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560 Red Rose Ln 18-807
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 181Q0004 BUILDING APPLICATION is 18-10000453 BUILDING PERMIT NUMBER: 18-10000453 j v -) SmA 4 5-. 3 . 7X UNIT ADDRESS: RED ROSE LANE 560 21-19-30-510-0000-22 0 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 ' LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 560 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE DATE: May 07, 2C,o ROADS -ARTERIALS CO -WIDE ORD Single Familyy ROADS COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family SCHQOLS Housing 54.00 1.000 dwl unit 54.00 CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE r 1 l Parcel ID Number. Zl—lq%.30—s/Q—ow—ZG7o Prepared By Kim Carter and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. Swiss Belt) 111111111111111111111III! 1111 GRANT MALOY, SEMINOLE COUNTYCLER11OFCIRCUITCOURT & COMPTROLLERBY, 9113 P3 331 (1P9s) CLERK'S T 2018042387 RECORDED 04/18/21118 49:44:21 AMREC011)ING FEES s10.ii0RECORDEDBYhdevorrn The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property : LOT G` 7 Legal Description : Thornbrooke Phase 4- , according to the plat thereof, as recorded in Plat Book81 Page7071 of the public records of Seminole County, J /'4Addresses : Flo* 0 fC t 8 L" Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed offwe U4 Signature of Owner's Agent: n Asa Wright Taylor Morrison of Florida Sworn to and subscribed before me this by John Asa Wright who is p sonally kno n to me. Qadp1 e Notary Public DA Clark qua* My commission expires: 6R7/l9...1• Serial No. FF 209108 Notary ' nature: •real: AND- vo-nPoo 1P to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the Istated in it are true to the best of my knowledge and belief 2018) CITY OF SANFORD A 1 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: All —Irpb )p Documented Construction Value: $ A 2a5 3(0 Job Address: aO Q2p ROSE LAME Historic District: Yes No Parcel 1D: 21-19-30-1;I0 -00001V 0 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE L-- LOT NUMBER : 221 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: re . e 1=01 - II P k 11 M UT 11 • Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL-LANE # 200 Resident of property? : City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: Name: Street: City, St, Zip: _ MAITLAND FL 32751 Bonding Company: N/A Address: Fax: NO State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signatuer/Agent/loo/ to Signatu of Contractor/Agent to TAYLOR MORRISON OF FLORIDA INC Print Owner/Ag ame Signature N State of Florida WL*Iat./ MY COMMISSION t FF 209108 EXPIRES: June V, 2019 jlan BopOtdtAroptldpotNobryS nttd JOHN ASA WRIGHT Print Contrac g Name Signature of No -State of Florida *Da?t/(K MY COMMISSION 0 FF 209108 EXPIRES: June 27, 2019 I; W171Y 6aaedtAN8u0pelNo1ary6@rvka Owner/ Agent is yES Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced 1D NIA_ Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical [Er Mechanical © Plumbing® Gas Roof Construction Type: g Occupancy Use: fz3 Flood Zone: X- 5 Ge k- tTac1tED Total Sq Ft of Bldg: Zfs,-79 Min. Occupancy Load: t4 # of Stories: Z New Construction: Electric - # of Amps 940 i!, Plumbing - # of Fixtures Z.` Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: MTG & 1G -(% FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. Santa )G se- y, R',b Fire Alarm Permit: Yes Nog) WASTE WATER: BUILDING: jr_S•3k-1$ Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTIONaAPR1f, 20i8 PERMIT APPLICATION Application No: Documented Construction Value: $ AV Job Address: S&O Q2b POSE LAME Historic District: Yes No Parcel ID: 21-19-30-t;10-0000127 0 Residential W Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME THORNEBROOK PHASE 4- LOT NUMBER: 2ZI Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: P.711-n'; 11 11 M'- 11 Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL-LANE # 200 407-629-0077 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Address: Mortgage Lender: N/A Address: 407-257-6940 CBC1257462 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: 51" 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 requ irements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Y11L. I'lalm- Signature o Owner/Agent to Signaturrof Contractor/Agent to TAYLOR MOB ISON OF FLORIDA INC Print Owner/Age ame 411.31( Signature N -State of Florida to MY COMMISSION 11 FF 209108 EXPIRES: June 27, 2019 BwMThm8*1NobryS@rdw JOHN ASA WRIGHT Print Contra r g Name l3 lK Signature of Notary -State of Florida I Dat MY COMMISSION I FF 209108 EXPIRES: June 27, 2019A.' e" 00147 WedTAm84tiNobrySink" Owner/Agent is IM Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID -NIA-- Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: 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: A 5' WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Pi! City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: Florida Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphne@permitspermitspermits.com Property Address: 560 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2270 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: 0 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) 7FIood Zone: X Base Flood Elevation: IyiA Datum: N/A M Panel Number: 120294 0055 F Map Date: September 28, 2007 referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: E 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#18-1807 Reviewed by: Michael Cash, CFM Date: April 30, 2018 1), Application for Right -of -Way Use for Driveway, Walkway & LandscapeF0_OR Department of Planning & Development Services 1877 — wwwaanfordfr.9ev 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done 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. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly Identifying the size and location of the existing right-of-wayight-of waay.+and use shall be provided or application could be delayed. Call eatonyou ala 1. Project locatlon/Address: V 2. Proposed Activity: Driveway Walkway El Other: 3. Schedule of Work: Start MA Date Emergency Repairs 4. Brief Description of Work: jW WAY N4W ex A This application is submitted PropertyOwner Signature: Print Name: A/WI, rlPMAW / M&S Address: x / AAQ 0q, 9,901CI Phone: W% W-614 0 Faxr olgphne@ AUM1 f 0-W Date: Alla Z.M & V Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the rightof-way to its previous condition. In the event that any future construction of roadways, utilities, stomrv ater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the pennittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford Insofar as such facilities are in the public rightof-way. If the Requestor does not continuously maintain the Improve- ment and area in accordance with previously stated criteria, or completely restore the rightol-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 eouncilpersons, agents, servants, or employees 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 attorneys 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 Cilys right- of-way. 1 have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and ag to pay all city fees related to this application as required by the ciity'sadopted Fee Resolution. Signature: ge Date: 7 / II.3 //1 This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. $401- 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: x:,Y. sa... J.i ..R:. >.>. a.7 •r :(• :•'a: `.uii f,.. .:>s..:sr •>:•.ri. i.>:: ::: .. n i.• >ia:>.: .•i i•,: rv:. .: t:i•.:i ,i,i sa.:..n :.::,:., r.Y irhS .. ..:t?...:..:...1ti:•?:.:.::.::a'..:•>+:::.\•.: 3•..... :.>:.:i'n:... ::h::..:•..:.: ::/!%: :Y:..: .`.YJ. `::i\.:..:...:...: i:::.:h.:.;:..::...... •::h .:.J . r% ,i.. i<.Y'.:... .%rricialSe:V x': :.i. Y Y:>:.:r Si: .55:5•i:S :S: "..::i :• •i:7: wr...>Yr'% Y.h::h.. ': ii .. ... i>... ...h.::., a>w i>a gs.L.rssYi.>si>s{.>:.> as:.. x. iti t. 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I Property Record Card Parcel: 21-19-30-510-0000-2270 roraouwrvwaox_ Property Address: 560 RED ROSE LN SANFORD, FL 32771 Parcel Information Value Summary f Parcel 21-19-30-510-0000-2270 I I Owner(s) TAYLOR MORRISON OF FL INC Property Address 560 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32761 Subdivision Name THORNBROOKE PHASE 4 -- Tax District S7-SANFORD _ I DOR Use Code OD -VACANT RESIDENTIAL Exemptions --- -- 98.36 80.76 57.97 < s 228 229 2 427 , o o .0IF 226 32 AA 35.16 A 1083 N Py Seminole County GIST crow 2016 Working Values 2017 Certified Values Valuation Method Cost/Market cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 40,000 26.050 Land Value Ag Just/Market Value •• 40,000 26.050 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj s0 12,764 P&G Adj 0 0 Assessed Value 40,000 13,266 Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 227 THORNBROOKE PHASE 4 LPB61PGS70.71 — — Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 40,000 s0 40.000 Schools 40.000 s0 40,000 I City Sanford 40,000 0 40,000 SJWM(Saint Johns Water Management) 40,000 s0 40,000 County Bonds 40,000 0 40,000 Sales rDesonption Date Book Page Amount Qualified Vadlmp l No Sales Find Comparable Sales Land fMethod Frontage Depth Units Units Price Land Value LOT 1 $40,000.00 40,000 Building Information Permits Permit p Description Agency Amount CO Data Permit Date 1 of 2 4/15/2018, 4:03 PM SCPA Parcel View: 21-19-30-510-0000-2270 http://parceidetaii.scpafl.org/ParcelDetailinfo.aspx?PID=2119305100... No Permits Pwmf dbOwsiera beaa Cw i mYeY Oounh AopnryApp bal dllew fb C bbaprytiva oq prNq prmt pYn wfaet q WWe nl oltltiW trkl b IJe1 IM popMyb bnfe6 J Extra Features Description Year Built Units Value New Cost No Extra Features 2 of 2 4/15/2018, 4:03 PM taylor , LIMITED POWER OF ATTORNEY morrlson homes1nS0t8dbyYbu DATE: Y NAME AND APPOINT: Gustav Botes. KarenMcAdems, Alison Perrotti, Anthony Perrotth Janey Jahner, Allan Jahner EACH AN AGENT OF: TAYLOR MORRISON TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: CITY OF SANFORD FOR A BUILDING PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER : ;?l SUBDIVISION: THORNEBROOK ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT, JOHN ASA WRIGHT NAME OF CONTRACTOR.) IG URE OF CONT OR. STATE CERT. # CBC 1257462 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrumeAwopledged before me this: DATE: BY: JOIG T Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. NAME: Daphne Clark My Commission # FF209108 My Commission Expires 6127/17 NOTARY: SIGNATURE OF NOTARY: a ' i N REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence A A A rcee ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final Inspection Description 10 PlumbingUnder oundOrMax20PlumbingTubset 10 1000 Plumbing Sewer 1000 Plumbing Final AL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 r-. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application 1\o: f Cq_ Documented Construction Value: S 40/ '? a U O Job Address:.5 D Arl %2oSP 4A-r historic District: Yes No [I Parcel Ill: /,c.ui!-r Residential Sf Commercial Type of Work: New ST Addition Alteration Repair Demo Change of Use tMove Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person; Phone: Fax: Email: Property Owner Information Name 777 Y1 Phone: Street: City, State 'Lip: Tit]( Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 20:A Street: 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax: (770) 941-9522 State License No.: CFC1426562 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMEWS 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. t 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 tbat a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'4 Edition (2014) Florida Building Code Revised: June 30. 2015 Permit App9ention ONTICK: 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 goverrvnental 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: 1 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 Date Print Owner/Agont's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of on TAgent TONY MAHAFFEY Print Contractor/Agent's Name ka 'A RM aol'? Signature of Lary -State of Florida I Da Contractor/Agent is Personal Produced II) 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: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: Juno 30, 2015 Permit Application RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot227Thor rooke-5antaRos CGRE Street: Builder Name- TAYLOR MORRISON Permit Office: 7(70 wQ City, State, Zip: FL, Permit Numbev Owner: Jurisdiction: 1VO8 O nIs-4 Design Location: FL, Orlando County:. Seminole (Florida Climate Zone 2 K71V1 1. New construction or existing New (From Plans) 9. Wall Types(2706.2 sqft.) Insulation 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ft' b. Concrete Block - Int Insul, Exterior R=4.1 1098.20 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 231.00 ft' 4. Number of Bedrooms 4 d. N/A R= ft: 5. Is this a worst case? No 10. Ceiling Types (1277.0 sqft.) Insulation Area a Under Attic (Vented) R=38.0 1277.00 ft = 6. Conditioned floor area above grade (ft') 2138 b. N/A R= ft' Conditioned floor area below grade (W) 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(336.7 sqft.) Description Area a. Sup: Attic, Ret: Main, AH. Main 6 427.6 a. U-Factor: Dbl, U=0.34 272.67 fl' SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 64.00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 42.0 SEER:15.00 c. U-Factor: N/A fill SHGC: 13 Heating systems kBlu/hr Efficiency d. U-Factor. N/A ft' a. Electric Heat Pump 42.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1277.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ft' b. Conservation features b. Raised Floor R=19.0 78.00 ft' None c. other (see details) R= 42.00 ft' 15. Credits Pstat Glass/Floor Area: 0.157 Total Proposed Modified Loads: 64.90 PASSTotalBaselineLoads: 68.96 I hereby certify that the plans and specifications covered by Review of the plans and ic HE STgl, this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. nrrrr> °••. A`_:. O PREPARED BY: Before construction is completed DATE: _ _ _ _- 4/6/1.8 _._ - - _____ -_ this building will be inspected for V X compliance with Section 553.908 1 hereby certify that this budding, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD WE O OWNER/AGE T• - ---- - DATE: BUILDING OFFICIAL- 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). 4/ 6/2018 9:46 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Lo1227ThornbrookeSanIaRos Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area- 2138 Lot # Owner Name: Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: TAYLOR MORRISON Rotate Angle: 0 Street: Permit Office: Cross Ventilation No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing: New (From Plans) Comment: CLIMATE V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97 5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2138 19669.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Healed 1 Main 2138 19669.6 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Main 78 ft' 19 0 0 1 2 Floor over Garage Main 42 ft' 19 0 0 1 3 Slab -On -Grade Edge Insulatio Main 117.6 it 0 1157 ft' 0.38 0 0.62 ROOF V Roof Gable Roof Solar SA Emill Emilt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1428 ft' 320 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1277 ft' N N 4/6/2018 9:46 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1277 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornl- To_ Wall-Type Space R_Value-El_In-Et_In Area-R Value-Fraction-Absor._Grade%- 1 W Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 2 W Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft' 0 0 0.6 0 3 N Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft' 0 0.23 0.6 0 4 N Exterior Concrete Block - Int Insul Main 4.1 39 6 9 4 368.7 ft' 0 0 0.6 0 5 E Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0.6 0 6 E Exterior Concrete Block - Int Insul Main 4.1 5 0 9 4 46.7 ft' 0 0 0.6 0 7 SE Exterior Concrete Block - Int Insul Main 4.1 5 8 9 4 52.9 ft' 0 0 0.6 0 8 S Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft' 0 023 06 0 9 S Exterior Concrete Block - Int Insul Main 4.1 37 6 9 4 350.0 ft' 0 0 0.6 0 10 Garage Frame - Wood Main 13 24 9 9 4 231.0 ft' 0 023 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood Main None 25 2 10 6 8 18.9 ft' 2 SE Wood Main None 25 3 8 24 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation IntShade Screening 1 W 1 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 2 W 1 Vinyl Low-E Double Yes 0.34 0.31 N 40 0 ft' 1 ft 0 in 1 It 0 in None None 3 W 2 Vinyl Low-E Double Yes 0.34 0.31 N 58.6 ft' 1 It 0 in 11 ft 8 in None Exterior 5 4 W. 2 Metal Low-E Double Yes 0.58 0.32 N 64.0 ft' 1 ft 0 in 11 ft 8 in None None 5 N 3 Vinyl Low-E Double Yes 0.34 0.31 N 45.0 ft' 1 It 0 in 1 ft0 in None Exterior 5 6 N 4 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft' 1 It 0 in 11 It 8 in None Exterior 5 7 E 5 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 8 E 5 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 ft 0 in 4 ft3 in None Exterior 5 9 S 8 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft' 1 fl 0 in 1 ft 0 in None Exterior 5 10 S 8 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 It 0 in 1 It 0 in None Exterior 5 11 S 9 Vinyl Low-E Double Yes 0.34 0.31 N 9.0 ft' 1 It 0 in 11 It 8 in None Exterior 5 4/6/2018 9:46 AM EnergyGaugeO USA - FlaRes2017 Section R405 4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceding Area Exposed Wall Perimeter Avg. Wall Height_ Exposed Wall Insulation 1 45107 451 1`17 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000409 2294.8 125.98 236.93 .3678 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 42 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 42 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None fill DUCTS Supply --- Location R-Value Area Return ---- Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 427.6 ft Main 106.9 ft Default Leakage Main (Default) (Default) 1 1 4/6/2018 9:46 AM EnergyGauge® USA - FlaRes2017 Section R405.4 1 Compliant Software Page 4 of 5 FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolinHeating Jan X] Jan Feb FebH Mar Mar W A r Apr r Ma May JunIXI Jun Julri Jul IX] Au j ]Au[ X] Se Sep W Oct Ocl Nov Nov t jX Dec Dec Venting l[ ] Jan Feb X Mar Apr 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 4/6/2018 9:46 AM EnergyGaugeO USA - FlaRes2017 Section R405 4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 94 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC- Area Weighted Average Overhang Depth Area Weighted Average SHGC: New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 2138 b. N/A Area c. N/A 272.67 ft' 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 64.00 ft' 12. Cooling systems it' a. Central Unit 02 1.000 ft. 0.312 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1157.00 ft' b. Raised Floor R=19.0 78.00 ft' c. other (see details) R= 42.00 ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. O erwise, a new EPL Display Card will be completed based on installed Code compl' ur S. Builder Signature: _ Z Date: 4444_ Address of New Home: 6 Q f , -- City/FL Zip: - f Insulation Area R=13.0 1377.00 ft' R=4.1 1098.20 ft' R=13.0 231.00 ft' R= fl' Insulation Area R=38.0 1277.00 ft' R= it' R= ft' R ft' 6 427.6 kBtu/hr Efficiency 42.0 SEER:15.00 kBtu/hr Efficiency 42.0 HSPF:8 50 Cap: 50 gallons EF: 0.95 Pstat yO gHESr ?rpAV ppq o,Y',< O a c0D 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. 4/6/2018 9:46 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 DEL --AIR Manual S Compliance Report HUMO - Ml 00KWT0= 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: TAYLOR MORRISON Design Conditions Outdoor design DB: 92.5°F Outdoor design WB: 76.3°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 34577 Btuh Latent gain: 5114 Btuh Total gain: 39691 Btuh Estimated airflow: 1450 cfm Job: Lot227ThornbrookeSanl... Date: 6/4/2014 By: FJF Entering coil DB: 76.8°F Entering coil WB: 63.4°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230'++TDR Actual airflow: 1450 cfm Sensible capacity: 34327 Btuh 990/6 of load Latent capacity: 5255 Btuh 103% of load Total capacity: 39582 Btuh 100% of load SHR: 87% Design Conditions Outdoor design DB: 41.7°F Heat loss: 27410 Btuh Entering coil DB: 69.2°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-19+CBA27UHE-042-230'++TDR Actual airflow: 1450 cfm Output capacity: 39250 Btuh 1430/6 of load Capacity balance: 30 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1450 cfm Output capacity: 8.0 kW 100% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. wrightsoR- 201&Apr.06 09,46:01 Righl-Suile® Universal 2018 18 0.10 RSU24011 Page 1 14C`CA...anlaRosaCGRE\Lol227ThornbrookeSanlaRosaCGRE.rup Cak: - M.18 House laces: E DEL -AIR Component ConstructionsP EMS -a" B 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: Lot227ThornbrookeSant... Date: 6/4/2014 By: FJF Project• For: TAYLOR MORRISON Design Conditions Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 28ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain M BWh/ll'--F W--F/BWh BWhM' BWh BWh/II' BWh Walls 12C-Osw: Firm wall, stucco exl, r-13 cav ins, 1/2" gypsum board int n 374 0,091 13.0 2.58 962 2.34 875 fnsh, 2"x4" wood frm, 16" o.c. stud a 240 0.091 13.0 2.58 618 2.34 562 s 398 0.091 13.0 2.58 1024 2.34 931 w 200 0.091 13.0 2.58 515 2.34 469 all 1211 0.091 13.0 2.58 3119 2.34 2838 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 330 0.201 0 5.69 1875 4.35 1435 board int fnsh a 47 0.201 0 5.69 265 4.35 203 se 29 0.201 0 5.69 167 4.35 128 s 341 0.201 0 5.69 1938 435 1483 w 158 0.201 0 5.69 897 4.35 686 all 904 0.201 0 5.69 5143 4.35 3935 Partitions 1210-0sw: Firm wall, r-13 cav ins, 1/2" gypsum board int Insh, 2"x4' wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5 ft window ht, 1 it e sep.); 6.67 It head ht s w w all 2A-2ov: 2 glazing, clr low-e ouir, air gas, vnl Irm mat, clr innr, 1/4" gap, n 1/8" Ihk; NFRC rated (SHGC=0.31); 1 ft overhang (6.3 It window ht, w 11.67 it sep.); 6.67 It head ht all 2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl firm mat, clr innr, 1/4" gap, e 118" thk; NFRC rated (SHGC=0.31); 1 it overhang (5 ft window hl, 4.25 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, Or low-e ouir, air gas, vnl frm mat, Or innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.31); 1 it overhang (3 It window ht, 1 ft sep.); 6.67 ft head ht 212 0.091 13.0 2.58 546 1.44 306 45 0.340 0 9.62 433 12.4 560 15 0.340 0 9.62 144 35.7 536 15 0.340 0 9.62 144 12.6 189 30 0.340 0 9.62 289 35.7 1072 40 0.340 0 9.62 385 35.7 1429 145 0.340 0 9.62 1395 26.1 3786 39 0.340 0 9.62 374 12.4 483 58 0.340 0 9.62 561 35.7 2082 97 0.340 0 9.62 935 26.4 2565 15 0.340 0 9.62 144 35.7 536 6 0,340 0 9.62 58 12.4 75 wri htsoft- 2018-Apr-0609:46:01 9 ..- .. -.. Righl-Suite® Universal 2018 18 0 10 RSU24011 Page 1 ACCA ..anlaRosaCGRE\Lo1227ThornbrookeSanlaRosaCGRE.rup Calc . MJ8 House faces: E 2A-2ov: 2 glazing, clr low-e oulr, air gas, vnl frm mat, clr innr, 1/4" gap, s 9 0,340 0 962 88 13.9 127 1/8" Ihk; NFRC rated (SHGC=0.31); 1 It overhang (4.2 ft window hl, 11.67 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr low-e ouir, air gas, mil no brk frm mat, clr innr, w 64 0.580 0 16.4 1050 40.9 2617 1/4" gap, 1/8" Ihk; NFRC rated (SHGC=0.32); 1 IN overhang (8 ft window hi, 11.67 ft sep.); 6.67 ft head ht Doors 11 DO. Door, wd sc type se 23 0.390 0 11.0 258 12.0 280 n 19 0.39D 0 11.0 208 12.0 227 all 42 0.390 0 11.0 466 12.0 506 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1277 0.026 38.0 0.74 939 1.41 1801 gypsum board int fnsh Floors 20P-191: Fir floor, Irm fir, 12" thkns, r-19 cav ins, amb ovr 78 0,050 19.0 1.41 110 0.71 55 20P-191: Fir floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 42 0.050 19.0 1.41 59 0.71 30 22A-Ipl: Bg floor, light dry soil, on grade depth 118 0,989 0 28.0 3291 0 0 wrightso 2018-Apr-0609:46:01 14 — - Off-•."+•. - ._ ...._ _ftRighl- Suile® Universal 2018 18.0.10 RSU24011 Page 2 anlaRosaCGRE\ Lol227ThornbrookeSonlaRosoCGRE.rup Calc . MJ8 House laces' E Project Summary Job: Lo12271rhornbrookeSant1DEL-AIR ... Date: 6/4/2014 Entire House By: FJF DEL - AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON Notes: RVSD 6/6/16 JA LS 6117/16 JA LS 2/15/17 JA LS 5/31/17 JA Design Information LS 4/%18 JA eather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22068 Btuh Structure 26788 Btuh Ducts 5342 Btuh Ducts 7788 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cim) 0 Btuh Humidificationr0 Btuh Blowere) 0 Btuh Piping 0 Btuh Equipment load 27410 Btuh Use manufacturer's data y Ratelswing multiplier 1.00 Infiltration Equipment sensible load 34577 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction qualityAverageFireplaces0 Structure 3654 Btuh Ducts 1460 Btuh Central vent ( 0 cfm) 0 Btuh Heatingg Cooling none) Area (ft2 2138 2138 Equipment latent load 5114 Btuh Volume ()ft3) 22293 22293 Air changes/ hour 0.41 0.21 Equipment Total Load (Sen+Lat) 39691 Btuh Equiv. AVF ( cfm) 152 78 Req. total capacity at 0.75 SHR 3.8 ton Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX- 042-230-19 Cond 14HPX-042-230-19 AHRI ref 10258591 Coil CBA27UHE-042-230•++TDR AH R I ref 10258591 Efficiency 8. 5 HSPF Efficiency 13.0 EER, 15 SEER Heating input Sensible cooling 31500 Btuh Heating output 42000 Btuh @ 47°F Latent cooling 10500 Btuh Temperature rise 26 OF Total cooling 42000 Btuh Actual air flow 1450 cfm Actual air flow 1450 cfm Air flow factor 0.053 cim/Bluh Air flow factor 0.042 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Spacethen Load sensible heat ratio 0.87 oty ncepoint = 30 °F Backup: Input = 8 kW, Output = 27292 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. 4- wr` ghtsoft- 2018-Apt•06 09:46:01 Right -Suite® Universal 20t8 18 0 W RSU24011 ACO'` Page 1 g antaRosaCGRE%Lol227ThornbrookeSaniaRosaCGRE. rup Calc . MJ8 House laces E DEL -AIR rrasriro • = wmrlmmw 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: Lot227ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 270.6 II 9.2 It 2434.5 fit family rm 32.0 11 93 11 heat/cool 15.0 x 17.0 Il 255.0 fit Ty Construction number U-value BtuNlIL-F) Or HTM 131 112) Area (II1) or perimeter (11) Load Bluh) Area (112) I or perimeter (It) Load Bluh) Heal cool Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 W C 12%sw 2A•2ov 0.091 0.340 n n 2.58 9.62 Z34 12.44 419 45 374 0 962 433 875 560 0 0 0 0 0 0 0 0 yl 13A-2ocs 2A-2ov 0.201 0.340 n n 5.69 962 4.35 12.44 369 39 330 0 1875 374 1435 483 159 0 159 0 902 0 690 0 11 12C•Osw 2A•2ov 2A-2ov 0.091 0.340 0 40 a a 2.58 9.62 9.62 2.34 35.73 35.73 270 15 15 240 0 0 618 144 144 562 536 536 0 0 0 0 0 0 0 0 0___ 0 0 0 W 13A•20cs 0.201 a 5.69 4.35 47 47 265 203 0 0 0 0 yy/I O 13A-2ocs 1100 0.201 0_390 0.091 0.340 0.340 se Ai s s s 5.69 11.04 2.58 9.62 9.62 4.35 11.99 53 23 419 6 15 29 23 167 258 1024 58 144 128 280 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 V C C 12C-Osw 2A•2ov 2A-20v 2.34 12.44 12.61 398 6 13 931 75 189 0 0 0 0 0 0 yl 13A-2ocs 2A-2ov 0.201 0.340 s s 569 9,62 4,35 13.92 350 9 341 0 1938 88 1483 127 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B-21v 0.091 0.340 0.340 w w w 2,58 9.62 9,62 2.34 35.73 35.73 270 30 40 200 0 0 515 289 385 469 1072 1429 0 0 0 0 0 0 0 0 0 0 0 0 Vj/ II--- 13A•20cs 2A-2omd 2A-2ov 12C-Osw 11DO 0.201 0.580 0.340 w w w_ 5.69 16.41 9.62 2.58 1104 4.35 40.89 35.73 280 64 58 158 0 0 897 1050 561 686 2617 2082 140 60 0 76 0 0 432 1050 0 0 0 331 2617 0 0 0 q U 0.091 0.390 0_026 n 1 44 11,99 231 19 212 19 546 208 306 227 0 0 0 0 C 16B-38ad 0.74 1.41 1277 1277 939 1801 0 0 0 0 F F 20P-191 g90_ O50 0 0 989 1. 41 0.71 78 78 110 55 0 0 0 0 20P_ 191 1.41 2.71 42 4 59 30 Q 0 0 0 F 22A•t11_127.99 0_00 1158 118 3291 0 255 32 896 0 6 c) AED excursion 2327 897 Envelope loss/gain 17342 21502 3280 4535 12 a) Infiltration b) Room ventilation 4726 0 1497 0 570 0 181 0 13 Internal gains' Occupants @ 230 Appliances/ other 6 1380 2410 4 920 0 Subtotal ( lines 6 to 13) 22068 26788 3851 5635 14 1151 Less external load Less transfer Redistribution Subtotal Duct loads 124% 29%1 0 0 0 22068 5342 0 0 0 26788 7788 15% 15% 0 0 0 3851 578 0 0 0 5635 845 Tdal room load Au required (clm) 27410 1450 34577 1450 428 423481 64814272Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrigF. ts4ta" 2018-Apr•06 09:46,01 A- Ctk Right -Suite® Universal 2018 18.0 W RSU24011 Page 1 anlaRosaCGRE\ Lot227ThornbrookeSanlaRosaCGRE.rup Calc . M.18 House laces: E I DEL -AIR Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING, 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333.2665 ax: 407.333.3853 Web: WWW DEL-AIR.COM Job: Lot22TThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area msir I'm 29.0 It 9.3 It heat/cool 15.0 x 14.0 It 210.0 Itz msir blh 115 It 93 II heat/cool 1.0 x 91.0 It 91 0 112 Ty construction number U-value BluWll;•F) Or HTM BtuW119 Area 019 or perimeter (II) Load Btuh) Area (119 or perimeter (11) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 VN C 12C-Osw 2A-2ov 0.091 0.340 n n 2 58 9.62 2.34 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ G 13A-2ocs 2A-2ov 0.201 0 340 n n 5.69 9.62 4.35 12,44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 1210-0sw 2A-2ov 2A-2ov 13A-2ocs 0.091 0.340 0, 340 0.201 e e e e 258 962 9.62 569 2.34 35.73 35.73 4,35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0W0 tVy D 13A-2ocs 11D0 0.201 U-9.0 0.091 0.340 0.340 se seL s s s 5.69 1104 258 9.62 962 4,35 11.99 2.34 12.44 12.61 0 0 0 0 0 00 0 0 0 0 0 0_0___ 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 y/ 12C-Osw 2A-2ov 2A-2ov 0 0 0 0 0 0 0 0 0 0 0 0 yl I-C 13A-2ocs 2A-2ov 0.201 0.340 s s 569 9.62 4.35 13.92 131 0 131 0 743 0 568 0 107 107 0 610 0 467 0 yl t-{Ci 12C-Osw 2A-2ov 2B-21v 0.091 0.340 0.340 w w w 2.58 9.62 9,62 2.34 35.73 35.73 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 13A-2ocs 2A-2omd 2A-2ov 12C-Osw 11DO 0.201 0 580 0.340 0 091 0.390 w w w 5.69 16.41 9.62 4.35 40.89 35.73 140 0 58 82 0 0 465 0 561 355 0 2082 0 0 0 0 0 0 0 0 0 0 0 0 D n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 165-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 F 2OP-191 0 050 1.41 071 0 0 0 0 0 0 0 0 F F 20P_191 0_050 1.41 0.71 Q p 0 0 0 0 0 0 226td 050 27.99 000 210 29 812 0 91 12 322 0 6 c) AED excursion 824 20 Envelope losstgain 2580 383019321447 12 a) Infiltration b) Room ventilation 517 0 164 0 205 0 65 0 13 Internal gams: Occupants @ 230 Appliances/ other 1 230 600 0 0 0 Subtotal ( lines 6 to 13) 3097 4824 1137 512 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 15% 1 15%61 0 0 0 3097 465 0 0 0 4824 724 159/0 159/6 0 0 0 1137 171 0 0 0 512 77 Total room bad Air required (clm) 3561 188 5548 233 1 1308 69 589 25 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. wrigF ts-9 P 2018-Apr-06 09 46 Ol Right - Suite® Universal 2018 18 0 10 RSU24011 Page 2 aniaRosaCGRE\ Lol227ThornbrookeSanlaRosaCGRE rup Calc a MJ8 House faces: E RDEL--AIR 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: Lot227ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area utility 6.0 f1 93 11 heat/cool 6.0 x 6.0 If 36.0 112 pwdr 10.5 11 9.3 If heal/cool 6.0 x 5.5 It 33.0 It? Ty Construction number U-value BtuWftZ•F) Or HTM Blullrft2) Area (It") or perimeter (11) Load Btuh) Area (III) or perimeter (11) Load Bluh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heat Cod 6 12C-Osw ZA-2ov 0.091 0.340 n n 2.58 9.62 2.34 1244 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 y/ C 13A•2ocs 2A•2bv 0.201 0.340 n n 5.69 9.62 4.35 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 12C-08w 2A•2ov 2A-2ov 13A•2ocs 0.091 0.340 0.340 0.201 a a a a 2.58 9.62 9_62 5.69 2.34 35.73 35.73 4.35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 0 0 0 47 47 265 203 Vjl 1-- D 13A•2ocs 11 Do 0.201 Q390 0.091 0.340 0.340 se se_ s s s 5.69 11.04 2.58 9.62 9.62 4.35 11.99 2.34 12.44 12.61 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 Vj! L_( G 12C-Osw ZA-2ov 2A-2ov 0 0 0 0 0 0 0 0 0 0 0 0 yf Y-G 13A-Zoos 2A-2ov 0,201 0.340 s s 5.69 9.62 4.35 13.92 56 0 56 0 318 0 244 0 51 9 42 0 240 88 184 127 Ti12C-Osw 2A-2ov 2B•21v 0,091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 3573 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VLS13A•20cs 2A•2omd 2A•2ov 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 40.89 35.73 1:44 11.99 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 q 0 12C_Osw 11 DO 0.091 0.390 n 2.56 11.04 0 0 0 0 0 0 0 0 0 0 0 C 16B-38W 0.026 0.74 1.41 0 0 0 0 0 0 0 0 6 F F ZOP;191 0 050 1.41 0.71 0 O 0 0 0 0 0 0 20P•19l O_059 0,989 1.41 0.71_ 0 0 0 0 0 0 33 0 p 0 F 22A•Id 27.99 0_00 36 6 tse 11 294 0 6 c) AED excursion 33 1 Envebpe loss/gain 486 211 8871 512 12 a) Infiltration b) Room ventilation 107 0 34 0 187 0 59 0 13 Internal gams: Occupants @ 230 Appliances/other 0 0 600 0 0 0 Subtotal (lines 6 to 13) 593 845 1074 572 14 15 Less external load Less transfer Redslribulion Subtotal Duct bads 1596 159/6 0 0 0 593 89 0 0 0 845 127 159/6 159/6 0 0 0 1074 161 0 0 0 572 86 Total room bad Air required (cfm) 682 36 972 41 1235 65 657 28 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. r+i- wrigFstsoT!- ^ A '-'^-- -•`-^'^•^ Right-Sm2018- Apr-06 09:46 01 le® Universal 2018 t8.0.10 RSU24011 Page 3 aniaRosaCGRE\ Lol227ThornbrookeSantaRosaCGRE.rup Calc a MJ8 House laces: E QDEL-AIRnone • ea omorerme Right-J® Worksheet Entire House DEL -AIR HEATING & AIR 914DITIONING531CODISCOWAY, SANFORD, FL 32771 hone, 407.333.2665 Fax 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot 22TThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr we 0 It 9.3 It heat/cool 3.5 x 6.5 It 22.8 112 mstr wic 0 It 9.3 It heat/cool 5.5 x too 11 55.0 112 Ty Construction number U-value Blutyflx-•F) Or HTM Bluh/II2) Area (119 or perimeter (fl) Load Btuh) Area (It) or perimeter (It) Load Stuh) Heat Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cod 6 VN t-C 12C-Osw 2A 9 13A-tors 2A-2ov 0.091 0.340 0.201 0.340 n n n n 2.58 9.62 5.69 9.62 2.34 12.44 4.35 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Vy Lam(( 12C.Osw 2A-2ov 2A-2ov 0,091 0.340 0.340 a a a 2.58 9.62 9.62 5.69 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-20cs 0.20t a 4.35 0 0 0 0 0 0 0 0 yl 1--D VI! 13A-tors 11 D0 _ _ _ _ 12C-Osw 2A-2ov 2A-2ov 0.201 0,390 0.091 0.340 0.340 se seL s s s 5.69 t1.04 2 58 9,62 9.62 4.35 11_99 2.34 12.44 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t-C 13A-2ocs 2A-2ov 12C-Osw 2A-2ov 2B-21v 0.201 0.340 0.091 0.340 0.340 s s w w w 5.69 9,62 2,58 9.62 9,62 4.35 13.920 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl f-GC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ors 2A-2omd 2A-2ov _ 12C-0sw 11 DO 0.201 0.580 0 340 w w w 5.69 16.41 9.62 2.58 11.04 4.35 40,89 35 73 1.44 11.99 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 q 0 0.091 0.390 n 0 0 0 0 0 0 0 0 0 0 0 0 C t6B-38a4 0.026 0.74 1.41 0 0 0 0 0 0 0 0 F 2OP-191 0 050 1 41 0.71 0 0 0 0 0 0 0 0 F F 2OBL-1 l 22Ajpl O 050 0.989 1_41 0.71 0 0 0 U 0 Q 0 27.99 0_00 23 0 0 0 55 0 0 0 6 c) AED excursion 0 0 Envelope loss/gain 0 0 0 0 12 a) Infiltration b) Room ventilalion 0 0 0 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 5 0 0 5 Subtotal (lines 6 to 13) 0 5 0 5 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 15% 15% 0 0 0 0 0 0 0 0 5 1 15% 159/6 0 0 0 0 0 0 0 0 5 1 Total room bad Air required (clm) 0 0 6 0 0 0 6 0 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrigF tsoP!- 2018-Apr.06 09.46 01 cA Right-Su4e® Universal 2018 18 0 10 RSU24011 page 4 anlaRosaCGRE\Lol227ThornbrookeSantaRosaCGRE.rup Calc - M.18 House laces: E RDEL-AIRIamo - aor txrmrmrmra Right-JO Worksheet Entire House DEL -AIR HEATING 8i AIR hone: 531 CODISCO WAY. SANFORD, FL 32771 hone: 407-333.2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lo122TThombrookeSanlaft Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area dining rm 10.0 It 9.3 11 heal/cool 15.0 x 10.0 It 150.0 112 kitchen 186 It 9.3 It heal/cool 1.0 x 305.0 It 305.0 112 Ty Construction number U-value Btuh/tt?-•F) Or HTM BIuNI(2) Area (I12) or perimeter (t1) Load Bluh) Area (I12) or perimeter (11) Load Bluh) Heal Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W C 12C-Osw 24.2ov 0.091 0 340 n n 2.58 9.62 2.34 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v r--(i 13A-2ocs 2A-2ov 0.201 0.340 n n 5.69 9.62 4.35 12.44 93 39 54 0 310 374 237 483 117 0 117 0 663 0 508 0 11 12C.0 2A-20v 2A-2ov 0.091 0.340 0.340 a a e 2.55 9.62 9.62 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0 1yI 13A-20cs 11_DO- _ _ _ 12C-Osw 2A-2ov ZA-2ov 0.201 0_390 0.091 0.340 0.340 se seL s s s 5.69 11.04 2.58 9.62 9.62 4.35 11.99 Z34 12.44 12.61 0 0 0 0 0 0 0 0 0 0 0 53 23 29 23 0 0 0 167 95B 0 0 0 128 280. 0 0 0f`-GG 0 0 0 0 0 0 0 0 0 0 0 0 t-C 13A-2ocs 2A-20v 0.201 0.340 s s 5.69 9 62 4.35 13'92 0 0 0 0 0 0 0 0 5 0 5 0 27 0 20 0 1-C C 12C-Osw 2A-2ov 2B•21v 0 091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 12C-Os - -- 11 DO 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 40.89 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 231 19 0 0 0 212 19 0 0 0 546 208 0 0 0 306 227 q D 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0--- 0 0 0 C 16B•38ad 0.0 66 0.74 1.41 0 0 0 0 0 0 0 0 F F _ ZQP-191 2(YPI% 0.050 1.41 0.71 0 0 0 0 0 0 0 0 O.1N50 1.41 U.71 0 U Q 0 l) 0 Q 0 F 226-Id 0 989 27.99 Q. 150 10 280 0 305 19 520 0 6 c) AED excursion 37 103 Envelope loss/gain 963 6831 2389 1365 12 a) Inliltration b) Room ventilation 10 178 56 0 332 of 105 0 13 Internal gains: Occupants @ 230 Apphances/olher 1 230 0 0 0 1200 Subtotal pines 6 to 13) 1142 969 2721 2670 14 15 1 Less externalload Less Iransler Redstnbulion Subtotal Duclloads 1 15°/. 15%1 0 0 0 1142 171 0 0 0 969 145 159re 1 159/. 0 0 0 2721 408 0 0 0 2670 401 Total room load Air required (clm) 1313 69 1115 47 3130 166 3071 129 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. rk- wrigF+lsoTt- 2018•Apr-06 09:46,01 Right- Su4eO Universal 2018 18 0 10 RSU24011 Page 5 anlaRosaCGRE\ Lol227ThornbrookeSantaRosaCGRE.rup Calc . M.18 House laces E DEL -AIR MUM - a mr rtmmra Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CQNDITIONINC531CODISCOWAY, SANFORD, FL 32771 hone: 407-333.2665 ax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot227ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area open to below 32.0 ft 9.0 ft heal/cool 15.0 x 17.0 fl 255.0 112 rm 2 26.0 fl 9.0 ft heal/cool 15.0 x 11.0 It 165.0 IP Ty Construction number U-value BluWfl;•F) Or HTM Ell 112) Area (I12) or perimeter (ft) Load Bluh) Area (112) or perimeter (fl) Load Bluh) Heat Cod Gross N/P/S Heal Cool Gross N/P/S Heat Cod 6 VII C 12C-Osw 2A-2ov 0.091 0. n n 2.58 9.62 2.34 12.44 153 0 153 0 394 0 359 0 0 0 0 0 0 0 0 0 y/ C 13A•20cs 2A•2ov 0.201 0.340 n n 5.69 9.62 4.35 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 V6 12C-Osw 2A-2ov 2A-2ov 0.091 0.340 0.340 a 6 a 2.58 9.62 2.62 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 5.69 4.35 0 0 0 0 0 0 0 0 iD 13A-2ocs 11 DO 0.201 0_390 0.091 0.340 0.340 se se_ s s s 5.69 11.04 2.58 9.62 9.62 4.35 11.99 2.34 1244 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0. 