,0 B4.0 DESIGN PRESSURE CHARTS FOR CONTINUOUS VERTICAL MULLION 18.0 1 21.0 24.0 1 27.0 30.0 33.0 36.0 39.0 1 42.0 45.0 1 46.0 53.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 _ 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 - 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 73.0 70.3 68.2 66.7 65.7 64.9 75.0 75.0 75.0 75.0 70.0 65.9 62.5 59.9 1 57.7 56.0 54.7 53.3 75.0 75.0 75.0 72.2 67.1 63.0 59.7 57.0 54.9 53.1 51.3 49.1 75.0 75.0 73.0 66.7 61.8 57.5 53.6 50.4 47.9 45.7 44.0 41.8 75.0 71.6 63.2 56.8 51.7 47.6 44.3 41.5 39.2 1 37.3 35.7 33.6 60.6 52.2 46.0 41.2 37.4 34.3 31.8 29.7 27.9 1 26.4 25.1 23.3 NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULUONSL15TED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS INWOOD FRAMING INSTALLATION USE TWO J21010 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS INCONCRETE/MASONRYINSTALIATION USE TWO(2) 3/16'ITW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4' MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FIN MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USEDTO MULL SIDE -BY -SIDE WINDOWS WITH A VERTICALLY CONTINUOUS MULL S. READWINDOW WIDTH AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. 6. DESIGNPRESSU RE VALUES APPLY TO MULLION WHERETWO OR MORE WINDOWS ARE LISTED IN A SINGLE OPENING. 7. REFERTOPER 3064 FOR MORE MULLION SPECIFICATIONS. a k\ LA- ply\, 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 x Z¢ H D O yW mmP LU O2 Ll. U) O U nOH z m wmm A FW-H H H 41 E Tn! A/ c PFZ Y V iu m Z m Za "K-=: Q1. vlc:I pni 3FO =S vZ O '0 U 1)WI #: PGW13Q SHEET: 5 of 5 PLY GEM WINDOWS 4700 FLANGE MULLION NOTES:. 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FBC, SECTION 1710.5.3. 2. MULLION INSTALLATION DETAILS APPLY TO PLY GEM 4700 FLANGE ALUMINUMEXTRUDED MULL WITH ALUMINUM ANCHOR CLIP WHEN USED TO MULL WINDOWS WITH A HORIZONTALLY OR VERTICALLY CONTINUOUS MULLION. 3. APPROVED IMPACT PROTECTIVE SYSTEM 15 NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS ZONE 3 OR LESS, INDIVIDUAL UNITS MUST BE IMPACT RATED. 4. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. 5. USE P10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 11/2" INTO WOOD FRAMING. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FOR DESIGN PRESSURE AND ANCHOR NOTES). 6. USE 3/16" ITW TAPCON SCREWS OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENTOF 11/4" INTO CONCRETE/MASONRY SUBSTRATE. (SEE CHARTS & NOTES ON SHEETS 4 & 5 FORDESIGN PRESSURE AND ANCHOR NOTES). 7. 2X4 WOOD BUCKS TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFERALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. R. _-_5_EE CHARTS & NOTES ON 5HEETS 4 &S FOR DESIGN PRESSURE. 9. THUS MULLION IS ONLY VALID WHEN USED IN CONIUNCTION WITH APPLICABLE HORIZONTAL PLY GEM PRODUCTS. MULL SPAN 10. ALLWINDOWS USED WITH THIS MULLION SHALL BE QUALIFIED UNDER SEPARATE APPROVAL. 11. MULLION MATERIAL: 6063-TG ALUMINUM. 12.- CLIP MATERIAL: 6063-T6 ALUMINUM -- 13, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS \ TRANSOM HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE HEIGHT FOLLOWING PROPERTIES: D A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. Darr E 2 B:- CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 2 \ 2 C. MASONRY -STRENGTH CONFORMANCETO ASTM C-90, MULL CLIP W/ GRADE N, TYPE1(OR GREATER). ANCHORS, T TYP 00"PLyGEM VI N D01^JS D „ D TRANSOM 433 N. MAIN ST., PO BOX 559, 2 2 HEIGHT ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX; 540-484-6683 WINDOW MULL CLIP W/ m WIDTH ANCHORS, Z0 TYP UNIT. B \ j2WINDOW HEIGHT m 0 mwa ° HEIGHT 9 N d ) S w w zto LL Z W U u' ZO- Z ¢ mC' m I HORIZONTAL MULL SPAN m LU 10 P, HORIZONTAL MULLION FOR WINDOW WITH TRANSOM Q o VERTICAL WAIT HW MU INN Z O O H U v u. LU ZO IZN LD H WINDOW w WIDTHI z II 1 l MULL. CLIP AN HORS, 2 HORIZONTAL MULLION FOR SIDE -BY -SIDE WINDOWS W/ TRANSOM HEIGHT VERTICAL (TWIN) MULLION FOR SIDE -BY -SIDE WINDOWS Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.0213:06:22-0500' off r "d u- y PRO` N T oN 3Q == v 0 0 OWG #: PGW13i SHEET: 1 OF 5 SHEATHING BY OTHERS INSTALLATION ANCHOR TWO (2) PER ANCHOR CLIP SEE NOTES 4 & 5 ON SHEET 1) EXTERIOR FINISH BY OTHERS MULLION FRAME 11084 MULLION CLIP I #11087-2 O.A. WINDOW HEIGHT 1 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS 1 1/2" MIN. I— EMBEDMENT EXTERIOR v INTERIOR A VERTICAL SECTION 2 HEAD-2X WOOD/CONCRETEJMASONRY MULLANCHOR CLIP MULLION FRAME 11084 NTERIORINTERIOR g VERTICAL SECTION 2 4700 FLANGE MULLION EXTERIOR INTERIOR O.A. WINDOW v HEIGHT MULLION CLIP 11097-2 11/4" MIN. y, EMBEDMENT MULLION 11084 EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR 1X WOOD FRAMETWO (2) PER ANCHOR CLIP BY OTHERS (OPTIONAL) 5EE NOTES 4 & 5 ON SHEET 1) CONCRETE/MASONRY 2-1/2" MIN. BY OTHERS EDGE DISTANCE C VERTICAL SECTION 2 SILL- CONCRETE MASONRY MULLANCHORCLIP a PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX+540-484-6683 o m EMBEDMENT p rr m T V ` v 3/4" MIN. N.' Z-.. o o EDGE DISTANCE o c u m E MULLION FRAME 11084 u z _ ¢ o = LL x MULLION CLIP z 11087-2 0 J m Z¢ m a H m WLuCC H Q vmL6OmO m m INSTALLATION ANCHOR LuTWO (2) PER ANCHOR CLIP SEE NOTES 4 d 5 ON SHEET I) SHEATHING O.A. WINDOW .., BY OTHERS WIDTH EXTERIOR FINISH BY OTHERS In 7- HORIZONTAL SECTION O JAMB-2XW000 FRAME i--( Z MULL ANCHOR CLIP U-) VI Lu Iy a 1/4"-20 TEK SCREW - 2 EACH SIDE) z MULLION FRAME 11084 O ,PO .`.... EXTERIOR INTERIOR T-CLIP a N # 11091 _U> WINDOW FRAME i d ''•. i e d0 m " Lu 7-ZZ aVERTICALSECTION 3 _"Z T-MULLION DWG #: PGW131 SHEET: 2 OF 5 PLyGEM Arnvoows 433 N: MAIN 5T., PO BOX 559, ROCKY MOUNT, YA Z4151 HORIZONTAL MULLION VERTICAL MULLION #11084 PH: 540-484-6348 FX: 540-484-6683 11084 1/4"-ZO TEK SCREW Z j m T-CLIP (2 EACH SIDE) 11091 z 1k a w H >O on^ i F vj > Lu m u 0.210" WA. 0.165" DIA. W31 7/16" 17/B" ---{ 7/8" IF trZ11/16" 1 7/8" 111/16" + a ZZ5/8" m ui Lu T o + I/4° n I--- 1 5/16" 4. fw- 1/8" a ANCHOR CLIP #11087-2 6063-T6 ALUMINUM T-CLIP #11091 6063-T6 ALUMINUM Z USED TO MULL VERTICAL MULLION Q Z TO HORIZONTAL MULLION H o H H Lu VUW Q 'o 2 7/8' 1 3/16" 1 5/16" Z - I 17/16" S 4700 FLANGE MULLION (#11084) ' ~ 6063-T6 ALUMINUM N T lL ^. [0 Z m Z p N l9 S,S V DWG #; PGW131 SHEET: 3 OF FJ t - DESIGN PRESSURE CHARTS FOR CONTINUOU5 HORIZONTAL MULLION Maximum design pressure capacity chart Series 4700 Horizontal mullion, single with transom (11084) Design pressures are limited either by mullion or anchor screw or anchor clip capacity. I IniF..dHFFi n.,L nciyii, Window Lu it Transom 18.0 27.0 24.0 27.0 30.0 33.0 36.0 39.0 42.0 45.0 48.0 53.0 24.0 12.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 30.0 15.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36.0 18.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 42.0 27.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 48.0 24.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 54.0 27.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 60.0 30.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 1 74.3 66.0 33.0 75.0 75.0 75.0 1 75.0 1 -MU 1 .0 75.0 75.0 1 75.0 75.0 75.0 72.5 72.0 36.0 75.0 75.0 75.0 1 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.0 Maximum design pressure capacity chart (psfl Series 4700 Horizontal mullion, twin with transom (11084) Design pressures are limited either by mullion or anchor screw or anchor clip capacity. Helght (n) Unit width (In) Window Transom 24.0 12.0 30.0 15.0 36.0 18.0 42.0 21.0 48.0 24.0 54.0 27.0 60.0 30.0 66.0, 33.0 72.0 36.0 36.0 42.0 48.0 54.0 60.0 56.0 72,0 78,0 84.0 90.0. 96.0 106.0 75.0 75.0 75.0 75.0 75.0 75.0 74.6 63.4 54.5 44.2 36.3 25.8 75.0 75.0 75.0 75.0 75.0 71.1 60.1 51.0 43.9 35.9 29.4 21.1 75.0 75.0 75.0 75.0 73.2 60.2 50.4 42.8 36.6 30.4 24.9 18.3 75.0 75.0 75.0 73.7 63.3 52.0 43.5 36.9 31.8 26.5 21.7 15.9 75.0 72.0 65.7 60.9 55.9 45.9 38.4 32.5 28.0 23.5 19.2 14.1 70.0 62.1 56.3 51.9 48.5 41.1 34.4 29.1 25.0 21.2 17.3 12.7 61.8 54.6 49.2 45.2 42.0 37.3 31.2 26.4 22.6 19.3 15.8 11.6 55.3 48.7 43.8 40.034.2 28.5 24.2 20.7 17.8 14.5 10.7 50.0 1 43.9 1 39.4 35.9 33.2 31.0 26.4' 22.3 19.1 16.5 13.5 9.9 NOTE- 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CUP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS INWOOD FRAMING INSTALLATION USE TWO)2) BID WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A I1/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETE/MASONRY I NSTALLATION USE Two (2)3/16"ITW TAPCON SCREWS AT EACH ANCHOR CUP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN AN OVER-UNDER ORIENTATION WITH A HORIZONTALLY CONTINUOUS MULL 5. READ WINDOW HEIGHT AND MULL SPAN IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. G. DESI G N PRESSU RE VALUES APPLY TO MU LLION WH ERE TWO O R MORE WI N COWS ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 3065 FOR MORE MULLION SPECIFICATIONS. NOTES 1. THE DESIGN PRESSURES IN THIS CHART ARE FOR THE MULLIONS LISTED HERE WHEN USED WITH THE CLIP DETAILED IN THIS DOCUMENT. 2. FOR MULL CLIPS IN WOOD FRAMIN G INSTALLATION USE TWO (2)N10 WOOD SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 3. FOR MULL CLIPS IN CONCRETEIMASONRY INSTALLATION USE TWO 1113116"nW TAPCON SCREWS AT EACH ANCHOR CLIP. MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4" MINIMUM EM 8 EDMENT INTO FRAMING. SEE SHEET 2 FOR DETAILS. 4. CHARTS APPLY ONLY TO 4700 FLANGE MULLION EXTRUDED MULLIONS AS SPECIFIED HERE WHEN USED TO MULL WINDOWS IN A 5IDE-BY-5I0E ORIENTATION WITH CONTINUOUS TRANSOM AND HORIZONTALLY CONTINUOUS MULL. 5. READ WIN DOW HEIGHT AND MULL SPAN IN INCH ES. D ESIG N PRESSURE VALU ES ON THIS CHART ARE POSITIVE AND NEGATIVE PSF. S. DESIGN PRESSU R E VALU ES AP P LY TO MULLION WHERE TWO O R MORE WIN DOWS ARE LISTED IN A SINGLE OPENING. 7. REFER TO PER 3065 FOR MORE MULLION SPECIFICATIONS. m FLy GEMN111,VDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-464-6348 FX:540-484-6683 Z - a m ka LWD `2K CJ 2t LV LL 0 ZO a T Z <m vm Na LU Z H a w II, Z) QQ Z m p' W a: CO LLi 4DCy o_ m 4 a w 7 O ZO W U LL I1 C! "^• off- 9ka S i''C%:i/r••' * PROS N T m W DWG #: PGW13: SHEET: `Yit OF F Florida Building Code Online i. Product ApprovalFloridabY , €1 USER: Public User A'c=isJ a•'?ato iA Product Aooroval Menu > Product or Application search > Application List RS Refine Search Code Version 20 14 FL# 12194 ALL Type ALL Product Manufacturer ALL Category ALL ALL Subcategory Compliance Method ALL Application Status ALL Quality Assurance Entity Contract Expired ALLQualityAssuranceEntityALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure Other ALL Search Results - Appucauons FL# Type Manufacturer Validated By Status FL12194-RS Revision Aluminum Coils, Inc. Locke Bowden Approved Category: Panel Walls (334) 300-1800 History Subcategory: Soffits Page 1 of 1 contact Us :: 2601 Blair Sto a Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Prient :: Accessibility Statement Refund StatementvacyStatem Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to s 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 contactethe went with an email . * Pursuant to Section they have one5(1), Floridamaiprovided Statutes, iv used for official 01 communeesication Glonwith ticensed underli liceChapHoweveremail addresses are public record. If You do not wash t if supply a personal address, please provide the Department with an email add esswhi ch can ace cl be made available to the public. To determine if you are a licensee under Chapter plk Product Approval Accepts: 4- MCredit• Safe prtiC[ UrIC\'iE IiICw Florida Building Code Online Page 1 of 2 l essI n a s+p tq' arto wt oat+,aE•wfstst_ c ctvav>`g Florida Produ" y r cUserovalUSER: Public User Product Approval Menu > product or Aoolication Search > Application List > Application petar FL12194- R5 FL # Revision Application Type 2014 Code Version Approved Approved Application Status Comments Archived 13 Aluminum Coils, Inc. Product Manufacturer 5001 West Knox Street Address/ Phone/Email 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 Panel Walls Category Soffits Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1- 1Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report PE- 74021 Florida License PRI Construction Materials Technologies, LLC Quality Assurance Entity Quality Assurance Contract Expiration Date Locke/2020 Bowden Validated By 2 Validation Checklist -Hardcopy Received Certificate of Independence FL12194 R5 COI ALC15001 2 Evaluation Report 2014 FBC Q4 T4 soffits -. FINAL_pdf Year Referenced Standard and Year (of Standard) Standard 1986 AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code i Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 06/14/2017 Date Validated 06/14/2017 Date Pending FBC Approval 06/19/2017 Date Approved 08/08/2017 Date Revised 09/06/2017 r -mnry of Prnducts Page 2 of 2 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions FL12194 R5 II ALC15001 2 Evaluation Report 2014 FBCApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes 04 T4 Soffits - FINAL.odf 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 R5 AE ALC15001 2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.