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604 Red Rose Ln 18-3709 (new sfh)
r-s mot, CITY OF SANFORD _ rA -•- +- BUILDING & FIRE PREVENTION L6_ ;_' `a PERMIT APPLICATION AUG 2 9 2018 t D Application No: BY:1 Documented Construction Value: $ D94 11-5 00 Job Address• V / P, '] r /Q Historic District: Yes No MX Parcel ID: TZ('-19-30- 510-0000--219 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE f—- LOT NUMBER: 23g Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: d aph ne12 Permits Permits Perm its.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT I TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: Name: Street: City, St, Zip: _ MAITLAND FL 32751 Fax: State License No.: CBC1257462 ArchitectlEngineer Information Phone: Fax: E-mail: Bonding Company: NIA Mortgage Lender: NIA Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 1N 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. r Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has I ' 1 commenced prior to the issuance of a permit and that all work will be performed to meet standards of, all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. ' FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised- June 30, 2015 + Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I wil I 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. S' ature of er/Agent gate TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name Signature of Notary a orida Dat P my COMMISSION# mm% 19 gp Ilttiu Butgd NotwY OSw' f 01M1 Owner/Agent is yES Personally Known to Me or Produced ID N/A Type of ID 12- 1 Z AlAK nature ofContractor/Agent Dat JOHN ASA WRIG T Print Contractor 's Name Signatu otary-State of Florida Dafe r °6 D. A CLARK MY COMMISSION i FF 2W08 EXPIRES: June 27, 2019A'' i a 0% SonM Da Sudpt Notery SK" Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building x Electrical Mechanical © Plumbing® Gas[]Roof Construction Type: Ne, Occupancy Use: 23 Flood Zone: Total Sq Ft of Bldg: 2)L 1 Min. Occupancy Load: 1L # of Stories: 2 New Construction: Electric - # of Amps IS-6 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes'No N # of Heads lo.is sd APPROVALS: ZONING: i 10- .2-014 UTILITIES: ENGINEERING: FIRE: 21 Fire Alarm Permit: Yes Nole WASTE WATER: BUILDING: Sr A- tS7• IS COMMENTS: Q /t tg do i"Si-ra c-A Apio ay'i A 5-el- 4wr ks a k4/ m utous rc, s.w., oh %, 54rla fior —12 b-V Revised June 30, 2015 Permit Application CITY OF SANFORD BUILDING FIRE PREVENTION iD PERMIT APPLICATION AUG 2 --7 Application No: I l I Documented Construction Value: $ V Job Address: Af l vp Historic District: Yes NoEA Parcel ID:11 A9-30-90-0000-238' 0 Residential Q Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE -- LOT NUMBER: L Plan Review Contact Person: Daphne Clark Title: - Phone:. 407-257-6940 Fax: Email: daphne Permits Permits Perm its.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Name: Street: City,- St"Zip: - Bonding Company: N/A Address: Fax: State License No.: CBC1257462 Architect/ Engineer Information Phone: Fax: E= mail: - Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO' R_ ECORD 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 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. C S' ature of O er/Agent Plate TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name t1w, Signature of Notary a orida Dat r ue DA 4P 1hy colissa # FF 209108 ter P 1 BudDdNot1KY 0 1940FI Owner/ Agent is yM Personally Known to Me or Produced ID N/A Type of ID 0 nature of Contractor/Agent Dad JOHN ASA WRIG T Print Contractor 's Name Signatu otary-State of Florida D e r ra µ....% D.a G.aRlc MY COMMISSION # FF 209108 EXPIRES: June 27, 2019 w y° Bonded 11w Bu*l No" &MCa Contractor/ Agent is YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY PermitsRequired: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No UTILITIES- / W 8- 31 WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County,FL Inst #20181y01203 Book:9204 Page:91; (1 PAGES) RCD: 9/4/2018 2:321 PM REC FEE $10.00 CERTIFIED COPY GRANT MALOY A, , CLERK OF THE CIRCUIT COURT AND CONIPTP,OLLER SEMINO CO NTY, FLORIDA h CLERK Parcel IDNumber:f'/'q-3Q 6A0-0000-23-'U, 4ate 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. 