232 0 0 12C-Osw 2A-2ov 2A•2ov 0 0 0 0 0 0 0 0 0 0 0 0 99 0 0 99 0 0 255 0 0 yl G 13A-2ocs 2A-2ov 0.201 0.340 s s 5.69 9.62 4.35 13.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-Osw 2A•2ov 2B-21v 0.091 0.340 0.340 w w w 2.55 9.62 9.62 2.34 35.73 35.73 135 0 40 95 0 0 245 0 385 223 0 1429 135 30 0 105 0 0 270 289 0 246 1072 0 Vjl 13A•20cs 2A•2omd 2A•2ov 0.201 0.580 0.340 w w w 5.69 16.41 9.62 4.35 40.89 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fi 0 12C-Osw 11DO 0.091 0.390 n 2.58 11,04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 160-38ad 0.026 0.74 1.41 256 255 188 360 165 165 121 233 F 2OP•191 0.050 1,41 0.71 0 0 0 0 0 0 0 0 F 20P-191 1.41 0 1 Q 0 D 0 Q Q 0 0 F 22A•Id 0.989 27.99 0_00 0 0 0 0 0 0 0 0 6 c) AED excursion 573 429 Envelope lossigain 1211 2943 935 2212 12 a) Irttipration b) Room ventilation 550 0 174 0 447 0 142 0 13 Internal gams: Occupants @ 230 Appliances/other 0 0 0 0 1 0 0 Subtotal (lines 6 to 13) 1761 3118 1382 2354 14 15 Less external load Less transfer Redistribution Subtotal Duct bads 1 39% W% 0 0 0 1761 688 0 0 0 3118 1561 399E 509'. 0 0 0 1382 540 0 0 0 2354 1178 Total room load Air required (clm) 2449 130 4678 196 1 1 1922 102 3532 148 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF ts4ta' 2018-Apr-06 09:46:01 Right•Suile® Universal 2018 18 0.10 RSU24011 Page 6 antaRosaCGRENLot227ThornbrookeSanlaRosaCGRE.rup Calc . MJ8 House faces: E DEL-AIR sumo • m oo rramro Right-J® Worksheet Entire House DEL -AIR HEATING & AIR RPNDITIONING531CODISCOWAY, SANFORD, FL 327hone: 407-333.2665Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot227ThornbrookeSantaRO... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area blh 2 8. 0 11 9. 0 It heal/cod 6. 0 x 8.0 It 48. 0 111 bth 3 12. 0 11 9. 0 It heal/cool 6. 0 x 12.0 11 72. 0 112 Ty Construction number U- value BIUIV02;• F) Or HTM Bluh/ fll) Area ( 119 or perimeter (fl) Load MIA Area 019 or perimeter (ft) Load atuh) Heat Cool Gross N/P/S Heal Cod Gross N/P/S Heal Cod 6 L_ G 12C• Osw 2A• 2ov 0, 091 0. 340 n n 2. 58 9. 62 2. 34 1 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy C 13A- 2ocs 2A- 2ov 0. 201 0. 340 n n 5. 69 9. 62 4. 35 12. 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 121;-Osw 2A• 2ov 2A- 2ov 0. 091 0. 340 0. 340 a a a 2. 58 9. 62 9. 62 2. 34 35. 73 5. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A•2ocs 0,201 n 5.69 4.35 0 0 0 0 0 6 0 0 L13A- 2ocs 11D0 QC- Osw 2A• 2ov 2A- 2ov 0, 201 0, 390 0, 091 0, 340 0. 340 se se_ s s s 5. 69 11. 04 2. 58 9, 62 9. 62 4. 35 11. 99 2. 34 12. 44 12. 61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 278 0 0 0 0 253 0 0 72 6 0 66 6 0 170 58 0 155 75 0 108 0 0 108 0 0 t- C 13A• 2ocs 2A- 2ov 0. 201 0. 340 s s 5. 69 9. 62 4. 35 13. 92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V! C C 12C- Osw 2A• 2ov 2B- 21v 0. 091 0. 340 0. 340 w w w 2. 58 9. 62 9. 62 2. 34 35. 73 35. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl 13A-2ocs 2A- 2omd 2A- 2ov 12C- Osw 11 DO 0. 201 0. 580 0. 340 w w w 5. 69 16. 41 9. 62 4. 35 40. 89 35. 73 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 FF 0 0. l 0. 390 n 2. 58 11. 04 1. 44 11. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-38ad 0.028 0.74 1.41 48 48 35 68 72 72 53 102 F 2OP•191 0 050 1.41 0,71 0 0 0 0 0 0 0 0 F P_ 191 22n• Id U50 0. 989 1. 41 9.71 Q Q 0 0 Q 0 Q 0 27 99 000 0 0 0 0 0 0 0 0 6 c) AED excursion 13 16 Envelope loss/gain 263 2841 331 339 12 a) Infiltration b) Room ventilation 137 0 44 0 206 0 65 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( Imes 6 to 13) 401 328 537 404 14 15 Less external load Less transfer Redistribution Subtotal Ducl bads 399/- 1 50%1 0 0 0 401 156 0 0 0 328 164 39/6 501 0 0 0 537 210 0 0 0 404 202 Total room bad Air required (clm) 1 1 557 29 492 21 747 40 607 25 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrigF tsoPt- AG-- ZA ••'•'•' •••'^-•'^'•• Righl•Suite® 2018- Apr-O6 09'46:01 Universal 2018 18.0.10 RSU24011 Page 7 antaRosaCGRE\ Lol227ThornbrookeSaniaRosaCGRE.rup Calc - MJ8 House faces: E I rmeo • a lmmriarw Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CgNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lo122TThornbrookeSanlaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions mRooarea rm 4 33. 0 11 9. 0 1t heat/cool 1. 0 x 161.8 It 161. 8 11= rm 3 wic 4. 0 It 9. 0 It heal/cool 4. 0 x 5.0 It 200 II= Ty Construction number Uwalue BluhrllZ• F) Or HTM BlutUllI) Area ( 112) or penmeter (11) Load Bluh) Area ( 112) or perimeter (Il) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 VI/ C 12C- Osw 2A- Zov 0. 091 0. 340 n n 2. 58 9. 62 Z34 12. 44 63 0 63 0 162 0 148 0 0 0 0 0 0 0 0 0 yl O 13A- tors 2A- 2ov 0. 201 0. 340 n n 5. 69 9. 62 4. 35 1244 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 it 12C-05w 2A- 2ov 2A- 2ov 13A- 20cs 0. 091 0. 340 0 340 0. 201 a a a a 2. 58 9. 62 9§ 2 5. 69 2. 34 35. 73 35. 7315 126 0 111 0 0 286 0 144 260 0 536 36 0 0 36 0 0 93 0 0 84 0 0 W 4.35 0 0 6 0 0 0 0 0 y/ D Vjl 13A- 2ocs 11DO 12C- Osw 2A- 2ov 2A- 20v 0. 201 0_ 390_se_ 0. 091 0. 340 0. 340 se s s s 5. 69 11. 04 258 9. 62 9. 62 4. 35 11. 9<J 2. 34 12. 44 12. 61 0 0 0 0 0 0 240 0 144 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 108 0 15 93 0 13 218 0 189 0 0 0 yl a 13A- 2ocs 2A- 2ov 12C- Osw 2A- 2ov 28- 21v 0. 201 0. 340 0. 091 0. 340 0. 340 s s w w w 5. 69 9. 62 2. 58 9. 62 9. 62 4. 35 13. 92 2. 34 35. 73 35. 73 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 y/ G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A- 20cs 2A- 2omd 2A- 2ov 12C- 0sw 11 D0 0. 201 0. 580 0 340 w w w 5. 69 16. 41 9. 62 4. 35 40. 89 35. 73 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 q 0 0. 091 0. 390 n 258 11. 04 1. 44 11. 99 0 0 0 0 0 0 0 0- 0 0_ C 16B-38ad 0.026 0.74 1,41 162 162 119 228 20 20 15 28 F MP-1% 0_O50 1.41 0.71 78 78 110 55 0 0 0 0 F 30P-191 Q050 0_ 989 1. 41 0.71 29 29 0 41 21 9 13 7 F 22A_Ipl 0.00 0 0 0 0 0 0 0 27.99 6 c) AED excursion 68 5 Envelope loss/gain 1246 15871 120 114 12 a) Infiltration b) Room ventilation 567 0 180 0 69 0 22 0 13 Internal gains, Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 1813 1767 189 136 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 39% 50%1 0 0 0 1813 708 0 0 0 1767 884 39% 1 0 0 0 189 0 0 0 136 68 Total room bad Air required (clm) 2521 133 2651 111 I 263 204 9 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. wrigI . - 2018-Apr-06 09.46.01 A -A Right-Sude® Universal 2018 18.0.10 RSU24011 Page 8 antaRosaCGRE%Lo1227ThornbrookeSaniaRosaCGRE. rup Catc = MJ8 House laces: E RDEL-AIRwarm • a 1 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: Lo1227ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room dame Exposed wall Room height Room dimensions Room area rm 3 24.0 It 9.0 It heal/cool 12.0 x 120 It 144.0 ll= loft 10.5 11 9.0 It heal/cool 15.0 x 10.5 It 1575 I12 Ty Construction number U-value Bluh flz-*F) Or HTM Bluh/W) Area (112) or perimeter (It) Load Bluh) Area (I12) or perimeter (It) Load Btuh) Heat Cod Gross N/P/S Heal Cod Gross N/P/S Heal cod 6 V1/ C 12C•Osw 2A•2ov 0.091 340 n n 2.58 9_62 2.34 12.44 108 15 93 0 240 144 218 187 95 30 65 0 166 289 151 373 y/ 13A-2ocs 2A-2ov 0.201 0.340 n n 5.69 9.62 4.35 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 V I- G 12C-0sw 2A•20v 2A-20v 0.091 0.340 0_340 a a a 2.58 9.62 9_62 2.34 35.73 35.73 108 15 0 93 0 0 240 144 0 218 536 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 5.69 4 35 0 0 0 0 0 0 0 0 VN 13A•2ocs 11 DO 0.201 0390 0.091 0.340 0.340 se s9L s s s 5.69 11.91 2.58 9.62 9.62 435 11:99 2.34 12.44 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V)/ 12C-0sw 2A-2ov 2A-2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V f t-C 13A•2ors 2A•2ov 0.201 0.340 s s 5.69 9.62 4.35 13.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl CC 12C-0sw 2A•2ov 2B-21v 0.091 0.340 0.340 w w w 2 58 9.62 9.62 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 w w w 5.69 16,41 9.62 4.35 40.89 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F{ 0 12C-Osw 11 DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 165-38W 0.026 0.74 1.41 144 144 106 203 158 158 116 222 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 20P-191 0_0;>9 0.989 1A 27.99 0.00 3 0 3 4 2 0 00 0 F MAID-1 0 0 0 0 0 0 0 6 c) AED excursion 55 30 Envelope loss/gain 878 1308 571 717 12 a) Infillration b) Room ventilation 412 0 131 0 180 0 57 0 13 Internal gains, Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 11291 1439 751 774 14 15 Less external load Less transfer Redistribution Subtotal Ducl bads 39% 501Y. 0 0 0 1291 504 0 0 0 1439 720 39`>6 50% 0 0 0 751 293 0 0 0 774 387 Total room load Air required (clm) 1794 95 2159 91 1044 55 t161 49 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFstsoT!- 2018-Apr-06 09:46 01 Righl•Suite® Universal 2018 18 0.10 RSU24011 Page 9 aniaRosaCGRE%Lol227Thornb,00keSantaRosaCGRE.rup Calc - MJ8 House laces. E RDEL--AIR 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: Lo1227ThornbrookeSantaRo... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area stairs 3.5 it 9.0 It heal/cool 1.0 x 253.5 it 253.5 fit Ty Construction number U-value BtuWlll-*F) Or HTM 81uhrfig Area (fig or perimeter (11) Load atuh) Area or perimeter Load Heal cod Gross N/P/S Heat Cool Gross N/P/S Heal Cod 6 Vf12C•Osw C 2A•2ov 0.091 0.340 n n 2.58 9.62 2.34 12.44 0 0 0 0 0 0 0 13A•2ocs 2A-2ov 0.201 0.340 n n 5.69 9.62 4.35 12.44 0 0 0 0 0 0 0 0 11 v 1-C C 12C-Osw 2A•2ov 2A•2ov 13A•20cs 0.091 0.340 0.340 0.201 e a e a 58 9.62 9.62 5.69 2.34 35.73 35.73 4.35 0 0 0 0 0 0 0 0 0 0 0 0 W 0 0 0 0 yyI O 13A•2ocs 11D0_ _ 12C•Osw 2A-2ov 2A-2ov 0.201 0.390 0.091 0 340 0.340 se se s s s 5.69 11.04 2.58 9.62 9.62 4.35 11.99 2.34 12.44 12.61 0 0 0 0 0 0 yl C C 32 0 0 32 0 0 0 81 0 0 0 74 0 0 yl Y-C 13A•2ocs 2A•20v 0.201 0.340 0.091 0.340 0 340 5 s 5.69 9.62 2.58 9.62 9.62 4.35 13.92 0 0 0 0 0 0 0 0 12C-Osw 2A-2ov 2B-21v w w w 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 V)/ 13A•2ocs 2A-2omd 2A-2ov 0.201 0.580 0.340 0.091 0,390 w w w_ 2.58 n 5.69 1641 9.62 11.04 4.35 40.89 35.73 0 0 0 0 0 0 0 0 0 0 0 0L-CC Fr 0 12C-Osw 11DO 144 11.99 0 0 0 0 0 0 0 0 C 165•38ad 0.026 0.74 1.41 254 254 187 358 F F F 20P•191 0.050 0_Q50 0.989 1.41 0.71 0 0 0 0 20P-19t 1.41_ 27.99 UJt 0_00 Q 0 0 0 0 0 22A-tp 0 0 6 c) AED excursion 17 Enve" loss/gain 268 415 12 a) Infiltration b) Room ventilation 60 0 19 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 Subtotal (Imes 6 to 13) 328 434 14 15 Less external load Less transfer Redstribuuon Subtotal Duct loads 39% 50%1 0 0 0 328 128 0 0 0 434 217 Total room load Air required (clm) 456 241 651 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF ts'T ' _ 2018•Apr-Apr09.46:01 IGZ: A ^^ ^ ^- Right-Sur1eO Universal 2016 18 0 10 RSU240ii Page 10 antaRosaCGRE\ Lo1227ThornbrookeSaniaRosaCGRE rup Calc . MJ8 House laces, E DEL -AIR Duct System Summary Job: Lot227fhornbrookeSant... Date: 6/4/2014 IIRAl1110 • nw C011W1101mio Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333.2665 Fax 407.333.3853 Web: WWW.DEL-AIR.COM For: TAYLOR MORRISON External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.147 in/1001t 1450 cfm 163 fi Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.147 in/100ft 1450 cfm Name Design 131uh) Htg cfm) Gig cfm) Design FR Diam in) H x W in) Duct Mail Actual Ln (ft) Fig.Egv Ln (it) Trunk blh 2 h 557 29 21 0.308 4.0 Ox 0 VIFx 8.0 70.0 bah 3 h 747 40 25 0.293 4.0 Ox 0 VIFx 12.0 70.0 dining rm h 1313 69 47 0.180 6.0 Ox 0 VIFx 41.3 92.0 st2 family rm C 6481 234 272 0.165 8.0 Ox 0 VIFx 53.7 92.0 st2 kitchen h 3130 166 129 0.190 8.0 Ox 0 VIFx 34.6 92.0 S12 loll h 1044 55 49 0.239 7.0 Ox 0 VIFx 15.5 85.0 st 1 mstr blh h 1308 69 25 0.155 5.0 Ox 0 VIFx 48.0 107.0 st3 mstr rm c 5548 188 233 0.147 9.0 Ox 0 VIFx 55.9 107.0 st3 mslr we c 6 0 0 0.152 4.0 Ox 0 VIFx 50.5 107.0 st3 mstr wic c 6 0 0 0.156 4.0 Ox 0 VIFx 46.4 107.0 st3 open to below c 4678 130 196 0.217 8.0 Ox 0 VIFx 25.5 85.0 SO pwdr h 1235 65 28 0.182 5.0 Ox 0 VIFx 39.6 92.0 st2 rm 2 c 3532 102 148 0.282 7.0 Ox 0 VIFx 15.0 70.0 rm 3 h 1794 95 91 0.212 6.0 Ox 0 VIFx 28.0 85.0 sit rm 3 wic h 263 14 9 0,216 4.0 Ox 0 VIFx 26.1 85.0 sit rm 4 h 2521 133 111 0,264 7.0 Ox 0 VIFx 20.8 70.0 stairs C 651 24 27 0.309 6.0 Ox 0 VIFx 7.6 70.0 utility c 972 36 41 0.181 4.0 Ox 0 VIFx 40.3 92.0 s12 wl_rightsoft- 2018-Apr-06 09:46 02 I-- +. Right.Suile® Universal 2018 18 0.10 RSU24011 Page 1 A 9 anlaRosaCGRE\Lot227ThornbrookeSantaRosaCGRE.ruD Calc = MJ8 House laces: E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cim) FR fpm) in) in) Material Trunk SO Peak AVF 294 344 0.212 438 12.0 0 x 0 VinlFlx st3 Peak AVF 258 258 0.147 473 10.0 0 x 0 VinlFlx st2 st2 Peak AVF 828 773 0.147 593 16.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL it) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbi Ox 0 1450 1450 0 0 0 0 Ox 0 VIFx wrightsoft- 2018-Apr•06 09:46.02 I ..•» . Right-Surle® Universal 2018 18.0 10 RSU24011 Page 2 AC0% . anlaRosaCGREXLo1227ThornbrookeSanlaRosaCGRE rup Calc = MJ8 House laces: E 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lo1227ThombrookeSanIaRosaCGRE Builder Name: TAYLOR MORRISON Street: Permit Office: City, State, Zip: FL, 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 requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in 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 lop plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the lop 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. Balls in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air light 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 owouna and wirinn 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 rill voids between fire sprinkler cover plates and walls or ceoloncis- a. in aaamon, inspection or log wars snap oe in accoroance with the provisions of fcc-41:11u. 4/6/2018 9:46 AM EnergyGauge® USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: O This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report (usually one page) O If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 4/6/20t89 46a4AM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot227ThornbrookeSantaRosaCGRE Builder Name: TAYLOR MORRISON Street: Permit Office: City, State, Zip: FL, Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2138 sq.ft. Cond. Volume: 19670 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: lie or Multi Point Test Data HOUSE PRESSURE 1 Pa 2 Pa 3 Pa 4 Pa 5 Pa 6 Pa FLOW:- cfm i cfm cfm 1 cfm cfm 1 cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches 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. 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 lest, 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 lest, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: 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 third party conducting the test and provided to the code official. THE STgT we e DATE: BUILDING OFFICIAL: DATE: 4/6/2018 9:46 AM EnergyGaugeO USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS. Permit Number: FL, 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 InstallationThe 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. Healing 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 leakagd/Vindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cim per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/1 S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer Exception: Site -built windows, skylights and doors. 4/6/2018 9:46 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1 2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psi (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). Heal pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heal 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 lightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the lest 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 1057 (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 heal trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heal tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 4/6/2018 9.46 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water healers 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'Y. 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 -healing systems to be turned off R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5 6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6 1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/walt Any In -line fan Any 2.8 cfm/watl Any Bathroom, utility room 10 1.4 cfm/watl 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 4/6/2018 9:46 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 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 healer 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 healers 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 healers 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. 4/6/2018 9:46 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 (MandatoryW 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. 4/6/2018 9:46 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 5 of 5 O 4` O E 6 3 O ro+ eo' = s ffl a wq ; 4 n Q w w0= i ru ro:, A Arb. Ne: o0 N ;tea I I - r2N a C] I\. Cp{is 1 w L wS w H AOw 7 0 ec Z£ h W u c \ O w 00 - m 3 O .p+ s S a ' o n 4. w A n s Z 0 u0 a 1i_ .s s , o , l •;e 0 • " 1 ;lame or e • w e• - r-, _ SiS Oki s 3 1 7 n n u------------------ 3 N 1 _ O N 1 n 4 1i 1 1I11 - 11 1_a y 0 P _ • m - 1 1 11Q e- F 3 BUILDER: TAYLOR MORRISON REVISIONS Del Air PLAN MANCHESTER DATE BY Hcabnq.AirCondeboninq&kci'ngcrat4on,Inc. LOT LOT 227 4/6/18 JA 109Commerce'5treet SUBDIVISION TH RNBR KE 6/17/1 JA %ite1101 DATE: 6/4/2014 2/15/17 JA Lake Mar4Fl.52746-6206 DRAWN BY: FJF 5/31/17 JA Phone:407-8N-2665 JA Fax: 407-333-5893 I : j i 3' WASTE STACK FROM ZNO FLOOR TEMRATINGTOTHE1STPLOOR i AAV 4il/ KITCHEN •• -• -'- .. t ! ': i L.. i 1 y MASTER BATH !• W.M. O , POWDER i BATH : Go S Gb TAYLOR MORRISON THORNBROOKE.S.F. HOUSE TYPE: SANTA ROSA •••: • ; • LOT 227 1ST FLOOR I ' , - _ .. j ! l ".. 1. ; ? .' j , J. AL TAYLOR MORRISON a 3 i i i iTHORNBROOKES.F.• HOUSE TYPE: SANTA ROSA LOT 227 , ... _ ` .. '• s 2ND FLOOR r — . _ , _ - _ ` •- ' ` i .. : r t"'p: L BATH Z BATH 3 3' WASTE STACK FROM DW DOOR TERMMATING TO THE 1ST FLOOR RECORD COPY DESCRIPTION AS FURNISHED: Lot 227, THORNBROOKE PHASE 4, os recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Toylor Morrison of Florida, Inc. LOT 226 8.60' 14.85' LOT 227 3.0'x3.0' AC PROPOSED RESIDENCE SANTA ROSA - C _ GARAGE RIGHT C 68.50' 14.85' h pWVrxUb L,L) VLA140 Igo -f ENG. CPT. Ok to construct single family home with setbacks and impervious area shown on Plan- 50A#a IIOSA- C I f.4% 10 LOT 228 6.74' ti 2t.3' 13.16, 5.78' DRIVE 26.03' ESMT 9, SUIT N LOT AREA CALCULATIONS: D-28'55'40" LOT 11.119 SOFT. WALK R-100.00' LIVING 1,157 SO.FT. L-50.49' GARAGE 451 SOFT. CU ENTRY 89 SO.FT. D-18•24'53" LANAI R-100.00' BREEZEWAY- N%A SOFT. L=32.14' b P.C. DRIVEWAY A/C PAD 408 9 SOFT. SOFT. C=32.00' WALKWAY 70 SOFT. CB-S 51.49'64" W IMPERVIOUS- 19.6 R 2.184 SOFT. RED R 0 SE LANE soo 8 A35EAECULATNS; SI.F7. QQ 50' R/W TRACT 1 R/W 247 SO.FT. PROPOSED - FINISHED SPOT GRADE ELEVATION BUILDING SETBACKS: PLOT PLAN ONLY" ' APRON SIDEWALK 54 157 SOFT. SOFT. PER DRAINAGE PLANS Nr'— = PROPOSED DRAINAGE FLOW FRONT - 25' NOT A SURVEY) IVIAL SOD AKLAb 36 SOFT. LOT GRADING TYPE A REAR - 15' PROPOSED INFORMATION SHOWN AREA 11,366 SOFT. PROPOSED F.F. PER PLANS = 22.3' 14F SIDE - 5.0' BASED ON SUPPLIED PLAN DRIVEWAYI 462 SOFT. SIDE CORNER - 10' AND/OR INSTRUCTIONS PER SIDEWALK 227 SOFT.•= PROPOSED GRADE PER CONSTRUCTION PLANCLIENT(NOT FIELD VERIFIED) SOD 8.971 SOFT. CR USETNMEI YERR — SCO TT LCGCND - LEGEND - P RAT OL. POINT ON LILAC r r1ELI TT. TT ICAL IP. IRON IPE AL. POINT Or RCVCRSC CURVATURE IA. FROM ROD LL. POINTOr COMPOUND OIRVATURC C.N. CONCRETE IORMENi RAO, RADIAL CT I.R. IM- Ut /OLD 4596 NA NON-RAOAL REC. RECOVERED VP. VITNESS POW PAD. O1NT W DCGDNING CALL CALCIMTCD PDL. POINT Or CO=1%'M LAM PERNA CHT RErCR[I1CC NOMIIQNT CENTERLDR F.F. FINISMD rLOOR CLEVATION WD NAIL L DIM DSL BUILDING SCTDACK LINE R/V RIGHT-W-VAT DNL BENCHMARK ESNT. CASEMENT DJ. BASE FARING DRAIN. DRAINAGE urn. Q,M UTILITYCHAINLIMO rONCC VOFL VDDO FENCE CID CONCRETE DLOCIC P.0 POINT Or CURVATURE P.T. POINT Or TANNCT OESC. DESCRIPTION RL RADIUSARCLENGTH CL ago REARING NORTH do ASSOC., INC. — LAND SURVEYORS 5400 E. COLONIAL OR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 MOTET 1. THE UNDERAww DOES HEREBY COMFY GNAT TICS SU7tyrr MEETS THE STANOIRDS OF PRAL7KE SET FORM 97 111E FLORIDA BOARD OF PRWMWIM SUA4VM AND MAPPERS W OVPTER $J-17 FLORIDA ADMINSM17VE CODE PURSUANT M SECTION 47L027, RDRIOA STATUES 2. UNLESS EMBOSSED WIN SIRWYOR'S JOGWTURE AND ORNWNAL RAISW SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. THIS SURVEY WAS PREPARED FROM TITLE DIMWTION r OMPIED M THE SUINEMR. THERE MAY BE OMEA RERWTIONS OR EASOIEMS THAT APM DO PROPERTY- 4 HO UNOMMMtD WPROMWEMS NAVE BEEN WCN7M UNLESS OTHERWISE SNIOWN. A MIS SURVEY 6 PREPMED FOR DIE SOLE WOW OF THOSE CE FUTV TO AND SHOULD NOT BE REUM UPON BY ANr OTHER ONT17Y. 0. OANENSIONS SHOWN FOR THE LOCATION OF DMPROVONEMS HO$ON SHOULD NOT BE USED TO REOONSTM= 90404"1RY ONES. 7. BGVIDM ARE EASED ASSUMED DATUM AND ON THE LINE SHOWN AT RASE BEAN ND (DR) ELEVATIONS. W SHOWN. ARE MStn ON NATIONAL DEOOETIC DATUM Or 1929. UN= OTHERWISE NOW' 9. COr7F1GTE OF AUINOIOTAROH W 43D0. CERTIFIED BY: I SCALE I--- I* . 30'------ 4.1 DRAWN Or ••• I /' . &F% PLOT PLAN 04-09-10 2166-16 THIS BU/LDINC/PROPERTY DOES. NOT UE WITHIN THE ESTAOUSHEO 100 YEAR FLOOD PLANE AS PER I•IRM' ZONE X. MAP / 12117C 0053 F. TO . CRUS MAR. R. S. / 4714 JAM W. SCOTT, R.LS / 4801 SGO #940 ^4je LID STATE CERT .LIC EC13003715 ELECTRICAL SERVICES. INC. HOLDER: JOSEPH STRAOA 3400 SI Johns Pkwy STRADAN NEC 2011/FBC 107 SANFORO.FL 877-906-1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5.8.2012 MODEL: SANTA ROSA BUILDER TAYLOR MORRISON SUBOIVISON VOLTIAMPS LARGEST LOAD: HEAT PUMPS WISUPPLEMENTAL HEAT 9418 Includes Heat Pump and Heal Strips on together ®100%. Square feel Irving area 1 21381 3 valtlam s 6414 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0 mist misc TOTAL OTHER LOAD 33014 FIRST 10KVAQ100% 10.000 REMAINDER @ 40% 9206 LARGESTLOAD 9418 TOTAL LOAD 28 624 V.AJ 240VOLTS= 1 119 SIZE RECOMMENDED I 150 MINIMUM PER 150 SERVICE SIZE: I I NEC 21 2.5 31 3.5 41 51 4032 10000 6500 5040 10000 6500 1 5280 10000 6500 6168 8000 5200 1 6888 8000 5200 1 8160 10000 6500 10 KW SETUP TON OTY KW 1.5 2990 5000 3250 0 2 4032 5000 3250 0 2.5 5040 5000 3250 0 3 5280 5000 3250 0 3.5 1 6168 5000 3250 9418 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 9418 1 fJ E S 3 a IPS W 1411,11110. 100 100 40, Note: This Load Cale is base on the information provided by the builder. The recommended service size will be installed leaving suffiuent usage for future homeowner. a 1 11'-8' '-w 15'-8' 30'-0' 14'-10* 15'-2 Total Truss Ouantlty - 124. SHINGLE RECORD COPY ROOF 0 OR D ON A.F.F. REFER TO PACK FOR CONNECTION. o txl 1n TYPICAL 5' SETBACK CORNERSET LABELING AND SPACING HANGER CHART dL= HTU 26 (SIMPSDN) it = THA 422 (SIMPSON) HUS46 <SIMPSON) J L= HUS26-2(SIMPSON) J L = HGUS26-2(S I NPSON) O.. W IIn. Fii;iFlaT1 1 •-off- •- , i 2.-0. TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING r, 01 General Notes 1) N pard ChW Yi ar V WA ft fd" k. to 4 dwA ••wi P*w 1— Ie Y I'*" o.w: i2) M Y.pe ISY 4 61{ wW .O.iw 01.1 3) N Ye W@dV i IP at "m Ada ba 4) hr %= IIW YmY dal mm—WAUM pwsi ii.ip d-M Y Ow • . Id Wr as* Ike Oimye d r.Wa IYY.. Y K9-al b q Wio.r hwl.p 4fi ROOF LOADING SCHEDULE TCCUL = 20 PSF BCLL _ '7 BCOL = 10 PSF TOTAL 47 RATION = %a5 XDURATION VAND SPO/n VE-150 ENCLAM SLOG EVOSURE - C USAGE - RESD)ENTIAL CAT 0 VAND IMPORTANCE FACTOR- t UPLIFTS BASED ONE 9.2 PSF DESIGN CRITERIA FBC 2017 TP1 2014 Trv- m®bv dgr A oomav plrd.ip w w. AXE 1-10-6ec owo Zd c=,p TL-. YYOO 4w<E.m Tied -m.j - b.-I l0g pd ms.o.onm Faa.m h.e w.a FLOOR LOADING SCHEOULI TCLL - 40 PSF TCOL - 10 PSF SCOL 5 PSF TOTAL - 55 PSI AIL REACTIONS OVER 5000/ AND UPL M OVER 1000 ARE SHOWN ON ENGUfl=&G. WALL KEY 9'-4 2W-3/4 `-'''' a L IOW/ ecscnvnal Mr. MTE 01 CARPENTER CONTRACTORS OF AMERICA 39W AVG" G Il V. VINTER W1VA31 RWIAA 33M ftoo (Sam 9E9 e" PAR' ,SbW 29r24E9 BUILDER TAYLAR YORRISON PROJECT TRORNBROOK YODEL 213E CCA PRDJ/MOOEL/ALT 9AE 9A7 213KC 2131C ALT OESC OTC : LOT : 227 BLOCK: OESICNER PACE 11DATE 10 3 16 9330072R 1/4 -=1' THIS IS A PLACEMENT ITS TO AID IN THE INSTALLATION OF TRUSSES. TRUSS ORAVANCS AND ENGINEERING PACKAGE Builder:.TAYLOR MORRISON HOMES Project: 9A6/9A7 THORNBROOK Model/Building: '213MC/213TC Lot: 2 2 7 Block: Address: JobNumber: N330072 Revision Date: Unit: New Load #: RA01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 1 STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES 1MI5 Owl /N(M(O TOM CONrwI(R INPUT (loAOS a OIN(NSIONS) SCINITttO If 1NOSS WIN. Strongback Bridging Guidelines for Roof Trusses Strongyback bridging for roof trusses is not a requirement of ANSi•TPI 1.2002 but it Is a strongly recommended guideline by Carpenter Contractors of America. It serves the following two functions: l) Br1d91ng aligns the bottom chords after they are set so they ara unlft0rm along the ceiling line. This, 1n turn helps minimize wavy ceiling$, after the installation of drywall. 2) Bridging betas 'planing•out' the transitional or relative deflection of adjacent trusses due to an offsat In spans. in either case, Strongback bridging shoulG not be attached to adjacent trusses that need to be jacked into place more than N inch. Strongback bridging in roof trusses does not servo as temporary or permanent bracing and is not intended to help distribute or share design loads between trusses. Consequently, no design loads here been 4ccounted for with this 'at ail And continuous Strongback bridging should not be attached between common and girder trusses that have more than W inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER (NOS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MiNiNNUM OF 216, AND SMALL BE•ATTACHEO WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 1 3' GUN NAILS TO A 214 VERTICAL NEB MEMBER The graphic shown an this detail is for generic Illustrative purposes only. The exact location of strangback bridging will be specified by Carpenter Contractors of America. The use of strongbsck bridging shall in no way Interfere with any other design considerations specified by the Engineer of Record or Building Oeslgaer. The nailing requlrenents shorn are consistent with ANSI/TPi 1.2002 for Strongback bridging. N.T.S -Not To Scale) I FPAY"', Design Crit: TPi•2002(STO)/FBC KQY% PLT TYP. Wave C RT-1.00 1.25 10 0 7.31.11 Fl 1 E - ALPINE RW awa(ba p.twNnttb Onil/ bt. Rablu6b•,FL 33a4( FLM10270 tlngtt•• naimi .<tiiTa pn11u pK n nu«u1«. raK1w. atllwir. niraaatr Nt KaYa• nra• n tw1 IN IaNr <V/«irt ia•tT1 N•«••ll•rl. Ma..... A ni ry•tlii run I•ItlTm. iiNT• aN mKT. Nin ui. uu•r.a, Y...... <n. 1•att nu• cw.au wnc.• arTaIKIK a•rw. rtlf«, n all iil n• i.rtn wn11<ti wl« w rurae,lr Trat rNnIK1. <ua TritllK Ip1YRt ip tKr arLL NK N«Oar .n•ara il•KT«•a r•tlmt •r NI<01 t1w aw4 a KNNU imitp apN «aNs. IN/ml71MT'•wtY • carr « «Ir vlr n rr IVn<uTlp NKNaiK. Pv Kt. Iw. was rt aoruat r« . Nn•nitl nN Twi Kau. •n r•0.ua n atlM 11i N«I N <wrtlwrK an 11: « ••a««fir. trgiV. Nlwlr. 1ailYalN < tUtlw « i<WN. tail« itVtW tllTt •«alutta n]II{{pi «aN /YTIt<LL KIn• pit. <. «ar•1 Yt nl. In to atlu Mryt •it law ar t</INIaY ry.Y«/t) .t1. Mt {1Va .Naa «. •/a.NI a41. pill. anal a•w n as r•a p wN1 .•a. .... prltllU aK•fp « nu KnN. Nuna< rp turtm taY•<. IVncllr « K•nt rwaaru Y 10 Wu K Ip uatl •l I «II•«« att.l. • tYa « wa a•YIr I•IlYn1 cipl••3 « r.riillaw lwl<pI1Nt •uIKllalall• ariL1 r« TK Tip1 <Mpirt oiaiw wu«piiat:nlini i as i « nu <a t.an •« r1 Ntuir n If auwnlawtlr p T.w gF DI @ a(' V No.a2212 P f 4 eTATE CIF iOR(O{ Jul fDfa{LE TC LL PSF TC OL PSF BC OL PSF BC LL PSF TOT. L0. PSF REF ROBI - 48357 OATS 07/28/09 ORW wcufaosi o92o9396 HC • ENG OR/OR AR36 OUR. FAC . FROM SPACING JREF • 1TTOOB3_Z18 W, f F1 3+ HU/HUC/HSUR/L Hangers HUA-IUC hangars may Lie ir lalbd on a rrwsonry:xrrcrele wag as describer below. Additionally, HU I>a V%s with one flange concealed may be installed similarly. HU and HUC products are heavy -duly lace -mount joist hangers made from 14-gauge galvanized steel The HUC is a concealed flarx3e (face flanges turned in) version of the HU. HU is available with both flanges concealed, provided the W dimcnsion is 2Me' or greater, at 100% of tho table bad. Specify HUC. HU is available with one flange concealed when the W dimension is less than 2%i al 10D% of the table bad. Specify as an 'X' version and specilli flange to conceal. For any HU or HUC shown in this catalog. the user may s",iILAa all 1aca reads 4411) !o c 1 }: 7den12 sc news Mpdel'ITN2-25134M. Follow all installation instructions and use the bads trrirn this rTake. Material: 14 gauge Finish: Galvanized; ZMAX• and stainless steel available Installation: Attach the hatngers to corctate or GFCMU wigs usirg tex-head Titer' 2 screws. Titan straws for GFCMU (!.' ,( 21: - Model TTN2-25234H1 and for concrete V.,' x 1W - Model TTN2-25134H) are not provided with tine hangers. Drill the W -diameter hole to the specified embedment depth plus W. Ahernativelr, dnl the V -clrameter hole to the specified embedment depth and hbw d clean rising compressed air, Caution' Oversizediiometer holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and ail reduce the anchors load capacity. 1 ilen Inslalation loot Kils are avalable. I l iey uxiude a 44' drill bit and hex -head driver bit (I•tode) TT.%fT01-RC), a 3'ii > •: %' drill LA is also aerailable (Modal iA6615412). A minimum end and edge distance of 1 eh" is required. Options: For skewed nangers use 75% of lath uplift bad. If hanger wvlih is grealo, Shan 3%', then use 80% of !tittle dowTowd; olix.)wise use 100% of table di,%i*jod. Codes: See p• 14 for Code Reference Key Chart CoricraM ors MUC410 HUC410 Installed on Masonry Block End Wall d II I I Ilia e MUC410 Installed on Masonry Block End Wall SIMPSON strougTie a1r` OMOdC C O0 C Iv 00WCMZJ 279 280 HU/HUC/HSUR/L Hangers (cont.) These products are awalable with additional corrosion protection. For more inlonnation, see p.18. SIMPSON StrongLTie Model No. Fasteners Allowable loads (DF/SP) GodsGfCMUConcrete StandardCoaled GFCMU lit" .2 Concrete Ttten'2 joist Uplift 160) Down 1()DMZS) Uplift 160) Down 100/125) net. HU26 HU26X 4) !u" x I V 4) '•:" x 12.:• 2) lOd x 11W 335 1,000 335 1.545 HU28 HU28X 6) !': a 14:' 6) '%' a Vh" 4)10d x I W c. 45P2,000 760 2,400 HU210 HU210Y. 8) W x 1 V 8) !,." 11 W 4)10o x t W 5.15 760 2.415 HU46 (Min.) HUG46 8) w: x Ib: 8)14 x FK" 4)10d common 760 760 3,200 HU46 (Max.) HUG46 12174 x 1W 121 4 x ' •W 6)10d common 1,135 I'm 3,950 HU26.2 (Mma MUC26.2 8) !•:' 1 8) !•:' x 1$:• 4 10d common 760 760 3,200 HU26.2 (Max.) MLIC26.2 12)'.i x 1a. 121 ':: x 1 a. 6)106 common 1,135 1,135 3,950 HU48 (Mon.) HUC48 10)x I% 10)14, A I 4)1Od common 760 2.500 760 3.725 HU48 (Max.) HUC48 14 '1" x 1 b:' 14) '.' x 11W 6)10d common 1.135 1 3,500 1.135 4,920 HU28-2 (M m.) HUC28-2 10) % + i a'i 10) A- x 14V 4)l10d common 760 2,500 760 3.725 HU28-2 (Max.) HUC28-2 14) %V x 141 14)'A" x 14': 6)10d common 1,135 1 3,500 1,135 4,920 HU410 (Min.) HUC410 114) 7r" r 14W 14) 'V s VW 6)10d common 1,135 3,500 1.135 4,920 HU410(Max.) HUG410 Vg)'A. alai- 181':: x'i.- 10)10dcommon 1,800 4,500 1,800 4.920 HU21D•2 (Mon.) HUC210.2 14)'A x I W 14)':: + 1 W 6)10d common 1,135 3,500 1,135 4,920 HU210.2 (Max.) HUC210.2 18) % : 141 181 r 1 a5' 10)10d common 1,800 4,500 11800 5,085 HU28X Skew 45• Mot ma lade) 6)1.4 v UK" 16) ''•' s 1 .' 4)10d x t e 670 1,SOD 67D 2.400 HSUL/R26.2 MStRAC26.2 12)*A." Iv. 12 IW 4)160v2W 900 3.000 900 3.135 111.124•2 HUC24-2 4) -:" a 7t." 4) !ti x 1?4' 2)10d common 380 1,000 380 1 1,545 HU212 IM12Y. 00)'.*.* x lbw- 10) 1,4" x 11W 6)10d x l h• 1,135 2,500 1,135 1 2,60 HU214 HIJ2i4':: 12)':i x14'+' 121':."+lay 6)10dxIW 1,135 2,665 1,135 2,665 HU26.2 (Min.) NUC26-2 @Am.) 8) '4` x ?+.' 4) IDd common 760 2,000 760 3,200 HU26-2 (Max.) HUC26-2 (Max.) 12)••V x _:V: 02':: x I-W 6)10d common 1,135 3,000 1.135 3,950 170 HU26-3 (Mon.) HUC26-3 (Min.) 8) !v x 2 .' 8)'y 1 I2Y 4) IOd common 760 2,000 760 3,200 1IU26.3 (Max.) IIUC26-3 (Max.) 12'A Y Sb. 021 %V Y 1IW 6)10d common 1.135 3,000 1,135 3,950 HU28.2 (Mna MUC28-2 (Min.) 10)':: x 21144- 0Gi :." x i V., 4 lDd common 760 2.500 760 3.725 HU28.2 (Max.) HUC28-2 (Max.) 14) .: x 23W 6)10d common 1,135 3.500 1,135 4,920 HU21D-2 (Min.) HUC210.2 (Am•) 114)'.i x 7, W 14) :." x I W 6)10d common 1135 3.500 1,135 4,920 HU210.2 (Max.) HUC210.2 (Max.) I18) %* x 24." t8)'-V x 1 bw" 10)10d common 1,800 4,500 1.800 5,085 HU210-3 (Mon.) HUC21D-3 (Mon.) 14)is z 2% 14) :: x' Y: 6)106 common 1,135 3.500 1,135 4,920 HU210-3(Max.) RUC21D•3(Max•) 118'•: x2y• 18) :V x'V: 10) 10d common 1,8W 4,500 1.800 5,085 HU212-2 (Min.) HUC212-2 (Min.) 16) % x 2W 16) 14" x 1 W 6)10d common 1.135 4.000 1,135 4,920 HU212-2 (Max.) HUC212-2 (Ma)(.) 22) W + 2)1" 22) 1+ + 1";" 10)10d common 1,350 5.085 1,350 5,085 HU212.3 (Min.) HUC212-3 (Mon.) 16) x ?b' 16) W x 14: 6)10d common 1.135 4•D00 1,135 4.920 HU212-3 (Max.) HUC212-3IWO 22) Mi x 23:" 22) %- + I W 10)1 Od common t,800 5.065 IAA 5,085 HU214.2 (Min.) HUC214-2 (Mon.) 18) % x 245' 181 %V x t bi 8)10d common 1,515 4,500 1,515 5,085 HU214.2 (Max.) HUC214.2 (Max.) 24)14 x il:" 241'4" a 14' 12)10d common 2.015 5,085 2,015 5,085 HU214-3 (Mm.) HUC214-3 (Mon.) 18) %. x 21W 18)' x VW 8)106 common 1,515 4,500 1,515 5,085 HU214.3 (Max.) HUC214.3 (Max.) 14) A.' v 2417 Q4)'•." x 14'.' 12)10d common 2,015 5,085 2,015 5,085 HU216 111.1216X 18) W x;IW 118) !." x 14" 8)10d x 114' 1.515 2,920 1,515 2,920 lIU216-2 (Mon.) IIUC216.2 (Mon.) 20) ' + iii" 20)'1V + 1 y: 8)106common 1,515 4.920 1.515 4,920 lIU216. 2 (Max•) IIUC216-2 (Max.) 26)1•.• + iN." 26)'/:' + IV 12)10d common 2,015 5,085 2,015 5,085 MU216. 3 (Mon.) HUC216.3 (Min.) 20) W x' i?:" 20)IV; 1 W 8)10d common 1,515 4.920 1 1,515 4,920 HU216. 3(Max,) HUC216-3(Max.) 261,'"ri}.' 26'%i'+1}:" 12)10dcommon 2.015 5,085 1 2,015 5,085 1. Uplift bads have been inueased for earthquake or w,r1d duration wnh no turd'er increase 6 abwed: redr mrr when attar b.'a•1s govern,. 2. Mmxnum Pc = 2.5W psi and mhimum 11r.r a 1,5W psL 3. Wlxsi o* aria 11ar1ge is conwaW speedy right ur lett wic wad 0 vje. 4. Models with "X' are riot stock items. 5. Pru7u.:is src:A be nctdh : mrh that 1 cw" wi w% ,re nol cx lw cd to waxtler. Fasteners: -, Rd wmnxai - 0.162' W:1. x 31c' brig, 16J " T.'.' - 0.%2' don. x 41Y long: 10J ,viwncn - 0.1.16' did. a 3- kmq. 10d x t0.148• a x 1 t%• lonp. TTN2-25134H = ' v 1-W Trlen 2, TTN^.-25234H = 1%' x 241' Tien 2; TTN25134H = Titan tlr - 1•L'" and TTta2, 52a^ 1H =T ten '•:' x ZN* m• • M•o be mw-J a; full 1.*,Ie lc% is. Sze rip. 26,2' 1tx otter mall sizasand We irrinia). UPDATED 04/ 17/17 HU/HUC/HSUR/L Hangers (cont.) These pmducs are arvaLiblB 1.,th adoil nal corrosion protection. For more information, see P. I& SIMPSON StrongTie Model No. Fasteners AOorabb Loads (OF/SP) CodeGFCMUConnate Slandad ConcealedTiten• GFCMU 2 Concrete Tit4n• 2 Joist Uplift 160) Dorm 1001t2s) UpOR 160) Down 1001125) Rat HU44 HUC44 4) ." : 2 .' 4) !." : I W 2)10d common 380 1,000 380 1,545 HU46 (Mut) HUC46 (Mh) 8) V. r 2: 8)'%: x 1 i': 4)10d co n mon 760 2,000 760 3,20D HU46 (Max.) HUC46 (Max.) 12) , x 2?:' 121'•: r 1 %l 6)10d common 1,135 3,000 11135 3,950 HU48 (Milk) HUC48 (Min.) 10 :' • : ar 10) tY + 1 a: 4)10d common 760 2.500 760 3.725 HU48 (Max.) HU 448 (Max.) 14) Y" • 2N 14)!•P • v 6)10d common 1,135 3,500 1.135 4,920 HU410 (Mut.) HUC410 (Mut.) 14) :, r 2ll' 14)':: r 1 is" 6)10d common 1,135 3,500 1335 4,920 HU410 (MBO HUC410 (Max•) 18) - • 2': IS) :4' • 1 .' 10) 10d conrnon 1.800 4,500 WO 41920 HU412 (Min.) HUC412 (Mon.) 16) :: 2V 16) 14, r I %" 1 6)10d common 1,135 4.000 1.135 4,920 lIU412 (MaO HUC412 (Max.) 22) *,T x 2?:" 22) `•'." x Ill" 10)10d common 1.800 5,085 1,800 5.085 HU414 (Mon.) HUC414 (Min.) 18) 4' • 2 :: 16) A*; 1)- 8)10d common 1.515 4,500 1.515 5A85 HU414 (Max.) HUC414 (Max.) 241' a 7W 24)' V x 1 .' 12)10d common 2,015 5,095 2.015 5.085 HU416 (Alen.) HUC416 (Min.) 20)'•, x 24:' 20)3: r 14. 8)10d common 1,515 4,920 1.515 4.920 HU416 (Max.) HUC416 (Max.) 26)14" r 214" 26)':: , IIW 02) IDd common 2.015 5.085 2.015 51035 HU66 (Mon- HUC66 (Min.) 8) W • 2.' 8)14" . It': 4)16d common 900 2,D00 900 3,20D HU66 (Max.) HUC66 (Max.) 12)14' • 2W 12)1L' • I ts" 6)16d canrmrt 1,345 3,000 1,345 3.950 HU68 (Mn.) HUC68 (Min.) 10) 1.4" , 2?•: 10)1.4" r 1." 4)16d common 900 2,500 900 3.725 HU68 (Max.) HUC68 (Max.) 14)'.; :23." 14)'. r I W 6)16d common 1,345 3.500 1,345 4,920 HU610 (Min.) HUC610 (the) 14).-:- 2-`: 14) .,!* . I.' 6)16d common 1,345 SW 1,345 41920 HU610 (Maxa HU(;610 (Ma).) 181 '.' x 2i 19) 41, r t " 8)16d common 1.795 4,500 1,795 5A85 HU612 (Mona) HUC612 (Mon. 16)':., x z4. 16)1': x I W 6)16d common 1.345 4,000 1,345 4.920 HU612 (Max.) NUC612 (Max.) 22)!.", 2W 22) !': x 1 il ' 8) 16d common 1,795 4.920 1,795 4.920 170 HU614 (Min.) HUC614 (Mbt.) 18) W x 2a: 18) :•,• x 1 V: 8) 16d common 1,795 4.500 1.795 5.085 HU614 (Max.) HUC614 (Max.) 24)%' x : •11" 24)A . I W 12) IN common 2,015 51085 2.015 SA85 HU616(Min.) HUC616(Mtn.) 20)'r: r2% 20)'r: 4141." 9)16dcommon 1,795 4,920 1,795 4,920 HU616 (Max.) HUC616 (Mdx.) 26)'•'+ x 7i ' 26)14"x 1 W 12)16d common 2,015 5.085 2.015 5.085 HU7 (Min.) Mot avatlaWel 12) ::' • 12) ." • 1 i'4" 4)10d x 1 h' 545 2,980 760 2.980 HU7 (Max.) Not availably 16) :' : ''. 16) ""r 114" 9)106 x I W 1.085 3,485 1.095 3.485 HU9 (Min.) Not available) 18) -'% r ) Al 18) r.' r 14l 6) IOd Ir 1 h' 1,135 3.230 1.135 5.230 HU9 (Max.) 04ot avaliabk) 24) :: • 14'." 24) ::: 11." 10)10d x 1'h 1,445 3,735 1.445 3.735 HU1) (Aron) MotavaiJaW 22)'y x 1•:' 22)': x 1." 