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 AAJEEO 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: eckck Credit. • Safe pocurtt titer[ Ie., 5 . EVALUATION REPORT Manufacturer: Manufacturing: Quality Assurance: SCOPE Category: Subcategory: Code Sections: Properties: REFERENCES Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 FLORIDA BUILDING CODE 5n' EDITION (2014) ALUMINUM COILS, INC. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Tampa, FL PRI Construction Materials Technologies (QUA9110) Panel Walls Soffits 1404.5.1, 1710.9.4 Wind Resistance Issued August 27, 2015 Report No. Standard Year gn!Ry CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (rST1571) AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W PRI Construction Materials Technologies (TST5878) AC.IX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) 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'spublishedapplicationinstructions. Where discrepancies exist between these sources, the more restrictiveandFBCcompliantinstallationdetailshallprevail. 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 shallbereviewedbyaqualifieddesignprofessionaltoensurethefastenerwithdrawalmeetsorexceedsthe 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 818" 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 fo.r dimension drawings. _1 _, ,. FL12194-R3 Page 1 of 3 ALC15001Thisevaluation report is provided for State of Florida product approval under Rule 61G20.-3. The manufacturer shall notify. Technical Services, LLG of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC CREED Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" Q4 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 inz/lin.ft and for the 'center vent configuration. See Appendix D for dimension drawings. 16- CENTER NV9 1a' S01 ID PMF1 76' FlA t T' 1211 T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 127inchsections. The reported net free ventilation areas are 12.5 in Ilin.ft for the 'full ventconfigurationand4.2 inz/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. - FL12194-R3 Page 2 of 3 ALQ1.5001Thisevaluation report's provided for State of. Florida product approval under Rule 61 G20-3.. The manufacturer shall notify CREEKTechnicalServices, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does. not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein_ s ALUMINUM COILS, INC CREE1jIJ Soffits TECHNICAL SERVICES, LLC roMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida BuildingCode5thEdition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 2015.08.27 07:05 a00No74021 J\ • olfiw.lM.i.i'Le+Y RtM1wt v..... a..._ 0 '00` STATE OF :w i4 C) 4 O R X 0 P: • NA} E.G,. Zachary R. Priest, P.E. FloridOgani Registration No. 021 41ationNo.ANE9 c iw,ncn C lflFYlr'.F. 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. 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) FL12194-R3 Page 3 of 3 ALGI5001Thisevaluation 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. tallation, recommended use, or other product attributes that are notThisevaluationreportdoesnotexpressnorimplywarranty, ins specifically addressed herein. CREEK TI=CI- LAICAL SERvllcF_S, 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 (1v1DP) 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 SPF (S.G.. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details areas follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit— 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location 1 1 c. 16" Q4 Soffit— 16-inch o.c. Fastener Fastener Loc atioonn------ Location ALC16001 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 d. 16" Q4 Soffit— 8-inch o.c. Fastener Location 1- Fastener Fastener. ALUMINUM COILS, INC Soffits A roved.•S stem Numbers -.and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 1.2J-# Approved Systems for 124nch Overhang with J-Channel 16F- # Approved S stems for 16-Inch Overhang with F-Channel 16j-# S stems for 16-inch Overhan with J-Channel 4F-# Approvedroved System.. s for 24-inch Overhang with F-Channel 24J-9 Approved Systems for 24-in.ch Overhang with J-Channel ' Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment 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 0:072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. 0.6. spaced 36-inch o.c. Three (3) min. 3/4-Inch x 114-inch One (1) min 3/4-inch x 1/4-inch One (1) ruin, 13l4-inch long x 0.072-inch dia, x ruin. 1/4-inch 48 12F-2 Max. 1&inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c, head dia. trip nail spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap Inch o.c. Max, One (1) 14 ga. 5/8-inch long T nail One (1) min 3/4-Inch x 114-inch One (1) min. 1 3/4-inch long x 0,072-inch dia. x min. 1/4-Inch 48 12F-3 16-Inch Masonry spaced 8-inch o,c, Wood crown staple spaced 8-inch o.c. and securing each panel lap head dia. trip nailspace d 48- p64.2 inch o.c. 15001 FL12194-R3 2of7 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the d.uratl"on 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 T5-C' HNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Cliannel Wall Connection Eave Connection Panel MDPSystem No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment Three (3) min. 3/4- Inch x 1/4-Inch crown. Max. One (1). min. #8 x 1/2-inch long,x 3/8-inch head diameter One (1) min 3/4-inch x One (1) min. 1 314-inch long x 0.072-inch dia, x min. 1/4-inch 48 12J-1 Wood staples in diamond 16-inch pattern spaced 24- screw spaced 16-inch o.c. Wood i 1/4-inch crown staple spaced 8-inch o..c., head dia. trip nail spaced 48- 64.2 inch o..c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with. F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 114-inch crown x One (1) min. 1.75=inch x Ddiameter 16F= 1 Max, Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced max. finishing n Hallll withmin. 3/16- finishing t53.3 12-Inch spaced max. 8-Inch o.c. 4-Inch o.c, and securing each Inch head spaced panel lap 12-inch o.c. Three (3) 18 ga.1/flinch crown x 1- One (1) 18 ga1/4-inch crown x 1-indh leg staples spaced max. One (1) min.'1. 75-Inch x 0.072-inch diameter 16F-2 Max' 12- inch Wood inch leg staples in diamond pattern Wood o.c, and securing each finishing nail with min. 3/16- 53.3 spaced 16-Inch o. c. panel lap panel inch head spaced12- inch o.c. One (1) 3/8- inchhead dia. nail, min. One (1) min 3/8-Inch x 3/8-inch One (1) min. 1 3/4-Inch long x 0.072 inch dia. x min. 16F-3 Max. 16- Inch Wood 1. 25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail t25.6 inch o. c. O. C. spaced 3.6-inch o.c. One (1) min. 1 3/4-inch long I Max. Three (3) min. 3/ 4-inch x 1/4 inch One (1) min 314=inch x 1/4-inch x 0.072-inch dia. x min. 114- 27 16F-4 16-inch Wood crown staples In diamond pattern Wood crown staple spaced 8-in.ch o.c. inch head dia. trip nail 36.1 spaced 24-Inch o. c. spaced 48-inch o.c. ALC15001 FL12194-R3 3of7 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 SERVIC$S, 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 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 diameterflng16F-5 Max. 16-inch Masonry One (1) 14 ga. 5/8-Inch long T nail spaced 8-inch o.c. Wood 1-inoh leg staples spaced 4- Inch o.c. and securing each pinchfinishingHallwith min. 3/16- 43.3 panel lap Inch head spaced 16-inch o.c. Three (3) 18 ga.1./4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0..072-inch diameter 16F-6 Max. Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4- Inch o.c. and securing each finishing nall with min. 3/16- 43.3 16-inch spaced 16-Inch o.c. panel lap inch head spaced 16-inch o.c. Approved Systems for 16-Inch overhang with J=Channel Wall Connection Eave Connection System - Panel MDP No. Width ipsfl Substrate J-Channel Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) min. 1 3/4-inch Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch long x 0.072-Inch dia. x 23.5 161-1 16-Inch Wood crown staples in diamond pattern Wood crown staple spaced 8-Inch mc, min. 1/4-Inch head dla. trip 31.4 aced 24-inch o.c.. spaced nail spaced 48-inch o..c. 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 d'urati.on 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.. mCfZEEKTECHNICAL. 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 psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga:1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.114- anchored to 12-inch o.c. securing One (1) 18 ga. One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter one each panel lap inchinchDrownxi -Inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood spacedlegstaplesspaced 8- finishing nail with min. 80/-90 diamond pattern inch x . ring One (1) min. 1.75-Inch inch 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 Max. inch x 11 ga. anchored to each panel lap inch crown x 1.-Inch 0..072-inch diameter 80f 24F-2 12-inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 roofing nail spaced 1)7d x 2.25- One (1) min. 1.75-inch ino.c. 3/ 16-inch head spaced 16- inch o.c. inch ring shank x 0.072-Inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 31.. 16-inch head spaced 4- inch o.c. One ( 1) 18 g.a.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 Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80! 24F- 3 12- inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x.2.25- One (1) min. 1.75-inch inch o.c. 3i1. 6-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3116- 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 T5-CHNICAL SrpVICIES, LLG Ao'oroved Svstems for 24-inch overhanq with F-Channel ALUMINUM COILS, INC Soffits Appendix A Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg Three (3) 18 ga.1/4- NSYP staples spaced 12- inch o.c. securing One (1) 18 ga.'1.14- One (1)' min. 1.75-inch x inch crown. x 1-inch anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F- 4 Max. 16- inch Wood leg staples in diamond pattern rafter with one 1) min. 2.25- One (1) min. 1.75-inch Wood leg staples spaced 8- in. dh o.-c, .and securing finishing Hall with .min. 3116- Inch head spaced 801- 60 spaced 16-inch O.C. inch x 7d ring 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 ch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 Max,. Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801=60 16-inch roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3116-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. 3116-inch head spaced 4-inch o.c: One .(1) 18 ga:1/4-inch crown x 1-in6h leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min: 1.75-inch x One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0..072-inch diameter 2417-6 ' Max, Masonry inch long'T' nail rafter with one Wood leg staples spaced 8- finishing nail with min. +801.60 16-Inch spaced,8-inch c.c. (1) 7d x 2.25- One (1) min. 1.75-Inch inch o.c, and securing 3116-inch head spaced Inch ring, shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24- inch o.c. finishing nail with min. 3M6-inch head spaced 4-inch o.c. ALC1-6001 FL12194-R3 Page 6 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 impi.y warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM C01LS, INC 5offlts TSCH'NICAL SERVICES, LLC Appendix A Approved Systems for 24-Inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1).18 ga.1/4-inchmin. 2.25-Inch x 7d Nominal 1x2 No.2 SYP Three (3) 18 crown x 1'-inch leg ring shank nail staples aced straight -nailed through P p One (1) min. 1,75-inch anchored to ga.1/4-Inch crown chthexafterintotheend12-e h panel lap securing each One (1) 18 ga.' cInchcrownx1-inch x 0.072-inch diameter 24J-1 Max. rafter with one x 1-inch leg. of the batten or two (2) Wood 2.25-inch 7d leg staples spaced finishing nail with min. t60 12-inch (1) min. 2.25- staples in diamond min. x One {.1) min.1.75-inch 3/16-Inch head spaced inch x.7d ring pattern spaced.16- Inch ring shank'nails toe x 0.072-Inch diameter nailed on either side of finishing 8-inch o.o, 12-inch o:c. shank nail 24-inch o..e: o.c. the batten at each nail with min. 3116-inch-head spacedbatttenater4-inch o.c. intersection. Max. rafter spacing is 24-inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 1a ga.1/44-inchmin. 