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. I . Description of property : LOT 2,3/ Legal Description : Thorn brooke Phase4. according to the plat thereof, as recorded in Plat Bookd/ Page/-V-7/of the public records of Seminole County, Florida. Addresses : b l d 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(l)(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 : a 2 Signature of Owner's Agent : _ /=f7k n Asa Wright Taylor Morrison of Florida Sworn to and subscribed before me this by John Asa Wright who is so ally known tome. Notary Public DA Clark My commission expires: 6/27/19 Serial No. FF 209108 rotaIgnature: Notary seal: AND - Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100007 BUILDING APPLICATION #: 18-10000797 BUILDING PERMIT NUMBER: 18-10000797 DATE: September 19, 2018 GC 3o4, I I UNIT ADDRESS: RED ROSE LANE 604 21-19-30-510-0000-2380 TRAFFIC ZONE:022 JURISDICTION• yT 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: 604 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PA 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 t\ ISSUANCE OF A BUILD NG"-PERMIT. l PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES n MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR V vDAYSOFTHEDATEABOVE, 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 4 - 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 f Revision \ / Response to Comments E7 Permit # 4---37Jq Project Address: 6g4f kwhu Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: O Building Plumbing Electrical LA!f Mechanical Life Safety Waste Water L i$ION City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date L91hY Fax: General description of revision: 6(m.14-11d Olaf a-),e & 41zILZ LudAi-aLA ROUTING INFORMATION Department Approvals Utilities Waste Water - Planning Engineering Fire Prevention Building L, CS r1FOk0 CCITY OF u > Sk 40RD Fs7'. tag' PLAN REVIEW COMMENTS Application Number: 18-3709 Date: 10/25/2018 Project Description: New SFR Contact Name: Daphne Clark Job Address: 604 Red Rose Lane (Lot 238) Contact Email: daphne(a,PermitsPermitsPermits.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. -The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. The house is designed for the garage orientation to be on the right. There are several plan pages that show a reverse orientation garage left): Plan Pages 2131, 2B2, 413 & TR. Please resubmit two (2) copies of corrected plan pages. FBC 107 2. The HVAC duct layout orientation is incorrect — shows garage left. Please resubmit two (2) copies of a corrected layout. FBC 107 3. The truss placement diagram provided by the truss engineer is garage orientation left. Please resubmit two (2) copies of a corrected truss placement diagram. FBC 107 4. The Florida Product Approval and corresponding installation instructions provided for the sliding door are for a 2-panel slider. The plans show a 3-panel pocket slider will be installed. Please submit two (2) copies of correct product approval and corresponding installation instructions for the sliding door. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official 1- SkNFOO CITY • BUILDING r Application Number: 18-3709 Project Description: New SFR Job Address: 604 Red Rose Lane (Lot 238) PLAN REVIEW COMMENTS Date: 10/25/2018 Contact Name: Daphne Clark Contact Email: daphne(iDPermitsPermitsPermits.