6)10dx 1W 1,135 3,230 1.135 3.230 HUI I (Max.) Not available) 30) T x I W 30)': x I W 10) IOd x t W 045 3,735 1.445 3.735 HU14 (Mm.) Plot avadabk) 28) ' 4''. I t: 28)." . It-' 8)10d x 1'h" 1,515 3.485 1,515 3.485 Hui (Max.) Not availabk) 36) V x I?: 36) W 1." 14)10d r t h" 2.015 4,245 2.015 4.245 HU3.25r10 Not available 22) ''." x 1;:" 22) :': x 1 •Y4" 10)10d common 1,895 5,085 1,895 5,085 HU3.25/12 Non available) 241 r 11;" 24 + v 1.' 12)10d common 2.015 5.095 2.015 5A85 HU41D-2 (Min.) MUC410.2 (Mum.) 14)'A' x 1 al 14)1•'.' x 14:" 6)16d common 1.345 3.500 1,345 4.920 HU410.2 (Max.) HUC41D-2 (Max.) 18)1.4 • i ta" 18) !•: • It:" 8)16d common 1.795 4.500 1,795 5A85 HU412-2 (Min.) HUC412-2 (Mum.) 161 1: ' s: 16),-"x I w. 16)16d common 1,345 4,000 1245 4.920 HU412-2 (Max.) HUC412-2 (Max.) 22)'.: x 19:' 22) t': v VW 10)16d common 1,800 4,920 IAOO 4A20 HU414-2 (Mn.) HUC414-2 (Mm.) 20) :4' x It 20).' 4 I%" 8) 16d common 1.795 4,920 1,795 4,920 HU414-2 (Max.) HUC414-2(Maw.) 961''•' 1W 26)!•:"x 13: 12) 16dcommon 2.015 5,085 2,015 5,085 1. UPPI bads have been itcreasao for earthquake or wmd duration vnln no turther increase is abomred, re ktce vmc n other I.wU gcn'ern. 2. Munium f i = 2.500 psi and min'rnwn I'm = 1,500 psi. 3. When orhy one flange is cent ealec spet:dy right or left rAnceakd flange. 4. Models with 1C are not stock dens. S. Producs shal be IraUmOed such trial T Irxn St:r41Ys Ira not U' poseo to wcoltlor. Fasteners: I W cxxranon = 0. 102' tfia. • 514V bng: IFd x 2W = 0.102' &I. v 715' )xng, IOd com m•m = 0.146' dla. < 3' kng; IDh 4 I ,5' = 0.1J8' a'ma. r 1!%' Ling. nI.2.25134! 1 = W , 14' Teen 2, 1TIJ2-252341 I = as' x 2<• 1 den 2; 1TN251341 I = elan 'L' x 13•.' and T P425234H -Tdt1n 10• > _"ls' ^•ay Jrk,o Ue u- rd a 1uO lzble tads. Gco pp. 26-27 for olhrr read Ozer arxf nIonlnaWn. 281 UPDATED 04117117 Simoson Strong -Tie- Wood Construction Connectors LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers This product is preferable to similar connectors because of a) easier Installation, b) higher loads, c) lower installed coat, or a combination of tfrese features. All hangers in this series have double shear nailing — an innovation that distributes the bad through two pants on each Joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double -shear hangers range from the light capacity LUS hangers to The highest capacity HGUS hangers. For medium bad truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater bad capacity and bearing than the LUS. HGUC) hangers provide similar capacities as HGUS double -,hear hangers, but they use Simoson Strong -Tien Strong-Dnvee SDS Heavv-Duty Connector screws instead of nails for faster and easier installation. In addition, the Strong -Drive SDS Heavy -Duty Connector screws help transfer the bad between the piles of the supporting girder when they penetrate all piles. Material: See tables on pp. 236-237 Finish: Galvanized. Some products available in stainless steel or 7-MAXe coating: HGUQ available in HDG; see Corrosion Information, pp.15-18, Installation: Use all specified fasteners; see General Noes. Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. t"a ara 1 Ai TM Ya j all A_ W_/ B O LUS28 UTIHHUS210-2 SIMPSON StrongTie V-Z r! J. HUS210 HUS26, HUS28, arul HHUS simian) tGr MUS28 w Typical HUS26 Installation with Reduced Heel Height truss Designer to provide fastener quantity for connecting multiple inunrtxas together) 235 T Simpson S!rong-Tie' tVood Constnrc!ion Connectors Face -Mount Joist Hangers (cont.) These products are available with adddbnal corrosion , These Products are approveo for instablion with the Strong -Drive• protection. For more infomwlion, see R 18, SD Connector screw. See ap. 39-40 for more information. Modal No. I Mfn Meal eight Ga 0lmenslons (in.) Fasteners W M 8 Carrying Member Carried Member Sinj JIB 2111 Was L11S24 2% 18 IM4 31A 1V- 4)1Off 2)10d LUS26 41/. 1M6 4% 1V. 4)1Dd 4)10d MUS26 41144 18 1M6 5V* 2 fi) lOd 6) -Oil HUS26 4V. 16 1% 5% 3 14)16d 6)16d HGUS26 4% 12 1% 5% 5 20)16d 8)16d LUS28 4V. 18 1%, 6% 1% 6)10d 4)-,Oil MUS28 6Me 18 1"s 61% 2 8) )Oil 8)10d MUS28 6% 16 1% 7 3 22) 16d St i60 HGUS28 V. 12 1 % 1% 5 36)16d 12) l6d LUS210 41/. 18 1 M4 7,116 11. 8)106 4)10d HU5210 8% 16 1 % 9 3 30)16d 10)16d I.See fable below for allowable bads. SIMPSON Strong -Tie OF Allowable Loads Sp AOowabb Loads SPF/MF Allowable Loads Model No. 160) t%:) l Re1u 1100) Snow 115) Roof 125) Il/llld t60) UDUItt 160) Floor 100) Snow lls) Roof 125) Wind 160) UDMtt 160) Floor 100) Snow 115) Root 125) Wktd 160) Code Rel. Single 2x Sizes LUS24 490 G70 765 825 1,045 490 725 830 895 1,135 420 575 655 705 895 I.US96 1,165 865 990 1,070 1,355 1.165 940 1,075 1,165 1,475 1.005 740 845 915 1.160 17. FL. L17 MUS26 1,090 1,295 1,480 1,605 1.825 1,090 1.410 1.610 1.745 1,825 940 E2.3E30 1,265 1,370 1,570 HLW6 1,S50 2.720 3,095 3,335 3,33b 1,5W 2,9W 3.335 3.335 3,335 1,335 2.650 2,820 2,865 HGILi2G 1 b0 4,3fi0 4,RR.5 5,230 5,i90 11(t 4,725 5,290 5,340 5,390 40:r 3,750 4,2f10 4,5110 4.11. it. LUS28 1,165 13DO 1,755 1,360 1,725 1,165 1,200 1,365 1,480 1.835 1,005 940 1,075 1,165 1,475 MUS28 1,555 1.730 1.975 2,140 2.645 1,555 1,880 2,150 2,330 2,645 1,335 1,475 1,690 1,830 2,275 17, FL, L17 HUS28 2.000 4.170 4.220 4.335 2,000 3.790 3.960 4.070 4.335 1.720 2.905 3.035 3,125 3,435 I1GUS28 1,7!A1 E6,745 6,970 7.125 7,275 1.79D 6,4G0 6.705 6.670 7.275 1,540 4,9G0 5,160 5,290 5.745 FL LUS210 1,165 1,340 1,525 1,650 2.WO 1.165 1,445 1,660 1,795 7,770 1.005 1.145 13M 1.415 1,745 17, Fl. 07 HUS210 3.000 4,255 4.445 4,575 5.020 3,000 4.105 4.310 4,450 4,930 2.5110 3.150 3,315 1 3.475 1 3.815 Note: For dirnensbns and fastener Wormallom see fable above. See table fooMes on D. 237. HHUS/HGUS See Hanger Options infomlatxln on pp.121-123. HHUS — Sloped and/or Skewed Seat HHUS hvlgers can be skewed to a maximum of 45' and/or sloped to a maximum of 45' For skew only, maximum allowable download is 0.85 of the table bad For sloped only or sloped aril skewed hangers, the malernum allowable download is 0.65 of 1he table bad UptM bads for sloped/skewed conditions are 0.72 of the table k1ad, not to exceed 2.475 lb. The joist must be bevel -cut to allow for double shear nailing HGUS — Skewed Seat HGUS hangers can be skewed only to a maximum of 45•. Allowable bads are: HGUS Seat Width Joist Down Load Uplift W < 2' Square cul 0.62 of table bad 0.46 of tattle load W < 2' Bevel cut 0.72 of table bad 0.46 of table load 2" < W < 6' Bevel cut 0.85 of table bad 0.41 of table load 2" < W < 6' Square cut 0.46 of table bed Q41 of table load W > 6' Bevel cut 0.85 of table load 0.41 of table load 236 Acute side bPeulY angle Top View HHUS Hanger Skewed Right Jost must be bevel cut) All!oist nab installed on the outside angle (non -acute side). Face -Mount Hangers These moducls are available with add tional corrosion , These products are approved for instalk; on with the Strong -Dave• profecion. For more intonrmion, we p. l8. SD Connector screw. See pp, 39-40 for more Wormatom I a SIMPSON StrongTie Model No Nun HNeel 6a Dimensions Qn.) Fasteners OF7SP AOomble Leads SPFMF ADowabht Loads Code Rat. W H B MemberMember j160) 100) 1t5) tool Wi6 0) 11160) 100) 115) 160) Double 2x Sizes LUS24.2 Zvi 18 3% 34i 2 4)16d 2)16d 0 DO 910 985 1,250 380 680 1 780 1845 1A70 L11526-2 4%s 18 3% 4% 2 4)15d 4)16d 1.165 1,030 1,180 1,2801 1,625 1A00 830 1.0'0 11.090 1,385 17 L17, FL HHUS26-2 4%, 14 W. 5% 3 14) 16d Q 16d 1,550 2,785 3.155 Zk405l 4265 1XIS 2.390 Z710 2225 3b65 HGUS26-2 444 12 3Y4 5 4 4 M 16d 8)166 2155 4,355 ALM 5.230 5575 IA% 3,750 4.201) 4,5W 4,795 HGU026.2-5O53 514 12 344 5% 4 12) Y' x 3' SDS 4)Y: w T SDS 1.635 5,040 5,565 5,565 5,%5 1.175 3.630 4.005 4.005 4= FL LU528 2 4% 18 3 It 7 2 16d 4)16d 1,165 1,315 1.500 1,625 2A60 1000 1,125 1.285 1,390 1.765 HHUS28-2 6Ms 14 3Y 71/5 3 16d 16d 2,000 4,210 4,770 5,140 6.440 1,720 3.615 4,095 4.415 5,375 17 L17, FL HG11S28.2 6%s 12 3Y4 7VK 4 A 16d 0211611 3.235 7.460 7,460 7,460 7450 2.765 6A15 6.415 6.415 6,415 HGU028-2-SDS3 716 12 3Y4 744 4 ROI L' x 3' SDS 6) Y: x 3' SDS 2.565 7330 7,330 7,330 7330 1.845 5 80 5,280 5.280 5.280 R US210-2 U4 18I 3% 9 2 3) 16d R 16d 1,745 1.830 Z090 2.265 2,870 1,bW 1,%b 1.185 1,935 2.455 HM 10-2 8% 14 3Y4 8h 3 16d 0116d i 5 5,635 6,380 6,880 7,165 3 525 4835 51270 5,380 5,765 17 L17, FL HGUS21D-2 BYIc 12 3W OV4 4 46)16d 16)16d 4095 f00 9.100 9,100 9,100 3,525 7.465 7,730 7,82 1 7825 HGU0210-2-SDS3 9K 12 3Y4 9% 4 281 Y: It 3' SDS 0 Y: x 3" SDS 3.440 7,415 7,415 7.415 7,415 2.475 5 340 5.340 5 340 5 340 R 7nipb 2x Saes HGUS26-3 4% 12 41%, 5'h 4 Rq 16d 3)16d 2,155 4,355 4,875 5,23D 5575 1,855 3,7rr0 4.200 4.5W 4,795 17, L17 FL HGU026-3-SDS4.5 514 12 4'Y4 51h 4 02) %' x 4 W SDS 4)'/.' x 4h' SDS 1,635 5,040 5,165 5,165 5165 1.175 3,630 3,720 3,720 3,720 FL HGUS28-3 6% 12 4% 7K 4 36)16d 12116d 3,235 7,460 7,460 7,460 7.460 2.785 6.415 6,415 6,415 6,415 17,L17FL H00028-3-SDS45 7% 12 4% 7 Y 4 v.' x 4'd SDS 6) Y.' x 4W SD6 2.%5 8,400 9.175 9,175 9.175 I S45 6.050 6.605 6.605 6.605 FL HOW210.3 8% 12 41Y4 9v. 4 46)16d 00l6d 4.095 9,100 9,100 9,100 9,1W 3.525 78Y5 7,825 7825 7,825 17, L17 FL GU0210-3-SDS4.5 91,6 12 4'Y4 9Y. 4 28) Y.' x 4W SDS 0) Y: x 4li SOS 3.440 9.745 9,745 9.745 9,745 2.475 7,015 7.015 7015 7A15 FL HGUS212-3 10% 12 4'Y4 101•. 4 16d l6d 5.045 9,6W 9.600 9AW 9,600 4.335 8,255 8.255 8.255 8.255 17, L17 FL HGUS214-3 12Y1 12 4'Y4 1V,. 4 16d 2)16d - 5,515 10.100 t0.1G010.10010.100 4.745 8.685 8685 8.685 6685 Quadruple 2x Saes 11611S26-4 5% 12 6Y4 5%. 4 W 16d led 2.155 4.355 4875 5,230 5575 12% 17W 4,200 45p0 4.795 R 07, FL H00O26-4-SDS6 5% 12 614 5% 4 12)'/: x 6' SDS 4) Y. x 6" SDS 2.375 5,040 5.165 5.165 5,165 1910 3,630 3.72D 3.720 3.720 FL HMMS-4 7 V. 12 GY4 7Yk 4 136) 16d 12116d 3,235 7.460 7,460 7AG0 7AW 2.765 6.415 6,415 6.415 6,415 17 L17 FL HG11O28-4-SDS6 7% 12 6W 7% 4 2O) v.' x 6' SDS 6) Y.' x 6' SDS 4,020 8,400 8,660 8,860 18,860 2,890 6,050 6.380 16,380 E,380 FL HGUS21D-4 9K 12 6%. 9% 4 l6d 16116d 4,0S5 9.100 9,100 9,100 9.100 3,525 7,825 7.825 1 7825 7,825 17 L17 FL HGW210-4-MU 9111 12 694 944 4 28) Y: x 6' SDS 8) Y: x 6' SCS 4,170 IM26010.26010.26010260 500 7385 7385 7385 7.385 R HGUS212-4 10% 12 6Y4 10% 4 CA 16d R1816d 5,045 9.600 96600 9,5W 9.600 4.335 8.255 8,255 8.255 82% 1117, L17 FL HGUS21a-4 12% 12 6Y4 12Y1 4 66)16d 22)16d 15,515 10,10010.1001000p 10,100 4,745 1 8.685 105 1 8di85 8,685 4x sizes WS46 4% 18 3!4 1 4Y. 1 2 4)16d 4 16d 1.165 1.030 1,180 1,280 1.625 1.000 88D 1.010 1.090 1,385 HGU546 4'A. 12 3% 414 4 16d 16d 7.155 4965 4,875 5,23D 5.575 1,855 3,750 4,200 4,500 4.795 17.1.17, FL HMU546 4Y4 14 3Y/ 5Y4 3 4 16d 6 16d 1.550 2.790 3,160 3470 4,265 1335 2390 2.710 2.825 3,665 HGU04GSDS3 SfS 12 3Y6 4'h 4 1 4.'r3'SDS 4)v: c3"SDS I,G15 5040 5,1G5 5,165 S1Gi 1,175 3G30 3720 3,720 3,720 R. LUS48 4YY 18 344 6% 2 6) l6d 4)16d 1,165 1.315 1,500 1,625 2AGO 1,000 1,125 1,285 1,390 1.765 HUS48 6h[14 354 7 2 l6d 16d t 550 1,595 1,615 1,960 Z470 1,550 1-65 1,555 1,680 2.115 17, L17 FL HHUS48 6h 3Yi 7'A 3 R2)16d 8)160 2.000 4.215 4.770 535D 6.440 1,720 3.615 4.095 4.415 5,535HGUS486743Yi7144IM16d1211663,235 7,460 7.460 7,450 7,460 2785 6,415 6,415 6,415 6415 H00O48-SDS3 7K 3% 61,A 4 RqY.'x3'SDS 6)Y'x3'SDS 2.565 7330 733D 7.330 7330 1,845 5,280 5.280 5,280 5.280 FL LUS410 6Y 3Y4 BY. 2 l6d o l6d 1,745 1,830 2.090 2.265 2,870 1,500 1.565 1,785 1,935 2AS5 HHUS410 8% 5% 9 3 16d 10)16d 3.745 5,640 6.385 6.890 7.165 3A40 4.835 5.48D 5.910 6.165 17. L17, FLHGUS4108'% 3% 914x 4 46)1(id 1ql6d 4,095 9.100 9,100 9.100 9.100 3,525 7,825 7,825 7.825 7.825 HGW41D-SDS3 9K 3% 7_ k 4 28) Y.' x 3' SDS 8)'/.' x 3` SCS 3.440 7.415 7415 7.415 7.415 2.475 5,340 5,340 5,340 340 FL Hl,'US412 10% 12 I S% 10% 4 M 16d q l6d 5A45 9,600 9.600 9,600 9,600 4.335 USS 8.255 18.255 8.255 17 07, FL HGt&14 11% 12 5% 12Kc 4 66)16d R2)t6d 5,515 10.1W T0,100 10A0 10,101) 4745 8.685 8.685 8M5 8685 1. Upth bads have deer increased for wind or earthquake loading With no further unease allowed. Re :uce where other bads govern 2. Wrvi (IeQ is a download rating. 3. Nnnx m heel height tinewn is iebtirod to achieve full table beds. For less than minimum heal freight. see l9c nical bulletin T-C-REDHEEL at stroglie.com. 4. Truss chcrd Goss -gran tension may 1 min allowable basis in, amonfance with ANSVFPI 1-2W7. Simpson Strong -Tie• Connector Selector- Software includes the evaluation of crosn,an tenon n 43 hanger elawable bads. For addilional information contact Se npson Sbmg-T.e. 5. Simpson Sirorg Ter• S'.rong-Drive' SDS Heavy -Duty Connector scraWs are penmxitod to be .stabd ihrpugtr metal muss plates as approved by rho Tess Designer. Drovided the regtriremenls of ANSVfPI 1-2ir: Sections 7.5.3.4 and 9.9.2 are met (pre-dnbng required mrough Ina pl3ae using a max,muun of Ya' butt.. 6. Strong -Drive SDS Heavy -Duty Connector stews that penetrate all pies of the supporting gkder (screws must peretrate a mxnmum of t' into the last truss ply) may also be used to transfer the bac through all the pies of the suoponng girder When Strong -Drive SOS Heavy4DtAy Cornoctor sows do not nt'r ,,'mT,in"pies of the supponng g',rder truss. supplemental Strprq-Dnve SDS Heavy -Duty Corrector : uw,s at the A'xtgerlocations may be roWrod to iranefor de bod to the truss pies nol pe eiralad b7 the face fasteners. as detmri+ed b7 the Cesigm 7. The suppo'Ing gift truss mush have adequate MiCIVes5 to accommodate the screw loniith, so that the screw does net protrude out the back of 7e girder. 3% or 4 W-long Strong -Drive SDS Heavy -Duty Connector screws may be substituted for the longer Strong -Drive SDS Heavy -Duty Connector swWAS with no Toad reduction. 8. Load Davin are based on min mum of 2-ply 2x carryug member for naiad hangers. With 3x carrying members. use f 6d x 2 W nails into the header and 16d commons Into the joist with ro load reduction. With single 2x carrying members, use 10d x 1 W nads into the header and 10d commons into the joist, and reduce the bad to 0.64 of the table value. 9. Nails: 16d a 0.162' die x 314' Ung. See pP- 26-27 for otfw_r nad sizes and information. CL 237 CL 238 Simpson Strong -Tie' Wood ConstwcGon Connectors Face -Mount Truss Hanger The ffrU face -mount truss hanger has nad patterns designed specifically for shallow heel heights, so that fug allowable bads (with minimum nailing) apply to heel heights as low as 3r4'. Minimum and maximum nailing options provide solutions fix varying heel heights and end conditions. Alternate allowable bads are provided for gaps between the end of the truss and the carrying member up to'h' max. to allow for greater construction tolerances (maximum gap for standard alorwable bads is 1W per ASTM D1761 and D7147). See technical bulletin T-'iHANGERGAPS at strongtie.com for more information. Material: 16 gauge Finish: G"n¢ed Installation: Use all specified fasteners; see General Notes Can be installed filling round holes only, or filling round and triangle holes lot maximum values See alternate installation for applications using the HTU26 on a 20 carrying member or F TU28 or HTU210 on a 2x6 carrying member for additional uplift capacity Options: HTU may be skewed up to 67W. See Hanger Options on P. 239 fa allowable bads. Ser engbtecrint; letter L-C-Hi USD at strongtie eom for installawn witth Strong-Drner SD fasteners. Codes: See p.14 for Code Reference Key Chart Wn. heel height per table HTU26 1V.' Typical HTU26 Minimum Nailing Installation h' mac, gap between end of truss and carrying member SIMPSON Strong -Tie Alternate Installation — HTU Installation for HTU28 Installed on Standard Allowable loads 2x6 Carrying Member For'h' maximum gap, (HTU210 similar) use Affernare Allowable Loads.) PF These products we approved fen Instabdon with the Strong-DrW SD Connector sorew. See Pp. 3940 for more Information. Standard Allowable Loads (1/B" Maximum Hanger Gap) Model Na Min. lkd Dimensions (In.) Fasteners DF/SP Allowable Loam ' z •. SPF/HF Allowable Loads Code Ref. W H B CarryingCarried Member Member UPIRI 160) Fbor 100), Shine 115) Roof • 12S) wind 160) Uplill 150) Floor 100) Snow 115) Root 125) wind 160) Single 2x Sixes H7U26 31h 1 % 5T1. 3 A 20)16d 11)10d x 1 h' 730. 2.S40 3,045 3,045 ID45 630 1,920 1,920 1,920 1.920 HTU26 (Min.l 376 1% 534 31A 20)16d 114)10d x 1 V 1.250 7-940 3,200 3.2DO 3.200 1.075 2,015 2.015 2,015 2.015 111U26 (Mall.) 5h 1% 5V* 3'h 20)16d 20) i0d x 1 W 1,555. 2,940 3,340 3,600 4,010 1.335 2,530 2.870 3,095 3,450 17 IIIU20(Min.) 3'A 1% 7tk 314 26)16d 14)10dxIh' 1,235 3.520 3,695 3,895 3,895 1,060 2,920 2,920 2,920 2,920 L17, H71.128 (Ma+.) 7V. 1% 7H6 31A 26)16d 26)10d x 1 h' 2,140 3.620 4,340 4,680 5.435 1.840 3.285 3.730 4.025 4,675 FL H711210 (WTO 374 1% 911s 3'h 32)16d 114110d x l e 1.330 4,355 4,355 4,355 4.355 1,145 3,265 3.265 3,265 3,265 HTU210 Max.) 9'/. t!ti 914 3h 32)160 X4 Oil x IA' 3315 4.705 5,345 . 5.760 5% 2,85D 4.045 4.595 4.955 1 5,155 Double 2x Sizes KFU26-2 (Min.) 314 31Ar 5'/4 31h 20)16d 14)10d 1.515 2,940 1 3.340 3,600 3,910 1 1,305 2.465 2,465 1 2.465 2,465 HTU26-2 (Alax.) 5% We 5'h 3'h 20)16d 20) tool 2,175 2',9 3,3401 3.6( 4.485 1,870 2,530 2,870 3.095 3,855 HTU28.2(Alin) 3'h 3Yr 7lSc 3% 26)166 14)10d 1530 3.620 4,310 4.310 4.310 1,315 3,235 3.235 3.235 3,255 I7. H7U28-2(Max.) 7h 3t4 7y4 3h 26116d 26)10d 3,485 3.620 4,340 4.680 5.850 2,995 3.285 3.730 4.025 5.030 FL FLHTU21p 2 (Mina 3'4 3ak 9Y. 3h 32)16d 14)10d 1;755;':4,705'. 4,415, 4,815 4,815 1.510 3,610 3.610 3.610 3,610 HTU210. 2 (Max.) 91A 3%. 911r 3h 32 16d 32)10d 4JI6, 4,705' 5,345 5.760 7.2W 5,535 4.045 4,595 4.955 6.190 1. The muirnum hanger gaa IS measured between the joist (or truss) and and the .=ryng memow. 2. Mnimum heat heights re4uxed for full table bads are based on a milinum 2/ 12 pith. 3. Upldt has been increased for wind or oanhcMka loading with no further increase allowed; reduce where other bads govern. 4. Wind (161 is a download rating. S. For hanger gape between 1V and W. use the Alternate Allowable Loads. 6. Truss chord moasyra n toins'xtn may Or t Rkiwabb loads in minrmi anae with ANSI' P1 1-2014. Simpson Strong -Tie" CorneCior Selector" Software includes the evak al,on of cross -grain Iensbn in its hanger alowaob bads. For ado4kinal information, conlao Simpson Strong -Tie. 7. Loads shown are based on a minimum 2-ply 2x caming member. For single 2x carrying members. use N 10 (10d x 1 hj nads into the header and reduce the allowable download to 0.70 of the table value, The allowable upldt is 10015 of the tao41 bad. 8 Nalls: 16c a 0.162' dim x 3W big. 1Cd a 0.148- dia. x 3' king. 1 Od x t W = 0.148' d'a. x I W ling. See PP. 26-27 for other nail suns aryl information. UPDATED 04117117 Simpson Strom -Tie= Wood Construction Connectors Face -Mount Truss Hanger (cont.) Pr These products are approved for installation with the Strong -Drive= SD Connector sue%. Seepp. 39-40 for more nforrration. Alternate Installation Table for 2x4 and 2x6 Carrying Member SIMPSON Stroligme Model Na Min. Heel eight Minimum Member Faskners DF/SPAllowableloads SPF/HFAlbwabkloads Code Ref. MembegrCarried Membu 160ft Floor 00) Snow. 115 125) 50) 60) r 10) Srir001 1115125) 160) ind1111. 126 (Min.) 3'A 2) aril 10)16d 14)10d x 1 W92S 1,470 1,670 1,800 2.040 795 1.265 1.435 1,550 1,755 H1U26 ( Max.) 5% 12120 10)16d 10)10d x t'h' 1,310 1.470 1,670 1,800 2.250 1,125 1,265 1,435 1.550 1.935 17, HT52a ( Max.) 7% R12x6 20)16d 26)10d x i'4- 1.970 2.940 3,340 3,600 3.5D5 1.695 2.530 2.870 3,095 3.360 FL FLHTU210 ( MexJ 1 2x6 20)16d 1 OZ 1pd x I W 2.760 2.940 1340 3.600 3.905 2.375 2.530 2.870 3,095 3.360 1. See table above for drneriso ns and add.lional footnotes. 4. Naib: 16d = 0.162' de. x 3 h' long, I0dx1 % = 0.146' dle, x 1 h' king. 2. Mwirnum hanger goo for Oa alternate n nal tion is h'. See pp. 26-27 for other nail Sixes and information. 3. Wnd (16L7 is a downbao rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) MOOCI No. Min Height Dimensions ( in.) W H 8 Fasteners Carrying Carried Member Member DF/ SP Ally irraWLoadff ' Uplift Floor Snow Root Wind 160) ( 100) (115) (125) (150) SPF/ NF Allowable Loads Uplift Floor Snow Roof Wind 160) ( 100) (115) (125) (160) Gods Ref. Single 2x Sires H1U268 3h 14i 5% 3h 20)1Gd p1)10dr11/5' 670 Z,/35 2,rib 2,/35 2,735 515 1,125 1,125 1,/25 1,725 HTU26 ( Lin.) 3% 1% 514 3'4 1 Id 14) lOd x 1'4- 1.175 2,940 3,100 3,100 UDO 1,010 1.955 1.955 1,955 1,955 HTU26 ( Max.) b"i 11i 5Y. 4 h50 16d 20)10d x I 1,215 2,940 3,340 1600 3,760 1,045 2.370 Z370 2.370 2.370 17 HTU28 ( Mil.) 3h 1% 71f. 31h 26)16d 14) 10d x 1'4' 1.125 3.770 3.770 3.770 3,770 1 970 2,825 2.825 2,825 2,825 L17, HTU28 ( Max.) 71/. 1% 7%. 3% 26)16d 26)10d x 1 h- 1.920 3,820 4,340 4,680 5,015 1 1,695 3.285 3.730 3.765 3.765 FL HTU210 ( boa) 3% 1 % 9104 3 h TIM 16d 14)10d x 1 hr 1.250 3.600 SSW 3,600 3,600 1 ),075 2.700 2.700 2,700 2,700 HTU210 ( Max.) 9% 111 9111 316 32)16d 32)10d x 1'h' 3,255 4.705 5,020 1 5,020 5.020 1 2,800 5,765 3,765 3,765 3.765 Double 2x Sizes HTU26- 2 (Min.) 3'4 341. 5% 3h 20)16d 14)10d 1.515 2,940 3.3W 3.500 3.501) 1 1.305 2.205 2,205 2.205 2.205 HTU26- 2(Max.) 5'h 314. 5% 1 31h 20)16d 20)10d 1,910 2940 3,340 3500 3,500 1.645 2,205 2.205 2,205 2.205 HIU28- 2(Wn.) 3h 31$ 7N. 3h 26)16d 14)10d 1,490 3.820 3,98U 3,980 3,980 1 1,280 2,985 2,985 2.985 2,985 17, HTU2M 7'/. i%. 7)L 314 26)16d 26)10d 3,035 3,820 4,340 4,680 5.555 2.610 3,285 3,730 4,025 4,165 07. rL FLHTU2 3'A 3. 9N. 3h 32 16d 04)10d 1,755 4,255 4,255 4.255 4,255 1.510 3,190 3.190 3.190 3,190 HTt2 9Y. 3ik 914. 3h d2)16d 2) toil 3,855 4.705 5.3a5 5 760 6.470 3.315 4,045 4,595 4,855 4,855 See : able footnotes on p. 238. Options: See Hanger Options information on pp. 121-123. Skewed Seat SAewable up t0 67'h•. Available in single and 2-111y size. No bevel out required. Allowable Loads for Skewed HTU Hangers Model Skew Angle Fasteners DFL/SP Allowable Loads" HF/SPF Allowable toads" Na Degree) Carrying Carried Uplift Download UP6H Download Member Member 1331160) (100/115M25) 1331160) (100/115/12S) HT U26 51 2O)1lid 14 10d x 1 h' 1,315 2.945 1,130 2,530 51- 67 h 16d 21100 x 1 h' 970 2.595 835 Z,230 HTU28 51 2 16d 20)10d x I W 2,015 3.060 1.730 2,630 51- 67h 16d 17) IDd x l W 1,45b 2.815 1 11280 2.420 H I U210 51 l6d toil x 1 h' 2.715 3.175 2,335 2.730 St- 67h 32)16d 22)10d.1 h• 2.005 3.040 1.725 2.615 HIU26. 2 51 20)16d 14) 10d 1.335 2,555 1,145 2.200 51. 67114 RM 16d 2) 10d 1,110 2.700 9S5 2,320 HTU28- 2 51 26)16d 20)10d 2.470 3,890 2,120 3,345 51. 67A l6d 10d 1,71D 3.775 1.470 1 3.245 H1U210 2 51 32 16d 6) lOd 3,600 4.935 3,100 0,245 51- 67h 3Z 6d 22)10d 2.255 4,790r: 1,040 4,120 1. UUUt bads lava bleerr viri etl for wid or 3. Maldnum tovjw gap between end of just (buss) and face of ewthquake kladrg vAth no further noruse earryrng member is h'. alkwed. Reduce where other beds govern. 4. Nails: 1 Go = 0.162' da x 3 h' long, 1 Odx t'h = 0.148' da. x 11V long, 2. Allowable downbads may not be irweased 10d = 0.148' da x 3' long. See pp. 26-27 for other nad sizes and information. Lange A" AGO flange • side 0' Spedty angle Top View HTU Hanger Skewed Right < 51 • sin angle 51• tb6; Top View HTU Hanger Skewed Right a 511 t9 CL 239 R O Simpson Strong -Tie' /ood Construction Connectors Adjustable Truss Hangers This product b preferable to similar connectors because of a) easier installation, b) higher bads, e) lower installed coat, or a combination of these features. The THA series have extra long straps that can be field -formed to give height adtustabldy and lop flange hanger convenience. THA hangers can be installed as top flange or face-mounl hangers. THA4x and THAZx-2 models feature a dense nal pattern in the straps, which provides more installation options and allows for easy top flange installation. Material: See table Finish: Galvanized. Some products available h, ZMAX• coating; see Corrosion Information, pp. 15-1& Installation: Use all shed fasteners; see General Notes. The following installation methods may be used: Top Flange Installation — The straps must be field formed over the header - see table for minimum top flange requirements. Install top and face nails according to the tablo. Top nails shag not be within r/: from the edge of the top flange members. For the THA29. nails used for joist attachment must be driven at an arngle su that Iley penetrate through tine collie, of tine joist arxd into the header. For all other top flange installations, straghden the double shear nailing tabs and install the nails straight into the joist. Face Mount Installation — Instal all face nails according to the table. Not all nad holes wig be ldled on a1 models. On models where there are more nad holes than required• the lowest four face holes must be filed. Nails used for the joist attachment must be driven at an angle so that then penetrate Uuough the owner of the joist into the header. Alternate Installation — The THA 4x hangers may be installed n a top flange configuration using the tabulated fasteners for lace -mount installation and achieve the face -mound installation bads. Instal the tabulated face nags into the face and top of the carrying member. Nails used for the joist attachment must be driven at an angle so that they penetrate through the correr of the joist into the header. Uplift — Lowest face nails must be filled to achieve upIM loads. Options: THA hangers available with the hoador flangos turned in for 3W (except 7HA413) and larger, with no bad reduction - order THAC hanger. Codes: See p.14 for Code Reference Key Chan I Ila[17t i h'IorTm4zNTMAW? GrTHAC422 r•r,,:zt b• a41MMNri O 6THA418 Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation of THA422 Doubts -Shear ( Donne Double-Shew Double- Nailing Nailing Side vow shown Side View. (Available on Na lingn • Do not I • sorne modals)) TOP View " bend lab U.S. Patent 5.603,580I - Double 4r1- Use IrA tide value Sln* 4nt2-' See loolnete 3 SIMPSON StrongTie O c e W fry. 6THA29 2 two rats 7otaq 4 top nails 1014 double Our nailing tabs and instal rwk stra'ghl Typical THA422 Top Flange Installation on a 4x2 Floor Truss Typical THA29 Face Mount Installation Typical THA29 Top Flange Installation 10 to 6 W min. header depth 229 Simpson S!rong-Le= I'lood Constnic!ion Connectors Adjustable Truss Hangers (cont.) These prooucts are evadable w-,h additional corrosion Drolow on. For more information, see p.18. a 0 a 230 SIMPSON StrongTie Model Na Ga. Dimensions (in.) Yin.' Top Flange Min. Header Depth Fasteners DF/SP AOswablo loads SPFIHF Allowable Loads Code Ret. TH flC Carrying Member Carried Pemba Uplift 160) Floor 100) Snow 1115) Root 125) Wind 160) Uplift 160) Floor 100) Snow 115) Root 125) Wind 160) Top Face Straight Slant Top -Flange brsUllalion° THA29 18 1% 9'Ys 5'h 2Ys 4)106 4) IN 4)10d 560 2,260 2,310 2,350 2,350 480 1,740 1.785 1,815 1.215 THA213 18 1% 13Y6 51A 1'A 4)10d 2)10d 4)10d x 1 W 1.615 1.615 1,615 1,615 1,280 1.280 1,280 1.280 THA218 18 1% 17V4 5% 2 4)10d 2)10d 4)10d x 1 W 1,615 1,615 1,615 1.615 1,280 1,280 1,280 1,280 THA218-2 16 31.6 171104 8 2 4)16d 2) l6d 5)10d 2.245 2,245 2.245 2,245 1.935 1,935 1,935 1.935 18, L15, THA222-2 6 311k 2234 8 2 4)16d 114 16d 6)10d 2.245 2,245 2,245 2,245 1.935 1.935 1,935 1,935 FL THA413 18 3% 13'4 4' 1'h 4) 10d 2)10d 4)10d 1,615 1,615 1,615 1,615 1.280 1.280 1,280 1,280 THA418 16 3% 17% 7A 2 4)16d 2)16d 6)10d 2.245 2.245 2.245 2,245 1,935 1.935 1.935 1,935 THA422 16 3% 22 7A 2 4) 16d 2) 16d 6)10d 2,245 2.245 2.245 2,245 1,935 1.935 1,935 1,935 THA426 14 3% 26 71A 2 4)16d 4)16d 6)16d 2.435 2.435 2.435 2.435 2,095 2,095 2,095 2,095 FL THA422-2 14 714 22% W. 2 4)16d 4)16d 6)16d 3.330 3.330 3.330 3,330 2,865 2,865 2,865 2,865 FL,170 THA426.2 14 7Y. 2611% 9% 2 4)16d 4)16d 6)16d 3,330 3,330 3.330 3= 2,865 2,865 2.865 2.865 FL,170 Face -Mount Installation' THA29 18 1% 9% 514 91% 16)10d 4)10d 560 2,125 2,310 2.350 2,350 480 1,740 1,785 1,815 1,815 THA213 18 1% 1344 516 1334 14)10d 4) 10d 1.170 1,955 2.020 2.1165 6,065 780 1,680 i,i35 1,775 1,775 THA218 18 1% 1744 5'h 1711c 18)10d 4) 10d 1.170 1,555 2020 2,411rz 2.0651 780 I.r.% 1.735 1,775 1.775 THA218-2 16 31b 17% 8 1454 22) l6d 6)16d 1.855 3,695 3,695 3,69513.695 1.595 3.185 3.185 3.185 3.185 la, L15. THA222-2 16 31A 22i14 8 104 22) t6d 6)16d 1.855 3,695 3,695 3,695 3,695 1,595 3,185 3,IRS 3,185 3,185 FL THA413 18 3% 1314 4% 13% 14)106 4)1Dd 1.170 1,940 2,235 2.400 2.400 780 1,660 1,910 2,075 2,210 THA418 16 3% 17% 74 1414. 22)16d 6) l6d 1.855 3.695 3,695 3,695 3.695 1,595 3,185 3.185 3.185 3.185 THA422 16 3% 27 1% 1414 72)16d 6)160 1.855 3,695 3.695 3.695 3.695 1.595 3,185 3.185 3.185 3.185 THA426 14 3% 26 7% 16Y6 30)16d 6)160 1.855 4,480 4,4110 4,480 4,4aO 1,595 3,855 3.855 3,855 3.6P15 FL THA422.2 14 71A 221r4 W 1614 30)16d 6)16d 1,855 5.160 5,520 5,520 5,520 1595 4,440 4,745 4,745 4.745 FL,170 THA426. 2. 14 7'/. 26Yr 91% 18 38)16d 6)16d 1.855 5,520 5,520 5,570 5,520 1,595 4.745 4,745 4,745 4.745 FL,170 1, Upl ft has bee+ ,ncremsed 60% for wnd or earthquake loading with no h1Mer increase allowed: reduce where other bads govern. 2. And (160) 4 a download rating. 3. For sngb 4x2 top Chord carrying memoes or single 2x naders. the following TMA hangers can be installed using 10d x I A' top naffs and (2) fact lace nab with reduced allowable bads as nosed: THA4 t8lTtA4i7.. 1,415 Ia. for DF/SP, 1.215 b. for SPF: THA426. 2,245 lb. for DF/SP. I AM to. for SPF; TFw422. 2/THA426-2: 2,345 to. for DF/SP, 2,015 b. for SPF. Loads are baser on hanger installations at panel points. 4. Face-mo ni installation bads are be on minimum of 21* 2x tarrying member. For srrgb 2c camft mornbers, use I Od x 1 A' nab into the ca,*V member and LaW/ated faSterpa into the carried member, anc use 0.80 of the Iaole value for 18 gauge, and 0.68 of the table value br 16 gauge and 14 gauge, 5. Mn, Top Flange rafora t0 the rninirtum longth OI 6trep that must be fieltl formad Over the header. G. For the THA 2x modals. One strap may be installed veniraD/ atcordrg to the face mount nadng requirements anc the other strap wrapped over the truss chord according to the for Mange :wtr1g requirements (see drawing on P. 229) ano achieve full tabulated top %ngo installation bads. 7. Nails: 16d = 0.162' die x 3 W brig, 10d = 0.148' dia x S long, 10d x 1.4' = 0.148' dia. x 114' ". See pp. 26-27 for other nad sizes and ntcrmalion. THAR/L422 Skewed Truss Hangers Designed for 4tQ floor trusses and 4x beams, the THAR/1-422 has a standard skew of 45•. Straps must be bent I. lop flange installation. PAN nailing helps eliminate splitting of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners: see General Notes Straps must be field -formed over the header a minimum of 2'h• Minimum and maximum nailing configurations available — see table for nailing requirements Codes: See p.14 for Code reference Key Chart THAL422 SIMPSON StrougTie ' Typical THAL4221nstallatlon with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord y. •: ModEl Dlmenslorm;-'MIn.,ToD m.) Ctiuid'on rEftec F t n _- 85 a ens .. OF P AIIDwabk loads M SP,FlHF Abwabk•Loats r^':-r`'='H ti s Codei,•. l Merribe rd a'h. Mlpimtier:g Na_: ti cf` RY i .Carrymg arryfng . ic.w i• •• a CarrieO am..4sar.ur.• uplift Flpor Snow Root Uplftl lFbar• Snow, 1151` j Ro' o f, i, ri 7 TODT:;:FacE.;Straight y++ tay; y w4• K Slarit aFSn.r moo' HC' Jla IAEmDa y 16g) (100) (115) (125) 150) 100)i 1T5): 7 W rr 10d( x 1 h' 1pd x t h' 10d(x 1 h' 10d(r 1'h• 880 880 880 4x 2 Singl 0 nxn. 755 755 755 TMARlL422 Min.) 16 3% 22% 8 18, Doubb9b12R) 1,525 1,525 1.525 1,315 1.315 1.315 4x2 4)10d 2)10d 1)10d lOd x t'h' L15 . FL 121A901,090 LOW— 935 935 935 THA 1AL42 Z, i.t6)",3%.22rA''8; s_ Y 7, DaifEle i 1,i•9min.:; t•.•• r, • N). t0y 8)'tOd., f.^ 4 : 1j.tOdt. IC (2) • f tOd. x-t%i• 310 1!675 1%75 1.675,265 1$ i1.440.1,4 Otti;940 Max4Y21. Uplift has been inueased for wind or ear.Nuake loWng with rho further increase abwed: reditiee where other bads govem. 2. Roof bnds are 125% of Eocr bads unless 6mifeo by other cetera. Floor loacs may be adlusled for bad durations a cording to ff>a Code provided they do rot exceed those in the roof colurm. 3, Where fhe top of the carried member is flush with the top of the carrying member. lk. t is eqh d to the depth of the caeiac member. Otherwise, Han shall be measured from the top of the bearing Sant to the lop of the carr rg member. 4. Nails'. 10d = 0.148- dia. x 3 big, lod x I a 0.146' du. x 1'h• long. Sad Do. 26-27 for other r•7A s zes and Information. C 241 Simoson Strong -Tie= Arood Construction Connectors Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left-hand hips (al 45-degree skews), and can be installed before or after the hip and jack Can also be used for double (terminal) hips, Material: 14 gauge Finish: Gahenized Installation: Use all specified fasteners; see General Notes. M multiple members must be fastened together to act as a single unit. Shall be attached to a double girder truss to allow for required minimum nad penetration. See footnote 3. Options: These hangars cannot be modified Codes: See p• 14 for Code Reference Key Chart Top View Left -Hand Hip Installation THJA26 r rwar poill, Top View Right -Hand Hip Installation SIMPSON Typical THJA26 Installation N Top View Terminal Hip without Center Common Jack sM ael ^ jy I Fasteners ''' cCarry' Ingo ,) ; p i'? Member`. r, d1 aMemUer= f Ky r DF/SApowabklo Wind* 160)yl 3PFJHiAltmM4ble;l ads. UDIUt. }Fbm' 160) 1 (101q+ I Snow Root; gWind'' Iris)'. (125) 1J160)` lode.' tRil.' UDUfI A Floor tOW Snow 1 Rool 1'tS) THJA26 20) 16d 6)10d r 1 h' 4)10d x 1 A'°1i0x Kp 720 2.010 2.310 2,450 2,450 590 1,7•10 2,000 2,100 2,100 6/0 i70r 81 795 58J' 670 700 00IFLTotal9602.680 3.0801. 3,265 795 2,320 2,670 2.800 2.800 1. UpEt bads have been increased for wnd or earthqua<e loading watt no further increase allowed, rec uco where ether b3M govern 2. WuYJ (160) Is a download ra:rg. 3. Loads shown are based on a minimum (2) 2x6 carrying ^ember. For single 2x carryrtg members (min. 2x6). use 1 od x 1 %' nab and use 0.67 of the table value, For (2) 2x4 carrying members, miuMpy the download by 0.50. 4.16d sinkers (D.148' i ia. x 3Y.' long) may be substituted for :he specified 16d commons at 0.B5 of the table bad S. Tabublod hip and jack abw4ble bads assume that 75% of the total load is d stn'bulod to the hip and 25% to the jack. It pepmaled to disinbute 65% to 85% of the tabub:od total load to the hip, and the rmrnaxwhg percentage of total bad to the jack. The combined hip and jack bad rimy not exceed the publ shed Total Load. 6. For terminal hips, divide the total aDowatle bad by 2 to determine the abwazte bad for each hip. 7. Titus chord cross -grain tonsion may, lrrx: allowable loads in a=rdanco with ANSVrpI 1 22014. Simpson Seorg-To• Connector Selector` software includes ihri evaluation of cross -gran tonsion n its hanger allowable bans. For adWuonal information, contact Simpson Strong7ie, 8. Natb: 16d = M162' oa x 3'h' long, 10d x t h' = 0048' da. x 1'h' long. See pp. 26-27 for other nad sixes and information, t17 247 r VALLEY FRAMING 8, BRACING DETAIL Lumber Size and Grade Minumum Reauirements This drawing applies to vanoys with the following conditions: Spans (distance between heals) 4W-V or Was Vudmum valley height 14'•0' maelmurn mean'roof height: so Mt ASCE 749,140 mph, Enclosed. Cat 14 Eep 0, t=3A, W-1.0 Of A Maslmum of ASCE 7-10, 190 mph, Enclosed, Enp 0, a9tel.0 4natati oloclung Unger gRar a analpom gm nit. ales. Instag blictdng under 40pploo N Mpple$ fall between lo"r tone top ehords and lalenl Orating Is not iwd. Apply all na6ing 1n rsrp accordancetoeurntNOSutrsm411W Nag am common win nails unless no(ed OthervMe. Vr1RWQW CAR NO rRiev ALL NFM ON TM WAYM ggNwrt- FUNM nit WAVING TO ILL 4nrrgrel6K•a03naG n[ han"Lm3 r.. arw n4WWr .•Own a ti Nb ."_ Mho, Nana. 11 vmY'de W14 Ise•. er44•. rd— r Kid Ogre cww w 1rr•rr M!! Ol' •mom LCAI ar•R , 0 M 4 M"!are'O wr not l•na ear•arr w war .u'ewrl 1C." Ma.gg a a .. •w.. lr. % j w 4O wrN1r••eware ra•.,eOrOt r ft,.4 .,r •.gO s.1 •..• . rwwtr • w4 W r amrs s t•etw •+w. ti e• .onwa t.e...t roar tityr nnl rOwOrO•ti0 M•nr4 R.r Rb rKnra all, A r N0. a .aplb.Yr. Mq.r• /r.•• a r•i Q « fftrtiNdewmur- .ar.. W a 0. Ji.t OrWr. YMr w..N eVnr.lrw i arrr 1. ea.rmRr lfM•i rr n.r•NM al•4 grrhwiL rnp•r. • 4nm• « m y r OwOrwmb k w wet w opal• rr 4.w.! AN feWCDh4MNY a6 w.p, rp r.Ywe b MaJ an tiia n ar M,wKt .roll Y6VIn L r /r waft M'N r•Y w •le. em.a,a r .Rai• I.0/ 4rlaa oar evrala tiaa..l .aaro•w.v « wreamel drl. 1 ti .rows = wrWr.r me w. l tam «.till wow .•+.. v .. awaasnr a&v o..t..r e.• rraa/os 1 trs 4gv,p Ms /Varir .wwp..n.iMl Ra m to.VTY RCA w.4f W •rr Wr wR M.Iw tlllWrF es ...avw..•e No.70861 ";• STATE OF OR104=•G c1 C' s/ONn E TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ipples 4'. 0" for 30 paf"Ind 20 psi (TD) Mae. e tiw crippol far each tow starting from the vapors or sleepers working Inward t6 Ole ridge board so that cripple locations are gored between rows. Ty 0) innection Requirement Notes 2e6 iafteri to rWss 4 16d tob•nalb. Crippleto ridge 4 16d tlhomab Cripple to rafter 416d tot•nalb 1-11816d face - nulls Rafter to sleeper orbloddng 516d1oenalb Ratter to too 2e6 13s4pen• 4164 toe•nilb Sleeper toOwl; 4' alltoo•naes Twa 2a6 sleepers to truss 316d toe -nulls each sleeper & truss Ridge boitrd to root block 416d tos-noes Ridge board to truss 416d toemlls Pusan to (Typ) 3 164 toe+anls Tani to bbckbll 416d toe•nalb Truss to cripple 416d too -flags Truss to cripple 416d too MI111 Cripple to pavan 316d toe -nails Collar beam to after 416d tog•nalb E:16d (0. 162-las-) COMMON RAILS r (A) I( B) (••) T(; LL 20 30 40 54 TC OL 10 20 7 7 BC DL 0 0 0 0 BC LL 0 0 0 0 TOT. LD.30 60 47 61 DUEL. FAC. 1. 25/1.15 SPACING SEE ABOVE REF VALLEY FRAMING DATE 10/01/ 14 DRWG VACNV180101S Cracked or Broken Member Repair Detail Load Duration = 0% M—kor fnrces may be Increased for Duration of Load This drawing specifies repairs for a truss with broken chord or web member. This design Is valid only for single ply trusses with 2x4 or2x6brokenmembers. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss nonufecturer for any repairs that do not comply with this detall. B) - Damaged arve, l2' max length of damaged section U IN Minimum na0ing distance on each side of damaged area (8) S) = Two 2x4 or two 2x6 side members, sane sl:v, grade, and sPPvcles as damaged member. Apply one scab per face. Mlrlinum side member, lengths) = (2xL) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members using two (2) rows at 4' o.c., rows stagggered. Noll Into 2x6 members using three (3) rows at 4 o.c., rows staggered. Nall using 10d box or, gun na4s (0.12810', min) Into each side member. The maximum permitted lumber grade for use with thisdetailIsUnitedtoVisualgrade41andMSRgrade1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tle-In loads. 