2.25-inch x 7d Nominal 1 x2 No,2 SYP Three 3 18 crown x 1-inch to gringshanknailstaplesspaced straight -nailed through One (1) 18 ga. "/4- One (1)min. 1,75-inch anchored to g.a.1/4-inch crown the rafter into the end 12-inch o.c. securingeachlap inch crown x 1-inch x 0.072-inch diameter Max, rafter with one x 1-inch leg of the batten or two (2) p Wood stapleslegsta aced finishing nail with min. t53.3 24J 2 16-inch. (1) min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min.1.75-inch 8-inch o.c. and 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- x 0.072-Inch diameter on securing each. panel 16-inch o,c, shank nail Inch o.c, naileddither side of the batten at each finishing nail with min. lap 24- inch o.c. batten/rafter 3116- inch head spaced intersection. Max. 4- inch o.c. rafter spacing is 24- in'ch o.c. ALC15001- FL12194-R3 e7of7 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, i ALUMINUM COILS, INC Soffits r5c, HNICAi_. SERVICES, LLC Appendix B INSTALLATION Note - Refer to .the AppRovFb SYSTEMS section of this report for additional Installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12F-3 Min. 3/'8" -head Ilia. nail with min. 1?411 engagement(.for wood substrate) or min.. 0..097" dia. T-nail or stub nail with min. '57.0 engi Lgeinent(.for concrete or block substra:te),. apaced ae noted above. ASCIA .SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F CHANNEL Wood, Concr-*- or Dladk 'W+ FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0, C. - PAINTED S,S, 1 3./4" TRIM NAIL MIN. 5 NAILS PER 12" PIECE. S.OFFIT & FASCIA 'DETAIL ALCI5001 FL12194-R3 Page 1 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This- evaluation report does not express nor Imply warranty,. installation, recommended use, or other product attributes that are not specifically addressed herein. ALUMINUM COILS, INC CREEKSoffits TECHNICAL SER'SIICES, LLC Appendix B Svstem No. I Installation Detail 12F-2 3/4" X 1 // CROWN STAPLES USING A DIAMOND PATTERN I F" CHANNEL CAN BE INSTALLED WITH THE NAILING FLANGE UP OR DOWN OD SUBSTRATE a/ sT APLa, SOFFIT STAPLE OPEN RAFTER ; I ; DIAMOND PATTERN D ETAI L 1 —.-I-.s-3/8' DETVEEN iSTMLES ! FACIA BOARD CAP 3/4" X 1/4" CROWN STAPLE "8" ON CENTER 1-3/4" TRIM NAP PAINTED S.S. 48" O.C. SDFFIT-- max. 12-inch epan 1-3/4" TRIM NAILI FACIA BOARD PAINTED S.S. A-'r FASCIA CAP 3/4" . X 1 /4" CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes 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. CREED Tv-CHNICAI.. SI~RvicEEs, LLC m No. I Installation Detail 12J-1 OPEN RAFTER X 1 /4" CROWN STAPLE "24" CENTER USING A DIAMOND PATTERN ALUMINUM COILS, INC Soffits Appendix B 3.5TAPUS SOFFIT STAPLE DIAMOND PATTERN t DETAIL. FACIA BOARD 11 31V >TVEN1 STAMES / AACIA CAP 3/4" X 1 /4" CROWN STAPLE '8" ON CENTER J—CHANNEL 1-3/4" TRIM. NAIL screwed to soffit PAINTED S.S. 413' withh one(J.) 41's x 1/2" x.3/a" head O.C. diameter screw, y6" q.c. SOFFIT —max. 12-inch span WOOD OR BLOCK SUBSTRATE 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 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 T5:6 -INICAL SERVICES, LL'C ALUMINUM COILS, INC Sofflts Appendix B System No. Installation Detail I-J" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP OPEN RAFTER SOFFIT CROWN STAPCE FASCIA BOARD Ik GA 51G"1•4II 1617-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TD'SOFFIT L FASCIA DETAIL F" CHANNEL SOFFIT; MAX;16" SPAN MASONRY' SUBSTRATE ALC15001 171-.12194-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 spebifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluatlon. report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duratlon for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK ALUMINUM COILS, INC S offlts TECHNICAL, SERVICES, LLC Appendix B S'ysterT No. Installation Detail Sin• XTWEN \ SOFFIT STAPLE OPEN RAFTER DIAMOND. PATTERN i DETAILCROWNSTAPLESIa3/e'TXTVM1USINGADIAMOND 'SAPLEs 1PATTERNFACIABOARD \\ FASCIA CAP 16 F-4 3/4" X 1/4" CROWN FACIA BOARD 1-3/4" TRIM NAIL 1-3/4" TRIM NAIL STAPLE "8" ON CENTER PAINTED S.S. F` CHANNEL CAN BE PAID S.S. 4B." -FASCIA CAP INSTALLED WITH THE O.C. NAILING FLANGE UP .OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT -*max.. 3.6=inch span SOFFITWOOD SUBSTRATE SOFFIT & 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 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 spebifically addressed herein. CREEK TECHNICAL. SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installati.o.n Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S,S, FASCIA CAP SOFFIT 1"x2" CROWN STAPLE OPEN RAFTER Al FASCIA BOARD 1"x}" CROWN STAPLES SOFFIT & FASCIA USING.A DIAMOND 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 . DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT & FASCIA / 3 F" CHANNEL DETAIL 8 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 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 TE,C'E-INICAL SERIIICFS, LLC System No. I Installation Detail 16J-1 OPEN RAFTER 3/4" X 1 /4" CROWN STAPLE "24" ON CENTER U51NG •A DIAMOND PATTERN CHANNEL I 1-3/4" TRIM NAZI PAINTED S.S. 48" O.C. WOOD OR BLOCK SUBSTRATE SOFFIT —max% 16-inch span. ALUMINUM COILS, INC Soffits Appendix B i 3/os \ SOFFIT STAPLE DIAMOND -PATFERN D ETAI L FACIA BOARD! sYnn.es / ASCIA CAP 3/4" X 1/4" CROWN 1-31eFACIA BOARD STAPLE "8" ON CENTER- PAINTED TRIER NAIL PAINTED 5.. FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT SOFFIT & FASCIA D ETAI L FL12194-R3 Page 8 of 12 ALC15001 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthe: d'u.ration 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 S offits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S,S. 1"z}" CROWN' STAPLES FASCIA [AP USING A DIAMOND SOFFIT PATTERN; REFER TO 1'k}" CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN till DETAIL 1 }" TRIM NAIL FASCIA BOARD PAINTED S•S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 1`4' CROWN STAPLE -- FASCIA CAP; REFER TO SOFFIT & FASCIA / \ DETAIL 6" Nominal lth' SYP r 378' Batten Anchored to SOFFIT; MAX. 24" F-CHANNEL Rotters ulhh one 7d Ring Shank Hail at WOOD SUBSTRATE every Rafter \ / SOFFIT STAPLE DIAMOND PATTERN ALCI5001 FL12194-R3 Page 9 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 Ti:CHNICAL.SERVICES,. LLC ALUMINUM COILS, INC Soffits Appendix B S'ystem No. Installation Detail 1 }" TRIM HAIL FASCIA BOARD PAINTED S.S. IA' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1%4' CROWN STAPLE 1" TRIM HAIL --- AIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 2417-2 & DETAIL 24F-5' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT A FASCIA DETAIL Nominal 1"x2' SYP F-CHANNEL Batten Anchored to SOFFIT; MAX, 24" Rafters with one 7d Ring Shank. Nail at every Rafter WOOD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 This Eivaluatlon 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 d4ratibn 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 IS System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED 5,5. 14GA;" T-NAILS FASCIA CAP SOFFIT CROWN STAPLE 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24 F-3 & 2417-6 1"x}' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA DETAIL Nominal 1"x2" SYP F-CHANNEL Batten Anchored to SOFFIT; MAX, 24" Rafters with ona 7d Ring Shank Nail at every Rafter MASONRY AL015001 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 TECHMICAL, SirRVICi~S, LLC SVw tan No. I installation Detail 24J-1 & 24J-2 1'x}' CROWN - STAPLES USING A OIAMOIID PATTERN; REFER TO SOFFIT STAPLE DIAMOND PATTERN DETAIL J-CHANNEL WOOD SUBSTRATE 1 }" TRIM NAIL PAINTED S.S, Nominal 1" x 2" SYP battens scabbed between raners and secured with one (1) 7d Ong shank hall stralght-nalled through the rafterinto the and of the batten or two (2) 7d Ong %Dank nalls tae-nalled on either side of the bahern at the battenlrafler Intersection CROWN STAPLE RAFTER FASCIA BOARD FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL SOFFIT; MAX. 24" 11, T P AI ALUMINUM COILS, INC Soffits Appendix B SOFFIT & FASCIA DETAIL. f4 SOFFIT STAPLE DIAMOND PATTERN BOARD CAP ROWN STAPLE ALC1.5001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthed6rationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CiREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under.the following provisions..: 1. Wind speeds for risk category I, II, Ial, 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 T. V it 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 Meat) Roof Height), whichever is smaller, but not Less than either 41% 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 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. GREED ALUMINUM COILS, 1NC SoffitsSTF-C, HNICAL S`_RviCHS, LLC Appendix C b. x:.. . 4 t : ::1': . _r_ -1: .Desian'rWlnd`Rressures;f6 S'oflltssinaExpo`sureaB*t•s y:. ;:I Type9 Zanehtf4. v` _.38asicxWindS' aPMen a ft 1.20r 1.30 ,140 eedp 150 160 rri h' +` ; =' 170 : 180 •. ::1v90,. 200, 20 16.9 19.8 22.9 26.3 30..0 33.8 37,9 42.2 46.8 25 16.9 19:8 22.9 26,3 30..0 33.8 37.9 4.2.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 1 28,6• 3.2.5 36.7 41.2 45.9 50..8 50 19.5 22.9 26.5 30:5 34.7 39.1 43.9 48.9 54.1 Enclosed- 60 20.5 24.0 27.8 32_0 36.4 41.1 46.0 51.3 56.8 Negative 20 20.8 24.4 28.3 3215 37.0 41,7 46.8 52.1 57.8 Loads) 25 20:8 24.4 28.3 32.5 37.0 41.7 46.8 52:1 57.8 30 2.0..8 24..4 28.3 32.5 37.0 41.7 46.8 52.1 57.8- 5 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 3746 42..8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 5.0.7 56_8 6.3.3 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 30...0 30 10.8 12.7 14,7 16..9 19.2 21.7 24.3. 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.S 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 1 31...3 34.7 Enclosed. 60 13..1 15.4 17.8 20.5 1 213 26.3 29..5 32.9 36.4 Positive 20 10.8 12.7 14.7 16'.9 19..2 21.7 24.3 27.1 30.0 25 10.8 12.7 1 14.7 16.9 19.2 1 21.7 24.3 27.1 1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18,3 20.8 23.5. 26.4 29.4 32.5 50 12.5 14.7 17,0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29:5 32.9 36.4 ALC15001- FL12194-R3 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 speditioaliy addressed herein.. - M,CREEK TECHNICAL, SERVICES, LLC ALUMINUM COILS, ING Soffits Appendix C essures'- oh`Safiits Bu{Id{h 9G 0qZ Mean" Roof Heei' ht, ft, 4 ir + . t s at f ,x t • •;u .-Basic" IndtS eed m h K r .5' 1.20L $x w T K 130' ' i3 i -l'°,; K, ,.140r J lr150 ` k:. 6 r160., ,... TI°' 1'Z y{ 170 y . •5 r 4 '7., r n18Qr 5 o r yn r190 r S 200 20 2.1.7 2.5.4 29.5 33.8 38.5 43.5 48.7 54.3 6.0.2 25 22.6 26.6 30.8 35.4• 40.2 45.4 50,9 56.7 62.8 4 30 23.6 27.7 32.1 36..9 41.9 47.3 53.1 5.9.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 5.6.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed Negative 60 27.2 31.9 37.0 42.5 48..3 54.6 61.2 68.2 75.5 Load' s) 20 26.7 31:4 36.4 41..8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70..0 77-6 5 30 29.1 34.2 39.6 45<5 51.8 58.4 6,5.5 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 9.3.2 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 37.2 42..0 40 1.6.0 18,8 21.8 1 26.1 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 Enclosed. 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 417 48.4 PositiveLoads) 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 5 30 15.1 17.7 1 20.6 23.6 1 26.9 1 30..3 1 34.0 37.9 1 42.0 40 16.0 1.8.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29-9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001 FL12194-R3 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. CREEK TE:CHNlCAL,.SERVhcF-S, LLC ALUMINUM COILS, ING Sofflts Appendix G i- Zones e . 1If H6B-asi G* W Sp6ed(moh 20 :3 150 20 26-0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 72710 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49-6 56.-0 62.6 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52,2 58.9 66.1 73-.6 81.6 50 30.6 35.9 41.6 47.13 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative 20 32.1 37.7 43.7 50.1 57.0. 64.4 72.2 80.4 89.1 Loads) 25 333 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40A 46.9 53.8 61.3 69.2 77.5 1 86.4 95.7 5 40 36.2 42..5 49,3 56.6 64.4 727 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 39.9 45.1 53.0 60.81 69..2 78-.1 87.6 97.6 108A, 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 3- Q 17.9 21.0 24.3 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22A 25.6 29A 33.4 37.8 42.3 47.2 52.2 50 19.-6 23.0 26,7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosdd 60 20.2 23.7 27.5 31.6 35.9 40-5 45.4 50.6 56.11 Positive 20 16-7 19.5 22.7 26.0 29-6 33A 37.5 41.7 4613 Loads),. 