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.eov. Provide two copies of affected plan sheets anrbor supplemental information as requester., Permit submittals will not be accepted without two copies. COMMENTS: 4 1. The house is designed for the garage orientation to be on the right. There are several plan pages that show a reverse orientation garage left): Plan Pages 2B1, 2B2, 413 & TR. Please resubmit two (2) copies of corrected plan pages. FBC 107 2. The HVAC duct layout orientation is incorrect — shows garage left. Please resubmit two (2) copies of a corrected layout. FBC 107 -I; c.d-&t-ey J3. The truss placement diagram provided by the truss engineer is garage orientation left. Please resubmit two (2) copies of a corrected truss placement diagram. FBC 107 J4. The Florida Product Approval and corresponding installation instructions provided for the sliding door are for a 2-panel slider. The plans show a 3-panel pocket slider will be installed. Please submit two (2) copies of correct product approval and corresponding installation instructions for the sliding door. 0-d&hA-,A- ux-4- (N" Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans eramiirer to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official 0 f r` r Revision MT QResponsetoComments( Permit # I ow 37', Project Address: LO(4 Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Submittal Date Fax: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Trades encompassed in revision: General description of revision: Building Plumbing k QI C Electrical / % El Mechanical w / X e & %oL Life Safety Waste Water Now-01 ROUTING INFORMATION _ Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building CITY Of ORD i FLORIDA Name Address City:, Phone: City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form John Asa Wright Frim Taylor -Morrison of Florida, Inc. 2600 Lake Lucien Drive Maitland 407-257-6940 Fax: State FL Zip Code: 32751 Email: daphne@permitspermitspermits.com Property Address: 604 Red Rose Lane Property Owner: Taylor -Morrison of Florida, Inc. Parcel Identification Number Phone: 407-629-0077 21-19-30-510-0000-2380 Fax: The reason for the flood plain determination is: Email: 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 4076) OFFICIAL USE ONLY Flood Zone X Base Flood Elevation N/A Datum N/A FIRM Panel Number 120294 0055 F Map Date September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The Parcel is in the Floodplain Floodway A portion of the Parcel is in the Floodplain Floodway The Parcel is not in the Floodplain Floodway The Structure is in the Floodplain Floodway The Structure is not in the Floodplain Floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: B P 18-3709 Reviewed by: AlweBCae4, 6%-- Michael Cash, CFM Date: 09/20/2018 T:\Engr-Files\Elevation Certificate\ o Application for Right -of -Way Use for Driveway, Walkway & LandscapePF- 1117 Department of Planning & Development Services www.s nfordfl.gov 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 tlie 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-way and use shall be provided or application could be delayed. 7NdWBZ6X to T- 3 xno. anew below, L { Call before you dq. 1. Project Location/Address: v!/ d a 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date G + Completion Date Emergency Repairs 4. Brief Description of Work: Aft MAY 41AV /` This application is su a //,, nnQQ /npp r / j yy Property Owner AYaK , `(//V/MA /JmtsSignature: //,P rint Name: Address: 44NF L, RKI 10101 , V Phone: 40?-& 7-6?4 0 Fax' olcrohi?e@ I'(.lMl />K/m C01Yi Date: Z if 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 nght-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition In the event that any future construction of roadways, utilibes, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permdtee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated cnteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestoes expense and, if necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its oouncilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suds, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right7of-way. I have read and qRderstand the above statement and by signing this application I agree to its terms. 1 hereby understand and a may al es related to this application as required by the city's adopted Fee Resolution. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.6080, Ext 540124 hours in advance to schedule a pre -pour Inspection. Pre -pour Inspection by: Date: a: Ci 1{ V h Date µ Y wed: y. Putairc tit t es ,........... E Date• ; >"[:--Z > Site.fnspected by; . .. y.. :• a k • Date wi.., P o di' SDedai .etmitC ra lions•.