3 L L 4' o c Typlcat O + 0 + 0 + O 0 + O + 0 + 0 + 1 2' F-- Stagger Back Face 10d Box (0.120' x 3', min) Nails, Front Face 2x6 Member - TrIpte Raww Stoogere, Maximum Member Axial Force Size L SPF-C HF DF-L SYP 2x4 12' 620# 635# 730# 600# qOnty 2x4 18, 975# 1055# 1295# 14150 2x4 24, 975# 1055# 1495# 1745# 2x6 1465# 1585# 2245# 2620# 2x4 30' 1910# 19600 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 29754 3045# 3505# 3835# Web or Chord 2x6 43950 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chordl 2x6 5165# 5280# 1 6095# 6660# Nail Spacing Detail vNY01?. w Llv tauav ILL am a MS 3uww WW*ff. FULIM IM MVea TO ALL COO4Citl7 011Maf, TK INTILLM imtlN/ r.44'...%n .. M f.Iri004 nud O. , N.N .w byc e 4/•. N M few tlw NN.a •eaw..I KS, Odaaw T•'wa•"1 NI.y. IrNI'iwttYa it »I w 31W r•...e•t•, InnctlC.I Mir N 0.4-4.3 w.• ..wca..a Wt.Y•rs .NY Iw1r N.IWry WO a Pr 3f8 W. ,wW wuwr.W. Nw NOM IN.Y Mw Oro.ItY .at.dw! .btcW+l IL/wwa W a.Na, Oi Awa Irt• . ww.rb' Hrclw Uo.Wn .Nw+ Ir p—"a.(1~61nA•.tit ./ . 0 Ywa M•• trwrso Iwt.YN a.• i{ wclfwl. R 17 .. m4 u v.00YYmM.. /aNs N N01 IN wf bwu .M N .tw." W...M wn w JeM 31NN. o roa wrI•r N M.Fi NMNf Nr .Nnfv1 WN P.N AW-.. d Wn ./ IrV W6w CaMn.^N Gam Iwr. Wa .mot Yc "R—, - . - h.'Yaa 1 AN nW OWFAM Vi •—bo •q f.tw tI iJJ W b++. M w^Iv.w,w• •IM Ma1Rm 4 I.r tiw •I 11I N3.tb. a a,wd.I M tN.NL w• .,.a.a Nlc.tn .a<4Niw. N I1Aw p—"" w an tla, w.H .r s«.r f wiW PWctwtrwrwttxwweMw/ w er« o..irwr ni..lm...l o,h. wW' rs w.r. M— V.n w• W. ka'• prrnrl .N. .ay• w t1w.• .•a /1.n E"GIV.11agYft ALFM • 4totwhv Cwa T/a •••tI wtww DCN ••...aA.Ytryarp IW •.•1CiwI•ary L REF MEMBER REPAIR DATE 10/01/14 13RWG REPCHRD1014 24.0' MA T 1 S 0: SIC7Nl NG "{!! 111 RECOMMENDED SHORING DETAIL ram '.- 11 I SUBFLOOR-UNOERLA'YMENT 7 2) -2X6 HEAOER POSTS @ 4'0" O.C. NOTE: IF PALLETS OFyCON STRUCTTON MATERIAL WEIGHING MORE THAN 5000 ARE TO BE PLACEO,ON FLOOR TRUSSES. SHORING IS AEOUIREO. M CONCENTRATEO LOAO.OUE TO•UPPER-FLOOR CONSTRUCTION MATERIAL. PROVIOE 2'0' CLEARANCE'ON"ALL.SIOES'OF A PALLET. MAXIMUM HEIGHT PER PALLET IS 20000. LOAO MUST BE SPREAD OVER AT LEAST 2-TRUSSES.- NOTE: SEE APPROPRIATE ALPINE ORANING:FOA LUMBER. PLATES AND OTHER DATA NOT SHOWN MERE. Duildine Malcrial 1Vls. NOTE: SHORING MATERIAL AND LABOR 1/ 1" sum bd. a 2.t sf/ 112" la cr. TO -INSTALL ANO TO R NPpLI THIS gypsum V 9 , MATERIAL'IS.TO BE SUPPLIED 9' plum bd. - 2.8 Psf I'SI8' faro -BY THE CONTRACTOR. n I 8" cbar- block a GO pif / 8" Idycr- masonrybrisk- 33psf/4".layer;: 2- 0- 0 0 - 7 0 M IN I'MUM T 2000#' 4X4 OR ('2).-2X4X4 '' 0". UNOEA TRUSSES WHEN::SHORING YS REOUTAE0.- o 91 AP IttY. '712.719"J CLEAR SPAN - P T P— A. PINE. SCALE Ngff. F DETAIL 0 0 0 0 o v 1v o _ c .a OATS 05/0 /96 v v o v ®® ss r r MMoms// r is //'' Yr ORM 11C12396074 o ALPIN v ifecvmmen ed 47"Or/ll Vet v- c C= ' TRUSS 0 o v v•—, o I Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 ALPINE alp neitw.com755 6001ALPINEY Site Information: ustomer.• Carpenter Contractors of America Job Number. N330072 bDescription: TEEN BUILDER ,9A6/9A7 ,213MC/213TC ,RA01 ddress: I City, State, Zip: Name, Address and License # of Structural FOR if one exists for the building: Name: License #: Address: City, State, Zip: Job Engineering Criteria: _ Design Code. FBC 6th Edition (2017) State: View Version: 17.02.02.1213.21 JRef #: 1 W 9M89750142 Whd Standard ASCE7_10 Wind Speed (mph): 150 I Roof Load (psO: 20.00-10.00- 0.00- Floor Load (psO: 40.00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 47 truss drawings and 4 details. Item Seal # Truss 1 086.18.1218.39687 Al 3 086.18.1218.39217 A3 5 086,18,1218.38281 A5G 7 086.18.1218.38172 B2 9 086.18.1218.40059 BGE 11 086.18,1218,38920 C1 13 086.18.1218,38452 C3 15 08618.1218.40044 D1 17 086.18.1218.40029 DGE 19 08618.1218.39467 MV6 21 086.18 1218 39468 MV2 23 086.18.1218.38780 FG1 25 086.18.1218.39951 FG5 27 086.181218.39795 FG4 29 086.18.1218.38421 HJ3 31 086.18,1218.39935 EJ3G 33 086.18.1218.39701 CJ3 35 086,18.1218.39186 FT1GE Item Seal # Truss 2 086.18.1218.39375 A2 4 086.18.1218.39154 A4 6 086.18.1218.39466 A6G 8 086.18.1218.39888 BIG 10 086.18.1218 38827 B3 12 086.18,1218.39483 C2 14 086.18.1218.39779 C4G 16 086.18.1218.40028 D2 18 086.18.1218.39310 MG7 20 086.18.1218.39201 MW 22 086.18.1218.39934 M1 24 086.18.1218.39124 FG2 26 086.18.1218 39622 FG3 28 086.18.1218.38499 HJ7 30 086.18.1218.39778 ER 32 086.18,1218.37984 CJ5 34 086.18.1218.Qrj CJM ^ ty1ecronica 36 086.18.1218.3tti a Di3eer Sipnrtan, PrintedcopiesWih7ulanoriOinalsiDneturemust n xo a •: been a moevereo usinq me onginai Fearona version. _ 0 •,GE N c • No.708fii STATE OF f r 4 ORIOef ,? ONAL 03/27/2018 Florida Certificate of Product Approval #FL1999 Printed 3/27/2018 1 25,59 PM Alpine, an ITW Company 2400 Lake Orange Dr., Suite 150 Orlando, FL 32837 Phone- 6001ALPINEalpneitw.corn Site Information: Customer. Carpenter Contractors of America Job Number. N330072 JobDescription: TEEN BUILDER ,9A6/9A7 ,213MC/213TC ,RA01 Address. City, State, Zip: Item Seal # Truss 37 086.18.1218.37767 FT3 39 086.18.1218.38733 FT4A 41 086.181218.38967 FT6 43 086.18.1218.38125 FT8 45 086 18.1218.39685 FT10 47 086.18,1218.38998 FT13 Item Seal # Truss 38 086.18.1218,39108 FT4 40 086.18.1218.37985 FT5GE 42 086.18.1218.39702 FT7 44 086.18.1218,39373 FT9 46 086.18.1218.38062 FT11 this dacoment has been etectrorically igay.A usinD a M311al 5ignXhire. Prin" copies without an original signature mull be verWied osingthe original elecli.. version. _ ti 7d861No STATE OF 4 tE;•:c ORMt- . All NAt 03/2W20t8 Florida Certificate of Product Approval #FL1999 Printed 3/27/2018 1:25.59 PM Job Number. N330072 I Ply: 1 I SEON: 40355 / T5 COMNI Cust. R8975 JRef: 1W9MB9750142 TEEN BUILDER Oly: 6 FROM: JJP DrwNo: 086.18.1218.39687 Truss Label: At KD / WHK 03/27/2018 Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 BCLL: 000 BCDL' 1000 Des Ld' 4700 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 1 10"9 15, 271-7 30' T70-9 1 71117 + T7-7 Tlo"9 114XD6 30' 1' T9-4 TTt2 T2-12 T9-4 _r I. T9-4 15' 27Y72 + 30 --- — Wind Criteria Wind Sid: ASCE 7.10 Speed: 150 mph Enclosure: Closed Risk Category' II EXP. C Mean Height: 23.91 ft TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist. h/2 to h C&C Dist a: 3.00 it Loc from endwall• not in 9 00 it GCpi' 0 le Wind Duration: 1.60 Lumber Value Set' 13B (Effective 6/112013) Top chord 20 SP #2 N Dot chord 2x4 SP #2 N Webs 20 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0 113"x2.5",min.) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (129.121 in PSF) Pg: NA Cl: NA CAT: W Pi: NA Ce: NA Lu. NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Sid: 2014 Rep Factors Used. Yes FT/RT'20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.1001 999 360 VERT(TL)' 0.383 1 999 240 HORZ(LL)' 0 045 H - HORZ(TL)' 0 110 H Creep Factor: 2.0 Max TC CSI, 0 972 Max BC CSI 0 927 Max Web CSI: 0.417 VIEW Ver 17.02 02A.1213.21 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1543 / 430 / 1027 / . 1287 / 4.0 F 1543 / 430 / 1027 / . / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 2.1 F Min Brg Width Req = 2.1 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp B - C 977 - 2570 D - E 783 -1773 C - D 783 -1773 E - F 977 - 2570 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - J 2192 -720 1 - H 2189 -742 J -1 2189 - 720 H - F 2192 - 742 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-1 413 -822 I-E 413 -822 D - I 935 - 383 Q 1 co ON 19, E 03/27l2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg h ndlingg ship MR, ingtalling,and bracing Refer to and fellow the latest edition of BCSI BuildingComponentStellyInformation, by TPI and SEaiCA) tpi salepty practices prior to perfobracing these functions. Installers shall provide le porar bracing per B SI. Lint ss noted othenvise,top chord shall have properly attached structural shpathing and bottom Milord shall hav a probeattach (Fd rigid ce lin ekocations shown for permanent lateral restralnl6f webs shall have bracng installed per BCSI sections ¢3,7 or B7 as ape Ica e. A y tat s to ach face of truss and position as shown above and on the oln Delatls, unless noted otherwise. Refer to drawings 160A-Zpfgr sPan ard plate positions. ALPINE Alppin a division of ITW BUUitdd11'n CCom nQntS Grpup InC.,sh II not be re pponsiple for an deviation from this dr wing any failure to build theWssinconformancewithANSI`hPI 1 pC for handllrfq shippmo, Inst IIali n and bracing g l russesA real on this drewi 2, or Cover paggeUnity 2400 Lake Orange Dr. listingg this drawing indicates acceptance of prolessionar en sneering reponsibifi solellr or the design shown. The sultabrllty Suite Lake and Ose of this fliawing for any structure is the responsibflll of the Buildng Desigrfer perANSI/TPl 1 SEc.2.150 For more information see thisjob's general notes page and these web sites: ALPINE: www al enwtw cornTPI: www tonst or . SBCA www.sbcindustryxovnt ICC• www iccsafs arg Orlando FL. 32837 Jpb Number: N330072 I Ply 1 I SEON. 40359 / T4 / HIPS I Cust: R R5975 JRet, 1 W9M89750142 TEEN BUILDER Oty' 2 FROM: JRH DrwNo' 086.18.1218 39375 Truss Label: A2 KM / DF 032712018 it 6'9"4 13, 1 T 237" 12 30' 6'9"4 62"12 4' 62"12 6'9"4 4D6 T2 s4E6 317 1' 19 S' S' r19 _1' r + 10' + 15. + 20' + 39 r Loading Criteria (parr) TCLL: 20.00 TCDL: 1700 BCLL: 000 BCDL: 1000 Des Ld: 47.00 NCBCLL' 1000 Soffit. 0.00 Load Duration 1 25 Spacing: 24.0 " Wind Criteria Wind Sid ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23.41 it TCDL' 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist h/2 to h C&C Dist a: 3 00 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 :T2 20 SP #2 N: Bot chord 20 SP 24001-2 OE Webs 20 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg. NA Cl. NA CAT. W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration, NA Code I Misc Criteria Bldg Code: FBC 61h.ed 201 TPI SW: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Dell/CSI Criteria PP Deflection in loc Udell UN VERT(LL) 0.073 J 999 360 VERT(TL)' 0.281 J 999 240 HORZ(LL)' 0.027 1 - - HORZ(TL). 0.066 1 Creep Factor' 2 0 Max TC CSI: 0.451 Max BC CSI: 0.449 Max Web CSI 0.243 VIEW Ver: 17.02.02A.1213.21 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1548 / 433 / 1032/ - 1254 / 4 0 G 1548 / 433 / 1032/ - /- / 4.0 Wind reactions based on MWFRS B Min Big Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings B & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 1058 - 2598 E - F 990 - 2227 C - D 990 -2227 F - G 1057 - 2598 D - E 851 -1642 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 2237 - 612 J -1 1635 - 523 K - J 1635 - 501 I - G 2237 - 840 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 310 .508 E - 1 607 - 243 K - D 607 - 243 I - F 310 - 508 vZo W% OO* - Qr Iq t` ••.•• FCOQQfiNN.G 0 M 7/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fay'cating h ndfn99 shipping installin ) and bracing. , Refer to and fallow the latest edition of BCSI (BuildingfSafeInformation, byY I an 'SEi CA roe sat ty Practices pnor to performing these functions. Installers shall provide temporary BCSI., Unless noted olherwtse,top chord shallave property attached structural sheathing and bottom chord shall hav progenyAidcal. L4ocations shown forpermanent latgi al restr8int bf wsbs shall have braGnc nsl@fled per BC Issections Q3, or 10. e. ADDTY Dlates to each face of truss and Dosition as shown above and on the Joint Details, unless noted otherwise. Refer to any failure to build the I orover pa gn. a sui iltty A IPLNE N111W mUiNf/ 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Jqb Number: N330072 Ply: 1 SEON• 40360 / T3 / HIPS Cusl. RR8975 JRO: 1W9M89750142 TEEN BUILDER Oly' 2 FROM: JRH DrwNo: 086 18.1218.39217 Truss Label: A3 KM / DF 03/27/2018 5' 11 "4 11' 19, 23' 10"2 30' 5' 12 8' 4' 10"2 W V 14 s5XX5 T2 % SE5 30' 1' 10, 10' 10, 1' 10, 20' 30' Loading Criteria (psr) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL. 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Wind Criteria Wind Sid ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height. 22.91 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 61112013) Top chord 2x4 SP #2 N :T2 2x4 SP #1: Bot chord 2x4 SP #1 Webs 2x4 SP #3 :W3 20 SP #2 N. Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun nails(0.113"x2 5",min.) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown Scab reinforcement to be same size• species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. IMPORTANT" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed TPI Sld: 2014 Rep Factors Used- Yes FT/RT:20(0)/10(0) Plate Type(s)- WAVE DefI/CSI Criteria PP Deflection in loc Udell L/# VERT(LL) 0.100 1 999 360 VERT(TL) 0 361 1 999 240 HORZ(LL)- 0.040 1 - - HORZ(TL)- 0 092 1 Creep Factor: 2.0 Max TC CSI: 0.922 Max BC CSI: 0.878 Max Web CSI: 0 210 VIEW Ver: 17.02.02A.1213.21 H ,,,,, le • s 0.7108 1 j ot S T O P. , f• w co d 0, NA10"'o," 03/27/2018 ES ON THIS DRAWINGI ACTORS INCLUDING THE INSTALLERS and bracing Refer to and follow the latest e Maximum Reactions fibs) Loc R I /Rw /Rh /RL /W B 1596 / 671 / 1031 / - 1220 / 4.0 G 1618 1671 /1031/- /- 14.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.9 G Min Brg Width Req = 1.9 Bearings B & G are a rigid surface. Members not listed have forces less than 3750 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp B - C 1137 - 2730 E - F 1031 - 2415 C - D 1026 - 2362 F - G 1130 -2771 D - E 948 -1956 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 2357 - 902 I - G 2390 -892 J-1 1995 -647 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp C - J 285 - 387 E - 1 552 -178 J - D 544 -168 I - F 281 - 378 of from this dr wrn a failure to build the1eallondthr!p dr w Xg or over pa&, fltyAgrtheManPoWn. F1 he su ALPINE any mrN/DyMllf 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Jpb Number: N330072 Ply. 1 SEON: 40361 / T2 / HIPS Cust: R R8975 JRet. 1 W9MB9750142 TEEN BUILDER Oty: 2 FROM: JJP DrwNo' 086.18.1218.39154 Truss Label: A4 KM / DF 03/27/2018 21' i 30 r 6. 9. , 0 C6 a04 T2 =6E 30' 1' 10' i IV 10, 1' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP C Des Ld: 47.00Desd:. D Mean Height: 22.41 ft 00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to W2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi• 0 18 Wind Duration: 1.60 Lumber Value Set, 138 (Effective 61112013) Top chord 20 SP 2400f-2.OE J2 20 SP #2 N: Bot chord 2x4 SP #1 Webs 20 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design IMPORTANT' FURNISH Snow Criteria (Pg,Pt in PSF) Pg: NA Ct, NA CAT: N/ Pt: NA Ce: NA Lu- NA Cs. NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 61h ad TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Detl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.083 D 999 360 VERT(TL): 0.320 D 999 240 HORZ(LL): 0.036 H - - HORZ(rL): 0.087 H Creep Factor: 2.0 Max TC CSI: 0.799 Max BC CSI: 0.855 Max Web CSI: 0.262 VIEW Ver. 17.02.02A.1213.21 a-- H '•r//ry o. cos • S T O • e• w • F COA OVAL NoV,• 03/27/2018 1 THIS DRAWINGI DRS INCLUDING' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1548 / 659 / 1023/ - / 187 / 4 0 F 1548 / 659 / 1023/ - /- / 4 0 Wind reactions based on MWFRS B Min Brg Width Req = 1 8 F Min Brg Width Req = 1 8 Bearings B & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 1024 - 2467 D - E 1043 - 2171 C - D 1044 - 2171 E - F 1024 - 2467 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 0-1 20M - 756 H - F 2080 - 774 I - H 2383 - 886 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-1 517 -124 H -E 517 -124 failure to build the 1 or over pan. fThe sui9 ility ALPINE mmv0orwwr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Jpb Number: N330072 Ply- 1 SEON: 40362 / Tl / HIPS FKM t: RR8975 JRet: 1W9M89750142 TEEN BUILDER Oty: 1 FROM: JRH No: 086.18.1218.38281 Truss Label: A5G I DF 03/272018 3'3" + 7' + 11'2"12 + 15'7"4 + 23' , 30' 3'3" 3'9" 4'2"12 4'4"8 7'4"12 ' 7' 11 as axe a06 1112F4 T2 a8XC8 A. ; 4" j T A 014X8(CS) 6X8 H1014 30' 112X4 1 3X6(C 1) 1' 6'10"4 8'9" 7'6"8 y 6'10"4 1' 6'10'4 15'7"4 23,11,12 30' Loading Criteria (psq Wind Criteria TCLL' 2000 Wind Std: ASCE 7.10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category, II EXP C Des Ld: 47.00 Mean Height, 21.91 ft NCBCLL .00 TCDL' 4.2 psi Soffit: 0.00 BCDL: 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 160 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x6 SP 2400f-2 OE. T3 20 SP 2400f-2.OE: Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :W2 20 SP #2 N: We 2x6 SP #2 N- Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0 113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria Pg: NA CI:NA CAT:NA PP Deflection in loc Uden U# Pf: NA Ce: NA VERT(LL). 0 259 F 999 360 Lu NA Cs: NA VERT(TL) 0.972 F 579 240 Snow Duration: NA HORZ(LL)- 0 060 J - - HORZ(TL): 0143 J Code I Misc Criteria Creep Factor: 2.0 Bldg Code FBC 6th.ed 201 Max TC CSI: 0.974 TPI Std: 2014 Max BC CSI: 0.744 Rep Factors Used, Yes Max Web CSI 0.857 FT/RT-20(0)/10(0) Plate Type(s). VIEW Ver. 17.02.02A.1213.21WAVE, HS Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 pif at -1.00 to 78 plf at 7.00 TC: From 39 plf at 7.00 to 39 pit at 15.60 TC: From 78 plf at 15.60 to 78 plf at 31.00 BC: From 20 pit at 0.00 to 20 pit at 7.05 BC, From 10 pit at 7.05 to 10 plf at 15.60 BC: From 20 pit at 15.60 to 20 plf at 30.00 TC: 436 lb Cone Load at 7,05 TC: 101 lb Conc. Load at 7.06 TC: 237 lb Conc. Load at 9.06,11.06,13.06.15.00 BC, 583 lb Conc. Load at 7.05 BC 136 lb Conc. Load at 9.06,11.06,13.06,15 00 BC, 1498 lb Conc. Load at 15.60 u •r4,. fT y4 o:• S T 0 COA 4r 0NAL EN ,• rrya lWVI 03272018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 3759 11365 / • / - 1- / 4.0 H 3028 /1149 /- /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 31 H Min Brg Width Req = 25 Bearings B & H are a rigid surface. T a 1 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 2753 - 7692 E - F 3366 - 9482 C - D 2635 -7593 F - G 3367 - 9483 D - E 2310 - 6681 G - H 2217 - 5983 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 68M - 2425 K - J 5269 -1931 L - K 8544 -3066 J - H 5275 -1929 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L - D 2414 - 661 F - K 416 - 704 L - E 958 -23W K - G 4642 -1581 E - K 1186 - 380 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fabricatingg h ndlin9 shipping ingtalling.and bracing. , Refer to and follow the latest edition of BCSI (Building t S folly Information, by TPI I. n0 SgCA) t$r safeiv practices prior to performing Ihese functions Installers shall provide temporary BSI.. Unless noted o erwise,top chord shall hove property attached siruclural sheathing and bo tQrr hoed Shall hav a gropelidCeilingLocationsshownforpermanentlateralreslr81ntbfwgbsshallhavebracinginstalledpgrBCIsections ¢3, 7 or 810y e. Apply plates to each face 0 truss and position as shown above and on the JoinrDetails, un ess noted Otherwise Refer to 6OA-Z for standard plate positions. of shall failure to buildthe or Fihe suitability ALPINE rl vi 1, or for n acceptance any structure w mvmwwn 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 lob Number N330072 Ply: 1 SEON: 40363 / T6 / HIPS Cust: RR8975 JRef, 1W9M89750142 TEEN BUILDER Oly: 1 FROM: HMT DrwNo: 086 18 1210 39466 Truss Label: A6G KM / OF 03127/2018 7' 10.1-12 15' 19'10"4 23' 30' 7' 3'1"12 4'10"4 4'10"4 3'1"12 7' fi a6C6 =4XD4 1114E4 T2 =_ 4F4 =6G6 30' T u i7 V 1 1' 6'10"4 3'1"12 5' 5' 3'1"12 6'10"4 1' 6'10"4 10' 15' 20. 23'7"12 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 2000 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 1700 Speed 150 mph Pf: NA Ce NA BCLL: 000 Enclosure: Closed Lu NA Cs NA BCDL: 10.00 Risk Category: II Snow Duration, NA EXP: C Des Ld: 47,00 Mean Height: 21.91 ft NCBCLL: 0.00 TCDL: 4.2 psf Code / Misc Criteria Soffit 000 BCDL 5 0 psf Bldg Code: FBC 6th.ed 201 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Spacing: 24.0 " C&C Dist a 3.00 it Rep Factors Used No Loc. from endwall. NA FT/RT:20(0)/10(0) GCpi 0 18 Plate Type(s): Wind Duration: 1.60 WAVE, 18SS Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.0E -T2 2x6 SP 02 N: Sol chord 20 SP 24001-2.OE Webs 2x4 SP #3 Lt Wedge 2x4 SP 03::Rt Wedge 2x4 SP #3: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. DefI1CS1 Criteria PP Deflection in loc Udell L/# VERT(LL): 0.254 E 999 360 VERT(TL): 0 985 E 575 240 HORZ(LL): 0.077 J - HORZ(TL): 0.188 J Creep Factor. 2.0 Max TC CSI: 0.681 Max BC CSI: 0 621 Max Web CSI: 0 729 VIEW Ver: 17.02.02A.1213.21 Cow- H, o. X08 1 S T O • 4k- COAONAI• E r,• 03/27/2018 Maximum Reactions fibs) Loc R /U /Rw /Rh /RL /W B 3047 / 1238 / - / - / - / 4.0 H 3048 / 1239 / - / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Req = 2.5 H Min Brg Width Req = 2.5 Bearings B & H are a ngid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. B - C 2370 - 5870 E - F 2866 - 7185 C - D 2526 - 6332 F - G 2526 - 6334 D - E 28M - 7185 G - H 2372 - 5872 Maximum Sol Chord Forces Per Ply fibs) Chords Tens.Comp. Chords Tens. Comp B - N 5148 - 2055 L - K 6435 - 2578 N - M 5121 - 2049 K - J 5123 - 2050 M - L 6434 - 2577 J - H 5150 - 2056 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp N - C 643 -146 L - F 922 - 354 C-M 1913 -752 F-K 642 -1252 M - D 643 -1253 K - G 1912 - 751 D - L 924 - 355 G - J 645 .147 E - L 545 - 856 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlingg, shi ping, installing and bracing. , Refer to and follow the latest edition of SCSI (BuddingiSafetyInformation, WWI and SBCA) rOr satety practices prior to perfo ming these functions. Installers shall pprovide temporary BCSI. Unl ss ngted olherwi etop chord shall have proper r attached structural sheathm9 and boll chord a all hav a properly aid ceilin orations showniorDermanent lateral restraint bf w bs shall have braang ins!@fled pfr BGSI sections p3,7 or B7o e. Apply ales to each face or truss and position as shown above and on the om etarls, un ess noted otherwise. Refer to 60A-Z for s ndard plate positions. of not his drpwing aft failure to build the on thr drawiXg or over paLedesignsho9n. 41 he suit ility ALPINE rl rl 1, or for r acceptance any sructure TPI mmc MHO 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Jpb Number: N330072 Ply: 1 SEON: 40364 / T25 / COMN Cust: R R8975 JRef• 1 W9M89750142 TEEN BUILDER Oty. 1 FROM: JLJ DrwNo' 086 18 1218.38172 Truss Label: B2 KM / DF 03/272018 5'S" Igo"15'11" 21'4" 5'S' &3" 5'3" 515" c 4X4D 21'4" 8' S'4" 8 5-4- 21'4" 1 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 2000 Wind Std' ASCE 7-10 Pg: NA Ct. NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0 049 1 999 360 B 1123 / 322 / 774 / • / 214 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs' NA VERT(TL). 0.186 1 999 240 F 1123 / 322 1774 / • / • / 8.0 Risk Category: 11BCDL: 10.00 Snow Duration NA HORZ(LL). 0.020 H Wind reactions based on MWFRS EXP. C Des Ld: 47.00 Mean Height, 15.00 fl ) qHORZL0049HBMinBWidthRe 1 6 NCBCLL' 10.00 TCDL: 4.2 psi Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1 6 Soffit. 0.00 BCDL. 5 0 psf Bldg Code' FBC 6th ed 201 Max TC CSI 0 375 Bearings B & F are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid. 2014 Max BC CSI: 0.688 Bearings B & F require a seat plate. Spacing. 24.0 " C&C Dist a' 3.00 It Rep Factors Used: Yes Max Web CSI: 0.177 Members not listed have forces less than 375# Loc. from endwall: not in 4.50 fl FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 17 02 02A.1213.21 Lumber B - C 608 -1765 D - E 570 -1474 C - D 570 -1475 E - F 608 -1764 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Sot Chord Forces Per Ply (Ibs) Bot chord 20 SP #2 N Chords Tens.Comp. Chords Tens Comp. Webs 20 SP #3 Lumber value set "l3B" uses design values B - 1 1511 -434 H - F 1510 •460 approved 1/30/2013 by ALSC I - H 1029 - 226 Wind Maximum Web Forces Per Ply (Ibs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. C - I 225 - 395 D - H 481 -172 I - D 464 -172 H - E 224 •395 gll+tnururkurpr M H. GES•. 0. 708 1 _ S T 0 l COA % ON Aw o3mao 1 s WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in to r'saIing, handling, shipping, in$talling,and braclnp Refer to and follow the latest edition of BCSI (BuildintSafetyInformation, b PI and SE3CA) fbr safetya pragices pnor to perfo ming these funcbons. Installers shall provide temporaryrlvBCSI., Unless noted o erwisfe,top chord shall h ve properlyattached structural shealhmg and bpottQrR chord hall Navy orogi o id ceilin . vocations shown or termanenl lateral restraint Of webs shall hav bractnq ns @fled fr BCSI see. Apply D ates to each face, o truss and position as shown above and on toile o,n earls, un ess noted otherwise. Refer to 60A•Z for standard plate positions of any his d win9,a failure to build the on th1 drBwiXg or The solabilityLedesynshown. ALPINENE u+m•mww+r 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Jpb Number: N330072 Ply 2 SEON. 40365 / T50 / COMN Cusl' R R8975 JRel. 1 W9M89750142 TEEN BUILDER Oty: 1 FROM. JRH DrwNo: 086.18.1218.39888 Truss Label: BIG I I KID / WHK 03/2712018 2 Complete Trusses Required 12 5'1v + 5'tv 5'6.12 041D 21'4• • 1, 5'S• 57• 5'7• 5'S' 5'S' 1Ga• 15'11• 21'4• Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Sid' ASCE 7-10 TCDL: 17.00 Speed: 150 mph SCLL: 0.00 Enclosure: Closed BCDL. 10.00 Risk Category: 11 EXP: C Des Ld 47.00 Mean Height 15,00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 000 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a. 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP 2400f•2.0E Webs 20 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SR8 or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(O.t I3'9c25%min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. Nailnote Nail Schedule.0 128"xY nails Top Chord: 1 Row @12.00" o.c. Bot Chord 1 Row @ 6 25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 78 pit at -1.00 to 78 pit at 15.80 TC: From 39 pit at 15.80 to 39 pit at 18.47 TC: From 78 pit at 18 47 to 78 pit at 22.33 BC: From 20 pit at 0.0010 20 pit at 15.80 BC From 10 pit at 15,80 to 10 pit at 18.47 BC From 20 pit at 18.47 to 20 pit at 21.33 BC: 3753 lb Conc. Load at 15.80 BC: 1263 lb Conc. Load at 18,47 Snow Criteria (Pg,Pi in PSF) Pg: NA Cl: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs. NA Snow Duration: NA Code I Misc Criteria Bldg Code. FBC 6th.ed TPI SW: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE DefUCSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.088 G 999 360 VERT(fL): 0.328 G 999 240 HORZ(LL): 0.019 G - HORZ(TL): 0.045 G Creep Factor 2.0 Max TC CSI: 0.673 Max BC CSI: 0.602 Max Web CSI: 0 841 VIEW Ver: 17.02 02A.1213 21 Wind Wind loads and reactions based on MWFRS. rri O. Z08 1 • SAT O COA ONAIL 03/27/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2224 / 467 / - / - / - / 8.0 F 4829 1739 / • / • / - / 8 0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 2 0 Bearings B 6 F are a rigid surface. Bearings B 6 F require a seat plate. Members not listed have forces less than 3750 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 403 -2D94 D - E 329 -1865 C - D 329 -1867 E - F 667 -4479 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 5-1 1839 - 343 H - G 3918 -577 I - H 1838 - 344 G - F 3984 -584 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - H 1419 -174 E - G 2207 - 231 H - E 342 -2581 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, hh ndlin shipping in%alling,and brawn . _ Refer to and follow the latest edition of BCSI (Building t -se fety Information, by TPI ano S CA) f) safe p adicpesrlypnor to pedrfol r these functgions. InstQarlrl er isishall provide temporary id in Locations soew oit°er'mane^teteral restrelnt biwebs shall havgr bracina_ghnslalled p r BCSI srctiona 3v 7 oroperlye._ AppTy plates to each face_ o truss and position as shown above and on the JoinfDetails, un ess noted otherwise Referto of shall failure to buildthe 1 or The suitabilityn. ALPINE rl vi 1, or Tor n acceptance any sructure www aipineitw cam, TPI: www n11wmW41r 2400 Lake Orange Dr. Suite 150 Ortando FL, 32837 Jpb Number: N330072 Ply. 1 SEON: 40366 / T16 / GABL Cust• RR8975 JRef: 1W9M89750142 TEEN BUILDER Oty. 1 FROM: JRH DrwNo: 086.18.1218.40059 Truss Label: BGE KD / WHK 03/27/2018 ae- zr.• ae- ,o•e- 1 +'•- H fryP) .•x• H Loading Criteria (pso Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std. ASCE 7-10 Pg: NA Cl: NA CAT: NA PP Deflection in loc Udefl L/N Loc R / U / Rw / Rh I RL / W N' 105 / 30 / 63 /. / 10 / 256TCDL• 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0 002 Z 999 360 BCLL: 0,00 Enclosure: Closed Lu. NA Cs- NA VERT(fL): 0.010 Z 999 240 Wind reactions based on MWFRS BCDL: 10,00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 G - N Min Brg Width Reg = - Des Ld: 47.00 EXP• C HORZ L : 0 003 Z BearingB is rigid surface. a 9 Code / Misc CriteriaNCBCLL. 10.00 Mean Height: 15.00 fl9 Creep Factor: 2.0 Bearing B requires a seat plate. TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Bldg Code. FBC 6th.ed 201 Max TC CSI. 0.156 Load Duration: 1.25 MWFRS Parallel Dist: 0 to hl2 TPI Sid: 2014 Max BC CSI: 0.136 Members not listed have forces less than 375t1 Spacing: 24 0 " C&C Dist a: 3 00 it Rep Factors Used: Yes Max Web CSI: 0 099 Loc. from endwall: Any FT/RT:20(0)/10(0) GCpi:0.1a PlateType(s). VIEW Ver: 17.02.02A.1213.21WindDuration: 1.60 WAVE Lumber Value Set: 13D (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 20 SP #3 Lumber value set "130" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design Additional Notes for M"WtluarlLrr W' See DWGS A76015ENC101014 & GBLLETIN1014 gable wind bracing and other requirements. V••'GE V •r 0. 7.08 1 t SAT O • ' cOA 0NAL E rMr«erm 100 03272018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS me care in fatricating,handling, shipping, installing and bracing. _ Refer to and follow the latest e 61herwise,top chord shall have proP•e attache 5 rUdu al shpathin9 and botlQr Ord shall hav a properl shown for Dermanent latgral restraint i wsbs s al have braan installed r ec I sections 3, 7 or B1011tachface, of truss and position as shown above and on the Jointi elails, unless noted otherwise. Refer to ALPINElatepositions. ompon nts Grpu Inc shall not be re ponsi¢le for any deviation from this drawin a 1Z lailure to build the M,m m..,, 11, or or andll g, 5 ippinq, inst IlatlGn an c bracing 0f truss 5A seat on thi$ dr w or Cover page 2400 Lake Orange DracceptanceofproTessronaren neering resuponsibiliN so eN for the design shovJ n. The sui[ability Suite 150anystructuresaresponsibilityoftheuitdingDesigerpeANSIITPI1c.2. rel nlriea a and u,eso web st,esALPINE www of msihv.wm, TPI, www ' st or , SBCA www.abandua .win• ICC: www.rcuate.o OAandO FL, 32837 Aob Number: N330072 Py. 1 SEON: 40367 / T32 / COMN Cust. R R8975 JRef: 1 W9MB9750142 TEEN BUILDER Oly, 3 IFROM.HMT DrwNo: 086.18.1218.38827 Truss Label: 83 1 KM I DF 03/272018 6 5'S" 57 5' 4X4 D 0 4X4(Al) - an• nano 1s•e" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pt in PSF) DefIICSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid. ASCE 7-10 Pg: NA Cl: NA CAT- NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): 0.018 C 999 360 8 856 / 237 / 628 / • / 169 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.086 G 999 240 F 757 / 221 / 466 / - / . / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.007 G Wind reactions based on MWFRS Des Ld' 47.00 EXP' C HORZ L 0.023 GT ) B Min B Width Re 1.5q = NCBCLL: 10.00 Mean Height: 15.00 It TCDL: 4.2 psi Code I Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = - Soffit: 0.00 BCDL: 5.0 pst Bldg Code: FBC 6lh.ed 201 Max TC CSI 0.485 Bearing B is a rigid surface. Bearing B requires a seat plate. Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Sid 2014 Max SC CSI: 0 538 Spacing. 24 0 " C&C Dist a 3.00 it Rep Factors Used: Yes Max Web CSI: 0.327 Members not listed have forces less than 375# Loc. from endwall: not in 4.50 It(0)/10FT/RT:20 (0) Maximum Top Chord Forces Per Ply (Ibs) GCpi 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17 02.02A.1213.21 8 • C 430 •1161 D - E 302 - 691 Lumber C - D 292 - 711 Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Maximum Sot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 N Chords Tens.Comp. Webs 2x4 SP #3 Lumber value set "1313" uses design values B - G 955 -436 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C C • G 265 -483 E - F 337 -744memberdesign. Right end vertical not exposed to wind pressure G - E 619 - 218 ptwumr4prra o. 708 1 SAT O ; Q w COArfI®, 0NAILL annuwl* r`` 03/272018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme acre in labriaolin , hh ndlm , ship m , installing and bracing.. Refer to and follow the latest edition of BCSI (Building t S fety Information, byY TPI and S CA) f$r sa etpy racttces prior to performing these functions Installer shall provide lerhpora r 8 SI., Unless noted olherwise,lop chord shall have ppro r ' attached structural sheathing and bottom ord shall hav a proQer gid ceilingg. oa'Itions shown for permanent lateral re51 tnt bf wSbs shall have braaan(mslalled er BC I sections 83, 7 or Bt , ADpTy plates to each face of truss and position as shown above and on the JOln eladS, unless noted othervwse. Refer to a division of any not his drBwinq an failure to build the on this drawiXI or cover page Le design shown. The suitability, A IPLNE Nl TYmM11J1! 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 fob NVmber: N330072 Ply: 1 SEON: 40368 / T18 / COMN Cusl: RR8975 JRef. 1W9M89750142 TEEN BUILDER Oly. 2 FROM. JJP DrwNo. 086 18 1218.38920 Truss Label: Cl I I I KM I DF 03/27/2018 Loading Criteria (psi) TC L L: 20.00 TCDL. 17.00 BCLL: ' 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 1000 Soffit 000 Load Duration 1 25 Spacing: 24.0 " 2 Wind Criteria Wind Std: ASCE 7.10 Speed: 150 mph Enclosure: Closed Risk Category, 11 EXP: C Mean Height, 21.95 it TCDL: 4.2 psi BCDL 5 0 psf MWFRS Parallel Dist. h/2 to h C&C Dist a. 3,00 it Loc. from endwall: not in 9.00 ft GCpi: 0.16 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Webs 20 SP 03 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. ANT" FURNISH TH any 77' 14'4" 7'2" 7.2" 1114XB6 ui[nn a 2X4(A1) 14'4" 7'2" 77' 77' 14.4" Snow Criteria (Pg,PI in PSF) Pg: NA Ct: NA CAT, W Pf NA Ce. NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.016 E 999 360 VERT(TL): 0.062 E 999 240 HORZ(LL): 0.010 E - HORZ(TL): 0.023 E Creep Factor: 2.0 Max TC CSI: 0.702 Max BC CSI: 0 744 Max Web CSI: 0.126 VIEW Ver: 17.02 02A 1213.21 o. 708 1 o S T O A ,.• COA ONAI. EN • 03/272018 to THE INSTALLERS Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 698 /191 1453 /- /142 /- C 785 / 223 1540 / - / - / 4.0 Wind reactions based on MWFRS A Min Big Width Req = - C Min Brg Width Req = 1.5 Bearing C is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 455 - 992 B - C 434 - 995 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - E 797 - 268 E - C 797 -268 failure to buildthe or The suitability ALPINE rwrnvoxswn 2400 Lake Orange Dr. Suite 150 Orlando FL. 32537 ob Number: N330072 Ply: 1 SEON. 40369 / T14 / HIPS Cust: R R8975 JRef: 1 W9M89750142 TEEN BUILDER Oty, 1 FROM. JJP DrwNo: 086.18.1218.39483 Truss Label: C2 I I KM / OF 03/27/2018 2 Loading Criteria (psi) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure Closed BCDL: 10.00 Risk Category. 11 EXP: C Des Ld: 47.00 Mean Height: 21.78 ft NCBCLL: 10 00 TCDL: 4.2 psi Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.1a Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Webs 20 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design 6'6" i 7' 10" 144" 6'6" 1'4" 1 6'6" 4X6 =4X6 B C 4A4 14'4" 2X4(A1) 6'9"8 7'6"8 14,4„ 1 { Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg. NA Ct: NA CAT: NA PP Deflection In loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce, NA VERT(LL): -0.015 F 999 360 A 698 / 280 / 454 / - / 131 /. Lu: NA Cs: NA VERT(TL): 0.052 F 999 240 D 785 / 326 / 541 / - / - / 4.0 Snow Duration, NA HORZ(LL): -0.009 F - Wind reactions based on MWFRS HORZ(TL): 0.020 F A Min Brg Width Req = - Code I Misc Criteria Creep Factor: 2.0 D Min Brg Width Req = 1.5 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.617 Bearing D is a rigid surface. TPI Sid' 2014 Max BC CSI, 0 742 Rep Factors Used Yes Max Web CSI: 0.080 Members not listed have forces less than Maximum Top Chord Forces Per Ply (Ibs)s) FT/RT•20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver 17.02 02A.1213.21 A - B 478 -1011 C - D 464 - 987 B - C 498 - 826 07 0.708 SAT O • COA >ONA wa.r 1 11so"% 03/27/2018 Maximum Sot Chord Forces Per Ply fibs) Chords Tens.Comp. Chords Tens Comp. A - F 617 - 292 F - D 793 - 301 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabbriatting, h ndlin9 shI ping in. and brawn . _ Refer to and follow the latest edition of SCSI (Buildm Sgfety Information, by_TPI an0 S CA) rbi sa ty practices prior to perfo mmg these functions. Installers shall provide tempura BGSI. Unl ss noted ollhhenvise,top chord shall have pro . rN attached structural sh alhin and bolt2m chord shall have a grope I id cedingp, j ocatlons shown for DDermanent lateral restr mt 8f webs shah have braaanCc mIled per SCSI sections 83, 87 or 81 , e. Ap 7y fates to each face, 0f Uuss and position as shown above and on the JoinfDai I s, unless noted otherwise Refer to 50A-Z fgr sndard plate positions. vision of ITW BUit 11'ngCCompongnts Grpup InC. shall not be responsible for any deviation from This dr win ally failure to build the tformance Cove with SIlfPI 1, or for handliAfL shipping, mst IlatiOn and bracing of truss sA eat on th s dr wiit or r pagge@ drawing indicates acceptance of proTesstonaf en meering responstbtlit/ so ely or the desi n shorn. The smPability rf this drawing for any structure is [he responsibillt of the Building DesigrSer pefANSI/TPl 1 5 c.2. TPI ALPINE NEMm. mrrm 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job NCmber: N330072 Ply' 1 SEON' 40370 / TIO / SPEC Cust R R8975 JRef: 1 W9M89750142 TEEN BUILDER Oly' 1 FROM, JJP DrwNo: 086.18.1218.38452 Truss Label: C3 I I I KM / DF 03/27/2018 11 4.6. 7.7 8.6. 14'4" 4,6" '1 2.8.. '. 1'4"'i' 510" i 4'9"8 4'9" 8 14'4" 3'6"12 8'4"4 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,P1 in PSF) TCLL 20.00 Wind Std: ASCE 7.10 Pg' NA Ct, NA CAT. N/ TCDL: 17.00 Speed, 150 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP. C Des Ld 47.00 Mean Height 21.62 ft NCBCLL: 10.00 TCDL: 4.2 psi Code / Misc Criteria Soffit: 0.00 BCDL: 5 0 psf Bldg Code, FBC 61h.ed 201 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing 24.0 " C&C Dist a 3.00 R Rep Factors Used, Yes Loc. from endwall: not in 4.50 It FT/RT:20(0)110(0) GCpi. 