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 413 48.0 30 17.9 21.0 24.3 27.9 31.8 35..9 40.2 44.8 49.7 5 40 18.8 22.1 25-6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23-0 26.7 30,6 34.8 39.3 44.1 49.1 54.4 60 20,2 23.7 27.5 31.6- 35,9 40.5 45.4 50.6 56; 1 ALC1150011 FLI 2194-R9 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 spedfically addressed herein. CREEK TECHNICA1, SERVICES, LLC 3/8" F-Channel 3/8"'J•Channel 3/4" 1/8" HEM 1 5/8" T 3/4" I-- r—-- 318" ISOMETRIC VIEW 3/6" PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ' ALCI5001 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 ohanges'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 S1 pmcES, LLC Fascia 5 3/4"' 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL1.2194-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 ad&essed herein. CREEK TEdHrg1CAL SERVICES, LLC 16" Q4 Soffit 25 TYP. 0.125 TYP. 1$" BL6NK 3 •/ 8 PROFIIE 2.625 REF. 50 TYP. I m y'"L F I l N''R PATiFRN (Fill l RCl F LOUVER6 FORMES IN SAME OIRECi10N AS RIBS) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 3 of 4 Thi,8-evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TF- HNICAL, SERVICES, LLC 12l' T4 Soffit 5/1 fi" 3/4" 7/8" 3 1/8" 1/8" 1 3 1/8" 1/2" 1/2" 1/2" 1/2" 1/2" 25 TP. 0.125 T R. 13.35" BLANK 2.625 REF. 50 TP,. ALUMINUM COILS, INC Soffits Appendix D o 00000 ooa000N o0000 ooa000 000ao WIOF I OINPR PATTERN fF 9f I . S.AI F1 LOWERS FORMED IN SAME OIRECRON AS RIBS) END of REPORT ALG150011 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'throughoot the. duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not spebifically addressed herein. Florida Oduct Approyal UserUSUSER: PublicQpr Product Approval Kenu > Product or Aoolication Search > Application List p. Refine Search Search Criteria Code Version 201 4 FL# 5444 AllApplicationTypeALLProductManufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method Assurance Entity Contract Expired ALL Quality Assurance Entity ALL Quality ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ Al Impact Resistant ALL Design Pressure Other ALL Search Results -Applications FL# Type Manufacturer Validated By Status FL5444-RI Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Approved Category: Roofing (954) 772-6224 History Subcategory: Asphalt Shingles necessary. 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 law, email addresses are public records. If you de or by traditional maionotwantyoure-mail address released in response to a public -records request, do not sendUnderFloridathisentity. Instead, contact the office by phonl. If you have any questions, please contact 850.487,1395. *Pursuant toelectronicmail la sect nhave one.ranFloridaIspovidedmaybiveeusedforofficial 2, licensees communicationommuntionewith the licensee. censee.. However email addresses are public record. artment with you do not wish to supply a personal address, please provide the Department with an email addr eels hichse click here available to the public. To determine if you are a licensee under Chapter Product Approval Accepts: C t1 kliX KIC 'eII- _r_,.r -, m..:rzre J Page 1 of 2 Florida Building Code Online us ness&I rsional . ega at o - XilbULR18PR ailu :. Y P blications 1 FBC Staff 13cls Site Map ! Links I Search FlOiiad" iet r (qb productApproval'`' SEPubllc Userd:r=Fan'i Product Approval Menu > Produd or Aooliation Search > Application List > Application detail FL # FL5444-R1i E - Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com. Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 01 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report PE-59166 Florida License Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE b Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL5444 R11 COI 2017 01 COI Nieminen.odf Standard Year ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM D7158, Class H 2O08 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 06/06/2017 06/08/2017 06/09/2017 08/08/2017 09/07/2017 Page 2 of 2 J llrl llo, Model, Number or Name Description FL # 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated -and architectural Shingles asphalt roof shingles Limits of use Installation Instructions FL5444 R11 I1 2017 06 FINAL ER CERTAINTEED AsphaltApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes Shingle FL5444-R11.pdf Verified By: Robert Nieminen, PE PE-59166ImpactResistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 RI AE 2017 06 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R11.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. coayriaht 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an ern it address which can beclick made available to the public. To determine if you are a licensee under Chapter Product Approval Accepts: MR = ® EcbE, 0 Credit Safe 3 _ t LCL1ilC%'%IETR[C'+' f1 / d+rG LDS 4 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #19503 353 CHRISTIAN STREET, UNIT#13 TRINITY I ERD OXFORD, CT 06478 1 PHONE: (203) 262-9245 FAX: (203) 262-9243 FVAI UATION REPORT CertainTeed Corporation rvaivauuii ncNUr L .+ « FL5444-R10 20 Moores Road Date of Issuance: 09J22/2005 Malvern, PA 19355 Revision 11: 12/08/2016 SCOPE: This Evaluation Report Is Issued under Rule 61G20-3 and the applicable rules and regulations governing the use ofconstructionmaterialsintheStateofFlorida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products describedhereinhavebeenevaluatedforcompliancewiththe5thEdition (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 thisEvaluationReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I 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 aluation Report is displayed, then it shall be done in its entirety. advertising literature. If any portion of the Ev 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. 59165, Florida DC4ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 12/0812016. This does not serve as an electronically signed document Signed, sealed hardoopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) 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 anyprojectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. J TRINITY IERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and 5th Edition2014) 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 erPropertp— Standard Year 2009 1507. 2.5, R905.2.4 Physical Properties ASTM D3462 ASTM D3161, Class F 2009 1507. 2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 1507. 2.7.1, R905.2.6.1 Wind Resistance 3. REFERENCES: Entit Examination Reference Date 05/ 15/1998 UL( TSr1740) ASTM D3161 94NK9632 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 OBCA12702 27/ 2003 005/27/2003 UL ( TST1740) ASTM D3161 03CA12702 UL ( TST 1740) ASTM D3161 03NK29847 10/ 03/2003 UL (TST 1740) ASTM D3161 04CA11329 24/ 2004 0505/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/ 200 UL (TST 1740) ASTM D3161 05NK07049 UL (TST 1740) ASTM D3161 05NK16778 05/12/ 2005 UL(TST 1740) ASTM D3161 OSCA16778 05/12/ 2005 UL(TST 1740) ASTM D3161 05NK14836 05/22/ 2005 UL (TST 1740) ASTM D3161 05NK22800 22/2005 0606/ 2005 UL (TST1740) ASTM D3161R684UL(TST 1740) ASTM D3462 OSNK08037 09/2/21/200 UL (TST 1740) ASTM D7158 09CA28873 07/23/2009 UL( TST 1740) ASTM D3161 & D3462 10CA41303 10/07/2010 UL ( TST 1740) ASTM D3462 JOCA41303 10/08/2010 UL (TST 1740) ASTM D3161 10CA41303 10/27/2010 UL (TST 1740) ASTM D7158 JOCA44960 11/ 1/201 0 UL( TST 1740) ASTM D3161 & D3462 ASTM D3161, D3462 & D7158 13CA32897 11/ 11/201 11/22/2013 UL LLC (TST9628) UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 4786334434 09/16/2014 UL LLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161 & D3462 ASTM D3161, D3462 & D7158 4786570717 12/ 16/2015 UL LLC (TST 9628) UL LLC ( TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 10/26/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/13/2016 UL LLC (TST 9628) ASTM D3462 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D7158 4787380357 4787380357 11/09%2016. UL LLC (TST 9628) ASTM D3161 Service Confirmation 07 2017 Ex P• /03 / UL LLC (QUA 9625) Quality Control Evaluation Report 3532.09.05-R11 Exterior Research and Design, LLC. FL5444-R10 FBC NON-HVHZ EVALUATION Certificate ofAuthorization #9503 Revision 11:12/08/ 2016 Page 2 of 12 4. i TR1N1TY1 ERC IPRODUCT DESCRIPTION: 4. 1 CT20T'", XTT`" 25, XTT°' 30 and XTT"" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4. 2 Arcadia", BelmontT , Carriage House ShangleO, Grand Manor Shangle°, Landmark", Landmarlem IR, Landmark" Pro, Landmark" Premium, LandmarkT"" TL, LandmarW' Solaris and Landmark" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4. 3 NorthGate` is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4. 4 Presidential ShakeT1, Presidential Shake' IR, Presidential Shake TLT"' and Presidential SolarisT" are fiberglass reinforced, architectural asphalt roof shingles. 4. 5 HatterasT ", Highland Slate" and Highland SlateT'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4. 6 PatriotT" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4. 7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge", Shadow RidgeT", Cedar Crest', Cedar CrestIm 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 pecifedin manufacturer's application instructions, for use in wind zones up to Vasd =150 mph (Vint = 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. Calculationsbyaqualifieddesignprofessionalarerequiredforconditionsoutsidetheselimitations. 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 Pres dentiial Sol nsT'")9p) for exceeds calculated uplift force (FT) at a maximum design wind speed of Vasd = 0mph I, = 1 residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having ameanroofheightlessthanorequalto60feet. The shingles are permissible under Code for installation intheseconditionsusingtheinstallationproceduresdetailedinthisEvaluationReportandCertainTeedminimumrequirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. mbly shall have quality assurance audits in accordance, with the Florida Building 5.5AllproductsintheroofasseCodeand F.A.C. Rule 61G20-3. Evaluation Report 3532.09.05-R11 Exterior Research and Design, LLC. FL5444-R10 Certificate ofAuthorizatian it9FBC NON-HVHZ EVALUATION503 Revision 11: 17/08/2016 Page 3 of 12 J1 TRIN" I ER® INSTALLATION: shall comply with FBC 1507.2 / R905.2 and the shingle 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 Roof deck, slope, underlayment and fasteners manufacturer's minimum requirements. tion and Produ t Appr val IlorebecLopcallbyl App ovedlpeereRu eo61G20 3, per FBCIISectiionsr1507.23,d1 07 2.41or Product App , 119052.3. Installation of asphalt shingles shall comply with 'the CertainTeed Corporation current publishedinstructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R9052.6 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. CTZ.OT'", XTT` 25, XTT'" 30, )CFTM 30 IR: LOW AND STANDARD aLurc ENGLISH 12" 12" 12" 305 mm) (305 mm)' .(305 mm)—j 1"(25mm) Slant 1"(25mmn 5 5/9" (145 mm) 5i/2 PlaN nrood METRIC h. 13 1e" .— 1311a„ 13110" 1"(25mm) Slant— 1"(25mm) 6 ijr T Rgure113. Usefournailsfaremyfzdlsbfugfa STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphaltsoofing cement meeting ASTMD4586 Type His suggested. I® Roofing remenl Apply 1" (25 mm) spots of asphalt roofing cement under each lab corner. Figure 114: Usefour nails andsix spofs of aspbadtcenrenton steep slopes. CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CUM- XTTm 25 XTT"' 30 XTT"' 30 IR: Cut Shingles 12 305IDm) Fas ea 5' ( gosh VIP s 1"—.11 2"(50RIM) „-Remove—,— 25 min) f.: —.. —-- -- _t.12" Cap cap 3 m} Gap Shingle Shingle Shingle Figure 1124. Cut tabs, then trim flack to make -P shdngfes Tsngldsli dimensions shown). Figure 11-35:Installation of caps almrg the hips and r1agm. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic° NPr" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Evaluation Report 3532.09.05-1111 Exterior Research and Design, Ltc. FL5444-R10 Certificate a}Authorization #9503 FBC N'ON-HVHZ EVALUATION Revision 11: 17/08/2016 page 4 of 12 6.5 LOW AND STANDARD SLOPE Use SIX nails for every full shingle located as sbonm beloir. Figure 2: Lise six "ails for eveip full shingle. QITRINITYI ERD STEEP SLOPE Use SIX nails and FOUR spots of asphalt roofing cement for every full shingle as shoiva belay. Apply asphalt rooting cement 1"(25 mm) from edge of shingle. Asphalt roofing cement meeting ASTh1 D 4586 Type If is suggested. r (25 mm) 1't25 mml-- 0 Figure 3: use sir "ails and four spots of asphalt roofi".g cewne"t on steep slopes. 6.5.1 Hip & Ridge for Arcadia"": Cedar Crest'"', Cedar CrestT IR 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® NP1T"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line %to 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. Hand -sealing adhesive 114" 314" — 1, Dais of asphalt cement between l„ shingle layers Evaluation Report 3532.09.05-1111 Exterior Research and Design, LLC. FBC NON-HVHZ EVALUATION FL5444-R10 Ce tificate of Authorization 119503 Revision 11: 12/08/2016 Page 5 of 12 M. Low and Standard Slope 2:12 to 21:12): Use FIVE nails for every full Belmont shingle, located .as shown below- o Additional mils it renu,"L TRINITY ( ERD SteepSlope (greater than 21:12): Use SEVEN nails and EIGHT spots of asphalt roofing cement" for every full Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle - See below_ Asphalt roofing cement meeting ASTM D4586 Type II is suggested. 1 B 5W 2M W. 516'(6mm) 1'(25mm) `-----RoofingGment 6.6.1 Hip & Ridge for Belmont`: 6.6.1.1 Option 1: Refer to instructions herein for Cedar Cresf", Cedar Crest" IR hip and ridge shingles. 