-::... :° .:...".::.......:`::....... September 2010 ROW Use Driveway pdf SCPA Parcel View: 21-19-30-510-0000-2380 http://parceldetaii.scpafl.org/ParcelDetaillnfo.aspx?PID=2119305100... Prop2dy Record Card Parcel: 21-19-30-510-0000-238 0 eourtranr,o Property Address: 604 RED ROSE LN SANFORD, FL 32771 ParceldInformation I Parcel 21-19-30-510-0000-2380 Owner(s) TAYLOR MORRISON OF FL INC Property Address 604 RED ROSE LN SANFORD, FL 32T71 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 4 Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 40 40 40 47.93 5 236 237 238 239 N N N V O O O COJ MMM 40.27 36.33 N . 14.67 egal Description LOT 238 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 40,000 0 40,000 Schools 40.000 ' so ; 40,000 City Sanford 40.000 so I 40.000 SJWM(Saint Johns Water Management) County Bonds I $40,000 40,000-0 0 0 40,000 40.000 Sales Description Date Book Page Amount Qualified Vac/Imp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT i ' I 1 $40,000 00 1 $40,000 Building Information Permits Permit # Description Agency Amount CO Date Permit Date 1 of 2 8/29/2018, 11:42 AM REQUIRED INSPECTION SEQUENCE HOMES SFR-DETACHED T,q.f •!Z MA RR. So 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 Sin le Family Residence Address: rtw.y .y.... Y' s..r 1:-r„ .f' •e^-wF.- s.p. ".'..f::-_'S, •R _/'. M't l; y ,' m+^ EI;ECTRICAL PERMITKim, 7 ir.e'- 7'.•„- sal« f.-..7"i, w-. f..•.: N1.:• Ki 1 , . ,•! Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final EMU Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 1 i CIi•'A'NC A L`'PE'RMITr J,#' Y i 7* Y}Cr,`"'ppl• F'i t`}7. SsL`.''}N+j ,.,i:•r-:t*,":s 3 2:tJ `. n. ,,•.-%+ .1 ti 't'F.w+c :wm . S,:t:.:Z:;.%r li,. +,. 1 a`kC.'f• ,,:.If=itf["^. Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lo1238ThornbrookeSanlaRosaGRS Builder Name: TAYLOR MORRISON Street: 604 Red Rose Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: - 3 7 0 9Owner: OANJurisdiction: 691500DesignLocation: FL, Orlando County: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types(2706.2 sgft.) Insulation Area 2 Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ft' b Concrete Block - Inl Insul, Exterior R=11 0 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 5 d. N/A R= ft' 10. Ceiling Types (1277.0 sgft.) Insulation Area 5. Is this a worst case? No 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 (ft') 0 c. R= ft' 11. Ducts R ft' 7 Windows(336 7 sgft.) Description Area a. Sup: Attic, Ret Main, AH: Main 6 427.6 a. U-Factor. Dbl, U=0.34 27267 ft' SHGC: SHGC=0.31 b. U-Factor Dbl, U=0.58 64 00 ft' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=O 32 a. Central Unit 42 0 SEER-15.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor N/A ft' a. Electric Heat Pump 42 0 HSPF.8.50 SHGC: Area Weighted Average Overhang Depth: 2 521 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: 63.14 PASS TotalBaselineLoads: 70.93 I hereby certify that the plans and specifications covered by Review of the plans and f0E STgrc thiscalculationareincompliancewiththeFloridnergy .- - specifications covered by this F Code. calculation indicates compliance jo,,v''%- ` '' • O withtheFloridaEnergyCode. Ina, ;•::=' °:,\, PREPARED BY: Before construction is completed DATE: 11-2-18 ric J Holland this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. COtj withtheFloridaEnergyCode. WF, C4 R OWNER/ A 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). 