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SIP 02 N Sot chord 20 SP #2 N Webs 20 SIP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design 4X4 D 5'11"12 1' -{ 14'4" Dell/CSI Criteria Maximum Reactions fibs) PP Deflection in loc Uden L/# Loc R / U / Rw / Rh / RL / W VERT(LL) 0.022 C 999 360 A 699 / 277 / 450 / - / 119 / 4.0 VERT(TL) 0 084 C 999 240 E 784 / 321 / 538 / - / - 14.0 HORZ(LL). 0.009 G - Wind reactions based on MWFRS HORZ(TL): 0.021 G A Min Brg Width Req = 1.5 Creep Factor 2.0 E Min Brg Width Req = 1.5 Max TC CSI: 0.450 Bearings A & E are a rigid surface. Max BC CSI 0 451 Max Web CSI: 0.182 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02A.1213.21 A - B 614 -1106 C - D 596 - 938 B - C 607 - 949 D - E 560 -1031 o. 708 1 o :• SAT O ems; ••-•..,... COA zf ONAI. EN • Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - H 928 - 456 G - E 842 - 393 H - G 1044 - 524 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - G 293 - 390 G - D 476 - 258 03/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating h ndlin shin In installing and bracing. , Refer to and fpllow he latest edition of BCSI (Buildinn t Safety Information, by TPI ano S CA) f i saia rac Ices prior to performing these functions. Installers shall provide temporary r BGSI., Unless noted olherwise,top chord shall have pro ray attached struclural sheathing and bo tQm chord shall hav a gropeIdcelllnLocationsshownforpermanentlatgralresitmtbfwebsshallhavbracingiest@liedpfrSCSIsectionsB3,7 or 810y e. Apg y Dtates to each face, of truss and position as shown a ove and on I a Join etails, un ass noted otherwise Refer to 60A•Z fpr sta I and plate positions. his dr wing a failure to build the onthriadrwXgorEoverpoleLedesj9n1ho9n. The suitability any ALPINE iwnwaxrwn 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 job Number. N330072 Ply: 1 SEON. 40371 / T35 / HIPS Cust: R R8975 JRef. 1 W9M89750142 TEEN BUILDER Oty 1 FROM: JRH DrwNo, 086 18.1218.39779 Truss Label: C4G I KID / WHK 03/27/2018 T 1 T 2'6" 5'2" 8'6" 14'4" i' 2'6" 'i' 2'8" '1 3'4" '}' 5'10" - t 04 E 12 06 %4x6(SRS) 6 p C D v, m B F A G 20'0"12 I H t-0- 4X4(A2) =4X4 =4X4-4X4(A2) 14'4" 1 1 2.9„8 + 5'6"12 + 511"12 2'9"8 8WA 14'4" Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL. 17.00 Speed: 150 mph BCLL: 0,00 Enclosure. Closed BCDL: 10,00 Risk Category II EXP. C Des Ld: 47.00 Mean Height: 21.41 it NCBCLL, 10.00 TCDL 4 2 psf Soffit 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 fi GCpi: 0.18 Wind Duration, 1.60 Lumber Value Set: 138 (Effective 611/2013) Top chord 20 SP #2 N Bot chord 20 SP #1 Webs 20 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Our Fac =1.25 / Plate Dur Fac.=1 25) TC: From 78 pit at -1.00 to 78 plf at 15.33 BC: From 20 plf at 0.00 to 20 plf at 14.33 TC- 184 lb Conc Load at 2 55 BC: 347 lb Conc. Load at 2.55 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,PI in PSF) Pg: NA Ct: NA CAT, W Pf: NA Ce. NA Lu: NA Cs NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Sid: 2014 Rep Factors Used. Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.050 D 999 360 VERT(TL): 0.189 D 999 240 HORZ(LL): 0.013 H - HORZ(TL). 0.032 H Creep Factor 2 0 Max TC CSI: 0.513 Max BC CSI 0.488 Max Web CSI: 0.388 VIEW Ver. 17.02.02A.1213 21 J,P•/..EH ; i v 0.7,08 ot• S aT O IFS • ...,,... EN' COA,wl &V01dA1. moo, 03/27/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1221 /512 /- /• I- /4.0 F 872 /374 /- /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings B & F are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 793 -19% D - E 487 -1207 C-D 714 -1862 E -F 512 -1225 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - 1 1738 - 682 H - F 1014 - 404 I - H 2267 -937 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp C-1 565 -147 D-H 567 -1318 I - D 254 - 461 H - E 643 -166 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT* FURNISH THIS DRAWING TOALLCONTRACTORS INCLUDING THE INSTALLERS d ( Building iSafetyinformatiorintiaTPano'SBCAj fi sa pty precliesprior tobperafo mi^gelhesefu^ctlollns Installers shal pfovldeSerhnt r BCSI., Unless noted oihermse,top chord shall have pro r ' attached structural shyathing and boltQrtl chord ghall hav pro2erlY nid a tlm Locaitons shown for ermanent latgral restr mt bf wSbs shall have braanLmslalled p r BGSI sections 3, tf or 810; lie ApplyplatestoeachfaceofPrussandpositionasshownaboveandontheJointDetails, unless not otherwise. Refer to 60A•Z for standard plate positions. of not his rawin ang,gfailurepto buildthe to de ignr h Wn r he su [ability ALPINE nPl t, ortorr acceptance any structure w alpinneitw com; TPlcom; TPI mrrw0owwx2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 ob Nomber: N330072 Ply: 1 SEON. 40372 / T23 / COMN Cust. R R8975 JRet: 1 W9M89750142 TEEN BUILDER Oty: 1 FROM: JRH DrwNo: 086 18.1218.40044 Truss Label: DI I I KD / WHK 03/2712018 5'10" 5'10" 12 6 w to io A C D 20'0"12 2X4(A7) EI—I 1'_,j t 1112X4 2X4(A1) 11'8" 5110" 5110" r '+' 1 "{ VIV, Ills" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL. 20.00 Wind Sid: ASCE 7-10 Pg: NA Cl: NA CAT' NA PP Deflection in Ioc Udell U# Loc R / U / Rw / Rh / RL / W A 566 / 224 / 369 / - / 120 / - TCDL: 17.00 Speed' 150 mph Pf. NA Ce. NA VERT(LL): •0 009 E 999 360 BCLL: 0.00 Enclosure: Closed Lu' NA Cs' NA VERT(TL)' 0.035 E 999 240 C 655 / 270 / 457 / • / - 14.0 BCDL: 10 00 Risk Category II Snow Duration: NA HORZ(LL)' -0 006E - - Wind reac(ions based on MWFRS Des EXP. C HORZ L ' 0.013 E A Min B Width Re Code I Misc CriteriaCLLd: 10. 00 NCBCLL: 00 Mean Height: 21.62 R Creepactor: 2 0 C Min Big Width Req = 1.5 0. Soffit: 0.00 TCDL 4 2 psi BCDL: 5.0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.428 Bearing C is a rigid surface Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid' 2014 Max BC CSI: 0.494 Members not listed have forces less than 375# Spacing' 24 0 " C&C Dist a: 3.0D it Rep Factors Used. Yes Max Web CSI 0.102 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpt: 0.18 Plate Type(s): VIEW Ver: 17.02 02A.1213.21 A - B 406 .787 B - C 383 - 790WindDuration. 1.60 WAVE Lumber Maximum Botits. Chord Forces Chords Ply (Ibs) Value Set: 13B (Effective 6/1/2013) Chords Tes.Comp. Chords Tens Comp. Top chord 20 SP #2 N Bot chord 20 SP #2 N A - E 632 - 236 E - C 632 -236 Webs 20 SP #3 Lumber value set "138" uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. P•,ae.....• to.o. % y ell \, AGE o. 7. 08 1 ' SAT O Q I` 1 lotto COA !l tf9 i,77NAw'N ,• 03/27/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWIN61 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in la rice hh ndlin99 shi pin installing.and braanp Refer to and fellow the latest egrti n of SCSI (Building Component SfetyInformation, WWI ano S CA) roe sae radlces prior to perfo ming these functions. Instal ers s aliprovide temporary bracing eQB SI. Unless noted olnervvl e,tDp chord shallnave pro attached structural sahgatt_hinsl and bpi 2rr1 chor c ons hav%aoroBto attag, rlbiid cellin . Locations shown or f ermanent lateral restr int bf webs shall havthbrJ unfUislalled r BGSI se as app Icae. A2f pp states to ach face o truss and position as shown above and on a oin etails, un ess not otherwise. Refer to ALPINE drawings 160A• Z1brstandardpatepositionsAlping, a division of ITW B itdQl1'n CCompongntsg GTug Inc shall not be respons le for any deviation from this drawinp,a t l failure to build the .Hmvwww+r truss in conformance with NSI PI I, or or an li 9 shiDpin , InstallatlGon an bracing of,IrussesA seat on thig draw 9g or cover pa9@ 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofproTassionareninerin9reonslbit'N soleN for th desi n hov I The suitablli Suite Lake and fise of this drawing for any structure is me responsibility o the Build ng DesigrSe pefANSI P1 1 S c.. ry150 For more mformabon see this ob's general notes page and these web sites: ALPINE, www al ineitw can TPI: www. 'nst.o ; SBCA• www sbandus .corm: ICC' www ra sofa wq Orlando FL, 32837 ob Number: N330072 Ply: 1 SEON. 40373 / T7 / COMNI Cust: RR8975 JRef. IW9M89750142 TEEN BUILDER Oty: 1 FROM. JRH DrwNo. 086.16.1218.40028 Truss Label: D2 KD / WHK 03/272018 5'10" 11'8" 5'10" 5'10" 11146 12 6 A C D 'q7200"12 2X4 (Al) 1112X4 2X4 (A1) 11'8" 5'10" 5'10" 5'10" 11'8" 1 Loading Criteria (psq Wind Criteria Snow Criteria (P9.Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT, NA PP Deflection in loc Udell U# TCDL: 1700 Speed. 150 mph Pf: NA Ce: NA VERT(LL): 0.009 E 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs NA VERT(TL): 0.034 E 999 240 BCDL: 10.00 Risk Category. II Snow Duration: NA HORZ(LL): -0.006 E - - Des EXP. C HORZ L : 0 012 E I Mlsc Criteria 00 NCBCLL 10.00 Mean Height: 21.62 It Creep Factor: 2.0 Soffit: 0 00 TCDL. 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 61h.ed 20V Max TC CSI: 0.532 Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std, 2014 Max BC CSI: 0.490 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0 102 Loc from endwall: Any FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02A.1213.21WindDuration160WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. IMPORTANT" FURNISH THIS DRAWING TO ALL Trusses require extreme care in fabricating, h ndlingg, shipping, in, Component S fety Information, b TPI and SfiaCA) t8r safetyping', bracin Ger BSI . Unl ss ngted o ervn e,top chord shall have pr( attach d ri gid ceihnp, ocabons s own for rmanent lateral restr as ape icable. AppTy at6s to each face ottruss and position as drawings 16OA-Z for standard plate positions. Alppine, a division of ITW BUitdd11'nR omponents GTup 1 shall np INss in conformance with AN51lT 1 1, or for hand Inchipping, u listing this drawing indicates acceptance of proTesslonar tandarseofthisdrawingforanystructureismeresponsibfll 0.7108 1 ' as S T 0 Q COA -ONAL 0327/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 567 / 224 / 369 / - / 120 / 4 0 C 654 / 270 / 456 / - / - / 4 0 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = 1 5 Bearings A & C are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 690 -785 B - C 654 -787 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - E 629 -418 E - C 629 -418 THIS DRAWINGI RS INCLUDING THE INSTALLERS acing. Refer to and fellow the latest edition of BCSI (Building Worming these functions. Installers shall provide terhpora isttructural shgathing and bolt%r chord snail hav a pro e hall hav br8apnf nst@Iled per BGSI sections P3, 7 or 1 , and on tt a JoinfDetails. unless noted otherwise Refer to ile for any ddeviation from this %rawinp an failure to build g 4thebracingQftrusssApealonthlgdrawiXgqoroverpitabilitponsibilitysoely_for the design shoN. 'he su ty A IPLNE w+mvmwiwn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 fob Nbmber: N330072 Ply: 1 SEON• 40374 / T12 / GABL Cusl. RR8975 JRef: 1W9M89750142 TEEN BUILDER Oly' 1 FROM: JRH DrwNo: 086.18.1218.40029 Truss Label: DGE I KO / WHK 031272018 WN s•1v 1 re" F-- 1'4" —{ TYP) 4E4 12 T 6 iD i B H A I t—Vf70"12 2X4(Al) m 2X4(A1) Ills" 11'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs), or'=PLF TCLL: 2000 Wind Sid' ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# LoC R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce. NA VERT(LL)..0.001 J 999 360 H' 111 / 46 / 65 /- /it / 140 BCLL' 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.005 J 999 240 Wind reactions based on MWFRS BCDL. 10.00 Risk Category: II Snow Duration' NA HORZ(LL): -0.002 N - H Min Brg Width Req = - Des Ld: 4700 EXP: CMeanHeight: 21.62 it Code 0.002 N - Bearing B is a rigid surface. NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0TCDL: 4.2 psi Members not listed have forces less than 375# Soffit: 0.00 BCDL: 5.0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI' 0.158 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI. 0,076 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.070 Loc. from endwall: Any FT/RT:20(0)/l0(0) GCpr 0 18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02.02A.1213.21 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 20 SP #3 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Rlunurg7ry c Additional Notes r r See DWGS A16030ENC101014 a GBLLETIN1014 for p,M H• / "';, gable wind bracing and other requirements. ` e•••"""••• 'y 0.708 1 S s. y,ot SAT O QF t44cf COA QNA f11m 11 03/27/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus5e require extreme care in fabricatin , handlin , shiuping in lallrng,and bracing. ,Refer to nd fellow the latest edition of SCSI (Buildingg Component S fety Information, by TPI an SBCA) f$r safety practices prior to peAorming these (unctions. Installers shall provide temporary bracin pr,gB SI., Unless ngted otherwisfe;Op chord shall have property at che structural ahe qhi^sp8and pf seciSonsQ3v 7 oro irl_y attach tl ri01id CeilinLocationsShownorermanentlateralrestrbintbfwbssallhavbrJGnfintlaIledrd0: as ape rca e. Att DD DDtat66s to each drawinfaceo trus and osition as shown a oveand on tie oin De its, un es note otherwise. Refer to ALPINE p Alppins, a di/ision of ITW Bu1rildl1' n CComponents GrRyD InC.,shall not be responsible for any deviation from this drawin a 1Z failure to build the iNss in n ormance with ANSI PIt, or for handlrAq shiDpincl, installatr nand brawng Q trussesA sal on thiy dr w or Cover pa 2400 Lake Orange Dr. Suite Lak listing this drawing indicates acceptance of proTesslonarensneeringresponsibilitNysolelrortthedesignshovJn. The suitability and arse of this rawi^g or any structure is the responsibilit of the Building Desigiier pe ANSIlfPI 1 c.2.150 For more information see Ihrs ob's eneral notes a and these web ales: ALPINE' www.at 'nertw coin; TPI• www rust or ,SBCA www cbandus win ICC: www.rccsafii.org Orlando FL, 32837 Job Number. N330072 Ply: 1 SEON. 40375 / T11 / EJAC Cust• R R8975 JRef: 1 W9M89750142 TEEN BUILDER Oty. 1 FROM. JRH DrwNo: 086.18.1218.39310 Truss Label: MGt I KM / DF 03/27/2018 T 4X4(A1) 7' Pi 4'4"4 27"12 4'4"4 7' Loading Criteria (psq Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) TCLL: 20,00 Wind Sid: ASCE 7-10 Pg. NA Ct. NA CAT: NA PP Deflection In loc Udell Ulf Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): -0.020 D 999 360 A 1212 1476 / - / - / - / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs- NA VERT( Q: 0.072 D 999 240 C 1498 / 512 / - / - I - / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): •0.010 D Wind reactions based on MWFRS EXP• C HORZ L 0.022 D A Min B Width Re 1.5DesLd' 47,00 Mean Height: 22.16 ft ) q 9 Code / Misc Criteria CreepFactor: 2.0 g Width Req = NCBCLL. 10.00 TCDL: 4.2 psi C Min Br Soffit: 0.00 TCDL: .psl Bldg Code: FBC 61h.ed 201 Max TC CSI, 0 958 Bearing A is a rigid surface:. Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Sid, 2014 Max BC CSI: 0.516 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.744 Members not listed have forces less than 375# Loc. from endwall: An FT/RT:20(0)/l0(0) Maximum Top Chord Forces Per Ply (Ibs) Y Chords Tens.Comp. GCpi• 0 18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17 02 02A.1213.21 A - B 530 -1467 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Value Set, 13B (Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP #2 N Bot chord 2x6 SP 2400f•2.0E A - D 1208 -403 Webs 20 SP #3 Lumber value set "138" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads D - B 1954 -645 B - C 453 •1169 Lumber Dur.Fac =1 25 / Plate Dur.Fac.=1.25) TC From 78 pit at 0.00 to 78 pit at 7,00 BC: From 10 pit at 0.00 to 10 pIf at 7.00 BC: 698 Ib Conc. Load at 2.06, 4 06, 6.06 Wind Wind loads and reactions based on MWFRS. 6tltnnnurwirrrr4+ y Right end vertical not exposed to wind pressure p,A H • k , ry G Sic . G '- o. T08 1 t,ot SAT O C' rcr •9 ....... COA c,7'ONAI. ,• . rrtwlnp111a 0sm/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care In isbncaim hh ndlin shi In , in$talling,and bracing. ,Refer to and follow the latest eddili n of SCSI (BuildinggComponentSfetyInfga'ion, byY TPI an S CA) f$) sa etpy practices prior to performing these functions. Installers shal provide temporary bra0 Der B SI. Unlotedoerwi e,top chord shallhattachedrigidaailina.tions shown 0!permanentlatgasapplcae.Ap Tystoach laaa o trussand posiALPINEdrawings160A-Zfgrrd plate positrons Alppine, a division of ITW B IIdd11'n CCompongntg Grqqup In shall not be respDonsiple for any deviction from this dr wing,an failure to build the ,,,,,,,m,,.,,, ttNss In confprmance wlih /NSI PI 1, or for handlrrf stripprn , Inslallalldn and braang of trussesA eat on th ti drBwiX o cover paigtili 2400 Lake Orange Dr. listing this rawing indica es acceptance of pro essronar n ineerin9 reaponsrbilibb solel r >or the design shovJn. The su [a ty Suite 150and0seothisGrowingoranystructureIsineresponsrbiPiit of the Building DesigrSer pe ANSUTP 1 SEc.2. For more inlormalion see Ihis ob's enerel notes a and Ihese web sires' ALPINE. www.al melrw.wm• TPI: www t msl or SBCA www sbcindua win• ICC. www.Iccsafe.prg Orlando FL. 32837 job NttImber: N330072 Ply: 1 SEON. 40376' / T44 / VAL Cust: R R8975 JReI: 1 W9M89750142 TEEN BUILDER O1y. 1 FROM. JRH DiwNo: 086 18 1218.39467 Truss Label: MV6 KM / OF 03/27/2018 Loading Criteria (psf) TCLL- 2000 TCDL. 17.00 BCLL: 0.00 BCDL: 10,00 Des Ld: 47.00 NCBCLL: 10.00 Soft: 0.00 Load Duration: 1.25 Spacing: 24.0 " w Wind Criteria Wind Sid: ASCE 7-10 Speed. 150 mph Enclosure Closed Risk Category. II EXP: C Mean Height: 22.56 R TCDL. 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc from endwall: not in 9 00 ft GCpr 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Webs 20 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 1112X4 B III3X6 5'11"8 5'11"8 5'11"8 Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Pg, NA Cl: NA CAT: NA PP Deflection in loc Udell UN Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0 011 C HORZ(TL): 0 026 C Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI 0.572 TPI Std: 2014 Max BC CSI: 0.496 Rep Factors Used: Yes Max Web CSI: 0 209 FT/RT:20(0)/10(0) Plate Type(s), WAVE VIEW Ver: 17.02.02A. 12 113.21 CE SF 1 o. 7108 t t Maximum Reactions (lbs), or •=PLF Lot R /U /Rw /Rh /RL /W D' 98 124 / 69 / - 116 / 71.5 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# COA Wig, NA i ,•'°`` 03/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rere extreme care in fa ria3In h ndlin shiDppin , m$tailing and bracln Refer to and fellow the latest edition of SCSI (Building Comyonen[ safety Information, by TPI and S CA) f$r eatery practices prior to perto ming these functions. Installers shall provide tempora Ora( per BCSI. Unless noted olnervvise,top chord shall have pro r y attached s ruGural sheathin and bottQrr I Ord ghall hav a pro e attachedrigidcellin `ovations shown for ermanent lat#ral rest ant bf w bs shal have braanc ns lied per BCSI sections P3.7 or 51 as app Ica a Appp y pplatees to ach face of truss and position as shown a ove and on the Joint Details, unless noteO otherwise. Refer to'ALPINE drawings160A-Z fpr stan0ard pate positions. Alppin a division of ITW BUitd1'n om ngnlS GrpuC InC. shall not be responsible for an deviation from this dr win a(1y Tailure to build the WOWC INssInofrmancewithANSII1PoforhanOliAt1shipping, Inst;311aU0n and braang 7qf irussesA eal on th dr willg or cover pagge 2400 Lake Orange Dr. listingthisrawinindicattesacceptance0fproessionaenIneeringreponsibilfsoleorthedesinshon. The sui& iRty Suite 150 andriseothis rawing for any structure is me responsibilit ot the Buildng Desiger pe ANSI/TPI 1 S c.2. Orlando FL. 32837 FwmweinformelronseethisD's neral notes end these web sales: ALPINE www a e4w com• TPI• www. t SBCA www.sbtindus .wm: ICC: www.inraefe. Job Nomber. N330072 Ply. 1 SEON. 40377 / T43 / VAL I Cusl. RR8975 JRef: 1W9M89750142 TEEN BUILDER Oty: 1 FROM. JRH DrwNo. 086.18.1218.39201 Truss Label: MV4 I I KM / OF 03/27/2018 Loading Criteria (psq TCLL: 20.00 TCDL: 17.00 BCLL. 000 BCDL 1000 Des Ld. 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 0'+4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category. II EXP: C Mean Height' 23 06 it TCDL: 4.2 psi BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a 3.00 it Loc. from endwall: not in 9.00 ft GCpi: 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top Chord 20 SP #2 N Bot chord 20 SP #2 N Webs 20 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. WARNING" REAI IMPORTANT" FURNISH THIS any III2X4 12 B 3'11"8 3'11"8 3'11"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg. NA Cl NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.003 C HORZ(fL): 0 007 C Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.231 TPI Sid: 2014 Max BC CSI: 0.184 Rep Factors Used: Yes Max Web CSI: 0.087 FT/RT'20(0)/10(0) Plate Type(s) WAVE VIEW Ver 17.02.02A.1213.21 r r 0.7108 1 ot S T 0 Q Wry ps •.......•••N - COA t16 7QQNAI 00e`' 1` 03/272018 1 1 Maximum Reactions (lbs), or.=PLF Loc R /U /Rw /Rh /RL /W D' 97 / 22 167 /- 115 / 47 5 Wind reactions based on MWFRS D Min Big Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# NCLUDING THE INSTALLERS Refer to and fallow the latest edition of BCSI (Building ling these funcgtions. Installlllerrshshall provide to porary aver brsaG aaath sl@ Id poettBGSI osecUons 63 7 oropjrrll_y in the JomfDetaits, unless noted otherwise Refer too any deviation from this drawing an failure to build the np Gf truss?sA eal on this drawi N, or over paggeep1bilitysolely_t?or }he (leslgn shown. The sultabflity ALPINENE M"NMI4JlI 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 4ob Nember: N330072 Pty. 1 SEON: 40378 / T42 / VAL Cust: R R8975 JRef. 1 W9M89750142 TEEN BUILDER Oty: 1 FROM. JJP DrwNo. 086.18.1218.39468 Truss Label: MV2 KM I DF 0327/2018 12 6 F,7' III2X4 B 4X4(D1) A IT - 0" 4V1711 CD 1112X4('•) Loading Criteria (psf) TCLL- 2000 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL, 1000 Soffit: 0.00 Load Duration 1 25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 23.56 R TCDL: 4.2 psi BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 C& C Dist a: 3.00 R Loc. from endwall: not in 9.00 ft GCpr 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top Chord 20 SP #2 N Bot chord 20 SP 02 N Webs 20 SP #3 Lumber value set 138" uses design values approved 1/30/2013 by ALSC Plating Notes 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. ANT'* FURNISH TH any 1' 11"8 1' 11"8 Snow Criteria (Pg,Pf in PSF) DeRICSI Criteria Pg: NA Cl: NA CAT: NA PP Defection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu- NA Cs NA VERT(TL): NA Snow Duration. NA HORZ(LL): -0.000 C HORZ( TL): 0.001 C Code / Misc Criteria Creep Factor: 2 0 Bldg Code FBC 61h.ed 201 Max TC CSI: 0.040 TPI Std: 2014 Max BC CSI: 0.043 Rep Factors Used: Yes Max Web CSI 0.021 FT/ RT:20(0)/10(0) Plate Type(s), WAVE VIEW Ver: 17.02.02A.1213.21 coA a te,gski QNAI. ra ftftnrtnrrNl* 1rn 03/ 27/20I 8 Maximum Reactions (lbs), or'=PLF Loc R I /Rw /Rh /RL /W D' 97 / 27 / 60 / - / 17 / 23.5 Wind reactions based on MWFRS D Min Brg Width Req = - Beanng A is a ngid surface. Members not listed have forces less than 375# INSTALLERS w the latest e9iti n of BCSI (Building is. Installers s al provide lerhporanryr nd booelt r shored shall hav pro eA e uhless noted coons 3 or r t . failure to build the n r The suigbility ALPINE nm• ox. Mwr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 fob Number: N330072 Ply. 1 SEON 40379 / T47 / MONO Cust. R R8975 JRet. 1 W9M89750142 TEEN BUILDER Oty. 5 FROM, JRH DrwNo: 086.18 1218.39934 Truss Label: Ml I I KD / WHK 03/2712018 Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10 00 Soffit: 000 Load Duration. 1.25 Spacing: 24.0 " 12 1112X4 C T TM B ( V U-) T 9'4" 4 D 1112X4 Wind Criteria Wind Std: ASCE 7- 10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall. Any GCpt: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 ( Effective 6/112013) Top chord 2x4 SP # 2 N Bot chord 2x4 SP # 2 N Webs 20 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 2X4(A1) 4-J-- 1,4,. 1, 8r. 1 lrprr Snow Criteria ( Pg, Pf in PSF) Pg: NA Ct: NA CAT Ni Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration; NA Code / Misc Criteria Bldg Code: FBC 6th. ed TPI Sld: 2014 Rep Factors Used: Yes FT/RT:20(0)/ 10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT( TL): NA HORZ( LL): -0.004 C HORZ(TL): 0.009 C Creep Factor' 2 0 Max TC CSI: 0. 174 Max BC CSI: 0 295 Max Web CSI: 0. 044 VIEW Ver 17.02 02A.1213.21 N H. cry 3,* NX0 GE SF 1.4 e 4t S T O • 7 1 COA ao' AL 03/ 27/2018 Maximum Reactions (Ibs) Loc R /U /Rw / Rh IRL /W B 305 187 / 288 / • / 50 / 8.0 D -64 /83 151 /• /- /- Wind reactions based on MWFRS B Min Erg Width Req = 1 5 D Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9uire extreme care in fabricating, h ndlin , shi in , in$talling and bracin Refer to and follow the latest edition of ¢CSI Building Componen[ Safety Information, WWIandSCA) f r safety Rractices prior to perfolgming these functions. Installers shall provide temporarryY bracin er BCSI., Unless noted otherwise top chord shall have property attache structural sheathing and bottom chord ghall hav progeny attach , Mid ceilin . orations shown or rmanent lalgral reslr inl f w bs s all hav br pn ins lied p r SCSI ions e13, or 1 , as apDlical e. Apgyppat,.gs to each face otrruss and position as shown move and on t te oin Details, unless note otherwise. Refer to ALPINE 141161111, drawings 160A- Z fgr standard plate positions. Alppine, a division of ITW Bty itdd11'nt omponegn( Grpup In ..shall npt be responsible for any deviction from this drgwing,a failure to build the µ„we irUss in niormance with AN51/T 11, or for handliASL shipping, installatign and bracing 0(truss sA eel on thi9 dr3wirlg or Cover page 2400 Lake Orange Dr. listin this drawing indicatesacceDanceofpnroTessionarenineerin9resonsibilit(yy solel or the cleat n sholKn. The sui[abili Suite Lake and use of this drawing for any structure is [he responsibility of the Building DesigiSer pe ANSIIfPI 1 S c.2.150 For more mlormaGon seo this ob's nsrel notes a and these web altos: ALPINE: www.al nenw.com• TPI• www. st or ; SBCA• www abcindw iwm: ICC: www.itxsafe.org Orlando FL, 32837 Job Number. N330072 Ply: 2 SEON- 40380 / T13 / FLAT I Cust: RR8975 JRO. 1W91089750142 TEEN BUILDER Dry. 1 FROM: JRH DrwNo. 086.18.1218.38780 Truss Label: FG1 KM / DF 03/2712018 2 Complete Trusses Required u 5", 3710 1 5'10"15 818"1 1 10'8"6 12'10" 13,31, 5" 2'9"10 i 2'8" 6 12'9" 2 12'0" 6 1 2'1" 10 5" 4X10 =5X8 1112X4 A B C 1112X4 =5X8 =5X10 D E F 1113X6 =Jnw —4^Ir. =+nw =V^I& 1114X6 13'3" 2'9" 2 1 2'9"10 1 3'4" 10 2710 2'0"2 2'9"2 5'6" 11 8'11"5 11'2"14 137, Loading Criteria (psr) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 1000 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: Soo Category: NA EXPNA Des Ld: 55Mean H 00 Mean Height: NA ft NCBCLL: 0 00 TCDL: NA psi Soffil: 2.00 BCDL: NA psi Load Duration: 1.00 MWFRS Parallel Dist. NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi. NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/112013) Top chord 20 SP 2400f-2 OE Bot chord 2x6 SP 2400f-2.OE Webs 20 SP #3 .W2, W9 20 SP 24001-2 OE' W4, W7 20 SP #2 N. Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord' 1 Row @ 2.50" o.c Bot Chord: 1 Row @ 5.25" o c. Webs 1 Row @ 4" O.C. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 13.25 BC: From 10 pif at 0.00 to 10 pif at 1325 TC: 825 lb Conc. Load at 0.17, 2.19, 4.19, 6.19 8. 19,10 19,12 04 BC: 789 lb Conc. Load at 6 54, 8.54.10.69 BC: 671 lb Conc. Load at 12.69 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing Additional Notes Truss must be installed as shown with top chord up. Snow Criteria (Pg,PI in PSF) Pg' NA Cl' NA CAT: W Pf NA Ce. NA Lu' NA Cs. NA Snow Duration: NA Code / Misc Criteria Bldg Code. FBC 61h.ed 201 TPI Sid: 2014 Rep Factors Used. No FT/ RT:20(0)/l0(0) Plate Type(s): WAVE Dell/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL): 0.188 C 846 360 VERT( TL): 0.329 C 615 240 HORZ( LL): 0.038 A - HORZ( TL): 0.052 A Creep Factor' 2 0 Max TC CSI: 0.655 Max BC CSI 0.736 Max Web CSI: 0.705 VIEW Ver: 17.02.02A.1213.21 1 i I{` O C• gtt 77S NAL COA #O 03/ 27/2018 G Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W L 4678 /- /- /- I- /4.0 M 5592 /- /- /- /- /6.2 L Min Brg Width Req = 1.9 M Min Brg Width Req = 2.3 Bearings L 8 M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A- B 0- 3925 D- E 0- 6173 B- C 0- 6168 E- F 0- 3903 C - D 0 - 6243 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. K- J 4325 0 1- H 4335 0 J - 1 6243 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- L 0- 2259 D- I 0 - 672 A- K 4265 0 I- E 2371 0 K- B 0 -1789 E- H 0 .1932 B- J 2472 0 H- F 4476 0 J- C 0 -655 F-G 0 -2467 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire lreme care in fa ricating, handl n9 shipp g installing and braan Refer to and follow the latest edition of SCSI (Building f S fe Information, byYTPI and SBCA raF safe Practices prior to perfo ming these functions Installers shall Drovide terflporary r B SI., Unless noted otherwisa top chord shall have properly attached structural sheathing and bott2rrl chord ghall hav@ a pro erly Sgid Ceilin Locations shown for ermanent lateral restraint f webs shall hav 1b1r8cin9 insl Iled p r I lions Q3, 87 or 1 lie ApppYyPlatestoeachfaceoe'us' and position as shown above and on l e Joint Details, unless noted otherwise Refer to 60A-Z fir standard plate positions. of shall failure to buildthe nor he suI bility ALPINE any Nl TYmhlMJlr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330072 Ply. 2 SEON: 40381 / T46 r FLAT Cust. R R8975 JRef: 1 W9M89750142 TEEN BUILDER Oly. 1 FROM, JJP OrwNo' 086.18.1218.39124 Truss Label: FG2 KM r OF 03/27/2018 2 Complete Trusses Required 5'1" 87"l 1 13'10"8 5'1" 3'6"11 57'13 1112X4 =4X4 1112X4 4X4 A B C D 4X4 8'9"12 5'0"12 5712 3'6"11 5'1"1 57'12 8'97 13,10,18 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sld: ASCE 7.10 TCDL: 10.00 Speed. 150 mph BCLL: 0.00 Enclosure. Closed BCDL. 5.00 Risk Category: 11 EXP C Des Ld: 55.00 Mean Height: 15.00It NCBCLL: 0.00 TCDL. 4.2 psi Soffit: 2.00 BCDL: 3.0 psi Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc from endwall Any GCpi• 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #1 Bol chord 2x6 SP #2 N Webs 20 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord. 1 Row @ 6.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs . 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting Special Loads Lumber Our Fac.=1 00 / Plate Dur.Fac =1.00) TC: From 100 plf at 0 00 to 100 pif at 8.48 TC: From 180 plf at 8 48 to 180 pif at 8,50 TC: From 100 plf at 6.50 to 100 pif at 11.33 TC: From 390 plf at 11 33 to 390 pif at 13.88 BC From 10 pif at 0.00 to 10 plf at 13.88 BC. 1096 lb Conc. Load at 11.33 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS. Snow Criteria (P9,P1 in PSF) Pg: NA Cl: NA CAT: W PF. NA Ce NA Lu- NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Sid: 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell UN VERT(LL): 0.020 G 999 360 VERT(TL): 0.093 G 999 240 HORZ(LL): 0.004 A - - HORZ(rL): 0.011 A Creep Factor. 2.0 Max TC CSI: 0.885 Max BC CSI: 0.978 Max Web CSI: 0.222 VIEW Ver: 17.02.02A.1213.21 Additional Notes Truss must be installed as shown with top chord up. SAT O S/p AkCOA #0 Z 1- 11, 03/272018 Maximum Reactions fibs) Loc R I /Rw /Rh /RL /W H 501 1196 /152 /- /- /57 F 1740 1392 / 187 / - / - / 8 0 E 1227 1146 / 247- Wind reactions based on MWFRS H Min Big Width Req = 1.5 F Min Big Width Req = 1.5 E Min Brg Width Req = - Bearings H & F are a rigid surface. Bearings H & F require a seat plate Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Comp. C - F 153 - 406 D - E 109 - 392 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS me care in fabricating, hhgndlingg, shiDDin , ingtalling,and braanp. , Refer to ind fallow the latest edition of (SCSI (Buildingormation, by TPI and 51iCA) fbr sa etpy practices pnor to perfo ming th; Ohs.ea e unctions Installers shall provide terhporarY less noted olnerwise,top chord shall have pro attached structural thing and bo t2m chord shall have a pro erlvocationsshownforarmamentlateralrestraint8fwebsshallhabranqinsl811edpfrSCSIsections83, 87 or Bt OyDatestoeachfaceotrussandDositionasshownaboveandonthestalls.un ess noted OlherwisSe. Refer to failure to buildthe. Ter suitabilityALPINE any MIrWO1M. 1f/ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 lob Number: N330072 Ply 2 SEON• 40382 / T31 / FLAT Cust, RR8975 JRef: 1WOM89750142 TEEN BUILDER Oty 1 FROM: JRH DrwNo: 086.18.1218.39951 Truss Label: FGS KD / WHK 03/27/2018 2 Complete Trusses Required 2'6"8 5'8" 819.' 11'4" 2'6"8 3'1 "8 3'1" i 2.7., a06 =4X4 1112X4 =4X8 =4X4 A B C D E 8'11"4 j 2'412 -j 58" '' 9'1.. 412 ' i Loading Criteria (psq Wind Criteria TCLL. 40.00 Wind Std, ASCE 7-10 TCDL: 10.00 Speed: 150 mph BCLL- 0.00 Enclosure: Closed BCDL 5.00 Risk Category: II Des Ld: 55.00 EXP: C Mean Height. 15.00 tt NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 3.0 psi Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing. 24.0 " C&C Dist a: 3 00 it Loc from endwall: Any GCPi 0.18 Wind Duration 1.60 Lumber Value Set 1313 (Effective 6/112013) Top chord 2x4 SP 92 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule, 0.128"x3" nails Top Chord. 1 Row @ 6.50" o.c. Bot Chord: 1 Row @12 00" o.c. Webs : 1 Row @ 4" o c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Our Fac =1.00 / Plate Dur.Fac.=1.00) TC: From 380 pit at 0 00 to 380 pit at 11.33 BC: From 80 pit at 0.00 to 80 pit at 11.33 Puriins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Snow Criteria (P9.Pf in PSF) Pg: NA Cc NA CAT W Pf: NA Ce: NA Lu, NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT.20(0)/10(0) Plate Type(s): WAVE 9.4" Deft/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL VERT(LL) 0.023 C 999 360 J 1854 /132 /539/- VERT(TL). 0.092 C 999 240 K 3800 / 270 1911- HORZ(LL) 0.007 A - F -639 / 639 / 99- HORZ(TL). 0 017 A Wind reactions based on MWFRS Creep Factor: 2.0 J Min Brg Width Req = 1 5 Max TC CSI: 0.905 K Min Brg Width Req = 2.6 Max BC CSI: 0 596 F Min Brg Width Req = - Max Web CSI: 0 852 Bearings J 8 K are a ngid surface Bearings J 6 K require a seat plate. W 7.2 8.0 I - Members not listed have forces less than 375# VIEW Ver: 17.02.02A 1213,21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - B 174 .1156 C - D 175 -1247 B - C 175 -1247 D - E 663 - 96 Maximum Bot Chord'Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I - H 1279 -196 H - G 54 - 394 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp A - J 145 - 885 H - D 1788 - 249 A - 1 1336 - 201 D - G 214 -1362 1-8 103 - 584 G - E 113 - 778 C - H 90 -582 Mind, , a t SAT O Wind loads based on MWFRS. Additional Notes /l ••. i .••• Negative reaction(s) of -639# MAX. from a non -wind L. sc ••••• N 7\ load case requires uplift connection. See Maximum r'c y%NAL ba Reactions. COA #08rrwp^ate Truss must be installed as shown with top chord up. 0327/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa riaat; Iophord nag h ndlin9g shiupppin , installing and brawn Refer to and fallow the la est edition of SCSI (Building Component S fety Information, br TPI S CA) ibi safehbrawnerBSI_Unless noted orwishallhattach n.gid ceikn. 4ocabons shownorrermanenI lat8ral restraint oiwebs shall hav braansljnslalled pfr SCSI sections 3,7 or BtO asappicee. pp v p ales to each face o truss and position as shown above and on t f1e oin etails, un ess noted otherwise. Refer to his dr win a failure to build the on th g driwpXg or over p%% LedesIgnshown. Fihe suitability any AL NEnm. corrwe 2400 Lake Orange Or Suite 150 Orlando FL. 32837 glob Number. N330072 Ply 2 SEON: 40383 / T29 / FLAT Cusl: R R8975 JRet. 1 W9M89750142 TEEN BUILDER Oly: 1 FROM. JRH DrwNo: 086.18.1218.39622 Truss Label; FG3 KM / OF 03/27/2018 2 Complete Trusses Required 2'10"10 1 5'5"12 8'6"3 2'10"10 272 3'0"6 A 4X12 1112B4 =4C4 = 4X12 D 86"3 2'10"10 3'1"2 26"6 1 2'10"10 + 5'11"12 8'6"3 1 Loading Criteria (psq Wind Criteria TCLL' 40.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed' 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II EXP. C Des Ld: 55.00 Mean Height 15.00 it NCBCLL: 0.00 TCDL' 4.2 psf Soffit: 2,00 BCDL: 3.0 psi Load Duration: 1 00 MWFRS Parallel Dist, 0 to hl2 Spacing. 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.I S Wind Duration: 160 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP 2400f-2 OE Webs 20 SP #3 :W1, W7 2x6 SP #2 N: W2, W6 20 SP 2400f-2 OE: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row @ 3.75" o.c. Boi Chord 2 Rows @ 3.50" o.c. (Each Row) Webs : 1 Row @ 4" o c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1 00 / Plate Dur.Fac.=1.00) TC: From 450 plf at 0.00 to 450 plf at 5.55 TC' From 100 plf at 5.55 to 100 plf at 8.51 BC: From 10 plf at 00010 10 plf al 8.51 TC. 373 Ib Conc. Load at 1.47. 3.62 TC: 100 Ib Conc. Load at 5.55 BC: 2747 lb Conc. Load at 0.97 BC: 757 lb Conc. Load at 2.72, 4.72, 6.72 BC: 1227 lb Conc. Load at 5.48 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Additional Notes Truss must be installed as shown with top chord up Snow Criteria (Pg,PI in PSF) Pg: NA CL NA CAT: W PL NA Ce NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.056 B 999 360 VERT(TL): 0.161 B 942 240 HORZ(LL): 0.015 A - - HORZ(TL): 0 029 A Creep Factor: 2.0 Max TC CSI. 0.860 Max BC CSI: 0.541 Max Web CSI 0.425 VIEW Ver. 17.02.02A.1213.21 Wind Wind loads based on MWFRS with additional C&C member design. rryq N!''`jGE Sir 0.708 1 ' i • SAT O i S/ONCOA #011i, A1W 1 03127/2018 IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W H 6217 /316 /133 /- /- /3.8 E 3753 /405 /133 /- /- /- Wind reactions based on MWFRS H Min Brg Width Req = 2 6 E Min Brg Width Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp A - B 312 -4055 C - D 379 - 3565 B - C 312 - 4055 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G . F 3706 - 387 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-H 177 -2122 C-F 116 -631 A - G 4296 - 331 F - D 3883 - 411 B - G 124 - 915 D - E 201 - 1704 G - C 389 - 9 quire extreme care in fabricating h ndlin4, shi ping installing,and brawn .. Refer to and follow the latest edition of SCSI ((Buildin i S Eery Information, byY TPI ano S CA) f$r satEI practices prior to performing these functions. Installers shall uurovrde terhpora BSI. Unless noted oUlerwise,top chord shall have pro rN attached s ructural sheathing and bo tQr or gnall hav a pro e id ceiling Locations shown for permanent latgral restr int 6f wgbs shal have braacinq9 nsglalled pgr Bc51 sections 63, 7 or 1 , 6 Apply Plates 0 each face of truss and position as shown above and on the JOinfDetails, unless noteo othervvlse. Refer to A•Z for standard plate positions. of not failuretobuild the o nThes i [agbilityALPINE i ri 1, or for r acceptance any sructure www elpine4w. com; TPI: m rrwpYAMNr 2400 Lake Orange Or Suite 150 Orlando FL, 32837 lob Number. N330072 Ply: 2 SEON: 40384 / T33 / FLAT Cusi: R R8975 JRef. 1 W9M89750142 TEEN BUILDER Oty: 1 FROM: JRH DrwNo. 