6.6.1.2 option 2: Shangle° Ridge 12' Remove This Tape Figure 17-18. Sbangle0 Rtdge. t a' Ex 0sure Remove tape p from the right side VSthe_--- g1 and fasten SECOND F85f8 /RIGHT LEFT Figure 17-19. Installation of Sbangle© Ridge shingles on hips and ridges. 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NPr "' adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Evaluation Report 3532.09.05-R11 Exterior Research. and Design, LLC. FL5444-R10 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 11: 12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLEm AND GRAND MANOR SHANGLEa: STEEP SLOPE LOW AND STANDARD SLOPE Use five nails for every full Shangle. 1,. • 1,. Li 25 mm) (25 mm) 1, 5/a B 5j8 i 6 ( 220 mm) U'L.,—A Figurel7-4 U.refit nailsforeneryfi<flGrand,ifanorSbangle, Carriage llouse Sbangle, or Centennial Slate. JTRINITYJERD Use seven nails and three spots of asphalt rooting cement fo.r every full Grand Manor Shangie. Use five nails and three spots of asphalt roofing cement for every full Carriage Ilouse Shangle and Centennial Slate. Apply asphalt roofmg cement 1" (25 mm) from edge of shingle Figure 17-5)• Asphalt roofing cement meeting ASTNI D45861}Te II is 'suggested. 51 16 1 25 Figure 175. w&., installing GranddfanorSbangles on sleep slopes, use seven nails and three spots ofaspbalt roofrng cemenl. Hip & Ridge for Carriage House Shangle° and Grand Manor Shangle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles LANDMAW(m, LANDMARK' IR, LANDMARKTm PRO, LANDMARKTm PREMIUM, LANDIVIARem TL, LANDIVIARKT SOLARISj LANDMARKTm SOLARIS IR, NORTHGATE: LANDMARK TL LOW AND STANDARD SLOPE METRIC DIMENSIONS 1z. 143/4" 12" 305 mm)---(375 mm)--(305 mm)-j 25 mm) v Ra eTape .1' mm)— 1 Iz Nai 11' . Area NorthGate: 131X 131, 13W' 343 mm)----+-(330 mm)— —(343 mtR)--{ 1" (25 mm) V (25 mm)— Figure 13•4. Usefour nails for erer7 frdl shingle. WIDE 4XV i2' NAILING 12" a3Ea F4-- (305 mm) • 1, (375 mm) -— (305 mm) l . Upp"rnaiino ! 1= (25 1" (25 mm) I rawer rl Ine for l T.,.... .....__ H;nrtg uaa; ow and spndattl *psa (tom 2:12 to 21.12) Nal betWeen upper & ba-V klos as 010wn above. Evaluation Report 3532.09.05-R11 Exterior Research and Design, LLC. FL5444-R10 Certificate ofAuthorizatian #9503 FBC NON-HVHZ EVALUATION Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full LANDMARK TL laminated shingle. See beloiz Asphalt roofing cement should meet ASTNI D4586't)pe B. Apply 1" spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edgr( e. 393 mm) METRIC DIMENSIONS 1"(25 mm) I i TRINITYIERD 330 mm) 1 (343 mm) 1 "( 25 mm)--I 1 mm) I14314" 375 m 12" 3D5 1 1 F-- -- (25 m1„m)(305 25mm) Roofing cement 1"( 25 mm) I Nail Area } ReleaseTape Figure 13 5: Use six nails and fourspots of For Sleep 1„ asphalt.roofingcement on steep slop- V. Imp 25 mm) ---- j25 mm; Rooiing Cement NorthGate: STEEP UOPE 12" 14- 314" 17 37'(305 MTn) -mil NAILING AREA 1 Nailina mits batweeiL werFl- Nailing areas for steep slopes (greater than 21:12) and "StornrNailing" Nail between lower 2 nail lines as shown above. 6.8. 1 Hip & Ridge for Landmark" Landmark71N IR Landmark- Pro Landmark"Premium Landmark`TM TL z. Landmark'"' Solaris Landmark Solaris IR NorthGate: 6.8. 1.1 Option 1: Shadow Ridge- or NothGate Accessory 9718 12" (250mm) 305mm) g15/ 16° g15/1g 6, 6" ( 125mm) I (125mm) 150mm)r50mm) t t Notch for Notch for Centering Centering 131/ 4" 12, (337mm) LNotchesforAlignment 7519' 305mm) Notches for Alignment to ge of the (196mm) the Top Edge of the Previous pomm) " (141mth) Cap for 5' (125mm) Exposure English Dimension Metric Dimension Shadow Ri Shadow RidgeTM dge' Evaluation Report 353Z.09.05-R11 Exterior Research and Design,LLC. FL5444-R10 Certificate ofAuthorization 159503 FBC NON- HVHZ EVALUATION Revision 11:17108/2016 Page 8 of 12 6.8.1.2 6.8.1.3 927AT 15h G tt25 rotor) Cet ri&h t 931/A' f 337ntM) afignih•se / r.Lh stntap 7518 Opt of f194Irmo piC'/:IbU C9uCSP NorthGate Ridge J `fftINITYIERD 13 1/6" 333 mm)— 1 - Ia65/8"-iI-6 5/8` i 168 mm) T ( 16B mm) Centering 13114' 337 rrtm) Notch sign these inotches to top 75/8` 194 mm) edge of previous course, T - NorthGate Accessory 305rnn) Laying Notch 1 // \ \X— --;c Figure 13 20, Use rayingnotcbes to centersbin& on bips and ridges, and to kale ffic correct exposure. For ASTM D3161, Class F performance use BASF "Sonolastic© NP1T" ' adhesive or Henkel Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar Cresf', Cedar Cresf" IR hip and ridge shingles. PLO Evaluation Report 3532.09.05-R11 Exterior Research and Design, I.I.C. 1`1-5444 1110 Certificate of Authorization ff9503 FBC NON-HVHZ EVALUATION Revision 11:12/O8/2016 Page 9 of 12 i TRINITY I ERD 6.9 PRESIDENTIAL SHAKE-, PRESIDENTIAL SHAKET"" 1R, PRESIDENTIAL SHAKETl:-, PRESIDENTIALSOLARIST"": LOW AND STANDARD SLOPE: For low and standard slopes, use five nails for each full Presidential shingle as shown below. Nailing . 1+------- 40" Guide Lines (1016 min) 51i4' 133 mm) . 1419' 11l2' 38 min) (362, min) NOTE: Apply nails on painted guideline. STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1" diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails In between the nailing gaide lines, apply 4 nails 1" above'tab cutouts making certain tabs of overlying shingle cows nails. 1„ V diameter asphalt roofing cement Figure 164. Fasteni71gPles4*ntla1 andPresid-tfallZ Shake sbingles on low and standardalopes. Figure 16-7, FasteningFresidmtial and Presidential TIL Shake sbinglas on steep slopes. 6.9.1 Hip & Ridge for Presidential ShakeT", Presidential Shake" IR Presidential Shake TUT Presidential SolarisT': 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 fhe ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4" long or longer, so they penetrate either 3/4" into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced inBirmingham, -Al is 12" x 12"; Portland, OR produces 971V x 131/4" accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonalastic® NP1Tm" adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest", Cedar Crest'm IR hip and ridge shingles. 6.10 I HATTERAST"d: LOW, STANDARD AND STEEP SLOPE: 9„ 230 min) (230 min) (230 mm) (230 min) I (25 min} _ _ _ 25 min) 25 (25 mm) 1 1 tr figure 15-4 frtsle thig llallerns Shiugies all Slurp Slolxt For steep slopes; use five nails and eight spots of asphalt monng Figure LS 3: FaslaningFlalleras SGtngles on cement for each frill Hatteras shingle as shmtn above. Apple I' Loin and Slandard.Vopes ( 25mm) diameter spots of roo9ng cement (ASTM D 45s6 Tye II For lowand standard slopes, use five nails for each full suggested) under each lab corner. Press shingle Into place; do not eapose cement. Hatteras shingle as shanm above. CAUTION: Too much roofing cement can cause shingles to busier. Evaluation Report 3532.09.05-R11 Exterior Research and Design, LLC. FL5444-R10 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 11: 12/08/2016 Page 10 of 12 6.10.1 Hip & Ridge for Hatteras": 6,10.1.1 Option 1: Accessory for Hatteras Figure 15-14.• 18 t%ram pwa units separate to make 54 Hatteras Accessory shingles. 6.10.1.2 Option 2: Cut Hatteras Shingles F— Oil 230 min) I I I I I I I Cap Cap Cap Cap Shingle Shingle Shingle Shingle C TRINITY ERD 8" 18" (460 mm) 1e" 3mmJr- —_rr s a mil 460 mm) `O g 3i0 Figure 15--20: Cutllatteras shingles to make cover cap. Figure 15-21..• Installation of caps dlong Ups and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastice NP1"' adhesive or Henkel "PL° Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE""', HIGHLAND SLATE""' IR: LOW AND STANDARD SLOPE: Miami -Dade requires SIX nails (two nails inddWovacenlx cutout as spawn). Ffgare 113: UseFHEnaafOreoery Ifigbf-d SYnte sbingJe. STEEP SLOPE: Ilse FIU nails andBIGBT spots of asphaltroofng cement* for each fall Highland Slate shingle. For Maml Dade, SIX nails are required. Apply 1' diameter spots of asphaltrooling cement -under each tab corner. Asphalt roofing cement meeting ASTM D4586 Type His suggested, Mam4Dade rcquim SlXmh (W. avls atudas dxlmn Figure113.9: Use HMnails andeightsPotsofaspbalt roofing cement under each tab corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6. 11.1 Hi & Ridge for Highland Slate"" Highland Slate" IR:Refer to instructions herein for Cedar Crest""', Cedar Crest'" IR or Shangle Ridge- hip and ridge shingles. Evaluation Report 3532.09.05-R11 Exterior Research and Design, LLC. FL5444-R10 certificate of Authorization 49503 FBC NON-HVHZ EVALUATION Revision 11: 12/08/2016 Page 11 of 12 6.12 IOW AND STANDARD SLOPE Use TOUR nails for ewety full shingle located as shown below. Sealant f - 1td» 1`(25mm} 6' . 1i56mm) t I ` (3nm) (13Y3ipn) (gym) Q(TRINITYIERD STEEP SLOPE Use POUR nails and four spots of asphalt roofing cement for every full shingle as shown below. Asphalt roofing cement meeting ASTM D4586 Type R is suggested. Apply 1' (25 mm) spots of asphalt roofing cement as shown. CAUTION: ENcessive use of roofing ceuaenl can cause shingles to blister. t—' — — — -- 1. 2s cu, l2s mnj 1 }" o-t18' I I nonaeq Cement) 13.1/s, --I-`- t2-tre '1 laanm) 6.12.1 Hip & Ridge for PatriotT": Refer to instructions herein for Cedar Crestrm, Cedar Crest m IR, Shadow RidgeTm NorthGate or Shangle Ridge' hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Evaluation Report 3532.09.OS-R11 Exterior Research and Design, LLC. FLS444-R10 Certificate of Authorization i19503 FBC NON-HVH2 EVALUATION • Revision 11:12/08/2016 Page 12 of 12 Florida Building Code Online PF101 ona I Kegulat art a jgl a,t Product Approval i. USER: Public UserdbProductApprovalMenu > Product or Application Search > Application List F.CFpiC OFiHE, il'=. Page 1 of 1 r _ 'Nr ll64li otdwi.o r i xs atgt+tAct cel' Refine Search Code Version 20 14 FL# 15216 ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Compliance Method ALL Application Status ALL Quality Assurance Entity Contract Expired ALLQualityAssuranceEntityALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure Other ALL Search Results - Applications Status FL# Type Manufacturer Validated By John W. Knezevich, PE ApprovedFL15216-R2 Revision InterWrap, Inc. 954) 772-6224RoofingHistoryCategory: subcategory: Underlayments onr oninr the Commission if necessary. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. tit 2007-2013 State of Florida.:: Privacv Statement :: AccessibiliStatemen :: 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 sendentity. Instead, contact the office by phone oseesr by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to electronicmailla Sectson haveone.TheFlorida provided Statutes, may effective eused for 1, 0lal communication Iwith the I ensee. However email addresses are puthe blic record. Iartment f you donaniotwishtoladdressfsupplyapersonal address, please provide the Department with an as mail address which cana click her ee available tothe public. To determine if you are a licensee under pter Product Approval Accepts: Credit. • Safe tic ur, f{ uFixtc Florida blam ProductApproval USER: Public User t r;;. 1k4ta.:a Product Aooroval Menu > PrAo oduct orollationSearch > AOPlication List > Application Detail FL15216-R2 FL # Revision Application Type 2014 Code Version Approved Application Status Comments Archived InterWrap, Inc. Product Manufacturer 32923 Mission Way Address/Phone/ Email Mission, NON -US 00000 551) 574- 2939 mtupas@interwrap.com Eduardo Lozano Authorized Signature elozano@interwrap.com Eduardo Lozano Technical Representative 32923 Mission Way Address/Phone/ Email Mission, NON -US 00000 778) 945- 2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/ Email Roofing Category Underlayments Subcategory 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 PE-59166 Florida License Quality Assurance Entity Intertek Testing Services NA, Inc. 11/17/ 2018 Quality Assurance Contract Expiration Date John W. Knezevich, PE Validated By C Validation Checkllst - Hardcopy Received Certificate of Independence FL1521 5 R2 COI 2015 01 COI Nieminen.p Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.2.3 1507.5. 3 1507.8. 3 1507.9. 3 1507.9. 