11/ 2/2018 2 53 PM EnergyGaugeO USA - FlaRes2017 Section R405.4 1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title. Lo1238ThornbrookeSantaRos Bedrooms: 5 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: 604 Red Rose Lane Permit Office: Cross Ventilation: No County: Seminole Jurisdiction 691500 Whole House Fan. No City, State, Zip: Sanford , Family Type- Single-family FL , 32771 New/Existing: New (From Plans) Comment CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V 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 Heated 1 Main 2138 196696 Yes 6 5 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 ft 0 1157 ft' 0.18 0 0.82 ROOF Roof Gable Roof Solar SA Emitt Emitl Deck Pitch V/ # Type Materials Area Area — Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1428 ft' 320 ft' Medium 085 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' Y . . N 11/2/2018 2 53 PM 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 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To WaILT_ype Space R-Value-Ft-In Ft In Area P-Value-Fraction Absor_Grade%_ 1 W Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft2 0 0.23 0.6 0 2 W Exterior Concrete Block - Int Insul Main 11 37 6 9 4 350.0 ft2 0 0 0.6 0 3 SW Exterior Concrete Block - Int Insul Main 11 5 8 9 4 52.9 ft2 0 0 0.6 0 4 S Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 5 S Exterior Concrete Block - Int Insul Main 11 5 0 9 4 46.7 ft2 0 0 0.6 0 6 E Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft2 0 023 0.6 0 7 E Exterior Concrete Block - Int Insul Main 11 39 6 9 4 368.7 ft2 0 0 0.6 0 8 N Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 9 N Exterior Concrete Block - Int Insul Main 11 30 0 9 4 280 0 ft2 0 0 0.6 0 10 Garage Frame - Wood Main 13 24 9 9 4 231.0 ft2 0 0.23 001 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SW Wood Main None 25 3 1 8 24.7 ft2 2 Wood Main None 25 2 10 8 22.7 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 034 0.31 N 6.0 ft2 1 ft 0 in 1 ft 0 in None None 2 W 1 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft2 1 ft 0 in 1 ft 0 in None None 3 W 2 Vinyl Low-E Double Yes 0.34 0.31 N 9.0 ft2 1 ft 0 in 11 ft 8 in None None 4 S 4 Vinyl Low-E Double Yes 0.34 0.31 N 30 0 ft2 1 ft 0 in 1 110 in None None 5 E 6 Vinyl Low-E Double Yes 0.34 0.31 N 45 0 ft2 1 ft 0 in 1 ft 0 in None None 6 E 7 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft2 1 ft 0 in 11 ft 8 in None None 7 N .8 Vinyl Low-E Double Yes 0.34 0.31 N_ 30 0 ft2 1 ft 0 in 1 ft 0 in None None 8 N 8 Vinyl Low-E Double Yes 0.34 0.31 N 40 0 ft2 1 ft 0 in 1 ft 0 in None None 9 N 9 Vinyl Low-E Double Yes 034 031 N 58.6 ft2 1 ft 0 in 11 ft 8 in None None 10 N 9 Metal Low-E Double Yes 058 032 N 64.0 ft2 9 ft 0 in 0 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg Wall Height Exposed Wall Insulation 1 451 ft2 451 ft2 64 ft 8 ft 1 11/2/2018 2 53 PM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 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 075 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 095 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None fN DUCTS Supply ---- V # Location R-Value Area Return---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 427.6 ft Main 106.9 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat- Y Coolin [ Jan Feb [ Mar Heating lX Jan Feb tX Mar Ventin [ Jan Feb X Mar Ceding Fans: A r I Ma [X Jun X JUI rlAugX Se Oct t Apr Mayl Jun Jul Aul Sep Oct A r May [ Jun Jul Aug [ Se [X) Oct Nov Nov X Nov DecfXDec Dec 11/2/2018 2 53 PM EnergyGaugeO USA - FlaRes2017 Section R405 4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 11/2/2018 2 53 PM EnergyGauge® USA - FlaRes2017 Section R405 4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 89 The lower the EnergyPerformance Index, the more efficient the home. 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 (ft') 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: 8 Floor Types a. Slab -On -Grade Edge Insulation b. Raised Floor c. other (see details) 604 Red Rose Lane, Sanford, FL, 32771 New (From Plans) 9. Wall Types Single-family a Frame -Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 5 d. N/A 10. Ceiling TypesNoaUnderAttic (Vented) 2138 b N/A Area c N/A 27267 ft' 11 Ducts a. Sup. Attic, Ret: Main, AH. Main 6400ft2 12. Cooling systems ft' a Central Unit ft' 13 Heating systems a Electric Heat Pump 2.521 ft 0.312 Insulation Area 14. Hot water systems R=0 0 ' 1157.00 ft' a Electric R=19.0 78.00 ft' R= 42.00 ft' b Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new, EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation Area R=13.0 1377.00 ft' R=11.0 1098.20 ft' R=13.0 231.00 ft' R= ft2 Insulation Area R=38.0 1277.00 ft' R= ft' R= ft' R ft2 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 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. 