086.18.1218.39795 Truss Label: FG4 KID / WHK 03/27/2018 2 Complete Trusses Required T 1 Loading Criteria lost) Wind Criteria TCLL: 4000 Wind Sid: ASCE 7-10 TCDL: 10.00 Speed: 150 mph BCLL: 0.00 Enclosure Closed BCDL: 5.00 Risk Category. II EXP. C Des Ld: 55 00DesLd:: 550.0 Mean Height: 15 001t TCDL: 4 2 psf Soft 200 BCDL: 3.0 psf Load Duration. 1.00 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc from endwall• Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 138 (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule 0 128"x3" nails Top Chord, 1 Row @ 2.00" o.c Bot Chord. 1 Row @12.00" o.c. Webs : 1 Row @ 4" O.C. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1 00 / Plate Dur.Fac =1.00) TC: From 390 plf at 0.00 to 390 plf at 290 BC: From 10 plf at 0 00 to 10 plf at 2.90 TC: 411 Ib Conc. Load at 0.33 TC: 790 Ib Conc. Load at 2.33 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. 1112X4 A =4X4 B 9'4" III3X6 III JA i i 2'10"12 2'10"12 2'10"12 Snow Criteria (Pg.PI in PSF) Dell/CSI Criteria Maximum Reactions (Ibs) Po: NA CC NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.001 B 999 360 D 1096 1139 / 45- Lu- NA Cs NA VERT(fL): 0.002 B 999 240 C 1263 / 188 / 45- Snow Duration, NA HORZ(LL). 0.000 A Wind reactions based on MWFRS HORZ( L) 0.001 A D Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 C Min Brg Width Req = - Bldg Code FBC 61h.ed 201 Max TC CSI: 0.749 I TPI Sid: 2014 Max BC CSI• 0.015 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CSI. 0.166 Maximum Web Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Webs Tens Comp. Webs Tens. Comp Plate Type(s). A - D 95 - 540 B - C 98 - 624 WAVE VIEW Ver 17.02.02A.1213.21 jGE sF •;C41 o. SAT O s •..........••G, y, S/OR COA #O L74Sr%balY"A wai+r 03/27/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of Inc. shall not to of failure to buildthe 0The suitability ALPINE m m+cc.rw. 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330072 Ply: 1 SEON• 40385 / T8 I HIP_ Cust: RR8975 JRef: 1W9M89750142 TEEN BUILDER Oty: 5 FROM: HMT DrwNo: 086.18.1218 38499 Truss Label: HJ7 I KM / DF 03/2712018 Loading Criteria (psf) TCLL: 20,00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24 0 " T y / Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a 3.00 it Loc. from endwall: NA GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP 24001-2.OE Webs 20 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Provide (3) 0 162"x3.5", min toe -nails at top chord Provide (3) 0.162"x3.5", min toe -nails at bottom chord IMPORTANT•' FURNISH THIS a division of 5'3"5 9110"1 5'3" 5 4'6"11 9 977 r 7"14 977 9,10"1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria • Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W PI: NA Ce: NA VERT(LL): 0.034 F 999 360 B 425 / 125 1. /- /. / 10 6 Lu: NA Cs: NA VERT(TL): 0.133 F 999 240 E 447 160 / - / 0 / 0 / 1 5 Snow Duration: NA HORZ(LL): 0.008 C - D 302 / 151 / - / - / - / 1.5 HORZ( L): 0.021 C Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1 5 Bldg Code, FBC 6th.ed 201 Max TC CSI. 0.860 E Mm Brg Width Req = - TPI Sid 2014 Max BC CSI: 0.462 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI 0.354 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Bearing B requires a seat plate. Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver. 17.02.02A.1213 21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. B - C 333 - 772 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp B - F 724 - 302 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C - F 332 -796 N1lnmuurgapprri P,••......• k 0.708 1 ' COA #0 L7glrr/OAw" 03/27/2018 ALL to THEINSTALLERS of failure to build the I or cover pa In. The sui ility ALPINE mffwaoMr.Hr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330072 I Ply: 1 I SEON. 40386 / T27 / HIP_ I Cust: R R8975 JRO: 1 W9MB9750142 TEEN BUILDER Oty. 1 FROM, JJP DrwNo. 086.18.1218.38421 Truss Label: HJ3 KM / DF 03/27/2018 Loading Criteria (psi) TCLL: 20.00 TCDL. 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL. 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 12 C 2X4(A1) 1 r5rr TY11 _i 3'5"11 Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category. II EXP: C Mean Height: 20.77 II TCDL: 4.2 psl BCDL: 5.0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a: 3.00 0 Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-5-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Snow Criteria (129.121 in PSF) Pg: NA Ct: NA CAT: W Pf, NA Ce: NA Lu NA Cs. NA Snow Duration. NA Code I Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Sid: 2014 Rep Factors Used: No FT/RT 20(0)/10(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 D HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI 0 080 Max BC CSI. 0.040 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 Additional Notes Provide rd Provide (2) 0.131"x3.0", min. foe -nails at bottomochord.yttnutrtlunnaprr r o. 7.08 1 A i J M I V • Q. 0 e COA' :TONAL EN , 03/27/2018 n Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 92 /42 /- /- /- /4.9 D 19 /- /5 /- /- /1.5 C 57 /34 /- /- /• /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, h ndlln9, shi pin , installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPi and S CA) rar sa 6 radices prior to perfoeming these functions Installers shall provide terhporary bracin er BCSI. Unl ss ogled o lierwlsfe,top chord shall have pro el attache structural sheathing and bpottQrr ghord 1$on l ha %a o o efN attach , ri 9Qtd ceilingQ. ocattons shown or ermanent lateral restr int f w bs shall he braawn iinSSkilled er Bc sec 0 as app Kahle. ApDTy at,.s to each face oftrussand position as shown agove and on tt%e JolnfgDetails, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a di AIM fI` Bu11it 11'nggCCompon ntS Grppup InC shall not be responsiple for any deviation from this dr winS ally failure tobuild the tin nYmance with A Soerp qe ility2400 Lake Orange Dr. listin thisinindicatesacceptancepiproTessiona! @n ine ring responsibility solely forth design shown. he su [ab Suite 150 and $seosthawingforanystructureis [he responsibility of to euilding DesigrSer pefANSI PI 1 SEc.2. Orlando FL. 32837 For moretnfamaWnseethisob's neral owes a e end these web sites ALPINE. www.al menw.com TPI: www, foal. : SBCA: www sbandus can, ICC www.iwale. Job Number: N330072 Ply: 1 SEON 40387 / T19 / EJAC Cust. RR8975 JRef: 1W9M89750142 TEEN BUILDER Oty: 19 FROM. JJP DrwNo: 086.18.1218.39778 Truss Label: EJ7 I I KD / DF 03/27/2018 Loading Criteria (psf) TCLL. 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " Lumber C 12'10" 11 12 6 rh c v1 ih v B A g,4„ D KF Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category: II EXP. C Mean Height: 15.00 ft TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: not in 4 50 It GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (3) 0.131'k3 0", min. toe -nails at lop chord. Provide (2) 0.131 "x3 0", min toe -nails at bottom chord. Snow Criteria (Pg.PI in PSF) Pg. NA Ct: NA CAT W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th ed TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.015 D HORZ(TL): 0.036 D Creep Factor: 2 0 Max TC CSI 0.926 Max BC CSI: 0.442 Max Web CSI: 0.000 VIEW Ver: 17 02 02A 1213 21 O. Z08 1 Ar o COA'UNAI. 03/27/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh IRL /W B 436 / 94 / 349 / - / 152 16.0 D 139 /15 /109 /- /- 11.5 C 233 / 112 / 150 / - I - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg h ndlingg shipping. inglalling,and bracing.. Refer to and follow the latest edition of BCSI (Building t Salety Information, by TPI and S CA) fD safety iactices prior to performing these functions. Installers shall provide temporary SCSI, Unless noted olherwisfe,top chord shall have pro , rN attache structural sheathing and boll% Nord gnall hav a pro any id ceilin .Locations shown or permanent lateral rest int f webs Shall hav bracing ms ailed p r BG I sections B3, 7 or 10, e App y ptat8s to each face, of truss and position as shown above and on 1I a JoinfDetails, un ess noted otherwise. Refer to 60A-Z for standard plate positions. not his drawif1 an failure to build theonthi0rwiXoroverpaeLe0eslgnshoqn. fhe sti bility ALPINE any ANMCD~ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number.. N330072 Ply. 1 SEON: 40388 / T9 / EJAC Cush RR8975 JReV 1W9M89750142 TEEN BUILDER Oly: 1 FROKJRH DrwNo: 086 18.1218.39935 Truss Label. EJ3G I I KD / WHK 03/27/2018 Loading Criteria (psi) TCLL. 20.00 TCDL, 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soft. 0.00 Load Duration. 1.25 Spacing: 24.0" T 1 12 B Al 77 21'4" 7 M ti A 20'0"12 C 2X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category: 11 EXP. C Mean Height: 21.03 n TCDL. 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9 00 it GCpi: 0.18 Wind Duration, 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 pit at 0.00 to 78 pIf at 2.50 BC From 20 pit at 0 00 to 20 pit at 2.50 BC: 566 lb Conc. Load at 1.56 Wind Wind loads based on MWFRS. Additional Notes Provide (2) 0.131"x3 0", min toe -nails at top chord. Provide (3) 0.131'k3.0", min. toe -nails at bottom chord. 2'6" 2'6" Snow Criteria (Pg.Pf in PSF) Pg: NA Ct, NA CAT: N/ PL NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Sld: 2014 Rep Factors Used- Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc Uden U# VERT(LL). NA VERT(TL) NA HORZ(LL). 0.003 C HORZ(TL)- 0.008 C Creep Factor. 2.0 Max TC CSI: 0.303 Max BC CSI- 0.825 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 H Ii o. 708 1 ot• S T O 44 COA'&ONA EN Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 356 / 142 / 94 / - / 45 14.0 C 329 /114 /38 /• I- /1.5 B 127 /67 /51 /- /- 11.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Beanng A is a rigid surface Members not listed have forces less than 375# 03/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricalin9, h ndlin9, shipping, installing and bracin Refer to and fellow the latest edition of BCSI (Building Safety Information, by TPI and S CA) for safety practices prior to perfoigming these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have pro . l attached structural sheathing and botIgchord Shall hav a properlyceilingyocabonsshownforDermanentlatgralrestmtbfwgbsshallhavbrdanginstalledpfrBCSIsecbons ¢3,7 or BtOeAuuTvPatestoeachfaceoftrussandPositionasshownaoveandontiePinDeits, un ess not otherwise. Refer to his drawing ap failure to build the on thi; drBwiXI or over pa QLedesrcnshown. fThe sultability any ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. N330072 Ply 1 SEON• 40389 / T24 / JACK Cust: R R8975 JRel: 1 W9M89750142 TEEN BUILDER Oty: 10 FROM: JJP DrwNo. 086.18.1218 37984 Truss Label: CJS I I KM / OF 03/27/2018 Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit, 0.00 Load Duration: 1.25 Spacing 24.0" C 12 6 c o n fV B 1 A D Wind Criteria Wind Sid: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 fl TCDL: 4.2 psi BCDL 5 0 psi MWFRS Parallel Dist. 0 to h/2 C&C Dist a, 3.00 It Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration 1.60 Value Set: 13B (Effective 6/l/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3 0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pt in PSF) Pg: NA Cl: NA CAT: W Pf: NA Ce- NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT 20(0)/10(0) Plate Type(s): WAVE 5' 5' Defl/CSI Criteria • Maximum Reactions (Ibs) PP Deflection in loc Udefl U# I Loc R / U / Rw / Rh / RL / W VERT(LL) NA VERT(TL) NA HORZ(LL): 0.006 D HORZ(TL). 0.013 D Creep Factor 2 0 Max TC CSI: 0,435 Max BC CSI 0.294 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213 21 yr,• o. Z08 1 o S T O • COAL TONAL 03/27/2018 B 341 /77 /279 /• /114 /8.0 D 95 /9 /72 /• /- /15 C 165 /79 /105 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9gr extreme care in fabricating, h ndling, shipping, ingtelling.and bracln Refer to and Ipllow the latest edition of SCSI (BuildinglSaetyInformation, b WI and S CA) tOr safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless ngted oherwise,top chord shall have property attached structural sheathing and boriom chord ghall hav a proper0y qtdC dingg. Locations s own for ermanent latgral restrrilnt 6f w bs shall hav@ braaclnqc nslalled uer BCSI secoons 3,7 or 37fle. ADDTv olates to each face of truss and DOsilion as shown move and on the JOinfDetails, unless noted Otherwise. Refer to failure to build Qtthen. 'he sui9 bility ALPINE any m.cow.nr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330072 Ply: 1 SEON• 40390 / T21 / JACK Cust, R R8975 JRef. 1 W9M89750142 TEEN BUILDER Oty 13 FROM: JJP DrwNo: 086 18.1218.39701 Truss Label. CJ3 I I KM / DF 03/27/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 17.00 SCLL. 0.00 BCDL 10.00 Des Ld. 47.00 NCBCLL: 1000 Soffit: 0.00 Load Duration 1 25 Spacing: 24.0 " 1 4" 3 C i'_ ,, • 3' _I 3' Wind Criteria Snow Criteria (Pg.PI in PSF) Defl/CSI Criteria Wind Std: ASCE 7-10 Pg: NA CC NA CAT: NA PP Deflection in loc Udell U# Speed: 150 mph Pf: NA Ce: NA VERT(LL)' NA Enclosure: Closed Lu. NA Cs: NA VERT(TL) NA Risk Category: II Snow Duration: NA HORZ(LL) 0.001 D EXP: C HORZ(TL)- 0.002 D Mean Height. 15.00 R Code / Misc Criteria Creep Factor: 2.0TCDL: . list 0 psf5RS Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.188 WFParallel Dist: 0 to hl2 MWFBCDRSTPI Sid: 2014 Max BC CSI: 0.097 C& C Dist a: 3.00 R Rep Factors Used: Yes Max Web CSI 0,000 Loc. from endwall Any FT/RT.20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration 1.60 WAVE VIEW Ver: 17.02.02A.1213 21 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 0 131"x3 0", min toe -nails at top chord. Provide ( 2) 0.131"x3.0", min. toe -nails at bottom chord. M O L0 M N Maximum Reactions fibs) Loc R /U /Rw /Rh /RL /W B 250 161 / 214 / - / 75 18.0 D 54 /4 /42 /- /- 11.5 C 90 /44 /54 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# 3a NJ'•v E 0. 7108 1 06A S T O COA O ONAti N , rrw pnrwt*~ 03/ 27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fatt_ncating, h ndlin , shippin , installing and bracing.. Refer to and follow the latest edition of BCSI (Buildingg ComponentSafetyInformation, by I Plan S CA) f r saffety {ractices pnor to perfo ming these functions. Installers shall provide lerhpor. bracing peQBCSI. Unless noted olhenvise;Op chord have property at che s rudural ahgal hing and bo R2rr2 chord mall hav@ a or 11l attach , ri id ceihnp Locabons shown for ermane t latgral restr lnt i w bs s al ha br cIn ns ailed p r BCSI secbons B3, B7 or t as app iCa e. AppTy tat s to ach face, o truss an position as shown a ova and on the oin etalls, un ass not otherwise. Refer to drawings160A•Z for sPanr ard to, positions. ALPINE At ine, a division of ITW Buitddl1'ng CComponsntR GT0 Ins. shall not be responsible for any deviation from this drawing any failure to build the W"WC truss in cgnformance with ANSIIi PI 1, or for hanGlirig shipping, installation and bracing of trussesA real on thig dr8wiitgg or go vere,gge@ 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofprofessionseenrneerin9irespponsibilityysogel orthe design shov7n. The lfablllty Suite 150 and fiseofthisdrawing, forany structure is the responsibilitf ofethe Buildiitg Desigrier peANSIrrPI 1 S c.2. For more information see thisjob's general notes page and these web ales: ALPINE www.at 'neitw com TPI: www. inst.or ; SBCA: www aftindustry com ICC: www.ftwfs Ora Orlando FL. 32837 Job Number. N330072 I Pty. 1 SEON' 40391 / T20 / JACK I Cust. R R8975 JRef. 1 W9M89750142 TEEN BUILDER Oty: 2 jFROM:RDG DrwNo: 086.18.1218.37641 Truss Label: CJt KO / OF 03/2712018 Loading Criteria (psi) TCLL: 20.00 TCDL, 17.00 BCLL: 0,00 BCDL: 10.00 Des Ld: 47.00 NCBCLL' 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24 0 " 4"3 T Wind Criteria Wind Sid: ASCE 7-10 Speed, 150 mph Enclosure: Closed Risk Category: II EXP. C Mean Height, 15.00 It TCDL* 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a. 3.00 fl Loc. from endwall: Any GCpi. 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP 02 N Bot chord 20 SP #2 N Lumber value set 138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.13Vx3.0", min. toe -nails at bottom chord. IMPORTANT'* FURNISH THIS any E 12 6 F, C Snow Criteria (Pg,Pf in PSF) Fig: NA Cl: NA CAT: W Pf: NA Ce NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 61h.ed TPI Std: 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE T o Defl/CSI Criteria PP Deflection in loc Uden U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 D HORZ(TL). 0.000 D Creep Factor: 2.0 Max TC CSI: 0.171 Max BC CSI: 0 022 Max Web CSI: 0.000 VIEW Ver: 17.02.02A 1213.21 o. 7.08 1 S AT O Q COA a®oNAt 03/27/2018 ON THIS DRAWINGI TORS INCLUDING" on M III Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 194 /64 /186 /- /37 /8.0 D 9 /10 /14 /- /- /1.5 C -15 /29 /21 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# INSTALLERS Dw the latest edition of BCSI (Building is. Installers shall provide to porary nd bottQr chord $hall hav pro e led r BGSI sections 3, or 1 , i, unless noteC otherwise. Refer to his dr wingg,afz1y failure to build the IBeslygnrsh i ilgnor co, sultabtltty A IPLNE 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. N330072 TEEN BUILDER Truss Label: FT1GE Ply: 1 Oly: 1I SEON 40392 / T37 / SY42 FROM: JRHI Cust. RR8975 JRef. 1W910189750142 DrwNo: 086.18.1218.39186IKMIOF03/27/2018 11"12 F 4 9"4 1'4 rj',5'4 hl8 1,16 T,9"4F1j 8 a 254+ 3'7'1, 4'11'1 a , 6'3'1 T7"1y 811"12 15'7"4 i' 4' gg8 1'5"8 1•Y8 1'2 8 1'Y8 1.2'8 1'2"8, 6'7'8 1"1 i-1712+ 2'6" —'{'— 76' 111.5X3 as1.5X3 4X4 w3X6 4X6 A B C D E F G H I J K T m Ie 1 e N M L V U T R O O a 3X3 in 4X6 1114X4 a 1.5X3 011.SX3 011.5X3 011.SX3 101.5X3 IA 1 5X3 04X4 101.5X3 7"4 91 i 6 Loading Criteria (psq Wind Criteria TCLL: 40.00 Wind Sid. ASCE 7.10 TCDL: 10.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 5.00 Risk Category: II Des Ld. 55.00 Mea C NCBCLL: 10.00 Mean Height 15.00 fl TCDL: 4.2 ps( Soffit: 2.00 BCDL: 3.0 psi Load Duration: 1.00 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpr 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 2400f-2.0E Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1 00) TC. From 442 plf at 0.00 to 442 plf at 15.48 BC: From 10 plf at 0.00 to 10 plf at 15.48 TC 1212 lb Conc. Load at 15.38 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be Installed as shown with top chord up. IMPORTANT•• FURNISH THIS reqquire extreme care In fabnwtingg, 1nen[ Safety Information, b TPI and SEperSCSI., Unless noted ot{herwige,top r1 nggiggd Celhn, pLlocgations shown for e jsa80A--Z I rstantCard plate positonf sn a division of ITW Buit r omponeni conf4rmance with A 5I 1 1, or for this yrawin indicates acceptance e of this cawing for any structure information see lltis job's general notes page or 11574 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw I Rh / RL / W Pf NA Ce: NA VERT(LL): 0.026 J 999 360 V 202 / 3 / 58 / - / - / 7.2 Lu NA Cs: NA VERT(TL): 0.108 J 999 240 V' 584 / 43 / 173 I - / - / 108 Snow Duration: NA HORZ(LL): 0.005 1 - - L 2747 / 107 / 789- HORZ(TL): 0 014 1 Wind reactions based on MWFRS Code I Misc Criteria Creep Factor: 2.0 V Min Brg Width Req = 1.5 Bldg Code: FBC 61h.ed 20V Max TC CSI: 0.987 V Min Big Width Req = - TPI Sid: 2014 Max BC CSI: 0.588 L Min Brg Width Req = - Rep Factors Used- Yes Max Web CSI: 0.594 Bearings V & V are a rigid surface Bearing V requires a seat plate. FT/RT:12(0)/10(0) Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver: 12A 1213.21 7.02.0 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. 1- 1 150 -1165 J - K 94 -662 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. O- N 914 -111 N-M 1442 -184 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp B - U 59 - 480 0-1 180 -1497 C- T 76 -616 I-N 432 -62 D- S 67 -585 N-J 68 -410 E - R 67 - 589 J - M 144 -1239 F - O 67 - 593 M - K 1248 -150 G - P 66 - 572 L - K 7 - 775 H- O 63 -555 K-L 178 -1%7 o. 708 1 S T O n# vpV IONAI. r'd.+•y'r 103272018 W ALL NOTES ON THIS DRAWINGI ALL CONTRACTORS INCLUDING THE INSTALLERS in; talling,and bracing. , Refer to and follow the latest edltl n of SCSI (Building racticpesr ypnor to perfo`i ming these functtiions. Instaallers Val provide temporary Y estrrinttitwabsshallhaverbrseaanalnsraaledpoettBCIosrecUons 3 7 oroelo asshownaboveandontheJoln>9lietalls, unless not otherwise. Refer to ALPINE 11 not be responsiple for any deviation from this drawin any failure to build the nmrtLruw,r 1qQ, instBllatl0n and bracing of trussesA seat on this drbwing or Cove pag@ 2400 Lake Orange Dr. 1r en sneering responslbrlf y solely (or re design shown. The surcability Suite t50 Jbilit of the Building Designer pe ANSI/fPl 1 c.2. ALPINE www al •nenw.com• TPI: www, cost. ; SBCA• www sbcindus tom; ICC: www.iccsafe.oiy Orlando FL, 32837 Job Number. N330072 Ply: 1 SEON: 40393 r T41 / SY42 Cusv RR8975 JRef: 1W9MB9750142 TEEN BUILDER Oty: 5 FROM, JJP DrwNo: 086 18.1218.39420 Truss Label: FT2 I I I KM / DF 0312712018 Loading Criteria (psq TCLL: 40.00 TCDL: 10.00 BCLL 000 BCDL- 500 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration 1 00 Spacing: 24.0 " 6'9" i 8'9" 12 15'4" 12 6'9" 12'0" 12 67" Y 't'_ 2,6.. _. 1111232'i TYP) 4X6 1.5X3 1111 5X3 A B C D 1'3"11— 2'5..8 04 1111.5X3 =1.5X3 E F G H U I 012 I I memeVWFIIAAAF ON 1.5X3 —"^" —"^" 1112X4 1112X4 15'4"12 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA R TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a. NA R Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 02 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "13131" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1Od Box or Gun nails (0128"xT%min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Snow Criteria (Pg.PI in PSF) Pg, NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed TPI Std- 2014 Rep Factors Used: Yes FT/RT.12(0)/10(0) Plate Type(s): WAVE Dell/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.119 D 999 360 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W 0 840 / . / - / - / - / 7.2 VERT(TL). 0.275 D 900 240 J 827 / . / - / - / - / 3.5 HORZ(LL): 0.026 8 - O Min Brg Width Req = 15 HORZ(TL): 0.043 8 J Min Big Width Req = 1 5 Creep Factor: 2.0 Bearings O 8 J are a rigid surface. Max TC CSI- 0.773 Bearing O requires a seat plate Max BC CSI; 0 779 Max Web CSI: 0.433 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver:170202A1213.21 A-B 0 -571 E-F 0 -1910 B-C 0-1454 F-G 0 -1455 C-D 0 -1910 G-H 0 -571 D - E 0 .1917 03127/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P-0 1130 0 M-L 1747 0 O- N 1755 0 L- K 1130 0 N - M 1917 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. A-O 0 •821 M-F 461 0 A-P 910 0 F -L 0 474 P-B 0 -888 L-G 516 0 0-0 514 0 G-K 0 888 O- C 0 -478 K- H 907 0 C-N 454 -5 H-J 0 773 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS aqutre extreme care in fabncatin9g, lh1 ndlin , hi in , installing and bracin . , Refer to and follow the latest edition of 13CSI (Building f S fety Information, by TPI and Sf CA) t$r sa etpy ractices pnor to performing these functions Installers shall provide temporary gB SI, Unless noted olherwise.t p chordshallhave property atteachl structural shp thin and bg t%nag ordl hall hav%a oroQer_y id ceihn . ocaUons Shown for ermane t lateral restraint f w bs s at have br pn ins lied p r BG se Bto e._ ARP v D ales to each face o truss an position as shown above and on the oin Details, un ess not otherwise. Refer to a division of ITW Buitd1' n ompongnis Grpu In shallnot be re;pons'Iale for any deviation from this h wI g a 1 r failure to build the conf iman 9 wdh Ar 51 I 1por or QndPli SL s ippinq, mst IlaUGdn ano bracing of IrussesA Beal on t ig tlrew g or Cover ptge this rawin IndICa es accelancefroessonaenneerin9responsbillsoleforthedesnshon. The su [ability too this cawing or anysivctureseresponsibilltoftheBuildingDesignerpeANSUTPI1c.2. www alpineew come TPI www tpinst ore: SBCA: www ALPINE A"r1wo n n 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number. N330072 Py. 1 SEON• 40394 / T38 / SY42 Cusl: R R8975 JRel: 1 W910189750142 TEEN BUILDER Oly: 7 FROM: JJP DrwNo' 086.18 1216 37767 Truss Label: FT3 I I KM / OF 03/2712018 6'9" 8.6"8 15' 1 "8 6'9" 1,9"8 67' f„1'— 2,6„ —'i 1i32' i 1,3„1Z i' 'i'_ 2,5„8 -- T'P) 4X6 1 5X3 1111.5X3 1111.5X3 =06 A B C D E F G H ONE so 1.61.0./ N r V IV Ivl L r\ J 1 15X3 =04 =4X4 1112X4 1112X4 15'1"8 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT' NA PP Deflection in loc Udell L/# Loc R I U / Rw / Rh I RL / W P 825 I • l - l - I • 17.2TCDL. 10,00 Speed NA mph PI: NA Ce. NA VERT(LL): 0.112 D 999 360 BCLL: 0.00 Enclosure: NA Lu NA Cs NA VERT(TL). 0.239 D 999 240 1 825 I • / - / • / • / - BCDL: 5.00 Category: NA Snow Duration. NA HORZ(LL). 0.023 J - P Min Big Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ L ' 0.037 B I Min B Width Rer9 q Code / Misc CriteriaNCBCLL. 10.00 Mean Height: NA tt9 Creep Factor: 2.0 Bearing P is a rigid surface Soffit: 2.00 TCDL NA psf BCDL: NA psf BldgCode FBC 6th ad 201 Max TC CSI: 0.652 Bearing P requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.715 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used. Yes Max Web CSI' 0.424 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall. NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens Comp 1. NA GCpi: NA Plate Type(s): VIEW Ver. 17.02.02A.1213.21 A - B 0 - 559 E - F 0 -1844WindDuration: NA WAVE Value Set: 130 (Effective 6/1/2013) Top chord 02 SP #2 N Sot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set 13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3.10d Box or Gun nails (0.128"4",min.). Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up. 03/272018 B-C 0 -1417 F-G 0 -1418 C-D 0 •1845 G-H 0 -557 D-E 0-1851 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. O-N 1106 0 L-K 1699 0 N-M 1706 0 K-J 1105 0 M - L 1851 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. A- P 0 .806 L- F 424 16 A- O 891 0 F- K 0 456 O- B 0- 869 K- G 498 0 B- N 495 0 G- J 0 869 N-C 0 -459 J -H 888 0 C-M 417 -23 H-1 0 802 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9uire extreme care in fa Asatin9, h ndlin9, ship in , in$talling and brawn . _ Refer to and f91low the latest editi n of BCSI (Building Component S fety Information, by. TPI ano S CA) for safetpy ractices prior to peAo mmg these functions. Installers shal provide temporary brawn999 Der B SI.. Unless noted otherwise,top chord shalt have properly attached structural shffalhin9 and boltQrtl chord ghall have a proRerllr attachgo rigid cei in. Locations shown for Dermanent latgral restraint bf webs shall have braaan9q nssla11 J pfr SCSI sections B3, 87 or B70 as applicatste. G y ptat8s to each face of truss and position as shown above and on the Joinf Details, un ess noted otherwise. Refer to ALPINEdrawings160A-Z gr standard plate positions. Alppine, a division of ITW Byit 11'n11 ompon nt GreqyC In .,shall not be responsible for any deviation from this drawing any failure to build the INSS in of rmance with Af 51/T 11, or orandur sl s tlnpinq, Installation and braang of trussesA seat on thi; drawirlq or over pagge 2400 Lake Orange Dr. listing this 8rawin indicates acceptance of proTessionar en in Bring re9ponsibllfty sole ror the design shown. 4The suiCability Suite 150and se of this rawing for any structure is the responsibility o the 9uitding DesiglSer pe ANSIITPI 1 SEc.2. For moro Informauon see Nis ob's neral Motes and Ness web sites ALPINE• www al Ineltw.tan TPI, www. Inst.or • SBCA: www.abandus .wm• ICC' vrww itx:sete.wg Orlando FL, 32837 Job Number: N330072 Ply: 1 SEON• 40395 / T40 / SY42 Cust: R R8975 JRef. t W9M89750142 TEEN BUILDER Oty. 7 FROM: JJP DrwNo: 086.18.1218.39108 Truss Label: FT4 KM / DF 03/27/2018 5'6" 6'10"4 14'8"12 5'6" IW 4 7'10"8 F 't_ 2,6„ T'P) 06 = 04 1.5X3 =1.5X3 A B C D E F G o i 1.5X3Iu = 4X4 v N PA 1111. 5X3 1111.5X3 L = 4X4 1112 4x1112X4 14' 8"12 Loading Criteria (psq Wind Criteria Snow Criteria (Pg.Pr in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT, NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W 0 803 1. / - / • / • 17.2 TCDL10,00 Speed: NA mph Pf NA Ce- NA VERT(LL): 0 130 D 999 360 BCLL: 0.00 Enclosure: NA Lu. NA Cs: NA VERT(TL). 0247 D 939 240 1 791 /. /. /. /. /3.5 BCDL: 5,00 Category: NA Snow Duration: NA HORZ(LL)- 0 017 J - - 0 Min Brg Width Req = 1.5 Des Ld. 55 EXP- NA.00 HORZ(TL) 0.024 J - - I Min Brg Width Req = 1.5 Code/ Misc Criteria NCBCLL: 10.00 Mean Height: NA It Creep Factor: 2.0 Bearings 0 8 I are a rigid surface. Soffit: 2.00 7CDL: NA psi BCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0,541 Bearing 0 requires a seat plate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI. 0.816 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a NA tt Rep Factors Used: Yes Max Web CSI. 0.410 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT 12(0)/10(0) Chords Tens Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): IVIEW Ver: 17.02.02A.1213.21 A - B 0 -540 D - E 0 -1722 WindDuration: NA WAVE Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.) Slrongback material to be supplied by erection contractor. Truss must be installed as shown with top Chord up. ANT'* B- C 0-1367 lr E- F 0 -1371 C- D 0 -1711 F-G 0 -539 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P- 0 1063 0 M-L 1717 0 O- N 1705 0 L- K 1658 0 N- M 1711 0 K-J 1066 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- 0 0- 787 E- K 0 - 456 A- P 861 0 K- F 484 0 P- B 0 -829 F -J 0 -837 1itrOrllrlrp rrr'' B- 0 483 0 J- G 857 0 H O- C 0- 572 G- 1 0 -738 a;•• GE Sic •• 1; 0. 7.08 1 S(' ATO Q v q, wQrM„purr 03272018 IING THE INSTALLERS to and follow the latest edition of failuretobuildthe nor Whe s arability ALPINE mrrw WVM/ r/ 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number. N330072 Ply: 1 SEON. 40396 / T49 / SY42 Cusl: RR8975 JReI: 1W9M89750142 TEEN BUILDER Oly' 1 FROM. JJP DrwNo' 086.18.1218.38733 Truss Label: FT4A KM / OF 03/2712018 54" T1'12 I VI" 12 1'6" ,4 51" t t— 2' 6" -- q i— 1'54 1*4"8 1i 9 12'i TYP) s3X61111.5X3 a I.SX3 m 3X4 in 1.5X3 =-1.5X3 A B C D E F G H I T e e T S R O P 0 M L K Is 1.SX3 w 3X4 011.5X3 In 1 5X3 a 3X4 IO2X4 1112X4 11'1'B 3. 7" 4 — 14'8"12 i Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL. 40.00 Wind Sid: NA Fig: NA Ct: NA CAT' NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W T / - / - / - / - 172 TCDL: 10.00 Speed: NAmphPf: NA Ce: NA VERT(LL): 0,069 C 999 360 BCLL: 0.00 Enclosure: NA Lu NA Cs NA VERT(fl): 0.151 C 999 240 815 N 815 / - / - / - / - / 3 5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): D.017 B - K 251 / 36 / - / - / - / 3.5 Des Ld. 55.00 HORZ( TL): 0.026 B T Min Brg Width Req = 1 5 Code / Misc Criteria NCBCLL. 10. 00 Mn HHMeaeight. NA fl Mean CreepFactor: 2.0 NMin Brg Width Req = 1.5 Soffit: 2 00 TCDL: NA psi BCDL: NA sf p Bldg Code: FBC 6th.ed201 Max TC CSI: 0.511 K Min B Width Re 1.5 q Load Duration: 1.00 MWFRSParallel Dist. NA TPI Sid: 2014 Max BC CSI. 0.715 Bearings T, N, 8 K are a rigid surface. Bearing T requires a seal plate. Spacing: 24.0 " C&C Dist a: NA ff Rep Factors Used. Yes Max Web CSI: 0.293 Loc. from endwall: NA FT/RT. 12(0)/10(0) Members not listed have forces less than 375# I. NA GCpi: NA Plate Type( s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver. 17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 0 -385 C- D 0 -972 Value Set: 130 (Effective 6/1/ 2013) B - C 0 -891 D - E 0 -683 Top chord 02 SP #2 N Bot chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP 03 Chords Tens Comp. Chows Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC S - R 761 0 P - 0 968 0 R-O 974 0 O-N 413 0 Plating Notes O - P 972 0 All plates are 3X3 except as noted. Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens Comp. Webs Tens. Comp 2x6 03 HEM -FIR or better continuous sirongback. A - T 0 -592 D - O 0 458 Attach to each truss where shownwith3.10d Box or A S 616 0 O - E 432 0 Gun nails (0.128"x3".min ). Slrongback material to - be supplied by erection contractor.1ppUllrilulflup, S - B 0 -597 E - N 0 - 697 Truss must be installed as shown with top chord up. i v, H. N+y 0.708 1 r o e S T O • Q e F CO7AA I1 Q n'nauwh` 0327/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa ricatin9g, h ndlin9, shin in , in.4 ing.and braclnp Refer to and follow the latest edition of PCSI (Building Component Safety Information, byY TPI andSCA) tar saiepty 8ractices prior to perfo ming these functions Installers sh II provide to parary bracing per BCSI. Unless noted olnerwise, top chord shall have pro attached structural sheathin and bottom chor ghall hav a pro enn attached rigid ceilin Lovations shown forermaner)t latgral restr8mt bf webs shall hav, braunp installed pgr BCSI sections 3, 7 or et Oy as app ica e. App yplai8stoeachfaceotrussandpositionasshownaboveandontieJoinfUetails, un ess noted otherwise. Retter (o drawings 160A-Z for standard plate positions. ALPINE Alppin a division of ITW B11itddl' n CCom n nls Grou In .,shall not be responsible for an deviation from this dr winS,a failure to build the µm., A1 n t Gp gor yo0fdr8wilnqconformancewithAN11PI1handbr s tippmfl, installation and brawn9g trussesA seat on thi; or over paggeQ 2400 Lake Orange Dr. listing this drawing indicates acceptance ofproessionareninerin9responslbilisolelyfothedesignshown. oThe suiCabflity 9se and of this fiiawing foranystructureismeresponsibflit o the 9uilding DesigrSer pefANSUTPI 1 SEc.2. Suite 150 For more inlamabon see tMa ob' s eneral notes a e and these web sites: ALPINE: www.al meiiw can, TPI www 'nst or ; SBCA. www.abandus .wm• ICC: www.itxsere.wg Orlando FL. 32837 Job Number. N330072 Ply: 1 SEON: 40397 / T28 / SY42 Cusl: R R8975 JReV 1 W9M89750142 TEEN BUILDER Oty 1 FROM. JJP DrwNo, 086.18 1218 37985 Truss Label: FTSGE I KM / OF 03127/2018 1'7"12 1'7"12 14'8"12 13'1" 17" —{-- 1'4" --{ lYP) 3X4 1113X3 1112X4 1112X4 1112X4 1112X4 1112X4 1112X4 1112X4 A B C D E F G H I J K L 3X3 147"4 14,8"12 I Loading Criteria (psq Wind Criteria Snow Criteria (Pg.PI in PSF) Deft/CSI Criteria Maximum Reactions (lbs), or'=PLF TCLL: 40.00 Wind Std: ASCE 7-10 Fig: NA Cl: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W Y' 446 / 32 / 31 /. / - / 175TCDL: 10.00 Speed: 150 mph Pf NA Ce: NA VERT(LL): 0.001 B 999 360 BCLL 0.00 Enclosure: Closed Lu: NA Cs. NA VERT(R): 0.003 B 999 240 Wind reactions based on MWFRS BCDL: 5.00 Risk Category: II Snow Duration' NA HORZ(LL). -0.000 B - Y Min Brg Width Req = - Des Ld: 55.00 EXP: C HORZ L . 0.000 BT) Bearing Y is a rigid surface99 Code/ Misc CriteriaNCBCLL: 10.00 Mean Height: 15.00 it TCDL: 4.2 psi CreepFactor: 2.0 Soffit: 2.00 BCDL: 3 0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.828 Members not listed have forces less than 375# Load Duration' 1.00 MWFRS Parallel Dist: 0 to h/2 7PI Sid, 2074 Max BC CSI 0.038 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. Spacing: 24.0 " C&C Dist a 3.00 It Rep Factors Used. Yes Max Web CSI: 0.141 Loc. from endwall: Any FT/RT:20(0)/l0(0) X - B 100 - 742 G - S 69 •586 GCpi. 0.18 Plate Type(s): C • W 69 - 544 H - R 69 - 587 VIEW Ver 17.02.02A.1213.21WindDuration: 1.60 WAVE D - V 70 - 596 1-0 70 - 583 E - U 69 - 585 J - P 81 - 603 F-T 69 -587 K-O 69 -516Lumber Value Set: 138 (Effective 6/1/2013) Top chord 02 SP #2 N Bot chord 02 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer Special Loads Lumber Dur Fac.=1.00 / Plate Dur Fac.=1 00) TC' From 440 pit at 0.00 to 440 pit at 14.48 BC: From 10 pit at 0.00 to 10 plf at 14.60 Plating Notes All plates are 1.5X3 except as noted Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is not exposed to wind Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. r ell e GE SF '. i o. 7.08 1 03/27/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa ricatin9 h ndling shin In in tallin and braana Refer to nd follow he latest edlilon of SCSI fBuildin9Componen[ Safety Information, by TPI and S CA) f0i safetpy ractices prior to performing these a( unclions. Installers shall provide terhporerYbracinerBCSI. Unless noted oy erwise,top chord shall have pro . rN attached structural sheathing and boriQrtl chord Shall hav a proe attach. durlgid a:llin Locations shown for ermanent latqral restr int bf webs shall hav bracing installed cer BCSI sections Q3, 7 or 10 as applica0le App y plates to each face oftruss and position as shown above and on tie JoinfDelalls, unless noted otherwise. Refer to ALPINE drawings160A-Z fOr standard plate positions. Alpina, a division of ITW B itddl'nctCComHants Grpup In .,shall npt be responsible for an deviation from this dr win af1Y failure to build the mffwc tssInnformancewith %NSIIfPI 1 PO for handllrf l s tlDpinq, Inst IlatlOn and bracing yof,lrussesA eat on th; dr wirlg or over pagg 2400 Lake Orange Dr.ry listing this drawing indicates acceD ance oT proTessionar een neerin9g respponslbillttyy solelyo the deaf n shown.he sui[a ili 9 and gse of this drawing Tor any structure is p e responsibilit oT the Building DesigiSer perANSIITPI 1 S c.2. Suite 150 For morn inlormetion sae this'ob's eneral notes and these web sites ALPINE www tll ' eitw.com TPI: www et.lN ; SBCA www.aDantlus .cam• ICC www.iccsal*we Orlando FL, 32837 Job Number: N330072 Ply. 1 /SY42SEON: 40398 / T39 Cusl• R R8975 JRe1: 1 W9M89750142 TEEN BUILDER Oly' 3 I FROM: JJP DrwNo: 086 18.1218.38967 Truss Label: FT6 I I KM / DF 03/27/2018 Loading Criteria (psq TCLL 40,00 TCDL: 10.00 BCLL: 0.00 BCOL: 5.00 Des Ld. 55.00 NCBCLL' 10.00 Soffit. 