5 T1507.8 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised of Products FL # Model, Number or Name 15216.1 RhinoRoof Underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See ER Section 5 for Limits of Use. Page 2 of 2 Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 10/10/2017 Description Synthetic roof underlayments Installation InstructionsFL15216R2II201504 FINAL ER INTERWRAP RHINOROOF FL15216- R2.Ddf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation ReportsFL15216R2AE2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.odf Created by Independent Third Party: Yes gack Next ' Contact Us :: 26D1 Blair Stone Road Tallahassee FL 32399 Phone: 85_ 0-487-1824 acy Statement :: Accessibility Statement :: Refund Statement The State of Florida is an WEED employer. roovriaht 2007-2013 State of Florida.:: Priv c-records request, . Under Florida law, email addresses are public records. If you do not want your e-mail address released uestionss pleaseconnresponetoa tact do not d tact 850.487.1395. -Pursuant to electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any qvide the Department Section they have one.Theelmails provided d mayeffective e usedfor official co2, licensees mmunication ommunicationensed withthelicensee. censee. HowerChapter everemailaddrressesarepublicrecord. If you donot wish f nt with an emailChapter address which can be click hmade available to the public. To determine if you are a licensee under supply a personal address, please provide the Departme Product Approval Accepts: safe y{ F tea. ins uz+J,'vgwv T r tiCLLLCIt) u,[ k[«: - 9 RIRIITY ERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BCV2V-6E4 UNflg P-c.lq-1 124 " 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 Canada SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use ofconstructionmaterialsintheStateofFlorida. The documentation submitted has been reviewed by Robert Nieminen, P.E. 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 referencedQualityAssurancedocumentationchanges, or provisions of the Code that relate to the product change. Acceptance offtheproduct this Evaluation Report by the named client constitutes agreement to notify ERD Robee u res a completert Nieminen, P.E. ) review of this changes or the referenced Quality Assurance documentation changes. Trinity q 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 advertisingliterature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. NSPECriON: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or itsdistributorsandshallbeavailableforinspectionatthejobsiteattherequestoftheBuildingOfficial. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59165, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P. E. on o4/27/2015. 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: Ill it acquire, a financial interest in any company manufacturing or 1. Trinity IERD does not have, nor does it intend to acquire or w distributing products it evaluates. ny manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any compa 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. ial interest in any other entity involved in the approval process of the 4. Robert Nieminen, P.E. does not have, nor will acquire, a financ 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 projectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. INITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment duced by Interwrap, Inc., has demonstrated compliance with theComplianceStatement: RhinoRoof Underlayments, as pro intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the followingStandards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Standard year Section 1507.2.3, 1507.5.3, T1507.8, Properties Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 2005 1507.2.3, 1507.5.3,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Reference Date Entit Examination 100539395COQ 006 10/27/2011 ITS (TSi1509) Physical Properties 100539395COQ--002 10/27/2011 ITS(TST1509) Physical Properties 1 006 03/14/2014 ITS (TST1509) Physical Properties ReportInspectionReportinspection 11/17/2014 ITS (QUA1673) Quality Control 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTMD226, Type I or Type 11 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: 5This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are,, in any way, the Designer of RecordforanyprojectonwhichthisEvaluationReport, 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 withinFBCapprovaldocuments. 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 Wood Shakes Slate or Asphalt Nail -On Tile Foam -On Tile Metal Underlayment & Shingles Simulated Slate Shingles 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 Inter -wrap, 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 requirementsforASTMD226, Type I or 11 or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Evaluation Report 140S10.02.12-R2 Exterior Research and Design, LLC. FL1S216-RZ Certificate of Authorization #9503 Revision 2: 04/27/2015 Page 2 of 3 8. I TRINITYl ER® 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 ofplastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The usestaples isprohibited. 6. 4.2 Single Layer; 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/orthe 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 hoursuptomaximum30-day5, use of every fastening location printed on the surface is required. Whenbattensystemsaretobeinstalledatoptheunderlayment, the underlayment need only be preliminarily attached pendingattachmentofthebattensonthesameday. Battens shall not be positioned over cap nails. If this occurs, removethecapnailandpatchtheholeinaccordancewithInterwrappublishedinstructions. 6. 4.3 Double Layer; 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 afull-width sheetoverthestarter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half - width plus 1-inch side (horizontal) laps, resulting in a double -layer application. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the manufacturer orthe named QA entityfor information on plants covered under Rule 61G20 3 CIA requirements. 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 cfAuthorization #9503 Evaluation Report 140510.02.12-112 FL15216- R2 Revision 2: 04/27/2015 Page 3 of 3 Florida Building. Code Online Page 1 of 1 O.T 4. 5 tl1N IF,,. nFLORIOAOfipaOF e uBusiness&Professwna g ion r . ` ,i ,98KtReaE-R quroewt qg? IY13t k.edxr uertg' Florida r EF^y ici+tr U • yr^ai.ysnn Product Approval t0. - USER: Public User Product Aooroval Menu > Product or Aoolication Search > Application List Refine Search Search Criteria 16568 Code Version 2014 ALL FL# Product Manufacturer ALL Application Type ALL Category ALL ALL Subcategory Compliance Method ALL Application Status ALL Quality Assurance Entity Contract Expired ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure Other ALL Search Results - A lications validated Status FL# TvDe Manufacturer Steven M. Urich, Approved FL16568- Revision MILLENNIUM METALS INC. PE Rl category: Roofing Histo Subcategory: Roofing Accessories that are an Integral Part of the (717) 317-8454 Roofing System Approved by DBPR. Approvals by DBPR shall be reviewed and atffied by the POC and/or the Commission if necessary. contact Us :: 3591 Blair Stone R ^ T3113has5CP FI 32399 Phone: 850-487-1824 The State of Florida Is an WEED employer. Cocvrioht 2007-2013 State -of Florida. :: Privacy Statement :: n ibility Statement ;; RPfund 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 850.487.13an95. *Pursuant to Sectionhave one. 75j), email providedd may iv used for 1, 20lal communication2, licensees iwith ticensed undlrC se: hae. However email ater 455, F.S. must ddresses esare public record. rovidetheDepartmentwcifyoudo nlot wish to f supply a personal address, please provide the Department with n email add re ch can be Fss.wplea e click made available to the public. To determine If you are a licensee under Chapter Product Approval Accepts: Im cL'hEck IN Cfedit Card safe I r n:4 hoQ Florida Building Code Online Page 1 of 2 a s FLOAfOA OQpAp7MONT OF r flu -i a t r >:„ II a•'!, „ BpSlnesS&i,Prafessional Regulatra n P y E h 1(rf GHV[{; ,PH1 A 6lPf t3k5 PAlL1l+T tlgt? Florida Product Approval usER: Public User yrrysrtrtr;wrr,•, Produ Aooroval Menu > Product or Aoolicatlon Search > Aoolication List > APPlication Detail FL16568-R1 FL # Application Type Revision 2014 Code Version Approved Application Status Comments Archived Product Manufacturer MILLENNIUM METALS INC. Address/Phone/Email 1333 HAINES STREET EXP JACKSONVILLE, FL 32202 877) 358-7663 tmccogan@aol.com Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32218 904) 358-8366 tonyac@mmi2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System 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 James L. Buckner, P.E. @ CBUCK, Inc. the Evaluation Report PE-31242 Florida License Keystone Certifications, Inc. Quality Assurance Entity 0/22/2026 Quality Assurance Contract Expiration Date Steven M. Urich, PE Validated By Sa Validation Checklist -Hardcopy Received Certificate of Independence FL16568 R1 COI Cert )fIndeo.Ddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Florida Building Code Online Product Approval Method I i Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 2 Option B 03/02/2015 03/02/2015 03/05/2015 04/15/2015 ummary of Products FL # Model, Number or Name 16568.1 "MMI-2" Off Ridge Vent Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +N/A/-75 Other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. 16568.2 I MMI-26 Off Ridge Vent Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A other: Refer to evaluation report for conditions and limitations of use. Refer to manufacturer's installation instructions as a supplemental guide. Page 2 of 2 Description Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Installation Instructions FL16568 R1 II 01 MMI-2 OffRidaeVent-ASTME330- Steel EVALREPORT.odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports FL16568 RI AE 01 MMI-2 OffRidoeVent-ASTME330- Steel EVALREPORT.odf Created by Independent Third Party: Yes Steel or Aluminum Off Ridge vent with Detachable Baffle for shingle roofs mechanically attached to Plywood Deck. 4', 6', 8', 10' Nominal Lengths Installation Instructions FL16568 RI II 02 MMI-2B OffRidaeVent-TAS 100 EVALREPORT odf Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E. 31242 Created by Independent Third Party: Yes Evaluation Reports FL16568 R1 AE 02 MMI-2B OffRidoeVent-TAS 100 EV \1 REPORT. 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. Coovrioht 2007-2013 State Of Florida, :: Privacy Statement:: ACC °y-solidity Statement :: Refund ement 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section they have5o 7S(l), bailsmalls provided may be Octsed be official ,licecommuneesication thensedlicencenseere. Howter ever email addresses are pue the blic record. if you do nartmentwithanlotwisht if supply a personal address, please provide the Department with an email add FS which canclica made k h rg, available to the public. To determine If you are a licensee under Chapter Product Approval Accepts: 0671 h — Crddif Card Safe l(UI"II\4\il lillil"" SKss. ,.,..sax<a. 3 ZBUCK'Engineering Sp claltt Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 Evaluation Report MMI-213" Off Ridge Vent with Detachable Baffle Ridge Vent Assembly Manufacturer: Millennium Metals, Inc. 10200 Eastport Road Jacksonville, FL 32218 877) 358-7663 for Florida Product Approval FL 16568.2 R1 Florida Building Code 5th Edition (2014) Per Rule 61G20-3 Method: 2 - B Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roof System Product: Material: Support: MMI-2B" Off Ridge Vent with Detachable Baffle Steel or Aluminum Wood Deckk,,r.E><o,suhdl Prepared. by: James L. Buckner, P.E., SECS Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 15-104-MMI-2B-ORV-ER_14 Date: 2 / 26 / 15 Contents: Evaluation Report Pages 1-7 ti tis L ${)1Ck l/ f// i ti 1 P . ' .ciriSF'•' I' c,, No 31242 STATE*OF 1 S O N Al-` Digitally signed by: James 1. Buckner, P.E. rw irk, Inr. 2015.03.02 10:57:51-05'00' FL #: FL 16568.1 R1 Date: 2 / 26 / 15 r1. Report No.,: 15-1D4-MM-H-ORV-ER_14 Page 2 of7' CBUCK, Inc. Certificate of Authorization #8064Sp =c_jcq jj SjTLN=f xc!3) &ngjr 1P 1nq Manufacturer: Millennium Metals, Inc. Product Name: "MMI-213" Off Ridge Vent with Detachable Baffle Product Category: Roofing Product Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/System "MMI-213" Off Ridge Vent with Detachable Baffle Description: Steel or Aluminum off ridge vent for shingle roofs mechanically attached to Plywood Deck. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Off Ridge Vent 2. Fasteners 3. Roof Cement Support: Type: Wood Deck Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: 15/32 (min.) or greater plywood, or Wood plank (min. specific gravity of 0.42) Slope: 2 : 12 or Greater FL #: FL 1656$.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM-2B-ORV-ER_14. r= gineeng Page 3 of 7 Sl]E l flfit St-ruCtural Eng1np*_=rinQ CBUCK, Inc. Certificate of Authorization #8064 Performance Standards: The following test protocols were performed to demonstrate compliance with the intent of the code as this product is not addressed specifically in the code. TAS-100(A)-95 - Wind and Wind Driven Rain Resistance and/or Increased Windspeed Resistance of Soffit Ventilation Strip and Continuous or Intermittent Ventilation System Installed at the Ridge Area. Code Comp,l'iance: The product described herein has demonstrated compliance with Florida Building Code 5th Edition (2014), Section 1709.2. Evaluation Report This product evaluation is limited to compliance with the structural requirements of Scope: the Florida Building Code, as related to the scope section to Florida- Product Approval Rule 61620-3.001. Limitations and Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical documentation, specifications and installation method(s) which include Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule'61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. This product has been evaluated to a maximum height of 33 feet. This product shall not be installed on roof slopes less than 2 : 12. Refer to applicable building code for ventilation requirements. Design of support system is outside the scope of this report. Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc. (FBC Organization #: QUA 1824). FL #: FL 16568.1 R1 Date: 2 / 26 / 15 Report No.: 15-104-MM-2B-0RV-ER_14 Page 4 of 7 F_!;p janij Structural EnQlnE2L=flnq CBUCK, Inc. Certificate of Authorization #8064 Components/Materials Ridge Vent: "MMI-213" Off Ridge Vent with Detachable Baffle by Manufacturer): Material Type 1: Steel Thickness: 26 gauge (min.) Yield Strength: 40 ksi min. Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel Material Type 2: Aluminum Thickness: 0.025" (min.) Alloy Type: 3105-H14 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM B209 Nominal Dimensions: Width: 24" Height: 4-1/2" Lengths: 2' , 4', 6', 8' and 10' Fastener(s): Base Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Annular Ring Shank Roofing Nails Size : 11 gauge x 1-1/2" Corrosion Resistance: Per FBC Section 1506.5 Standard: Per ASTM F 1667 Alternate Fastener: Purpose: Attaches Ridge Vent Base Flange to Deck Type: Hex -Head Wood Screw Size : #10 x 1-1/2" (min.) Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard: Per ANSI/ASME B18.6.4 Roof Cement: Type: Asbestos -free asphalt based roof cement w/ SBS rubber Application Size : 1/4" thick minimum Standard: Per ASTM D 3019 Type III and ASTM D 3409 SpectaHij Strucfiuresi Enginevrimi CBUCK, Inc. Certificate of Authorization #8064 Installation: Installation Method: Refer to drawings on Pages 6-7 of this report.) Prepare deck opening by trimming any shingles & nails that may interfere with ridge vent installation. m Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent flange beneath loosened shingles and align with deck opening. Slide baffle onto lower roof vent flange and secure with nails or screws spaced 4" o.c. Attach vent top and side flanges to deck with nails or screws spaced 4' o.c. and 1-1/2" from each end. m Minimum fastener penetration thru bottom of support, 3/16". Install the "MMI-2B Off Ridge Vent with Detachable Baffle" assembly in compliance with the installation method listed in this report and applicable code sections of FBC 5th Edition (2014). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. TAS 100(A)-95 Test Architectural Testing, Inc-(FBC Organization #TST ID: 1527) Report #: D0249.01-450-18, Report Date: 8 / 29 / 13 2. Quality Assurance By Keystone Certifications, Inc. (QUA ID: 1824) Millennium Metals Licensee # 423 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 16568.1 R1 Date: 2 / 26 / 15 ng Report Nd:: 15-104-MM'2B-M-ER_14 Page 6 of 7 Sper_-laftj SI-ruc:tural Engineering CEUCK, Inc. Certificate of Authorization #8064 Installation Method Millennium Metals, Inc. MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck T_ 4 1/2" J_ C: 41011 Profile Drawings Side View (Not To Scale) Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws MMI-2" Steel Off Ridge Typical. Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 10 min. Wood Screws nil Detachable Baffle --- Two piece system that slides into lower flange of vent and secured with fasteners spaced 4" o.c. Plywood Deck Lower Slope Front) Higher Slope Back) Typical Side View (Not To Scale) SpEmcic:51W 5tlrucrurai Inc pnEmerjnq Installation Method Millennium Metals, Inc. MMI-213" Off Ridge Vent with Detachable Baffle Attached to Wood Deck 1 1/2" o.c. 1 1/2" 4" O.C. 4" o.c. Typical, Maximum Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail Base Flange OR 10 min. Mod Screws Top Plan View (Not To Scale) Typical Fastening Pattern) Nominal Lengths Y see ,, ,.• .-. . . 6Ft. 8 Ft. ewer •'-; . \ ' / 10 Ff. fi41 Detachable Baffle Two piece system that slides into Power flan e of vent andy9secured with fasteners spaced 4" o.c. Typical Fastener(s) 11 Gauge Ring Shank Roofing Nail OR 410 min. Wood Screws Typical Ridge Vent Assembly I WL IItIF11 i o 10200 Eastport Road Jacksonville, F132218 877-358-7663 Off Ridge Vent Installation (with or without detachable baffle) A. Preparation To prepare roof for installation it will be necessary to determine how many and what type of vents will be needed for the project. Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be installed a minimum of 6" off the peak of the ridge. Cutout sizes are located below in Table 1-1. IMTORTANT NOTE: DO NOT CUT INTO RATTERS OR TRUSSES. When installing vents on an existing shingle roof remove shingles from the sides and top of the opening. Remove any nails that interfere with installing the vent. This typically includes nails that are to be 3" within the body of the vent. Shingles and existing nails should remain on the bottom slope up to the cut opening. Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement should be ''/4" thick and should extend 2" onto the underlayment. The lower portion of the vent should already have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement. Shingles should be installed on the back and side flanges of the vent. All nail areas should be covered with cement. B. Opening & Positioning The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimum clearance of 2-1/2" from the roof to the top of the vent. The vent should be centered horizontally over the opening. Table.l-1 Off Ridge Vent Installation Chart Length Net Free Area (sg in) Cut Out Size 4' 115 46" x 2-1/2" 6' 175 70" x 2-1/2" 8' 235 94" x 2-1/2' 10, 295 118" x 2-1/2" C. Fastening of the Off Ridge Vent 1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof vent. Care should be taken to see it is flush with front flange of vent. Secure as indicated on drawing. 2) Fasten the top, side, and lower flange with a minimum of 1-1/2" ring shank nail 4" on center. The nail should be 1-1/2 inches from the edge of the flange and 1-1/2" from the corners of the vent. Nail must beASTMF1667 compliant in accordance with Florida Building Code,'Section IS. Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum Aluminum available with detachable baffle only), which meets the requirements of the 2010 Florida Building Code (chapter 15). 26 gauge (.0179 min) AZ50 Acrylic Coated Galvalume Steel 26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B 26 gauge .0179 min ASTM A-755 Ptd Steel Commercial Steel Type B Ptd Aluminum (.025 min) ASTM B-209 * Ahmdnmu is only available Tvith detachable baffle this to Florida ProdactApproval. Florido Product Approval USER: Public User a13+ r r Product Approval Menu > Product or ADDlication Search > Application List Search Criteria Refine Search Code Version 2014 FL# 17867 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Car cu ncawua FL# Type F Y"`•'""" Manufacturer Validated By Status FL17867 New Lott's Concrete Products Category: Structural Components Thuy H Huynh 813) 645-0166 Approved Subcategory: Products Introduced as a Result of New Technology Contact Us:: 2601 Blair Stone Road, Tallahassee FL 32322 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant toSection455.275(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 tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here . Product Approval Accepts: W ® eCtir I E credit Gard Safe Florida Building Code Online Page I of z ar AI GFIgII ROF '' : r i u i 4 "yy—s l Busine'ssr&Pra essiona l iegdla r or ,'( ' t s • ,., 0=. I t;G 4 BCIS Home Log In User Registration Hot Topics Submit Surcharge 1 Stats & Facts Publications :1. F5C Staff BCIS Site Map Links I Search 1; d.. b .Product AoDro al Menu > Product or ADDlication Search > Application Lis > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative . Address/ Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL17867- RO New 2014 Approved N Lott' s Concrete Products P. O. Box 77125 Winter Garden, FL 34777 407) 656-2112 precast98@aol. com John Hoy jhoy@florida- engineer.com Structural Components Products Introduced as a Result of New Technology Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received John Hoy PE- 55312 Keystone Certifications, Inc. 11/ 01/2023 Thuy H Huynh 0 Validation Checklist - Hardcopy Received FL17867 RO COI Letter of Independence. odf Referenced Standard and Year (of Standard) Standard ACI 318 ACI 530 ASTM A416 ASTM A615 Equivalence of Product Standards Certified By Year 2011 2011 2006 2009 Sections from the Code Florida Building Code Online Product' Approval Method Method 1 Option D Date Submitted 07/03/2015 Date Validated 07/03/2015 Date Pending FBC Approval 07/09/2015 Date Approved 08/20/2015 Date Revised 10/14/2017 Summary of Products Page 2 of 2 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 Sin Lintel Load Tables.Ddf FL17867 RO AE Letter of Evaluation 'odf FL17867 RO AE Quality Control Manual 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. CopyriOht 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: W ® cChi:ik E . Credit Card Safe a 1 q J gopeS0IU I i 0 n .ti _- Ideas July 2, 2015 LOTT'S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS Preparation 1. Remove any laitance, loose aggregate, and anything that could prevent mortar from bonding with the precast lintel. 2. Remove any loose material from the grout spaces that is deleterious to masonry grout. Erection 1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in bearing for unfilled lintels. 2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in length. All shoring is the responsibility of the general contractor. 3. Construct all concrete masonry above the precast lintel in accordance with ACI 530. Reinforcement Placement 1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the construction documents. 2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the lintel) as indicated on the construction documents. Provide minimum concrete coverage in accordance with ACI 315 and secure reinforcement to prevent movement during the grouting process. 3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the construction documents. Grout Placement 1. Place concrete masonry grout in accordance with ACI 53,0. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 3 -7 Documented Construction Value: $ q , J:' D'C—)0 Job Address: b ( 1n Historic District: Yes No © Parcel ID: Residentiao-Commercial Type of Work: New/..Addition Alteration Repair De Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Khrissy or Jamie . Title: Clerical Phone: 407-323-7515 Fax: 407-323-8954 Email:- ni:' :_ ' foTJi-orlando.com Property Owner Information Name Street: City, State Zip: Phone: Resident of property? : or) Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax. 407-323-8954 City, State Zip: Sanford, FL 32772 Name: Street: City, St, Zip: Bonding Company: Address: State License No.: CF-0057881 Arch itectlEnginee r 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5* Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybefoundinthepublicrecordsofthiscounty, 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 an 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 an work willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent ..Date Print Owner/AV-i'i Name SignahueofNoWe -State of Florida paw Owner/Agent is Personally Known to Me or Produced ID Type of ID sigoatureofConhactor/Agent D A. Thomas smith Name V9 s/62' NOTARY PUSUC STATE OF FLORIDA CorrmN GGt368B8 ct Expires 8/21/2021 Contractor/A,gent is X Personally Known to Me or Producetl'ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building [] Electrical El Construction Type: Total Sq Ft of Bldg: Mechanical Plumbing0 Gas[] Roof D Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes 0 No # of Heads Fire Alarm Permit: Yes NoFJ APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: CONEWENTS: Revised., June 30, 2015 Permit Applicatioa eisR23 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION r PERMIT APPLICATION 4 ng Application No:- Documented Construction Value: $ r Job Address:39 D ` CyCJL'3)..c b l Vie L- C Historic District: Yes No Parcel ID: Residentialf4 Commercial Type of Work: New-N Addition Alteration Repair Demo Change of Use Move Description of Work: _ (; hO ( t C"e Plan Review Contact Person: Phone: Fax: Email: Title: Property Owner Information Name n Phone: lit Street: LE V j , CA n f C _ Resident of property.: City, State Zip: Oy'l o nd' L 1-.