11/2/2018 2 54 PM EnergyGauge@ USA - FlaRes2017 - Section R405 4 1 Compliant Software Page 1 of 1 1 DEL --AIR Manual S Compliance Report xu=C' w C0/DR1 M111 En tire Ho us e DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web. WWW.DEL-AIR.COM 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: 31648 Btuh Latent gain: 6130 Btuh Total gain: 37778 Btuh Estimated airflow: 1400 cfm Job: Lot238ThombrookeSant... Date: 5/18/18 By: JA Entering coil DB: 78.3°F Entering coil WB: 64.1*F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-21+CBA27UHE-042-230*++TDR Actual airflow: 1400 cfm Sensible capacity: 31157 Btuh 98% of load Latent capacity: 9235 Btuh 151% of load Total capacity: 40392 Btuh 107% of load SHR: 77% Design Conditions Outdoor design DB: 41.7*F Heat loss: 27566 Btuh Entering coil DB: 68.9°F Indoor design DB: 70 0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-042-230-21+CBA27UHE-042-230*++TDR Actual airflow: 1400 cfm Output capacity: 38885 Btuh 141% of load Capacity balance: 31 °F Supplemental heat required- 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1400 cfm Output capacity: 8.0 kW 99% of load Temp. rise: 50 *F Meets all requirements of ACCA Manual S. wrightsoft- 2018-Aug-22 12 55 42 Right -Suite® Universal 2018 18 0 27 RSU24018 Page 1 14CC-'k ..eSantaRosaGRS\Lot238ThombrookeSantaRosaGRS rup Calc = MJ8 House faces S Component Constructions Job: Lot238ThombrookeSant... RDEL-AIR P Date: 5/18118 NEATIH6 • AIR COMMMOEntire House By: JA 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 Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (°F) 70 75 Elevation: 95 ft Design TD (°F) 28 18 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb ('F) 42 93 Infiltration: Daily range (°F) - 17 M) Method Simplified Wet bulb (°F) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain ft' BtuhM'-'F ft'-'FBNh BWhM BWh BWh/R' Btuh Walls 12C- Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 200 0.091 13.0 2.58 515 2.34 469 fnsh, 2"x4" wood firm, 16" o.c. stud a 374 0.091 13.0 2.58 962 2.34 875 s 240 0.091 13.0 2.58 618 2.34 562 w 398 0.091 13.0 2.58 1024 2.34 931 all 1211 0.091 13.0 2.58 3119 2.34 2838 13A- 2ocs n 158 0.143 4.1 4.05 638 2.80 441 e 330 0.143 4.1 4.05 1334 2.80 922 s 47 0.143 4.1 4.05 189 2.80 130 sw 28 0.143 4.1 4.05 114 2.80 79 w 341 0.143 4.1 4.05 1379 2.80 953 all 903 0.143 4.1 4.05 3654 2.80 2524 Partitions 12C- Osw Frm wall, r-13 cav Ins, 1/2" gypsum board int fnsh, 2"x4" 208 0.091 13.0 2.58 536 1.44 300 wood firm, 16" o.c. stud Windows 2A- 2ov 2 glazing, clr low-e outr, air gas, vnl firm mat, clr innr, 1/4" gap, n 30 0.340 0 9.62 289 12.4 373 1/ 8" thk, NFRC rated (SHGC=0.31); 1 ft overhang (5 ft window ht, 1 ft n 40 0.340 0 9.62 385 12.4 497 sep.); 6.67 ft head ht a 45 0.340 0 9.62 433 35.7 1608 s 30 0.340 0 9.62 289 12.6 378 w 15 0.340 0 9.62 144 35.7 536 all 160 0.340 0 9.62 1540 21.2 3393 2A- 2omd 2 glazing, clr low-e outr, air gas, mtl no brk firm mat, clr innr, n 64 0.580 0 16.4 1050 16.8 1078 1/ 4" gap, 1/8" thk, NFRC rated (SHGC=0.32), 9 ft overhang (8 ft window ht, 0 ft sep.), 6.67 ft head ht 2A- 2ov: 2 glazing, clr low-e outr, air gas, vnl firm mat, clr innr, 1/4" gap, n 58 0.340 0 9.62 561 12.4 725 1/ 8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (6.3 ft window ht, a 39 0.340 0 9.62 374 35.7 1388 11. 