2.00 Load Duration: 1.00 Spacing: 24.0 " 5'6" 7' 10" 4 14'5"12 5'6" 2'4"4 6T 8 4„g 1'3"12 F t'_ 2,6,. --1 i' NP) 4X6 a 1.5X3 1111 5X3 =4X6 A B C D E F G Wind Criteria Wind Sid: NA Speed: NA mph Enclosure' NA Category. NA EXP: NA Mean Height: NA R TCDL. NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall. NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 5/1/2013) Top chord 4x2 SP ff2 N Bot chord 4x2 SP fit Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted Additional Notes 2x6 ft3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-1Od Box or Gun nails (0.128"xT%min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu NA Cs' NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Std: 2014 Rep Factors Used Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE 14'5"12 Deft/CSI Criteria PP Deflection in loc Udell Uff VERT(LL): 0.150 D 999 360 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL 0 789/- VERT(TL): 0.330 D 693 240 H 789- HORZ(LL) -0.023 G - O Min Brg Width Req = 1.5 HORZ(TL): 0.037 G H Min Brg Width Req = - Creep Factor: 2.0 Bearing O is a rigid surface. Max TC CSI: 0.884 Bearing 0 requires a seat plate. Max BC CSI: 0 788 W 7.2 Max Web CSI: 0.400 Members not listed have forces less than 3751f Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17 02 02A.1213.21 A - B 0 -527 D - E 0 -1660 B -C 0-1339 E-F 0 -1339 C- D 0 -1665 F- G 0 - 526 1 0.7108 1 o Z SAT O •: COA t 77 ,ONA- 03/272018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp N- M 1038 0 K- J 1584 0 M-L 1661 0 J-1 1049 0 L - K 1665 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- O 0- 773 E- J 0 390 A- N 841 0 J- F 460 0 N-B 0 - 811 F-I 0 831 B- M 479 0 I- G 838 0 M-C 0 -% 5 G-H 0 763 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating h ndlin9, shi in , ingtalling,and bracing Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI asnd ; CA)1ar saf ryr practiDcesrNprior toperfot ming these functions Installers shall provide temporary lid Ceili^gnlLocationsslhhownforpermaonetlateralrestrrint6fattachedshallrhavuerablraq^a01hsa1led pfnoBrtC( nosrestsons Q3 7 or 1 _v e Apply patestoeachfaceofTussandpositionasshownaboveandontheomDetails, un ass not otherwise Refer to a division of any failure to build the 1 or cover pa n. The sulgtility ALPINE NE mnwmWMr/ 2400Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330072 Ply: 1 SEON: 40399 / T15 / SY42 Cust: RR8975 JRef, 1W9M89750142 TEEN BUILDER Oty: 1 FROM. JJP DrwNo: 086 18 1218.39702 Truss Label: FT7 KM / DF 0327/2018 5'6" 7'10"4 14'5"12 5'6" 74"4 i 67"8 4"8 1'3"12 TYP) s 3X6 a 1.5X3 III 1 5X3 3X6 A B C D E F G Te m 1 a O N M L K J I H isI.5X3 -3X4 1111.5X3 1113X4 1112X4 1112X4 6'1" 8'4"12 14'5"12 i Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell UA Loc R / U / Rw / Rh / RL / W O 620 / - / - / • / • / 7.2TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL) 0.141 D 692 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL) 0.315 D 428 240 L 288 / - / - / • / - / 8.0 BCDL: 5.00 Category NA Snow Duration: NA HORZ(LL)- -0 023 G - - H 671 / - / - / • / • / - Des Ld: 55.00 EXP: NA HORZ L 0.037 GT) O Min B Width R 1.5r9eq = Code / Misc CriteriaNCBCLL: 10.00 Mean Height: NA It TCDL: NA psi Creep Factor: 2.0 L Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: NA p Bldg Code: FBC 61h.ed 201 Max TC CSI: 0.747 H Min B Width Re q = - Load Duration- 1.00 MWFRS Parallel Dist. NA TPI Sid: 2014 Max BC CSI' 0.798 Bearings 0 8 L are a rigid surface. Bearings O 8 L require a seat plate. Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used Yes Max Web CSI. 0.324 Loc. from endwall: NA FT/RT:12(0)/10(0) Members not listed have forces less than 375# I. NA GCpi NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE IVIEW Ver. 17.02.02A 1213,21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 0 -387 D•E 0 -1115 Value Set 13B (Effective 6/1/2013) B - C 0 -941 E • F 0 •1063 Top chord 4x2 SP #1 C - D 0 -1117 F - G 0 -a27 Bot chord 02 SP #1 Webs 4x2 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC N-M 759 0 K•J 1180 0 Plating Notes M- L 1122 0 J- 1 859 0 All plates are 3X3 except as noted. L • K 2233 0 Additional Notes Maximum Web Forces Per Ply (Ibs) 2x6 #3 HEM -FIR or better continuous strongback Webs Tens.Comp Webs Tens. Comp. Attach to each truss where shown with 3-1 Od Box orGunnails be 0by icontralcto gback material to 1U1fl1p1Tr yr,' A - O 0 - 605 M - C 143 502 A - N 618 0 F - I 0 - 687suppliederection Truss must be installed as shown with top chord up. ':•••••l%i,, N-B 0 -590 I-G 681 0 SF •• C 's B - M 407 - 29 G • H 0 -641 3'V. ,GE 0.7108 1 se S T 0 • e t ,PO ,•ham` NA 1, COA Q O e 03mrzo) 8 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fagficating h ndlingg shiDpin ingtalling and bracing. Refer to afnd fellow the latest edition of SCSI (Building Component Safety Information, by PI #nO0'S CA) for saffety ractices prior to perfo ing these unctions. Installers shall provideetemporary bracin per BGSI. Unless noted o erwise,top chord shall have property attach sl1rutural sheathin and botiQnl ord a orogel lions Barattach0Midceilinorationsshownforrmanentlateralrestraint6fwebssalhavbrGninsIledrBBGG B 0 as app icelSla. A% pates to ach face, ottrruss and as shown above and on t 1e oint9Details, unless noted otherwise. Refer to' ALPINE y position drawings 160A-Z for slanaard pPfate positions. Alppine, a division of ITW Bty it 11'ncc CComponents GrOyp Inr shall not be responsible for any deviation from this dr wing any failure to build the µrr,, c irUss in nformanCe with Ai 51/TPI 1, or for andlirlg s teeing, inst IlatiOn andd bracng f truss sA eat on th s d awirlg or Cover pagge , , 2400 Lake Orange DrlistingthisdrawinggindicattesacrepanceofproTessionareninerin9re& onsib If solery or the design shown. The suicabilr ry Suite 150seTor1Sec.2. and of this thawing any structure is the responsibility o the Building Des ger pefANSI/TPl For more information sea tots ob's oral notes a and loess weD area: ALPINE: www.el 'neitw cmn• TPI: www sl or . SBCA www abandus .coin. ICC: www.rccsareArg Orlando FL, 32837 Job Number. N330072 I Ply.1 I SEON• 40400 / T30 / SY42 I Cust: RR8975 JRef• 1W9M89750142 It TEEN BUILDER Oty: 2 FROM, JJP DrwNo. 086.18.1218 38125 Truss Label: FT8 KM / DF 03127/2018 5'6" 7'1"12 11'1"12 16" 129'1217.8 12 2'6" _"I 1'5"4 -+ 1.4"8 TYP) IN 3X4 011.5X3 a 1.5X3 s 3X4 w 4X6 11111.5X3 w 3X4 A B C D E F GH 1 15X3IS R O IIIISX3 1111.5X3 w3X4 esN4X 4 =_4X4K 1112X4 n12x4 1174 37 -- Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed. NA mph BCLL: 0.00 Enclosure NA BCDL: 5.00 Category: NA Des Ld. 55.00 Mean Height: ftea NCBCLL: 10.00 TCDL: NAANApsf Soffit: 200 BCDL: NA psi Load Duration, 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I. NA GCpi NA Wind Duration: NA Value Set: 138 (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous sirongback Attach to each truss where shown with 3-1 Od Box or Gun nails (0.128"x3",min.). Slrongback material to be supplied by erection contractor. This truss spaced @ 24.0" oc supports additional concentrated load at right end from 9.00' stud wall 13.75 PSF) supporting 0-0-0 roof spans with 0-0-0 overhang. Roof load: 20.00 psf LL and 7 00 psf DL Truss must be installed as shown with top chord up. IMPORTANT" FURNISH THIS any ral ni 14'S"4 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct, NA CAT: NA PP Deflection In loc Udefl L/# Loc R / U / Rw / Rh / RL / W S 523 / - / - / - / • 17.2Pf: NA Ce: NA VERT(LL): 0.080 J 504 360 Lu: NA Cs: NA VERT( L): 0.214 J 324 240 M 1340 / - / - / • / - 13.5 Snow Duration. NA HORZ(LL): 0.025 1 - S Min Brg Width Req = 1.5 HORZ(TL): 0 045 1 Creep Factor: 2.0 M Min Brg Width Req = 1.5 Bearings S & M are a rigid surface. Code I Misc Criteria Bldg Code: FBC 61h.ed 201 Max TC CSI: 0,886 Bearing S requires a seat plate. TPI Sid: 2014 Max BC CSI: 0.901 Rep Factors Used- Yes Max Web CSI. 0.396 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens Comp. Plate Type(s): VIEW Ver 17.02.02A 1213.21 B - C 80 -681 E - F 920 0 C- D 248 - 640 F• G 383 0 WAVE D - E 510 - 230 J 1o. T08 o t S AT 0 Q COA i a,7, ONZ Jyaftwtrp11;A001 03272018 to THE INSTALLERS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp R - O 627 -4 O - N 632 - 256 O - P 647 - 242 N - M 34 - 711 P - 0 640 - 248 M - L 0 -am Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-S 0 -504 E-M 0 834 A- R 505 0 M- F 0 687 R- B 10 - 494 F- L 749 0 D-N 0 -731 K-1 0 523 N - E 609 0 1 of 13CSI (Building provide temporary tall hav a probe ins 53,7 or B1 erwlse. Refer to' ALPINE failure to build the gIilfRilityn. ¢Tliesu 2400 Lake Orange Dr. Suite 150 com:ICC. WWW.kx:saIe.0r2 Orlando FL.32837 JobNumber. N330072 I Ply. t I SEON• 40401 / T36 / SY42 I Cusl: R R8975 JRe1. 1 W9M89750142 TEEN BUILDER Oty: t FROM: JJP DrwNo: 086.18.1218.39373 Truss Label: FT9 KM / DF 0312712018 T T 5'6" 7'6" 10'3" 12'4"8 14' 5'6" 2' 2'9" 2'1.a 17"8 4"8 TYP) 3X6 1 5X3 A B 17'12 1'3"12 1i' 2 1111.5X3 a4X4 1111.5X3 11115X3 =3X4 C D E F G H ii.. a1'5X3 =3X4 1112X4 Loading Criteria (psf) a1'5X3 =3X4 1112X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std. NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP NA Des Ld: 55.00 Mean Height. NA It NCBCLL: 10.00 TCDL: NA psf Soft: 2.00 BCDL. NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a NA it Loc. from endwall. NA I NA GCpi: NA Wind Duration: NA Value Set: 130 (Effective 6/1/2013) Top chord 02 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0.128"xX%min.). Strongback matenal to be supplied by erection contractor. Negative reaction(s) of -228# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions Truss must be installed as shown with top chord up ANT" any ral n III 1 5X3 = 4' X4 ' i ' 1112X4 7'117 j 2.7.11 --t-- 3'4"15 -•i 14' Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg. NA Cl: NA CAT. NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W PI NA Ce NA VERT(LL): 0.095 M 913 360 P 610 /. /_ /_ /_ / 7 2 Lu NA Cs: NA VERT(TL) 0 192 M 640 240 L 165 / 228 / - / - / - / 11.3 Snow Duration, NA HORZ(LL)• 0.024 B - K 682 1- / - / - / - / 11.3 HORZ(TL) 0.035 B 1 304 / -- Code / Misc Criteria Creep Factor: 2.0 P Min Big Width Req = 1 5 Bldg Code FBC 6th.ed 201 Max TC CSI: 0,561 L Min Brg Width Req = 1 5 TPI Sid: 2014 Max BC CSI: 0.722 K Min Brg Width Req = 1 5 Rep Factors Used: Yes Max Web CSI: 0.341 1 Min Brg Width Req = - Bearings P, L, & K are a rigid surface. FT/RT:12(0)/10(0) Bearings P, L, & K require a seat plate. Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 Members not listed have forces less than 3751111 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 0- 366 C- D 0 - 952 B- C 0- 892 D- E 0 - 942 H. P••......., 710861 S T 0 • COA nlar1nj1411 03/27/2018 to THEINSTALLERS Maximum Sot Chord Forces Per Ply fibs) Chords Tens Comp. Chords Tens. Comp O- N 765 0 M- L 952 0 N- M 955 0 L- K 575 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A-P 0 -592 L-E 715 0 A-O 617 0 E -K 0 -642 O-B 0 -601 n of BCSI (Building Drovide terhporary fall ha. a pro en. 10; ins Q3,7 or erwlse. Reter to ALPINE failure to buildthe I CQ asuitability Th2400 Lake Orange Dr. Suite 150 ry. corn, Icc: WWW.Kcsal*.Wg Orlando FL, 32837 Job Humber: N330072 Ply: 1 SEON: 40402 / T45 / SY42 Cust: R R8975 JRef: 1 W9M89750142 TEEN BUILDER Oly, 1 FROM: JJP DrwNo: 086 18.1218.39685 Truss Label: FT10 KM / DF 0312712018 5'6" 7'6" 10'4"8 12'3" 14' 5'6" 2' 2'10 2,6„ --1 [— 1'4„8 1 1' 3"12' i 1i3"12' i TYP) a 4X4 1.5X3 1111.5X3 1111.5X3 t= 3X6 A B C D E F G H T I- 6 1 O P O N M L K J 1 1 5X3 1111.5X3 1111.5X3 3X4 1112X4 8'11"4 5'0"12 14' 1 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 4000 Wind Std: NA Pg: NA Cl: NA CAT: NA PP Deflection in loc Udell UN Loc R / U / Rw / Rh / RL / W 0 546 / - / - / - / - / 7.2TCDL: 10.00 Speed: NA mph Pf NA Ce: NA VERT(LL): 0.132 C 771 360 SCLL: 0.00 Enclosure. NA Lu NA Cs: NA VERT(TL): 0.253 C 531 240 L 616 / - / - / - / - / 8.0 BCDL. 5.00 Category: NA Snow Duration: NA HORZ(LL) 0.037 B - 1 377 Des Ld 55.00 EXP: NA HORZ(TL): 0.055 B - - O Min Brg Width Req = 1.5 Code / Misc CriteriaNCBCLL: 10,00 Mean Height. NA it TCDL: NA psi Creep Factor: 2.0 L Min Big Width Req = 1.5 Soffit: 2.00 BCDL: NA sfP Bldg Code: FBC 6lh ed 201 Max TC CSI: 0.928 1 Min Brg Width Req = - Bearings 0 8 L are a rigid surface. Load Duration 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.975 Bearings O 8 L require a seat plate. Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI. 0.255 Loc. from endwall' NA FT/RT:12(0)/10(0) Members not listed have forces less than 375# I: NA GCpr NA Plate Type(s)' Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.02A.1213 21 Chords Tens.Comp. Chords Tens. Comp. Lumber B• C 0 -734 C- D 0 -701 Value Set' 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 02 SP N2 N Chords Tens Comp. Chords Tens. Comp. Webs 4x2 SP 03 Lumber value set "1313" uses design values P - O 666 0 N . M 701 0 approved 1/30/2013 by ALSC O - N 708 0 M . L 694 0 Plating Notes Maximum Web Forces Per Ply (Ibs) All plates are 3X3 except as noted. Webs Tens.Comp Webs Tens Comp. Additional Notes A - O 0 - 527 D - L 0 - 686 2x6 tt3 HEM -FIR or better continuous sirongback A• P 535 0 J- H 447 0p . g 0 - 526 H - I 0 - 380Attachtoeachtrusswhereshownwith3-10d Box or Gun nails (0.1 8"xT%min.). Sirongback material to utttntugrurq' be supplied b erection contractor. ( Truss must be installed as shown with top chord up,p, GEHS •k%., y rN •• 0.708 1 r S T 0 .Q A COAi,7 ONAL RM11ARlogo 03272018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fa ricetin , hh ndlingg, shiup!n , Ingtalling.and bract . , Refer to and fellow the latest e9diti n of SCSI (Buildin99 Component Safety Information, by TPI S CA) fbr to these functions. Installers terhporarYan safe radices pnor performing spat provide bracng peroBCSI., Unless noted olherwisfe, p chord shall hve proerN attached ssrudural sahga0lhir$p and ce2m shored *hall hav a proQerlyattachPGrldcellln .Locations shown or ermanent lateral restr Int f wsbs shal hav br cln inttalled . I r BCSI sd coons P3, 7 or 870asappIcae. Apply ptat s to ach face o truss and as shown above and on lie oin De ails, un ess note otherwise Refer topositiondrawings160A-Z for sian ard pP(ate positions. ALPINE in a division of ITW B itddl1'n oin ngnt Grpp Inc. shall not be reSpponslple for an ddeviation from this drgwin a failureeinnfrmancewith NlPrAsill to build the coerpae2400 Orange Dr. in this rawinq indicates acceptance of proTessionar en sneering responslblliri solelr (or tthhe esi nhovJn. se sawing ANSIlfP 1 S c. LakeThesus[ability Suite 150othisforanysructureisaresponsibilityoftheBuildingDesigerpe . For more mrormebon see tuts ob's enerel notes a e and Nese web sues: ALPINE: www.al meltw coin• TPI, www insl or SBCA• www slxindus coin• ICC: www.uxsatO.Org Orlando FL, 32837 Job Number. N330072 Ply. 1 SEON: 40403 / T34 / SY42 Cus1. RR8975 JRef. 1W91VI89750142 TEEN BUILDER Oty. 1 IFROM:JRH DrwNo: 086.18.1218.38062 Truss Label: FT11 KM / DF 03/2712018 gg 515" 27, P70'8 F6 pp gg 2'6' 1. 4" 8 TYP) 111110 4 3X4(• 66 s1. 5X3 = 3X3 to3X3 a3X3 a3X8ABCDEF G H T 1a T 1 X0 + V I F, - P O N M LK I J I 015X3 3X3 1193X3 1115X3 111.5X3 a3X3 113X4 II15X3 u2x4 8'11-4 27-12 --i 11' 7' Loading Criteria (psq Wind Criteria Snow Criteria ( Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40,00 Wind Sid' NA Fig: NA Ct. NA CAT: NA PP Deflection in loc Uden U# Loc R / U / Rw / Rh / RL / W p 569 1- 1- / - / - / 7.2 TCDL: 10.00 Speed: NA mph Pf: NA Ce' NA VERT(LL): 0.112 C 911 360 BCLL: 0,00 Enclosure: NA Lu: NA Cs: NA VERT(TL). 0.216 C 644 240 K 365 / - / - / - / - / 8.0 BCDL: 5,00 Category' NA Snow Duration: NA HORZ(LL). 0.030 B - G 411 / - / - / - / - 13.0 Des Ld: 55.00 EXP: NA HORZ L. 0.043 B P Min B Width R 1 5 Code / Misc Criteria NCBCLL: 10.00 Mean Height: NA ft9TCDL: NA psi Creep Factor: 2.0 K Min Brg Width Req = 1.5 Soffit' 2.00 BCDL: NA s1 P BldgCode FBC 61h.ed 201 MaxTC CSI: 0.767 G Min Brg Width Req = 1.5 Bearings P, K, 8 G are a rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.871 Bearings P 6 K require a seat plate. Spacing. 24.0 " C&C Dist a: NA ft Rep Factors Used, Yes Max Web CSI 0.269 Loc. from endwall' NA FT/RT:12( 0)/10(0) Members not listed have forces less than 375# I: NA GCpi: NA Plate Type(s)' Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17 02.02A 1213 21 Chords Tens.Comp. Chords Tens Comp. Lumber B- C 0 -790 E- F 0 -404 Value Set: 13B (Effective 6/1/2013) C - D 0 -793 F - G 0 -377 Top chord 4x2 SP #2 N D - E 0 - 403 Sot chord 02 SP #2 N Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens Comp. Chords Tens. Comp approved 1/30/2013 by ALSC O- N 701 0 L- K 785 0 Plating Notes N- M 798 0 K- J 392 0 1 plate(s) require special positioning. Refer to M - L 793 0 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens Comp. Webs Tens. Comp. i 2x6 #3 HEM -FIR or better continuous strongback. pturlrtt111nphr A - P 0 - 550 D - K 0 -676 rr Attach to each truss where shown with3-10d Box or w q A - O 564 0 J - G 562 0 H y'; Gun nails 0.128"x3",min.). Strop back material to Y, • /, O - B 0 -552 be supplied by erection contractor. e••.••'/ Truss must be Installed as shown with top chord up.4. s 708 1 o. SAT O 9 • wo ao Sn,N1r+ A coA 0 03/ 27/2018 WARNING" READAND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, h ndlin9, shlu In , in$talling.and bracln/q.. Refer to and follow the latest edition of ¢CSI (Building Component Sagfely Information, MIDI #rid S CA) far safeply radlces prior to peAo mtng these functions Installers shall Drovlde to porary bracingggggg or BGSI.. Unless noted olherwlse,topchordshallhavepropertyariachedstructuralshealhtnandbotInchord $hall have a pro en attachg.rlgld ceilln .Locations shown for ermanent lateral restraintif webs shall have bragng installed pgr SCSIsections ¢3, B7 or 10, as applhcalile. ApG y Dlates to each face o truss and position as shown above and on the Join etalls, un ass not otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alppine, a di ision of ITW B it dQl'ncc CCompongntS Group Inc.,shell not be re ponslble for any deviation from this dr win ,an failure to build the lNss In nvtormance with NSIIfPI 1, or for hantl'IAq shlDpino, Installatlpn and bracing opf trusseesA real on th 9 dr wiXg or over page 2g00 Lake Orange Dr. listing this drawing indicates acceptance of aroTessionar enineerinqresponsibilitysolelorthedenshovTn. he sui[ability Suite Lake and fise of this drawing for any structure Is the esponsibilit? of the Building Desigrier perYANSI/TPI 1113c.2. 150 For more information see this joWs general notes page and these web sites ALPINE: www.at 'neaw cam: TPI: www. inst.or ; SSCA: www.sbcindus .com: ICC www icc3afo.crg Orlando FL, 32837 Job,Number. N330072 Ply. 1 SEON- 40404 / T48 / SY42 Cust. R R8975 JRef: 1 W9M89750142 TEEN BUILDER Oly: 7 FROM, JJP DrwNo: 086.18.1218.38998 Truss Label. FT13 I I KD / WHK 03/2712018 5'6" 7'1"4 117'12 66" 17'4 4.1" 8 1"I NP) 3X6 = 3X3 1. 5X3 = 3X3 = 3X3 1111. 5X3 =3X3 =1.5X3 A B C D E F T° 9 N M IVA L K J I H 9Y9 11111 CY'9 ='!Y' i ='!Y'i 1.5X3 1112X4 11'2" 12 1112X4 Loading Criteria (ps1) Wind Criteria Snow Criteria (129,121 in PSF) Deff/CSI Criteria Maximum Reactions (Ibs) TCLL: 4000 Wind Std: NA Fig: NA Ct: NA CAT: NA PP Deflection in tor Udell U# LOC R / U / Rw / Rh / RL W TCDL: 10.00 Speed, NA mph Pf: NA Ce: NA VERT(I.Q: 0.071 C 999 360 N 611 / - / - / - / - 7.2 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.153 C 999 240 H 598 / - / - / - / - 13.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL)- 0.018 B - - N Min Big Width Req = 1.5 EXP: NA Des 55.00 HORZ(TL)' 0.029 B H Min Br Width Req = 1.5 g CLLd. Mean Height NAffgNCBCLL: 00 Code IMisc Criteria CreepFactor: 2.0 Bearings N 8 H are a rigid surface. TCDL: NA psi 2. Soffit: 2.00 BCDL: NApsiBldg Code: FBC 6th.ed 201 Max TC CSI: 0.547 Bearing N requires a seat I 9 q pate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI, 0.721 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used- Yes Max Web CSI 0,294 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall- NA FT/ RT:12(0)/10(0) Chords Tens Comp. Chords Tens. Comp. 1: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver. 17.02.02A.1213.21 A- B 0 -387 C - D 0 -973 B- C 0- 695 D- E 0 - 966 Lumber Value Set: 130 (Effective 6/ 1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 4x2 SP #2 N Chords Tens.Comp. Chords Tens Comp. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 M - L 764 0 K - J 973 0 Lumber value set "l3B" uses design values L - K 975 0 J - 1 755 0 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply ( Ibs) Additional Notes Webs Tens.Comp. Webs Tens Comp 2x6 #3 HEM -FIR or better Continuous strongback. Attach to each truss where shown with 3-1 Od Box or A • N 0 - 593 E - I 0 605 Gun nails (0.128"xT% min.). Slrongback material to A - M 617 0 I . F 595 0 be supplied by erection contractor. M - B 0 - 600 F . H 0 - 549 Truss must be installed as shown with top chord up. J - E 422 0 41,410 Sic •'• o. T08 oi• S T O ; e• t 4 o, PONAIL COA #0°P1$ lerinsw wl 03/27/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I vengire extreme care in labrlcatln9 h ndlln9 shin In In.§talling.and bracln Refer to and follow the latest edition of SCSI (Bullding mponent S fety Information, by. TPl an S CA)1ai safety raglces pnor to performing these functions Installers shall provide terhpora icin per BSI , Unl ss noted olherwise,top chord shall have proRerN attached structural sheathln and bolt2r hord ;hall have a pro e 3ch d rigid ceibn ocalions shown for ermaneaI lateral restraint bf webs shall have bracing inslalied pfr Bc l seclions 53, 87 or 1 , app Ica e. Atte1 at8s to each face o truss an sltion as shown above and on the Join! etalls, un ess noted otherwise. Refer to swings 180A-Z fgr stanardplatepositionspOline, a division of ITW Buitddl1ng ompon ntsg Grgpu In .,shall not be re;;Donslble for any deviation from this drawing art failure to buildthe ss m nformance with AN51' 1 1, or or 1landgrilg, s ipping, Instpllati n and bracing qt russfsA teal on this drawh2 or V suiiabili Jn9 this drawing indica as acceptanceOfproTessllonarren_ ginfenq responslbrlity so eN or the design shown. ty d fise of this Cdrawing or any structures a responsibility o the Building Designer pe/ANSIrrPI 1 c.2. more lnlormaaon see this lob's general notes page and these web soles: ALPINE: www.alpineltw.com; TPI: www.tpinsl org; SBCA: www sWndustry cum, ICC: www.icaal ALPINE m frwc7M1.1lr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt - 1.00 Or, 120 mph Wind Speed. 15' Mean Helaht. Partially Enclosed. Exposure D. Kzt = 1.00 S Brace2xGablertical Spacing Species I Grade No Braces 1) Ix4 'L' Brace Is 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 '' Brace L Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 0) QQ1 J U Q S P F uH F N1 / p2 10' 61 10, 7' 91 81 1' 9, 3• 91 71 121 21 14, e' 14' 0' 14' 0' 3 3' 8' 5' 9' 6' 2' 7' 8' 7' It' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14. 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7. 11' 9' V 9' 6' 12' 0' 12' 6' 14' 0' 14' C' Standard S P D F L 4' 0' 6' 8' 6' 11' 7' 0' 8' 2' 9' 4- 9' 8' 12' 4' 12' 9' 14' 0' 14. 0' R2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' p3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2- 9' 7' t0' I1' It, 8' 14. 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' It, e' 14. 0' 14' 0' Standard 3' 6' 4' 7' 4' Il' 6' 2' 6' 7' 8' 4' 8' 11' 9' S. 10' 4' 13' V 14' 0' U 111 Q1 J O S P F u Ffl N1 / ®2 4' 5' 7' 6' 7' 9' 8' l0' 9' 3' 10' 7' II' 0' 13' It' 14' 0' 14' 0' 14' C' p3 4' 2' 7. V 7' 9' 8' 9' 9. 1' t0' 5' t0' to, 13' 9' t4' 0' 14' 0' 14' 0' Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' to, 5' l0' 10, 13' 9' 14' 0' 14' 0' 14. 0' Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' to, 5' l0' 10' 12' 8' 13' 7' 14' 0' 14' 0' S P D F L g1 4 7' 7' 7' 7' II' 9' 0' 9' 4' 10, e' Ill 1' 14' 0' 14' 0' 14' 0' 14' 0' p2 4' 5' 7' 6' 7' 9' 8' t0' 9' 3' 10' 7' It, 0' 13' 11' 14. 0' 14' 0' 14' 0' 3 4' 4' 6' 5' 6' 10' 8' 6' 9' l' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' U' Stud 4' 4' 6' 5' 6' l0' 8' 6' 9' 1' 10' 6' to, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7. 6' 8' 0' 10, 2' 10' 10' It, 10, 12' 7' 14' 0' 14' 0' t L7 x d U O N S P F flH F 1 / R2 4' 10' 8' 3- 8' 7' 9' 9' 10' 2' 10' 7' 12' V 14' 0' 14. 0' 14' 0' 14' 0' 03 4' 7' 8' 2' e' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4. 7' 8' 2' 8' 5' 9' 8' 010' ' 11' 6' 012' ' 14. ' 0 014' ' 14. 0' 014' ' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' S P D F L M1 5' 1' 8' 5' 8' 8' 1 9' it' 1 10' 3' 11' 9' 12' 3' 014' ' 14' 0' 014' ' 14' 0' 02 4. 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' p3 4' 9' 7' 4' 7' l0' 9' 8' 10 1' 11' 7' 12' 0' 14. 0' IV 0' 14. 0' 14' 0' Stud 4' 9' 7' 4' 7' 10' 9' 8' l0' 1' ll' 7' 12' 0' 14. 0' 14' 0' 14. 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' S. 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' About L able Truss Diagonal brace aptlarU T vertical length may be I doubled when diagonal l8' brace Is used. Connect L I diagonal brace for 6009 of each end Ilex web Br Ce total length Is 14'. 2x6 DF_L 82 or better diagonal Vertical length shown bracel single 8, in table above. 43' or double cut ITasshown) at L 1 upper end. Connect dingonn nt a old ht of verticat web. Refer to chart e VARl40121a READ A)O FOLLW ALL PIMS ON TIUS CRAV11O 2 890-MANTb iUQM 11OS IRAVVIG TO ALL (BeITRACTOp DIMAI M TIE OOTALLDtS S Trursts require arbe a care h febricalhp, hendhR. 5100 , Installing; and brad, Rwrs follow the latest •aftbn of Wit tlkAd• g Conponsnt safety Inflo nation, by TPI and pr'acelus prior to perfomirp these functions. Installers shall provide br= per UAtss noted othe wtsa, top dw shall have Pr cpsrly attached str.ctlra1 shoo and b as shW have a properly attached riW cowg. Locations Oavn far perwrnt IatsrW rvstraht d 0 shall have Is act Install" per RCst sections 83, e7 or S10, of applicable. Apply dates to each of truss and position as shown above and an the Joht DetW, user noted otherwise. Refer to draohy taaA-2 for standard date Positions. AN fTWCAMMNY Alpht, • division o1 ITV s.ldhp Co pots Crap Ine. shall not b nsponsb4 for ar7 devgtl this drashg, any fade to Wld the truss h conformance .mh ANSVTPI 1, or for mwd hp shp 4Uatbn a IN eck of trusses. drawing or covw W Usththis dreshr, hdkats acceptance of prdonressbdpad 13723% Rnppon\ On" paps shwWor this I Su1e1200 I- RJd" NI l S•CZ I Maryland\ Heights.\ MCK 3043 for non hformatlon ate this job's general notes vvags arm than web sorts• ALPOE w..wlpheltwcamm TPI- wew.tdnst.orpl SK* .o..stxM atrYAM I00 .-Accoafo.org a 5.ftrn rt S ATOA t' ssro A EN ,tom rIMIOtYrliR1 Wl 01 /2018 Bracing Group Species and Grades, Group AI ruce-Pine- Fir Hen - Fir NI / rd 02 Standae2 Stud aStud43 Standard Dou las Fir -Larch Southern Plnewa 03 03 Stud StStud Standard andard Group B, Hen -Fir rl L Btr rl Beca as Fir -Larch Southern Pbmeas Nl NI N2 N2 Ix4 Braces shall be SRO ( Stress -Rated Board). mFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Goble Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 p(f over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with lad ( 0.128'x3A' min) nags. W For (1) 'L' brace, space nails at 2' o.c. In 10' end zones and 4' oc. between zones. War (2) 'L' braces space nags at 3' o - In IS' and zones and 6' cc. between zones. L' bracing must be a nlnlnun of 80Y of web member length. Gable Vertical Plate Sizes Vertical Length Na Splice common Refer to coon truss designforpeak, splice, and heel plates. Refer to the BuAdhg Designer for conditions not addressed by this detall. Less than 4. 0' 2x3 Greater than 4. 0', but less than It' 6' 31cs Greater than Il' 6' Ix4 X. TOT. LD. 60 PSF X. SPACING 24.0' REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr L40 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 00 Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure O, Kzt = 1.00 Orr 120 nnh Wind Sneed. 30' Mean Heloht. Partlally Enclosed. FYnasure 0. K7t = IAO S 2"Brace Gable Vertical Spacing Species Grade No Braces 1 Ix4 'L' Brace 1) 2x4 'L' Brace Is 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B all J U Q p CSf- r 1H F O1 / g2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' e' 9' 9' 2' II' 7' l2' 0' 13' 9' 14' 0' 3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' II' 3' It, it, 13' 7' 14, 0' Stud 3' 6' 5' 4' 85' ' 7' 2' 7' 7' e' e' 9' 1' It, 2' It, It, 13' 7' 14' 0' Stoo S P D F L l 03' ' 6' 4' 6' 71 7' 6' 7' 9' 8' 1' 9' 3' 1 ' 9' l2' 2' 13' It' 14' 0' p2 3' 8' 6' V 6' 6' 7' 5' 7' 8' e' 9' 9' 2' It' 7' 12' 0' 13, 9' 14' 0' p3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' to, l' 10, 10, 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' e' 9' 9' 1' to, t' 10, to, 13' 8' 14. 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U_ Q) U S P rC LJ CHr 1 / N2 4. 2' 7. 2' 7' 5' 8' 5' e' 9' to, 1' 10' 6' 13' 3' l3' 9' 14' 0' 14. 0' N3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' V l3' 7' 14. 0' l4' 0- Stud 4' 0' 6' 7' 07' ' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' It, 10' 4' 11' to, 12' 8' 14' 0' 14' 0' S P D F L RI 4' S' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' It' 14. 0' 14' 0' g2 4' 2' 7' 2' 7' S' 8' S' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' g3 4' V 5' It' 6' 4' 7' 11' 8' 5' l0' 0' 10' 5' 12' 5' 13' 3' 14. 0' 14' 0' Stud 4' V 5' 11' 6' 4' 7' it' 8' 5' to, 0' to, 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 07' ' 7' 6' 9' 5' 10' 2' 11' 0' it, 9' 14' 0' 14' 0' d L7 X d U O t S P F t i Ffl pl / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' V I1' 6- 14' 0' 14' 0' 14' 0' 14' 0' g3 4' 5' 7' 7' s, To 9' 2' 9' 6' to, 11' It' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' i' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' S P D F L gl 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 1' ' it, e' 14' 0' 014' ' 14. 0' 4' 0' N2 4' 8' 7' ll' 8' 2' 9' 4' 9' e' It, l' 11' 6' 14' 0' 14' 0' 14' 0' p3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' It, 0' It' 6' 14' 0' 14' 0' 14' 0' Stud 4' 6' 6' to' 7' 3' 9' 1' 9' 7' 11, 0' 11' 6' 14' 0' 14' 0' 14. 0' HMStandard4. 5' 6' 1' 6' 5' 8' 1' 8' 7' to, it, it, 5' 12' 8' l3' 7' 14'0' yMAboutl fiabteTruss Olagonal brace Option T verticallengthmaybedoubled when diagonal l8' 3R brace Is used Connect o' L' L diagonal brace for 69011 at each end Max web Br Ce total length Isl4'. 31l 2x6 N2 or betterdaganal T Vertical length sham bracel shoo 8, lihllf folio in table above. 45• or double cut hy as shown) at L 1 r upper and d • Connect dlagaa at ti''• rddpdnt of vertical web. Refer to chart O 'or' x ebl ver Iroer VAfamG= READ NO FMMN ALL IQTES ON TM ORAVRO • Q. 28VMTAf/fsa fN09 T1 "as MAVDG TO ILL CUK RACiuts DOIE LMI GTDISTALIDtti • Tnrssaw raarMe extrsae care In fsancstarp, hanAale, OrlooYa. Installeerp and err wadi fallow the taawt im sal (srAdre Ce,po,rerrt Safety Inraneaar« by TPI SOW f ty ed of anapnctkesbprr to parrotethese functionshall s. Installers provw braelhny L • Wess nopd athe An. tap chard daft how Orlctwt be e as apsrty attached sit. • M how a praperiy attached rldd eeYrp, Lem list shown for psrwrrnt lahnl reser•h wwbsa S T O a 0 Lj d" hove tradn0 hst•UM per tat s•cebro 13, 87 or t0. as aPPU=Mo. Apyyy ot.tas to ea (/ of truss and oasHlon u shorn above and o% the .bht DetW, vanes rated oVrerwW. too LQ, Rarer ta drawYps IGM- 2 for standard plate PosHWM de , vv e• AN ITWCp1tIMNY Alpbre, adlMsbn of ITV DA rp Corponsnts Group Inc. shW rot be rwsponslb4 Ion devis this dn•tp. any fatrrw to b6dd the twee h oonfornsnce with ANHIM L or Fv h a•.••«•••••de b,stailetlan a toach of trusses. A swat on this dr.. he ar cover Pappes 0rtare this drashe, Ha, Us aeomptvice of wofesabal t3723%Rw rponOme Side\200 wrjrertr0 rarity sally for the cooly, shown i1r saltaWq and rse o/ this dnehe for way strucbre Y tit resporaaANy oI •r. &Ad % D•r D,r oar Axtt/rPl I Swell r tA o)\1 A{ f,`" t t \I I ta.tTt fi MatyluMl Hoots.% M0103043 formere wornatton sets this Job's earoral rotes pope artl they a•b seteo ALPDIE w..w twcaw, TPI. wave. SNCA ma tr are, Ic6 sashccsafe Bracing Group Species and Grades, Group A, race-Pine-Ftr Hen -Fir 01 / 42 IStGnolard 11 1 82 Stud 03 1 Stud 1 1 43 Standard Oau las Ftr{arch Southern Plneas 43 N3 Stud Stud Standard Standard Group Br Hen- Ftr NI 6 Btr Nl Douglas Fir-Lorch Southern Pines• Nl NI 02 N2 Ix4 Braces shall be SRB ( Stress -Rated Board). For Ix4 So. Pine use only Industrial 53 or Industrial 45 Stress -Rated Boards. Group B values may be used with these gLGdes. Gabte Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Laad). Gable and supports load fran 4' 0' outtaakers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with IOd ( 0.128'x3.0' n1n) nalls. IN For (1) 'L' bracer space nalts at 2' ac. In 18' end zones and 4' ac. between zones. 3KA(For (2) 'L' braces, space na0s at 3' oc. In 18' end zones and 6' os. between zones. L' bracing must be a nlnlnun of 80% of web nenber length. Gable Vertical Plate Sizes Vertical Len th Na Ice Less than 4. 0' 2X4 Greater than 4' 0', but 4X4 less than 12' 0' Refer to corwwon truss design for peak, spike, and heel plates. Refer to the Building Designer for conditions not addressed by this detat. X. TOT, LD. 60 PSF SPACING 24.0' REF ASCE7- 10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 T' ReinfordngMember Gable Truss Gable Detail For Let -In Verticals to ppropriate Alpine gable detaR for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of upped plates to span the web. 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' relnforcing member with End Driven Nallsr 10d Common (0.148'x 3.' min) Nails at 4' o.c. plus 4) na0s In the top and bottom chords. Toenalled Ma0sr IOd Common (0.148'x3'.min) Teenalls at 4' o.c. plus 4) toenalls In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Goble Detaft Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENCIM14, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIOIO14 511515ENC100815, 512015ENC100815, 514015ENC100815 din 100815, 518015ENCI00815, 520015ENC100815, S20015ENDl 200& S11530ENC100815, 512030ENC100815, 514030E 60 CA., 518030ENC100815, 520030ENC100815, 5200 N 0 1 41!683689 See appropriate Alpine gable detail for ma>uMl t ,, f T' Reinforcement Attachment Detall T' Reinforcing 'T' Reinforcing Member Member Toe -nab - Or - N, End-na0 To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detall). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Examples ASCE 7-10 Vlnd Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'e.c. SP 03 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = It' 2' T' Relnf. Nbr. Size T' Increase 2x4 30 2x6 20 waDeORAMss fW1aSM MAVDG To "L`eurta TOIs u1aim°R1c3TW nrs "'a Trusses require extreme care h folio tbra, Iwrdh7g. shbpYp, testa and broc o Re a• REF LET -IN VERT folio. the latest adoon of SCSI aAeaap eorporrnt safety bdamatlam11 6,• TPI ud seeAI soft` t DATE 10/01/14 pro 00 prior to perfar A these funetbna. IMteller9 (hall proNde tegorarybre BCSL4 Unless rated otherwise, top chord shall have attached structvW shows/ere and an S AT O % properlyshall how a prslow rly attached rbld cNYpo Locotb1u shown for permanent lateral rest ate f> Q r DRWG GBLLETIN1014 fffn11111 salt have brecdp Installed par BCSI sections 23. 27 or 310, as apoicable. Apply plates to • i of triosandvpOsitlonasshown above and on the Joht Details, vAess noted oth"ve. A • 6y Refer todrawingsIWA-z for standard plat• posMbns Ali". 04slon TfV Brl p components Croup Inc. be for devea 1 e• a-*. *C AN RMCIDWAWwof shwll not responsible any this drawing, any failure to build the truss h conformance with AMSLrTPI 1. r fr hardlrq Installation w b,66 of to saw. ,, 11.00 v 0 AL MAX. TOT. LD. 60 PSF 11 l3723l Rhrdponl Odva A wed on "" dro.hS r over pane Ust6 this drawling. I dcates acceptance of profesdonal wagrrarblg solely for Ma Oeabn shown The a/taNmy wl use of this bawhB for b W W SVdhS Oeabner AMSI/M I SacP- apt• lM••- BUR. FAC. ANY II SWSI too any seructw respwnstllty o1 per OA MAX. SPACING 24.0' 1%MWyIWdlMeigMs,%MOla30a3 for morn Information see ews ob•s aenerot rotes ppo6ppef wad these web sites ALPIMID www t..00ml TPb www. l SBCAr www.sbdtllar WD .wwJccsah 018 Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orn 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orn t40 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = t.00 Or, 120 moh Wind Speed, 15' Mean Heloht. Partlally Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Specles Grade No Braces t) 1x4 'L' Brace t) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 -L' Brace 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Qj I Q iN S P F H F 81 / a2 3' 4' 5' ' 5' 11' 6' ' 7' 5' 10' 7' 11' 0' 12' 8' 13' 2' 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' It' 8' 0' 8' 4' 10' 6' 10' ll' 12' 6' 13' 0' Standard 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' S P D F L k1 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' N2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' e' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' e' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' V Standard 3' 2' 47' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U Q/ QJ U o D S P F H F al / # 2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 8' 1 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' B' 6' 6' 6' B' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' It' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' S P D F L ill 02 03 Stud RSIV 91 2. Standard d l7 xO dS U v-- 1 SPF H F kl/# 2 p3 Stud 4' 7' 4' 0' 4' 0' Standard 0' 5' P D F L pt 4, ' 7 r 7, 7• 8. Be 910' 0' 3• 0' 8• 0' 2 4' 3' 7' 3' 7' 6' 8' 6' 10, 0' 0' 7' 5' 11' 03 4' ' 7' r 7' 8' 6' 8' 10' 0' ' 0' 6' 4' 10' Stud 4' 2' 7. 2' 7' 5' e' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Standard 4' 0' 6' 6' 6' 11' 8' c; 8' 9' 10, 0' 10' S' 13' 2' 13' 9' 14 0' 14 0' ble Truss Olaganal brace option, T Wis. verticallengthmaybedoubled when diagonal IN Connect IsusedCoect L I dtagonlal brace for 6009 L' at each end Max web It Brcetotal length Is 14'. 31131E 2x6 OF-L 12 or better diagonal r t Vertical length shown K45*(as bracel single B, 3R In table above.or double cut shown) at L 1 upper and conact diagona at midpoint of vertical web.AIL efer to chart bi WAIM03m WM NO FLLLOV All MU 01 TIGS DRAV114 JQZ ROMwTAITTo OMTOO$ ORAVDG TO ALL ramOtS RACTVCUM0(0TK UWALLERf Trusses _q,4re extreme care 1. febolcetha, hand ,& , Instal and to folio. the l. test edition of 3C31 (RAdho Component Safety to ormatlnn. TPIPractiayM ma) lUr"ssnootethnwM, dvN OultfurctlormL t have W'oWsshalltr techad rv+ a ard w, dull have a prape y attechod c t.aoatlaro sheen far permanent lateral res of d fl O AW have MhYed Oer Effl secetore E3. E7 or 510, u appkable. AppIY Plates to ` of Wse aM as shoe, above and an the Joint Detw. unless no otlw.tre. d Refer to dro 16OA-Z far standard plot@ positions. AN RW CAMMPIY At", a division of ITV lhadhD Components rrao lnc shag net be responsible rv_ any dVVIS thh Help, fasvv to build the truss ion ARSVTPI 4 far mandeV. s1 any avence .nh or or6@UnbaM•IV Ads srca pe DwtbnO ItadnM'V, eMabs smpauao of professional I7rn1Rwdrponl alive ehstawrlb aprnrtion e Thr auIEWEMy aM use of will ara•6nR 11 Suuel l00 ra- any sbecbsv b tlr tlyrrapv Ell y odreslpn the BJdbnO Ow+tVM' perM61/IPl I Seca 11 MagbM1H hts.1 MO% 63043 q Far r@ —mMormatbn seetlb Job's0enerol rotes peM anti these •eb set@o u sue. twn.....a.