-i-` 11 Contractor Information Name 1 CO Phone: 4D7 (PH b) - At r I A _ Street: % C tiC. &)n /q i Fax: i-I - OL --1 _ (30) J 1 City, State Zip: _ Al { ref >' 2—3 P State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE, FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, 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: 5t6 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application A '% 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 pen -nit 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 Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date cu.0 - rr, P nt ontractor/Agent's Name Signature of Notary -State of Florida Date PAMELA S TERNUS cr commission # GO 110622 Expires August 7, 2021 1jFOf f P 6ondad Ttuu Budget Ndbry Services Contractor/Agent is Personally Known to Me or Produced ID - I* pe of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg:. Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: COMMENTS: ENGINEERING: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Pcmtit Application CITY OF SANFORD MAY 2 2 2018 BUILID.ING 8 :FIRS PREVENTION PERMIT: APPLICATION Application NO: t Documented Construction Value: Job Address:.:_. )&&1 VA Lobe Historic District: Yes No Parcel ID: Wgidentla'Q Commercial U Addition El Repair Demo ,0 Change of Use 4 Move Type of Work. Newo- Description of Work:71rvS4,q11 OowipAak- Plan Review Contact Pierson: Phone: Name II Title: Email: fl$('e :JlQ1n!rnrn. Property Owner Information Phone: Street: , , L J^ Resident of property? i VIP City State Zip y Cbti raid or Information f C Name—f10 t " .phone: Street: Fax: City, State Zip:SUN- State License No.. ` O Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: 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 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit:submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actu'al 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 be done in compliance with all applicable4aws regulating; construction and zo g Signature ofOvmer/Agent Date Print Owner/Agent's Name Signature.of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID s work will t•°° CHERYL D AKERS MY COMMISSION # FF998962 2 W. EXPIRES June 05, 2020 jaD7?98,D153 ('IardnNotary$rsrwte.Cpiii. Cont'ractdr/Agentis ersoi ally'Known to -Me or Produced ID 'Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: 0 Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 State Cert CAC032448 IV AIR HEATING - RIR CONDITIONING JASMINE COVE VERSION I OPT LUXURY OWNER'S SUITE 3.0 15.0 3 4,(4)4.00 JASMINE COVE VERSION I OPT SITTING RM 3.0 15.0 3 s4,569,m), AG zvw- U l,' 1`1 mk,,,- 1, ffl , Y, gl J "b LAUDERDALE 3.5 15.0 3 878.00 LAUDERDALE OPT BONUS, 5.0 15.0 3 6,73 3.00 LAUDERDALE OPT BONUS BATH 5.0 151.01 4 6,818.00 LAUDERDALE OPT BONUS BDRM 5.0 15.0 4 05929.00 PALMDALE 2.0/2.5 15.0 4 ss,09.00 PONTE VEDRA 2.5 15.0 3 4.712.00 SANDPIPER POINT VERSION 2 3.0 15.0 2 14150 00' SANDPIPER POINT VERSION 2 OPT 1ST FL BDRM/BDRM 5 3.0 15.0 3 41389.'00' SANDPIPER POINT VERSION 2 OPT LUXURY OWNER'S SUITE BATH 13.5 15.0 3 1,991.00 SANDPIPER POINT VERSION 2 OPT OWNER'S BATH 3.0 15.0 21 SANDPIPER POINT VERSION 2 OPT SITTING, RM 3.5 15.0 2 SANDPIPER POINT VERSION 2 OPT STUDY 3..0 15.0 2 4,333,00 SANIBEL VERSION 151.0 4", 8,()9,8`.,00 SANIBEL VERSION I OPT 1ST FL BDRM 15.0 5 8;750.00 SANIBEL VERSION I OPT BATH 2 2.0/2.5 15.0 5 81273.00 SANIBEL VERSION I OPT GUEST SUITE 2.5/2.5 15.0 5 8,406.00 SANIBEL VERSION I OPT MORNING RM 2.5/2.5 15.0 4 84.551-00 SANIBEL VERSION I OPT STUDY 2.0/2.5 15.0 4 K200.00° SANTA ROSA 3.5 15.0 4-- 5,494.0-0; SANTA ROSA OPT BDRM 4 3.5 15.0 4 SANTA ROSA OPT MORNING RM 3.5 15.0 4 5600.00 SANTA ROSA OPT STUDY 3.5 15.0 4 581.00 SAWGRASS 3.5/2.0 mm 15.0 4 9,231.40, SAWGRASS OPT 1ST FL SUITE 3.5/2.0 15.0 5 9,485.00 SAWGRASS OPT 2 ND FL EXTENSION 3.0/3.0 15.0 5 9.725.00 SAWGRASS OPT BATH 2 15.0 5 9'U'814) SAWGRASS OPT BONUS BDRM 3.5 / 2.0 15.0 il\ 5 t 1 11 I. I I I A i 41171 l,,A H DESCRIPTION AS FURNISHED: I-ot 137, KE_NSINGTON ,RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. C BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR Inc. TRACT J POND-D I N 00019 ,09 " W 60, 00' D=90000'00" R=25.00' L=39.2i' C= 35.36' CB=N 44'40'51 " E I I I I 41.80' LOT 137 31, 80' I I 14.0' 0 0 I 21.50' 30.0' I I o FORMBOARD FOUNDATION I D6 TOP OF FORMS = 29.73' I c6 I I 2f.50' i 2f.50' 0 I 21.3' 25,20' 25,20' 10' UTIL. ESMT. N 00°19'09" W 35.00' 7.50' N 7.50' 6 L ,,0o CRA IVZ El Y .DO TAN L OOP 40' PRIVATE R/W) PRIVATE ROAD) LOT 136 PROPOSED = FINSHED SPOT GRADE ELEVATIONS FRONT = 25' -- PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' PROPOSED DRAINAGE FLOW 5 0 0 IMPERVIOUS COVERAGE = 1,993t SQUARE FEET OR 29.5% SIDE = 5' FOR 40' LOTS LOT GRADING TYPE A \5 0 LOT CONTAINS 6, 766± SQUARE FEET SIDE = 7.5' FOR 60' LOTS Oe LIVING AREA CONTAINS 1,353t SQUARE FEET SIDE = 10' FOR 75' LOTS PR'OPO.SE'D FINISH FLOOR PER PLANS = 29.7' QQ CONC/LANAI/PORCH CONTAINS 640t SQUARE FEET SIDE STREET = 25' CR UST_; Nli EET, R - ASCOTT ASSOC, INC. - LAND SURVE-YORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 PLAT P.OL POINT ON LINE F = FIELD TYR ° TYPICAL NOTES: LP. IRON PIPE P.R.C. = POINT OF REVERSE CURVATURE 1. THE UNDFRSIGNED DOES T/EREBY CER7IFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF R. IRON ROD P.C.C. • POINT OF COMPOUND CURVATURE PROFES510N.4L SURVEYORI'AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C.M. CONCRETE MONUMENT RAD, =RADIAL N.R. NON -RADIAL 2. UNLESS eMBOSSEO WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEA(• THIS SURVEY MAP OR COPIES ARE NOT VALID. I' LR. = 1/2' I.R. /#LB 4596 W.P. • VfiNESS POINT J. THIS, SURVEY WAS PREPARED FRO14 TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONSREREC. = RECOVERED PRD POINT OF BEGINNING CALC. CALCULATED P.O.C. .POINT OF CONH_NCEMENT PRA • PERMANENT REFERENCE MONUMENT OR EASEMENTS, TINT AFFECT THIS PkOPERTY. 4, No UNDrgGRCJND IMPRO'EM'EVTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. FORCENTERLINEFF. = FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED SOLE OENETl7 Of 17iOSE CERTiFlED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENITtt. N&D = NAiI t DISK BSL. • BU[LDiNG SETBACK LINE 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/V •RIGHT -OF -MAT B.M. =BENCHMARK ESMT. EASEMENT B.B. ° BASE BEARING 7, BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. - DRAINAGE C. ELEVATIONS, IFSHOWN, ,WE WED ON Te1.DONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. JTIL. ^ UTILITY CL. FC, = CHAIN LINY. FENCE 9. CER77FICAIE OF AU;HCRILAITON No. 4596. WD. FC. = VODD FENCE. CONCRETE DLUCK SCALE 1-- 1" 20'--1 DRAWN BY: •'• P. C. POINT OF CURVATURE p, T. OF TANGENCY CERTIFIED 6Y: DATE ORDER NO. VESC OESC. = DESCRIPTION P. = PLOT PLAN 11-22-2017 5188-17 ARCL L ARCLENGTHD =DELTA REVISED PLOT PLAN 03-13-18 1478-78 C CHORD C.. H. CHORD BEARING NORTH FORA460ARD FOUNDATION/ ELEVS. OS-03-18 2648-]8 THIS BUILDING/ PROPERTY DOES NOT UE WITHIN ---q.,RUSENME R, A - 1' HE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM' TOM R. L.3' 4714 DAMSOTT,L. S j 4801 ZONE "X" MAP / 12117C0090F (09-28-07) DESCRIPTION AS FURNISHED: Lot 1'37, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. BOUNDARY FOR / CERTIFIED TO: Sonjeev Forid; NVR Inc. dbo Ryan Homes; Stewart Title Guaranty Company; NVR Settlement Services, Inc.; NVRM TRACT J POND-D I N 00019'09" W REC. 1,12" I.R. 0111 6O. 00NO1. D. P, T. SET 1 /2"I. R 4596 0.6 OFF I I 31,80' LOT 137 I 41.80' I 14.0' 3.0'x3.0' AC PAD o COV"D. I 2 CONC. 2P.50' J 30.0' Q3 I w U U O I TWO STORYoRESIDENCE F.F.= 29.74' I I ro v COV'D. CONC. 2f.50' i r 8.7 02.50 21.3' F0.4' OFF I D=90°00'0 R=25.00' L=39.27' C= 35.36' CB=N 44040'51 " E REC. 112 " I.R. NO I.D. c09 9l. 7.50' C tz7 . 7.50' BRICK WALK 16' i BRICK OR. 25.2 5.20' 0.4' S I 10' UTIL. ESMT. I 1.0' ncc n1 OFF LOT 136 5' CONC. WALK SET 1/2"(R. 4596 C. N 00°19'09" W SETP112"LR. 4596 35.00' 6 G G CRA. TrLEY DO INN- LOOP 40' PRIVATE R/W) PRIVATE ROAD) PROPOSED = FINSHED SPOT GRADE ELEVATIONS FHUNI = [D PER DRAINAGE PLANS PLOT PLAN All CALCULATIONS REAR = 20' PROPOSED DRAINAGE FLOW E F0 IMPERVIOUS COVERAGE = 1,993t SQUARE FEET OR 29.57 SIDE = 5' FOR 40' LOTS FEET I' LOT GRADING TYPE A S6,766± QUARE SIDE = 10' FOR 75' LOTS PLANS = 29.7' L INGONTAINSAREACONTAINS 353t SQUARE FEET STREET = 25' e PROPOSED FINISH FLOOR PER QQ CONC/LANAI/PORCH CONTAINS 640t SQUARE FEET SIDE GRUSETIVML'YER-,SCOTT ASSOC, INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLAN00, FL. 32807 (407)-277-3232 FAX (407)-658-1436 p = PLAT P.O.L. POINT ON LINE NOTES: F = FIELD T'W • TYPICAL I,p, IRON PIPE PR. G POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OFFLORIDAADMINISTRATIVECODEPURSUANTTOSECTION472.027, FLORIDA STATUES I.R. =IRON ROD P.C.C. POINT OF COMPOUND CURVATURE RAD. •RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17ANDORIGINAL RAISED -SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID. C.M. = CONCRETE MONUMENT SET I.R. 1/2' I.R. •/NLB 4596 MR. NON -RADIAL 2, UNLESS EMBOSSED WITH SURVEYOR'S SIGNATUREJ. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTION REC. - RECOVERED VP. • WITNESS POINT P.D.B. POINT OF BEGINNING CALC. CALCULATEDPERMANENT REFERENCE MONUMENT OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. p.D.c. PmNr OF cOMHENCEMENT P.RF1. FF. •FINISHED FLOOR ELEVATION 5, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. 4 CENTERLINE NgU = NAIL 6 DISK B.S.L. BUILDING SETBACK LINE 6. DIMENSIONS SHOWN FOR THE LOCJAT70N OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/v = RIGHT-OF-vAY B.M, BENCHMARK BASE BEARING 7. BEARINGS, ARE BASED ASSUMED OAT'JM AND ON THE LINE SHOWN AS BASE BEARING (B. B. ESMT. EASEMENT B.B. 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. DRAW. = DRAINAGE UTIL. = UTILITY 9. CERTIFICATE OF AUTHORIZATION A1o. 4596. CL.FC. = CHAIN LINK FENCE v D.FC. = v000 FENCE SCALE I— 1 s 20'--1 DRAWN BY: "•' C/B CONCRETE BLOCK P.C. POWT OF CURVATURE DATE ORDER N0. i P.T. = POINT OF TANGENCY n DEsc. DESCRIPTION CERTIFIED BY: - PLOT PLAN 1 1-22-2017 5188- 1 7 4; RADIUS L ARCDELLENGTH REVISED PLOT PLAN 03-13-18 1478-18 E = CHORD FORMBOARO FOUNDATION/ELEVS. 05-03-18 2648-78 C. B. = CHORD BEARING NORTH FINAL7ELEVS. 07-28-2018 4819-18 THIS BUILDING/PROPERTY DOES N07 UE WITHIN GRUSEN EVER, R..S. y 4714 THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM JA W. SCO , R.L.S j 4601 ZONE " X" MAP 112117CO09OF (09-28-07) 15 lightyears, Inc 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, 1 L-P 49 /-3 /b 15lightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, Timothy` -Mith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC IS i"G x 60 - 10 ---"" 1 = 'T• J_ CFM(50) Building Volume ACH(50) IN PASS (Mechanical Ventilation is not required) PASS (with Mechanical Ventilation) Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition jurisdiction: I Permit #: IT- J$47 Builder: ZK4tj Community: K S jn'rC OJ Lot: 1 3% Address: 3'70 / r•Gi GJ I C 7 :70 " Unit: City: Sq,,d c! State: Zip: 3Z773 System 1 cfm25 System 2 cfm25 System 3 cfm25 um of any additional systems cfm25 Total of all systems cfm25 V7 215q = • 03 Qn Total of all Total Conditioned systems Square Footage Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Company Name: 15 Lightyears Inc Phone: (855) 438-1515 I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: P/ Date of Test: I. 17 Printed Name of Tester: Michael Chmela License/Certification #: 4FTD6W Issuing Authority: RFSNFT of I ip ancsa ! t^.Arfifir`4t€5 of the must hp attached) UNIVERSAL UES Project No: 0110.1700732.0000 Workorder No: 9376089-1 ENGINEERING SCIENCES ReportQate: 5/4/2018, Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection / , Building Inspection - Plan Review - Building Code Administration ` J (J 7 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 Client: In -Place Density Test Report 4307 Vineland Road, Suite H2O Orlando, FL 32811 Project: Kensington Reserve, House Lot Testing Area Tested: Lot 137 - 3701 Crawley Down Loop Material: Native Reference Datum: 0 = Bottom of Footing UES Technician: Leon Bouyer Date Tested: 05/04/2018 Type of Test; Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density pcf) ptimum Moisture I Field Dry Density pcf) Field Moisture Soil Compaction i%i Native Depth inch) Pass or Fail 1 North Footing 0-1 ft 102.7 10.8 102.4 5.0 100 N/A Pas: 2 West Footing 1-2 ft 102.7 10.8 102.1 5.3 99 N/A Pas: 3 South Footing 1-2 ft 102.7 10.8 103.4 6.8 101 N/A Pas: 4 NW Section Of Lot 1-2 ft 102.7 10.8 103.8 9.2 101 N/A Pas: 5 Center Of Lot 2-3 ft 105.4 12.2 105.7 10.1 100 N/A Pas: Remarks: TOF=Top Of Fill r- nnMh/:nh o muL. rol nmfnnHnn fn 11-;- Ven1;—#n #h. D.,h/L. —4 --.1— oll re-4r — o.-hm:44-4 — ia...rA—#:ol .. —#- 4cate of Achievement THIS ACKNOWLEDGES THAT HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR R F I # 4FTD6W Certification Date: October 20, 2017 Certification Expires: October20, 2020 Tim Smith, RESNET Quality Assurance Designee