67 ft sep.); 6.67 ft head ht all 97 0.340 0 9.62 935 21.8 2113 2A- 2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 6 0.340 0 9.62 58 35.7 214 1/ 8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (3 ft window ht, 1 ft sep.), 6.67 ft head ht wrightsoft- 2018-Aug-22 12 55 42 w.., Right -Suite® Universal 2018 18 0 27 RSU24018 Page 1 eSantaRosaGRS\ Lot238ThombrookeSantaRosaGRS.rup Calc = MJ8 House faces S 2A-2ov 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, w 9 0.340 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type sw 25 0.390 Ceilings 16CR-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int fnsh Floors 20P-19t: Fir floor, frm fir, 12" thkns, r-19 cav ins, amb ovr 20P-19t: Fir floor, frm flr, 12" thkns, r-19 cav ins, gar ovr 22A-tpl: Bg floor, light dry soil, on grade depth n 23 0.390 all 47 0.390 1277 0.026 78 0.050 42 0.050 118 0.989 0 9.62 88 35.7 325 0 11.0 272 12.0 296 0 11.0 250 12.0 272 0 11.0 522 12.0 568 38.0 0.74 939 1.15 1469 19.0 1.41 110 0.71 55 19.0 1.41 59 0.71 30 0 28.0 3291 0 0 Fk wrightsoft- 2018-Aug-22 12 55 42 Right -Suite® Universal 2018 18 0 27 RSU24018 Page 2 14( ''Cl" . eSantaRosaGRS\Lot238ThombrookeSantaRosaGRS rup Calc = MJ8 House faces S Project Summary Job: Lot238ThombrookeSant DEL -AIR ... Date: 5/18/18 HUM • AM CDHDffKMG Entire House By: JA 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 2/21/17 JA;REDLINE 11-2-17 JA LS 11/14/17 JA;8-22-18 EJH Weather: Orlando Intl AR FL, US Winter Design Conditions Summer Design Conditions Outside db 42 'F Outside db 93 'F Inside db 70 'F Inside db 75 'F Design.TD 28 'F Design TD 18 °F, Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Structure 20625 Btuh Ducts 6940 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 27566 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatingg Coolingg Area (ft2) 2138 2136 Volume (ft') 22293 22293 Air changes/hour 0.41 0.21— Equiv. AVF (cfm) 152 78• Heating Equipment Summary Make Lennox Trade LENNOX Model 14H PX-042-230-21 AHRI ref 10258591 Sensible Cooling Equipment Load Sizing Structure 20203 Btuh Ducts 11445 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 31648 Btuh Latent Cooling Equipment Load Sizing Structure 3654 Btuh Ducts 2476 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 6130 Btuh Equipment Total Load (Sen+Lat) 37778 Btuh Req. total capacity at 0.75 SHR 3.5 ton Cooling Equipment Summary Make Lennox Trade LENNOX Cond 14HPX-042-230-21 Coil CBA27UHE-042-230*++TDR AHRI ref 10258591 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 31500 Btuh Heating output 42000 Btuh @ 47*F Latent cooling 10500 Btuh Temperature rise 27 *F Total cooling 42000 Btuh Actual air flow 1400 cfm Actual air flow 1400 cfm Air flow factor 0.051 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point 31 *F Backup: Input = 8 kW, Output 27292 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018-Aug-22 12 55 42 Right -Suite® Universal 2018 18 0.27 RSU24018 Page 1 eSantaRosaGRS\Lot238ThombrookeSanlaRosaGRS rup Calc = MJ8 House faces S QDEL--AIR Right-J® Worksheet NEUM -=COO1 MM 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: Lot238ThombrookeSantaRo... Date: 5/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 270.6 ft 9 2 ft 2434 5 W family rm 32.0 ft 9.3 ft heat/cool 15.0 x 17.0 ft 255.0 ft' Ty Construction number U-value Btuh/Wt 'F) Or HTM Btu ft) Area (W) or perimeter (ft) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat Cad Gross N/P/S Heat Cod Gross I N/P/S Heat Cod 6 11 12C-0sw 2A-2ov 2B-2fv 13A-2ocs 2A-2omd 2A-2ov 0.091 0.340 0.340 0.143 0.580 0.340 n n n_ n n n 2.58 9.62 9.62 4.05 16.41 9.62 Z 34 12.44 12.44 2.80 16.85 12.44 270 30 40 280 64 58 200 0 0 158 0 0 515 289 385 638 1050 561 469 373 497 441 1078 725 0 0 0 140 64 0 0 0 0 0 0 0 307 1050 0 0 0 0 212 1078 0 j F -C 76 0 0 W 12C-0sw 2A-2ov 0.091 0.340 a a 2.58 9.62 2.34 35.73 419 45 374 0 962 433 875 1608 0 0 0 0 0 0 0 t-G Mj G_ 13A-2ocs 2A-2ov 12C-0sw 2A-2ov 0.143 0.340 0.091 0.340 a a s s 4.05 9.62 2.58 9.62 2.80 35.73 2.34 12.61 369 39 270 30 330 0 1334 374 618 289 189 922 1388 562 3780 130 0 159 0 159 0 642 0 443 0 240 26 0 0 0 0 0 0 0 W 13A-2ocs 0.143 s 4.05 2.80 47 47 0 0 0 0 13A-2ocs 11D0 2A-2ov 2A-2ov 0.143 0.390 0.091 0.340 0.340 sw sw w w w 4.05 11.04 2.58 9.62 9.62 2.80 11.99 2.34 35.73 3573 53 25 419 6 15 28 25 398 0 0 114 272 79 296 931 214 536 0 0 0 0 0 0 0 0 tl12C- 0sw 1024 58 144 0 0 0 0 0 0 0 0 0 0 0 0 1 U G 13A-2ocs 2A-2ov 0.143 0.340 w w 4.05 9.62 280 35.73 350 9 341 0 1379 88 953 325 0 0 0 0 0 0 0 0 P 12C-0sw 11DO 16CR-38ad' 0.091 