•...e....., zr, .nvi.w..a..,.,.v.. rm ...r v.e..,.., 0 SAT O Bracing Group Specles and Grades, Group An S ruce-Pine-Fir Hen - Fir NI / 02 IStandard I 1 92 1 Stud 03 1 Stud 1 1 43 Standard Uouctas Fir -Larch Southern Pines 03 03 u StanStdadrd Stud Standortl Group B1 Hen - Fir NI f. at, NI Dom law Flr- Larch Southern Plneo NI NI N2 1N2 Ix4 Braces shall be SRB ( Stress -Rated Board). mfor Ix4 So. Pima use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rages. Gable Truss Detall Notes, Vind Load deflection crdterlon Is L/360. Provide uplift connections for 75 ptf over cantlmlous bearing (5 psf TC Dead Load). Gable end supports toad from 4. 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with lad (0.126' 0.0' dm) mall. BE For (1) 'L' brace- space moll at 2' oc. In 18' end zones and 4' ac. between zones. War (2) 'L' braces space naffs at 3' o.c. In 10' and zones and 6' oc. between zones. L' bracing rust be a hininum of BOX of web member length. Goble Vertical Plate Sizes Vertical Len th Na Splice Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. Less than 4. 0' 2x3 Greater than 1. 0', but less than It' 6' 3X4 Greater than I1' 6' 4X4 MAX. TOT. LD. 60 PSF MAX. SPACING 24.0' EF ASCE7-10- GAB16015 ATE 8/3/ 15 R WG S16015ENC100815 4 I VALLEY FRAMING & BRACING DETAIL .I R BC Lumber Size and Grade Minumum Requirements GENERAL NOTES Purlins required 2'-0" O.C. In absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this Is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of 8-0d (0.131"x2.6") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions. Spans (distance between hosts) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feet ASCE 7-0S,140 mph, Enclosed, Cat If. Exp 6,1=1.0, Kttol.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed. Exp 0, Kstol.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TO) Max. e the crlppos for each row starting from the valleys or sleepers working Inward to the ridge board so that cripple locations are gored between rows. Typl innection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 416d toe -nails 111816d face -nails Raker to sleeper or blocking S 16d toe -nails Rafter to two 2x6 sleepers 416d toe -nails Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 316d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails Purlin to (Typ) 316d toe -nails Truss to blocking 416d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 3 16d toe -nails CRIPPLE, BRACING, 81 BLOCKING NOTES 13. Collar beam to rafter 4 16d toe -nails NOTE: 16d (0.162"x3.S") COMMON NAILS 20 continuous lateral restraint (CLR) min. Is required for cripples V.0" to 10'-0" Ion nailed wf 2 -10d (0.14g"x3") nails. Or 2x4 "T' or scab reinforcement nailed to flat edge of cripplo with 10d,0.126"x3.0") nails at 6" o c. "T" or scab must be 60% of cripple length. Crippllas over 10'.0 long requre two CLR's or both faces wf "r or scab. Use stress graded lumber d box or common nails. Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are Installed Into ridge board Install blocking under railer it sleepers are not used. Install blocking under cripples It cripples tall between lower truss top chords and lateral bracing Is not used. Apply all nailing in accordance to current NOS requlrem Nails are common wire nails unless noted otherwise. S i (A) (L) (• e) Memo -KO atto UfOLIV ui rarer CH Ties WAVM = : * C LL 20 30 40 54 REF VALLEY FRAMING tosmmer.s rust= T= wAvm m RILL awns rots ocu=c. TIC uw LL0lL s, Trusser mghav oxtr err* h f4bft6th4, tiMY,e, pY, taLL eM braA,p Wor fdto. Ow taat `coon or WSJwdt.s eomwo to faf.ty 4.larnomn, by Tpt .rho SiCAI fx d i * C DL 10 20 7 7 DATE 10/01/14 Or" UCes Orwr to prrfe o* Wse fwwUorw TnttWwo ~ prow. aro•r rr b.cft per JO'L um wnor. STATE OF tnotod oNe, top chd `tipro n how property otbaeedstn"tuml shftV" and f Q• BC DL 0 0 0 0 ORWG VACNV1801015 stilt hove o propertyattachedrtddeNY LanUons shorn for pormrant 1o4n1 U rvsrht i ve shoahabrsciry b~ gdparpCtl sectkw W. 17 w alp. uaOp1 t to. P%y pates to each •o • d O of truss old pasNlan u shorn .bore ana on w .w,t Osta4, vies. rot.d owraly • OR` p'001? BC LL 0 0 0 0 Wren to *o.hps t6a- Z for .tanderd Otte poatetons. . O . Now. o 4,401m eI 17V Coroonenb Ire. shoe rot N nspahmle Ior deNetbn f •••.ao....•o• W ffWOJIhAMNY ehb m. an, any race. to a w Vws h e ivh o . .nh waTnvt 1, or for rhw hp .Igpehp wAsA rG TOT. LD.30 50 47 61 4% Mel n 6 br'• dm of trr oow N A wA sswr6 paft eru e~7 err tyf o.a v ws aro.6hp, tnamtrs.mOmrhe. or prM.rmr.I-4'w"4 1r+t DUR. FAC. 1.25/1. 15 abrety •defy fa w deathoMwoTnaedWtyaMuwaoffse-a.bp Nt h7xdtawoHtm.e her ap rerporhmseq a tle wv Twdah•r o•r w rpl t area E&W Uy. Mo ms ror owe 6. e—s"on are tt6. Job's Gonorw rheas °e and w....b site` 8 IO 7 0 SPACING SEE ABOVE rlLPWj s..•lobvla.eom Tp1, we.eproeor°, 33CN r tco ...ADasfese RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form J DINC Permit # 4 1 8- 1 8 0 7 s4NFpFtD Project Location Address: Santa Rosa PAR' 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.floridabuilding.org. The folloiNing 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 Sliding herma Tru MI Windows Swinging Ext. Door (front door) Sliding Ext. Door (Standard SGD) FL20461-R3 FL15332.6 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080.3 Roll Up Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Sidin Soffits Ipha Aluminum, Inc. Soff its FL16544- Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FL5444.1 Underla ments Rhino Underlayment FL21842.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Water roofin 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 MMI-2 Off Ridge Vent FL19567.4 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL1999-R6 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Lintels FL1774.1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online St'i A 4- a C, Page I of 6 Business & Professional' acts Moore I Lao In I USer ReplStralbn ; Mol TODRs I Submit Swcharoe slab 6 FaCIS Publitalion iFK Staff I KIS Site Map I Links 1 Search Product Approvaldbv-Nr x USER: PublIC User lro0utt Aomoval Menu > Application Detail FL # FL20461-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OM 43517 419)298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - liardcopy 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 12/31/2021 Validated By Ryan ). King, P.E. CI Validation Checklist - I lardcopy Received Certificate of Independence EL•20461' R3 F.QI'jd yr_( u-Le aj (j ertlrIu-Le ofCCetcaertlrlateQfIIjtrn1gn ;dj Referenced Standard and Year (of Standard) Standard Year 101/1.S.2 1997 ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code http://Ilol.idibu1Iding.org/pr/pr_app_cltl.aspx?param=wGEV XQwlDgs.19a49YAgX.1k1-1OuU... 3/19/2018 Florida Building Codc Online Page 2 of 6 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page O Method 1 Option D 12/13/2017 12/ 13/2017 12/21/2017 02/13/2018 0 0 Page l/20 0 FL tJ Model, Number or Name Description 20461.1 a. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact' Opaque Composite Edge Smooth -Star Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No EL20461 R3 IL(g) Inst 20461.1.W 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 20461.1 for Design Pressure Ratings, any FL204G1 R3'AE fdl Eval 2f)061,I.odf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "1' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.2 rma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge h-StarFs Fiberglass Single Door with Sidelile(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No F120461 R3 11 WAnst 20461:2:odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.2 for Design Pressure Ratings, any FL2096f R3 AE fd1•Eval 20461.2.off additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "1' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.3 c. Therma-Tru Fiber -Classic and Nominal 6'8 'Non -Impact" Opaque Fiberglass Composite Smooth -Star Edge Double Door with or without Sldelites Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No ELaZ0461 R3 IL(e)"t0st 2046].3.W 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 20461.3 for Design Pressure Ratings, any FL2M61 R3 AE (d) Eval 20.16y3,12df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "1" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.4 d. Therma-Tru Fiber -Classic and Nominal 7'0 'Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No ELZM1__RL11:Iest 20461.4.ndf 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 20461.4 for Design Pressure Ratings, any FL204(j R AE [d1 Eval 2b461.4.psJj additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of '7 part numbers for these doors, which have been stained or painted within six months of installation.) 20461.5 Therma-Tiu Fiber -Classic and Nominal 7'0 'Non -Impact' Opaque Composite Edgere. mooth-Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Nu FI;P•t(1__Rl II '(q In tsil„r_pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, V.E. 43409 http:Hnoridabuilding.orb/pr/pr_app_dtl.aspX?paranl=wGFVXQwtDgs.19ad9YAgX.IkHOLlU... 3/19/201 S Florida Building Code Online Page 3 of 6 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 2.0461.5 for Design Pressure Ratings, any F_I Zq.t6l g3_AE Ld)9_yg34!!jrJ),5_p0j additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of 'J' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.6 f. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact' Opaque Composite Edge Smooth -Star Fiberglass Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL7.0461 R3 11 (e) Inst 2D461.6.oAf 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 20461.6 for Design Pressure Ratings, any EL20461 R3 AE fill Eva! 2D461&pA additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J- part numbers for these doors, which have been stained or painted within six months or installation.) 20461.7 g. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact' Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 It,) lnst 20461 7 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 20461.7 for Design Pressure Ratings, any FL20461 R3 AE (d1 Eval 20461.7.nd1 additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use or'J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.8 h. Therma-Tru Fiber -Classic and Nominal WO "Non -Impact' Opaque Composite Edge Smooth -Star Fiberglass Double Door with or without Sidelites Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 fe) Inst. 20461.8.Rg 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 20461.8 for Design Pressure Ratings, any FL20161 R3 AF fd) Eynl 2D461.8.pdf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.9 1. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Approved for use in HVHZ: No Installation Instructions, FL20461 R3 11 •(C)_)nst 20461.9.Rid 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 20461.9 for Design Pressure Ratings, any FL20461 R3 AE [d) Evgl 20461.9.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use or')" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.10 j. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/outswing; XO, OX or OXO configurations) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 20461.10 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "J" part Installation Instructions F1204G1 R3__(g)nf( 20461,,JO.ndf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 10461 R3 At- rd1 Fval 70461, 1Q,odf Created by Independent Third Party: Yes 1)(tp:Hlloridabuilding.orb/pr/pr_app_dtl.aspx?param=wG1'VXQ%%gDgsJ9a49YAgX.IkHOuU... 3/19/2018 Florida Building Code Online Page 4 of 6 numbers for these doors, which have been stained or painted within six months of installation.) 20461.11 k Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No 70461 R-3. 11 (e1Inst?Q9,61,11.12111 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 20461.11 for Design Pressure Ratings, FL20461 R3 AE (d) Eval 20 61.11.[ldf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "7" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.12 I. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact' Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 113 11 (e) Inst 20461:12.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 20461.12 for Design Pressure Ratings, any additional use limitations, installation Instructions and F120461 R3 AE [M- vat 20461.12.Rd1: Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.13 m. Therma-Tru Fiber -Classic and Nominal 7'0 "Non -Impact' Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No j R3 11 (e) Inst 20461.13.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 Other: See INST 20461.13 for Design Pressure Ratings, Evaluation Reports FL20461 R3 AE (d) Eval 20461.i3.pd1: any additional use limitations. Installation Instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of Installation.) 2D461.14 n. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact' Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461. R3 lI (el Inst 20461,14.udf• 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 20461.14 for Design Pressure Ratings, FL20461 R3 AE_(d) Eval 20461.14.& any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of')' part numbers for these doors, which have been stained or painted within six months or Installation.) 20461.15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/Outswmg; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL20461 R3 11 (e) Inst 2b461.isendf 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 20461.15 for Design Pressure Ratings, FL20461 it3 AE (d)fval 20461.15.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ')" part numbers for these doors, which have been stained or painted within six months of installation.) 20461,16 p. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -impact" Glazed Composite L'dge Fiberglass Smooth -Star Double Door with or without Sideliles (Inswing/Outswing; XX or OXXO configurations) http:Hnoridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJkHOuU... 3/19/2018 Florida Building Code Online Pagc S of 6 Limits of Use Installon Instructions Approved for use in HVHZ: No FU0461atiR3 Il [et"Inst 2046t.IG.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 20461. t6 for Design Pressure Ratings, FL20461 R3 AE (dl Eval 2046L) .Iof any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of')" part numbers for these doors, which have been stained or Painted within six months of installation.) 20461. 17 q. Therma-Tru Fiber -Classic and Nominal 6'8 'Non -Impact" Opaque Composite Edge Smooth - Star Fiberglass Single Door with Transom (Inswing/Outswing; O/ X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461R3• 11 (Cl Injk'2Q461.17: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 20461.17 for Design Pressure Ratings, P_L2046I R3 AE (dl Eval-20961:17.odf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. ( For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6' 8 "Non -impact" Opaque Composite Edge Fiberglass Single Door with Sidelite(s) and Transom Inswing/Outswing; O/XO, O/OX or O/OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No F1 70461 R3it 'fc1•Inst 20461.18: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: INST 20461.18 for Design Pressure Ratings, any FL0461 R3' AE fdl Eval 20461.18.gQ( additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. ( For Fiber -Classic and Smooth -Star doors, this product approval requires the use of ")' part numbers for these doors, which have been stained or painted within six months of installation.) 20461.19 s. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No EI.20461 R3 1 (e),Inst 204 .il 9.adf' 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, INST 20461.19 for Design Pressure Ratings, any FL20461 R3 AE fd) Eval 20461.19:Ddf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes Product particulars. ( For fiber -Classic and Smooth -Star doors, this product approval requires the use of ")" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.20 t. Therma-Tru Fiber -Classic and Nominal 8'0 'Non -Impact" Opaque Composite Edge Smooth -Star Fiberglass Single Door with Sidelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No ELZIZ0)—RI.J!_Le1.Imi209.kL20-od 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: INST 20461 20 for Design Pressure Ratings, any FL20461 113 AE fdl Eval 20461.70,E additional use limitations, installation instructions and Created by Independent Third Party:' Yes product particulars. ( For Fiber -Classic and Smooth -Star doors, this product approval requires the rise of ')' part numbers for these doors, which have been stained or painted within six months of installation.) Go to Page = © 0 0 Page 1 / 2 O 9aCM moat C9R W- W LtdtL.Q'"'IDnC RCjQ Ia atWs(CP 1 L 7)7SJ PhoM• 950.487.152 the State of Flor,da ,a an AAfFEO emp"er. (y1i,M jQp/,IU11 ytate nl l le, q,l.: pt"Au.ZlN.".t!WPl " 1YSf11$2'.tatenK4s :: wcr rm !,Ia rMpl ht(p:// Ilui-id ibLiiIdiiig.org/pr/pr_app_dll.asl)x?param=wGEVXQwtl)gs.19a49YAgX.lkHOuU... 3/19/2018 Florida Building Code Online Page 6 of 6 under reorida law, emad addresses are public records. If you 00 not want Your e•mad address released in response to a public•records request. 00 not send elettrdnk mail l0 this entity. Instead, contact the olffce by phone or by traditional mad. If you have any questions. please contact 050.407.1395. -pursuant to SeOJdn 455.275(1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter oSS, F.S. musc provide the Department with an email address d they have one The emods provided may be used for offiKiat cOmmunlc Ucin with the licensee. 1lowdvH email addresses are public record. If you do not wish to supply a personal address, pease provide the Department with an emab address which can be made available to the public. 7o deternnlne if you are a Ikensee under Chapter 455. F.S., please click here . ProduCt Approval Accepts: Credit Card Safe http:/Aloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwiDysJ9a49YAgXJkHOuU... 3/19/2018 THERMANTRU° DOORS Fiber -Classic, & Smooth -Star, COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR INSWING/OUTSWING NON -IMPACT' GENERAL NOTES 1. This product nas been evatualed and is in compliance with the 61h Edition 12017) Hondo Sv ding Code (FBCI structural requirements excluding the i6gh velocity Hurricane Zone• (HVIQI. 2. Product anchom Owl be as listed and spoccd as shown on detain. Anchor embedment to base material Oxd be beyond wag dressing or stucco. 3 For 2x stud framing construction. anchoring of these units dial be the same as that shown for N buck masonry construction. A. Sito conditions that deviate hem the details of fats drawing require further engneenng cnolysb by o Ficensed engineer or registered architect. S. Fibor Clinic 6 Smooth -Star Ooor aoneb require the use of •r par! . numbers and must be stained or pcntcd wt.'hin ILK months of installation. I TAW Of CONTENTS CONFIGURATION DICK HARDWARE CENIEWHE LOCK HARDWARE DESIGN PRESSURE (PSI) INSWING DESIGN -PRESSURE (PSI) OVTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE X 5.1/2- Latch i OeadboH 60.0 67.0 60.0 60.0 X I latch i Oeadboll 67.0 67.0 67.0 67.0 X N/A Mvltipolnl 50.0 S0•0 50.0 1 50.0 See 3neeT J for Hardware 5peciNcation3 INNS 1 1-1 I-i°z I 25 t6 i N.T.S. c. ar JH c or. LFS vr0 b 0 FL-20e61.6 C sr t a t t i os T ^ CO., ITE HNGESTILE CAP (ENGINEEREO W0001 WERIOR aio6- or v :; IEEE % .. f' S.% •1• •:r'i)''- j: i ~ COMPOSITE 7 jJi f,'• its, CAP LOCK STILE COMPOSITE HINGE S U INFERIOR (ENGINEERW WOODI CAP (ENGINEERED WOOD) 7-'HORIzONfAI CROSS SECTION 2 36Z MAX. DOOR PANEL WIOIH 40 OOORPANFL BOOK 35.617 MAIL rODORPANELMOTH 41 OOORfANFI NyDtid ODOr 8 35.61 S MAX. DOOR PANEL WIDTH 4 42 0 /ANEL UI Opor PiIE I R 2 HORQONTACCROSS SECTION' TOP RAIL COMPOSITE/ENGINEERED af, •''+'lii .:{.yip:: !•T I f - o FOAM CORE POLYURETHANE • 1.9 PCF MIN.) INFERIOR EXTEPIOR INFERIOR EXTERIOR HSERGLASS SKIN i,il.;., roDB2 THK.) tir f•• I I BOTTOM RAIL f-- F 71• —{ (COMP-1 3 VERTCAL CROSS SECTION VERTICAL CROSS SECTION 2 x N.T.S. To JK ptC fr: LFS FL-20461.E dT -L or I F 111111111f/!// a 5 r, PI 0 fill 111 p 3N..Z O gym• W 4 oda 4 S 6 g a m MANWAf:NRiI! MODEL-7 KNOB: f51 Illllll llflll/ iO X.4••• h r e i o@,:p=gin PI8 zd i O`u1 e• pp E u: V a arla c= 40 41 42 3 3a 1 O EXTERIOR INTERIOR ameN VERTICAL tl4 E 1 4 CROSS SEMM Shown w/ 7% Bt1cR outsv4i01twiu1lltrmN+9sirzdarl EMS • (TYP•) E 9- -4uU, B C e c QN O.ISCSINK O.ISC-SINK _ pCi in N V R+TERIOR MIFRroR a` I n0 Y a 4 ei23 . 21 EKiFRK)R IEidOR o i o 40 41 42 40 .41 42 27 I I I s _e 16 ` EM91ra.1.1._ t.t/e•tiuN. F--•-----• --EMS. sw N.T.S. `+ iYP.) 3 fry r 2 HORIZONTAL CROSS SECTION' O J HORIZONTAL CROSS SECTION cm Nr. l°s 3 4 HORIown ecic Ovhwkp slwwn Mt" H'Jsiriltai 4 WhMk10 slloan (In.rkq amlw) alFLs -44 70061 6 a Dw 4 Jr ;I 7 111111II fJ//J Jlfiv 1IxBucktobesemwedtoC on°zmosonrybyothmun .. 11 c Eo a e v N n j O mm4 40 '41 42 j 1 o z a Fy EXTERIOR INTERIOR c 1 VERflC 4C OSS JECTION ow =o U t, INTERIOR INTERIOR G i ill_ V • 1 i 23 24 1 EXTERIOR 40 W 1•UrINN. 49 40 41 42O 41 42 46.ITiP.J- a+t 5 26 16EM& ITYP.1 scat, N. T.S. i HORIZONTAL CROSS•SEC"ON c * •1k = S h I)Mt S HORIZONTAL CROSS SECTION pa er. LFS ; sIxawn p simaarl I,7111fW1<IQ slaws (kt1W410 sutslor) FI.-20451.6 a to S v t 1 t Jo 3 LUG 9'l9tOt-ld v. ow,w gwol.g!/69 /M ku Ouy.tl O Nuosow 01 4v of s • 9 NO/1J35 55 b,1VlNOZIbOH 9 . 1, dAJJ' I•I yy n• O Sam Sd I :y -4W3 Xr S 1'N Tnr 9 9Z 5 cn Iz I I aaaawi aWa 91M ro .4 OQ;)3S ssolfa 1b1N0 bOH S • rdul rra Ili -, --T Wml 19 69/Mkvoblq\gllp w w a woo 9 OLLJ3S S O J 1 WV3A• r •> aaa3lw I I qWa AROCMW /o! w +s' 9 gwol I/di.lo!N By+eM71 AO W+Q4S 9 NO • 35 SSOb it+ O 1 OH - B • N S $5089 7VINOL80H Z JSd SS = 3XIblS LUsnJ3S /M Ad ZIP; = DIMS ObVONViS /M 3bnSS3bd NOIS30'XVW ASNOSM O11J38NI gwol ur! a wro 9 O 3S SSOyJ I183A t f%ON 03 l6 04 Lf o g 1. t li i,u St O SI motet. I, S:1 Item It's 17. 1 & 32.34. 35, 36. 37. 38 d 39 are attached to jombs w'/ (31 NB X 2-I/T p1h screws al each end. l ttem A's 16 6 33 are attached Io jombs w/ (21 08 X 2.1 /7 plh screws at each end. SN Item 4 IS is attached to Jambs uWkV (2) N 10 X 2' pph SMS at each end. INTERIOR SEE NOTE I EXTERIOR 1 VERTICAL CROSS SECTION 7: " so EXTERIOR Y0. INTERIOR SEE NOTE I a 1 VERTICAL CROSS SECTION 7 Owsm" Sa 1\1111l1/,, a 1V 4.. W ! N INTERIOR P 1 EXTERIOR> onmilpyNG SSSSS_ a a 4 33 34 35 36 37 ; y i i Sr-- NOTE 1 O i 1J EA. b tit• . ; ; • O_ or NP m r 1 VERTICAL CROSS SECTION g 7 ,hswtV;5- 4 EXTERIOR -MVP-71—, INTERIOR SEE NOTE I i G t:•7I:J 26 18 sus. N.T.S. 0.0 wfd JK a« e LFS 4"N VERTICAL CROSS SECTION+a 7 PAW ACC. F1-20<6t.6 s.ar 7 a t 1 i 77 O HEAD 8 JAMBS TYP.I iX BUCK I D mm 6 JAMBS PYF.) 2X BUCK 50 PSF MAX 70 PSF MAX i A MASONRY PP.) 2X BUCK ANCHORING MASONRY TYP.I 2X BUCK ANCHORING 4,0 s 1:oZ3Ga So P 3) NO PFH WS JAMB TO HEAD OFTAIL I •u .Zi V g asN• 641m. 4 0t= J c u77 p% Y N 2xBUCK to BUCK' J . 1X BUCK WV g 3 N M DIRECT TO o N MASONRY I e FRAME HEAD; JAMBS a. I WTYP.I I^' z FRAME ANCHORING Un 5i26 18 SCxL N.i,S. om In JK 3 cMc W: LFS 3 cw«0 .0: t a am - or I I ,' o m a SEE HINGE DETAIL MP.) 2x SUCK ! MqL26 t --f IaBUCK OIR{T i0MASONRY SFE iOHGUE to to $ STRIKE DETAIL ITY J 2x BUCK 2S Ix euCK G 1 g g 017ECT TO M N Q MASONRY fn o" O LATCH B OEADBOii OETA4 ' i Q ti$ h e 8 KwA3et SEE LATCH, 1 a oEADBMoeott IDE:ML _ SEE LATCH LAICHAOEA03OL1n b n 0EA0602xBUCKDETAIL $ " $ a 06weotrX— I KBUCK G e OIRECt r0 MASONRY , S P TREIKE V SUCK 25 IxBCCK G DIRECT TO M 27 MASONRY LA TCH a DEAD80U DETAIL SGdape LATCH & DEADBOLT STRIKE DETAILS STRIKE JAMV LoWhond eodbott SI/I ON CENTER Tif EJAMI Latch ono Doodboli 17ON CENTER B M DIRECT TOMASONRY DEADBOLT STRIKE DETAILS Security Deodbolt Strike Platel HINGE JAMB HINGE DETAIL BUCK BUCK ZECTTO ISONRY STRIKE JAMB IMITwanFLOck ZFjn j >•• YI FZ PyG g kla b 2x BUCK 'L Ix BUCK G DIRECT TO M MASONRY J 1 IONGUE STRIKE DEYAU M I1Jp—w7 `cF - 2x BUCK Ix BUCK G DIRECT TO M MASONRY 3G LATCH S DEADIOLT DETAIL MWIpainI oc MULTIPOINT LOCK STRIKE DETAILS K LFS ; M9q I.0.: : FL-10s61.6 0 ar 9 ov -. lInga—I tr Ot4.WWXOL IC(, 0 M 0.082* Pl rd asO.W34- ct0.6r US, No 43409 17 G PRODUCT: -.d Op CrATEOF -I rHCRAAA - TRU Lyndon r., S.1-Ild' nOMASS DOOR P.C. No. 3409 ......... 2 /40 T .5-11 — % 2-0. fx 101VAL PXMSM PANEL NOTA PART OR ASSEMBLY: V augimfic comsuv S. 10 it "" fl, a, Rd JQ±141AIE M 611, ED (201 Y, 1 . 0. Hom 230. voirica. rL 33505 REVISIO14S COMPC)tjctjrs Ph*.. lid.: 811.6529197 FSPE CA. tic. 9613 1II llllrrrr Blll Of MATERIALS 81I1 Of MATERIALS U. e * n 0 Z 6j6 r• y y.; Itll 0 1,11 pi O a 2eury •• as o _0EaZpu 9 fW g a b 6 6 y 6 V fY 0 3 a xQ c a 1 2 N CONCRETE ANCHOR NOTES:, r%2 I. Concrete anchor bcatbns at the comers may be adAMod to motntcin the min. a edge distance to mortar JOWL Q2ConcreteanchorbcatbnsnotedosMAK. ON CENTER'musf be o4wred to mofntofn the min. edge distance to mortar joints. additional concrete anchors ii k maybe required to ensure the WAX ON CENTER dimension are not exceedec. W 3 Concrete anchor table: n i 4 o ITW N o ry "3 16 1 E N.i.S. i 0116 n JK a Us osMwc na 1. rrdrlYrllrm S/redge distance. 1 end ditance, & I o.c. spacing or u FL-20461.6 a Wood screws to prevent the spENYlg of wood. t+ar : ac 1 1 « p REM 1 OFSCRPf10N MATERIAL REM 1 OESCRIIRON MATERIAL A I X BUCK (SG >= 0.42)• WOOD 25 RS x 2-1/2" PFH WOOD SCREW STEEL B 2X BUCK SG >= 0.42 WOOD 26 R8 x 5%8' PFH W000 SCREW STEEL C 1 /4' MAX. SHIM SPACE 21 LATCH STRIKE PLATE STEEL 0 1 /4' X 2-3/d• PFH ELCO OR RW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD). STEEL E MASONRY - 3.000 PSI MIN, CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A OEAOBOLT SUB STRIKE PLATE STEEL 288 DEAD80LT STRIKE PLATE (SECURITY). STEEL G 3/16" X 3.1 /4" ITW CONCRETE SCREW STEEL 29 4" X 4"HINGE STEEL J 9/4" X 3.3/4" PFH ElCO OR RN/ CONCRETE SCREW STEEL 30 LATCH d.•DEADBOLT STRIKE PLATE (TONGUE SYSTEM ALUM/COMP L IOX2-1/2"PFHWOOOSCR"cW"(1'.1S'MIN.EMBEDMENT) STEEL 31 MULTB'OINTSTRIKEPLATE•(iONGUESYSTEM(' ALUM/COMP M 3/I6' x 2-1/4" nw CONCRETE SCREW STEEL 32 INSWING THRESHOLD - ALUM/COMP N 3/ 16" X 23/4' TTYI CONCRETE SCREW STEEL 33 INSWING THRESHOLD" ALUM/COMP I JAMB (FINGER JOINT PINE W000 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP MEDIUM REACH( FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWMG:THRESHOID ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/•MODERATE CLIMATE THRESHOLD VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL BOOK( 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR:PANEL (HYBRID 7 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL Ul 18 OUTSWING THRESHOLD ALUM/COMP 22 a8 x 3/d" PFH w000 SCREW STEEL 23 k 10 x 3/d' PFH WOOD SCREW STEEL 2 k 10 x I" PFH W000 SCREW STEEL AIJCHOR ANCHOR% MIN.:CIJJIRANCEj MIN._fZIEAAAHCE i0 MASONRY • i0 A OJACEM .. w T'PE; .., SIEE EMbQf,OM ENf•- i' fCGF . AlifCllOA.'. . TAICONe ULTRACON ITW • TAICON 3/16' 1-1/4' AS SHOWN 1-1/r WOOD SCREW INSTALLATION NOTES;, hbtrltain a Florida Building Code Online Page 1 of 3 Business & Professional Regulation BCIS Home I Login I User Registration Hot Topics I Submit Surcharge 1 Slats 6 Fans Publications FBC Stan I SCIS Site Map I Links I Search Florida Product Approvalr0usER' R Public user Product Approval Menu > Product or ADDIicaUon Search > Application list > Application Detail FL # F1.15332-114 Application Type Revision Code Version 2017 Application Status Approved Comments Archived O Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@lmiwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE G Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15332 R4 COI FLCOI.odf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 https://vww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtl-18572gvd Wi... 4/12/2018 Florida Building Code Online Page 2 of 3 Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00500E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE 510807D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 If 08-00498E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE 510805D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 11 08-02248C.odF Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE 512968C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-02249C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 512969C.Odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R4 11 08-02250C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE 512970C.0f PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-00499E.odF Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE 510806D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FLIS332 R4 11 08.00501E.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports littps://www.floridabui lding.org/pr/pr_app_dtl.aspx?parain=wG CV XQwtDgtlA 8572gvd W I ... 4/ 12/2018 07 DESCRIPTION AS FURNISHED: Lot 227, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 Ihr•u 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of ' Florida. Inc. A c 7o,Q0o° AP yU O\h 10 rt4: LOT 226 D r0 m '- G r k, 7 14,50' \ 8.60' 14.85' LOT 227 FORMBOARD FOUNDATION TOP OF FORMS 22.37' 25.58' 26.03' 10'I UTIL ESMT 66.50' 1 14.85' W Z 5.78' LOT 228 CI R-100.00' 50.49' ryprry b P.C. 0 ti 0 1 -jU-bv U. R=100.00' L=3E.14' C-32.00' w LOT 11,119 54.Ft LIVING a 1,157 SO.FT. GARAGE 451 SO.F7. ENTRY 89 SO.F"I. LANAI N/A saxi. BREEZEWAY a N/A 50.1`1. DRIVEWAY 406 SO.F1. A/C PAD 9 SOFT. WALKWAY 70 S4.F . IMPERVIOUS 19.6 X 2.184 4L.FT. Q S RED ROSE LANE SOD a 8 9 5 SO.FT LA1 1 QQ 50' R/W TRACT I R/W - 247 SO.FI. APRON - 54 SO.r-!. I ROAOSED a nNISHED SPOT GRADE ELEVATION SIDEWALK - 157 SO.F7. PER DRAINAGE PLANS BUILDING SETBACKS: SOD - .16 SO.f'I. tiI a PROPOSED DRAINAGE FLOW FRONT a 25' LOT GRADING TYPE A REAR 15' PROPOSED INFORMATION SHOWN AREA - 11.366 50.FI. PROPOSED F.F. PER PLANS a 22.J' ++ SIDE 5.0' BASED ON SUPPLIED PLAN DRIVEWAY a 462 SO.FI'. SIDE CORNER - 10' AN OR INSTRUCTIONS PER SIDEWALK a 227 SO.ri'. SO. F'I. PROPOSEDGRADEPERCONSTRUCTIONPLANCUNTNOTFIELDVERIFlEOSOD1CRUfSE) VME 'R-SCOTT ASSOC., INC• - LAND SURTIE' r0R,- LEf' E"° 5400 E. COLONIAL DR. ORLANDO. FL. 32607 (407)-277-3232 FAX (407)-658-14,56 I. • PLAT AL. • P004T UM LILAC TIP, • TWICAL NOTE$ IMC CFRTIrYTINTTHISSURVRNCCTSIMFSTANMRDSOrPRACIMCSR71) IN. • URlM /I[ PAL. . pa PIT or REVERS[ CWVATURC 1) t. Istw ROD .CL, • POINT W CDIPOIOID CURVATURE I' 1. ME UNDLRAQm0 DOGS HCRCBf SE TI my. PROTFSSIONALSURrF00AMPI/APPCRS W CMAPTER W-IF FLOMPA ADIONISWINC 000E PUNSWO f0 SECTION 17C,p27, r10NRi4 S7A7UL1 WIMYWI96YOR'S SIONATURE AND ORWIM RALSLO SEAL THIS SVRWY YAP OR COPIES ARE WI VALID. It • CD" MD41R4NT RAG •RADIAL 1 P.R. • CON 1R. P/ILx 4596 NA LAW -RADIAL ItzRIM Z IMILSS 010013LD A05SWMCYMS'PRWAREP FWAV R}jLff W/ORU470R I LOMMEO M TIC SURVEYOR MOIC MAY OC ORIflt NCMI MIWMS RECUVEttCD VP. • VITMEJS DINT Pux. 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PJ. • POINT or TAIWAKY 0 CERTIFIED or — — O[ Sf. • UCSCRIPIKIN RADIUS PLOT PLAN W-09-18 2165-10 R LPC LCNOH FORNBOARD FOUNW71ON/ELEVS. 06-25-10 117J-t8 L C°CNORU rx crmlrD xct RurD NORTIi rN/ 5 UVILOIND/PROPCRTY DOES.NOr UE WITHIN THEESTAHUSHCO AORUSE11 100YrARn000PLANEASPERiTRMR.L.S. / 714ZONE f'YAP / 12117C 0055 IscoT. Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE 510808D.Ddf PRESSURE RATINGS I Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00502E.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510809D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-00503E.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510810D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 8adt Norrt Contact Us :: 2601 Blau S ene Road. Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida is an WEED employer. CoovrrPht 2007. 013 State of Florida_ :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida low, 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 !malls 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 bere . Product Approval Accepts: Credit Card Safe littps://www.floridabui lding.org/pr/pr_app_dtl.aspx?pai-am=wGEVXQMDgtH8572gvd Wl... 4/12/2018 CITY OF SANFORD y BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: (D goo Documented Construction Value: S 50, Job Address:512UIAA::k 6Historic District: Yes No Parcel ID: Residential Commercial L Type of Work: New6m Addition 11 Alteration Repair Demo Change of Use Move Description of Work: "r,^5tall l u v n >AC LJ `i1 t.- 1.3e Plan Review Contact Person: Kkajt .1 I J (Ui/S 1- Title: Phone: `IV7$S OIXt Fax:1-333-.39e;3 Email: VGCpJC:IA>r.cpO Property Owner Information NameC, Phone: 1 Street: t Ln SL DDO Resident of property? City, State Zip: I N(jtAriA,1 c D CA- `25aD P,5t Name 1W L-1"1v r Street: ( City, State Zip:& Name: Street: City, St, Zip: Bonding Company: Address: c Phone: (4y-7- 5'i 6 - 34U Fax: 0 53 State License No.: O Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revi3ed7)utte-30; 201i-- — — -_ _- . Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate at work will be done in compliance with all applicable laws regulating construction and Signature orOwner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date of Contractor/Agent Name signature orNo ry-State of Florida r IJ f' CHERYL D AKERS MY COMMISSIONS FF998962 l d EXPIRES June 05. 2020 a Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced 1D Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 Taylor Morrison Homes 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 1 DEL -AIR State Certification CAC032448 MATING • AIR CONDI110NING Phone:(321) 397-7250 Revised Date: 12/30/2017 Job Name: 30' Teen Regional We propose the necessary labor and material to install heating, air conditioning and ventilation for the above job. Design Criteria: Worst Case for pricing; lot specific for permitting. R-30 - Vented Under Attic R-19 - Vented Knee Wall R-4.1 - Block Walls R-13 - Frame Wood, Exterior R-13 - Frame Wood, Adjacent Windows - Low E Vinyl Double Pane, U-Value = 0.34 SHGC = 0.27 Water Heater - Natural Gas Tankless 1 gallon, efficiency 0.82 PLAN NAME TONNAGE SEER HSPF FANSIFAN LIGHTS TOTAL CONTRACT PRICE Anastasia 2.0 / 2.0 16.0 / 16.00 8.50 / 8.50 210 8,035.00 Boca Grande 3.0 15.00 8.60 410 4,911.00 Captiva 3.0 16.00 8.60 3 / 1 5,095.00 Marco 3.0 15.00 8.50 2/0 4,679.00 Santa Rosa 3.5 15.00 8.50 4/1 6,759.00 I NOTE: PRICING IS VALID FOR 6 MONTHS. I Equipment to be LENNOX 15 SEER HEAT PUMP (14HPX/CBA27UH) Pricing includes bath duct with standard bath fans, fan -light combos, dryer vent box, dryer venting through roof, and programmable thermostats (TH6320U1000DAG). Anastasia and Boca Grande plans only include dryer wall caps. For any interior kitchen hood that has a fan greater than 400cfms - add $475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1,000cfms - add $875.00 for a Broan MD8TU & MD6S. For any interior kitchen hood that has a fan greater than 1,500cfms - special provisions must be made. Add $235.00 for Increased range vent size if any make up air is necessary. DEL -AIR MUST BE NOTIFIED OF ANY INTERIOR HOOD THAT IS GREATER THAN 400CFMS BEFORE ROUGH -IN. Customer Initials 11% %( 1 1: (I IY1. t It u t m) s t ucn r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION application No: 18- 1Q'% Documented Construction Value: S Job : address: L Historic District: Yes \o Parcel ED: —ETResidential 31-*comtnercial Tvpc of Work: New 2addition D alteration Repair El Demo Chang I i> e of UseC r_\IoN- e Description of \Vork: I L 1Q' I i FyC (-, j lr` IVIIF i (i r, j Plan ReN•ie-,%• Contact Persons J Title: Phone: Fax: Email: Property Owner Information Name r-LgN Phone: Street: Resident of properh•? : City, State Zip: Contractor Information Name 11 t lrt [ I' l?1 i I Phone: Street: —! `'' 1 lr' Fax Cih•. State Zip:^ r I iC'1", 7 / / 11 State License.No.: Natne: Street: city, St. Zip: Bonding Company: acl( lress: Architect/ Engineer Information Phone: Fax: E- mail: Mort- a-e Lender: Address: WARNINC: TO OWNER: 1'OL7R FAILURE TO RECORD A NOTICE OF CO MENCEMENT MAY RESULT IN YOUR PAYLNG TWICE FOR DIPROVEMENTS TO )'OUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED : 1ND POsREV ON THE .108 SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER' OR AN :ATTORNEY BEFORE RECORDING 1'OL-R NOTICE OF CWMENCEMENT. ppliitaio! l is il.':e:': made to Ohl_In ! ITL•! to do the work and i stal'calo:ts Is indi,-":ed. I mniffv ihat no v, ',,' a ! - Pz•., or iil:t_I.tinit it > J: i:CI•? :ev :!or to the i:5laace of-, mmh 2nul ih=i al Oin will be • _ of I FPIN' Ci.JIT.i u iJ i:1:2t Si::!!d.us o I la'•l'j r2 1S1: ltr •.•.• F' .ii. CO!lai"l...i I! i this jurisdiction. 1 understand that a separate permit niust be secured For c'lutricul i%ork. plumping,. signs. %%ups, puuls. furnaces. boilers, healers. tanks; and air conditioners. etc. FIX 1053 Shall be inscribed %%ith the dale ur application and the code in cried as u.` that date: "° Lditinn (20141 I'lurida Building Code w OTICE. In addition to the requiretncnts of this perrut, there inay be additional restrictions applicable to this proper,%. that tnay be found in the public records of this counry, and there ma}' he additional permits required from other governmental entities such as Neater management districts, state agencies. or federal agencies. acceptance of permit is Verification that I will notify tht o:t•ner of the property of the requirements of Florida Lien Law • f 5 71 _. The City of Sanford requires pavment of a plan rcviev, 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 subminal. The actual construction Value will be figured based on the current ICC \'aluation Table in effect at the time the pertrit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the acm3l construction Value. credit %%ill be applied to Four permit fees when the permit is issued. OWNEWS AFFIDAVIT: 1 certifi' that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a 'ng. sin=rc O; Gu:t:.'.1ecn; D:.. P.-in; O%%T.c:•Aee is Namr s:ca::aceo; ot r.•sr_t: e; Fioa a D_:: o'Flo ida STEPHANIE RALLO Commission1l FF 175017 Expires November 9, 2016 Owner/A2ent is Personally Known to Me or Coramcit?x Personslly Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE OINTY Permits Required: Bttildirg Electrical N•I.chsnical Plurnbiag Ga; Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - _ of Ainps Fire Sprinkler Ilerntit: Yes No = of 1-11ads APPROVALS: ZONING: EXGINEERCNG: COM)M E \TS: UTILITIES: Fru: of Stories: Plumbin, -.--'of Fixtures Fire alarm Permit: Yes \o WASTE WATER: BUILDING: 2:V-.;t'. hi:- A. ]tti; r--n,:.`.; ph:3-.mn