0.390 0.026 n 2.58 11.04 0.74 144 11.99 1.15 231 23 1277 208 23 1277 536 250 300 272 1469 55 30 0 0 0 0 01 0 0 0 0 C 939 0 0 0 0 0 F 20P-19t 0.050 1.41 0 71 78 78 110 0 0 0 F 20P-19t 0.050 1.41 071 42 42 118 59 3291 0 255 0 0 F 22A-tpl 0.989 27.99 Fob 1158 32 896 0 0 6 c) AED excursion 0 111 Envelope loss/gain 15899 14906 2895 1623 12 a) Infiltration b) Room ventilation 4726 0 1497 0 570 0 181 0 13 Intemal gains Occupants Q 23(F Appliances/other 6 1380 2420 4 920 0 Subtotal (lines 6 to 13) 1 20625 20203 3466 2724 14 Less external load Less transfer Redistnbution Subtotal Duct loads 349 57% 0 0 0 20625 6940 0 0 0 20203 11445 29% 51 % 0 0 0 3466 1013 0 0 0 2724 1386 r Total room load Air required (cfm) 27566 1400 31648 1400 4479 227 4110 182 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgF tsolFt- 2018-Aug-22 12.55 42 i4C l. Right -Suite® Universal 2018 18 0.27 RSU24018 Page 1 eSanlaRosaGRS\Lot238ThombrookeSantaRosaGRS.rup Calc = MJ8 House faces S DEL -AIR Right-.1® Worksheet Mum -="°"°'"" 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: Lot238ThombrookeSantaRo... Date: 5/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr rrn 29 0 ft 9.3 ft heaUcool 150 x 14.0 ft 210 0 ft' mstr bth 11.5 It 9.3 ft heat/cod 1.0 x 91.0 It 91 0 ft' Ty Construction number U-value Btuh/ft' -F) Or HTM Btuh/ftj Area (ft or perimeter (ft) Load Btuh) Area (ft or penmeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 tl12C-0sw 2A-2ov 2B-2fv 0.091 0.340 0.340 n n n 2.58 9.62 962 2 34 12 44 12.44 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W13A-2ocs I--G Lam_ 2A-2omd 2A-2ov 0.143 0.580 0.340 n n n 4 05 1641 9.62 280 16 85 12 44 140 0 58 82 0 0 331 0 561 228 0 725 0 0 0 0 0 0 0 0 0 0 0 0 W L-G j r. 12C-0sw 2A-20v 13A-2ocs 2A-2ov 0.091 0.340 0.143 0.340 e e e a 2 58 9.-62 4 05 9.62 2.34 3573 2.80 3573 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 W 12C-0sw 2A-2ov 13A-2ocs 0.091 0.340 0.143 s s_ s 2.58 s_ 9.62 4 05 2.34 12.61 2.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VV L-D 13A-2ocs 11D0 0.143 0.390 sw sw 4.05 11.04 280 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j G L 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0.340 w w w 2.58 9 62 9.62 2 34 3573 3573 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 L-G 13A-2ocs 2A-2ov 0.143 0.340 w w 4.05 9 6_2 2 58 1104 280 3.5.73 1 44 11.99 131 0 131 0 529 0 365 0 107 0 107 0 434 0 300 0 0 0 PI D 12C-0sw 11DO 0.091 0.390 n 0 01 0 0 0 0 0 0 0 0 0 0 0 0 C 16CR-38ad 0 026 0 050 0.74 1 41 1 _1.5 0.71 0 0 0 0 0 0 0 0 0 F 20P-19t 0 0 0 0 0 0 0 F F 20P-191: 0.050 0.989 141 27 99 0 71 0.00 0 0 0 0 0 0 0 0 22A-t 210 29 812 0 91 12 322 0 6 c) AED excursion 90 14 Envelope loss/gain 2232 1228 756 286 12 a) Infiltration b) Room ventilation 517 0 164 0 205 0 65 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 600 0 0 0 Subtotal (lines 6 to 13) 2748 2221 961 351 14 151 Less external load Less transfer Redistribution Subtotal Duct loads 129% 51% 0 0 0 2748 804 0 0 0 2221 1130 29% 51% 0 0 0 961 281 0 0 0 351 178 Total mom load Air required (cfm) 3552 180 3352 148 1242 631 529 23 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Aug-22 12 55 42 Right-Suite® Universal 2018 18 0 27 RSU24018 page 2 eSanlaRosaGRS\Lot238ThombrookeSantaRosaGRS rup Calc = MJ8 House faces S DEL --AIR Right-J® Worksheet MUM- com=omm 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: Lot238ThombrookeSantaRo... Date: 5118/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area utility 6.0 ft 9.3 ft heat/cod 6.0 x 6.0 ft 36.0 ft' pwdr 10.5 ft 9.3 ft heat/cool 6.0 x 5.5 ft 33.0 ft' Ty Construction number U-value Bluh/ft?'F) Or HTM Btuh/ft Area (ft) or perimeter (ft) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat Cod I Gross N/P/S Heat Cod Gross N/P/S Heat cod 6 11 1 G 12C-0sw 2A-2ov 2B-2fv 13A-2ocs 2A-2omd 2A-2ov 0.091 0.340 0.340 0 143 0.580 0 340 n in n_ n n n 2.58 9.62 9.62 405 16.41 962 234 12.44 12.44 2.80 16.85 12.44 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 00 0 0 0 0 0 0 0 0 0 0 0 W 12C-0sw 2A-2ov 0.091 0.340 a a 2. H- 9.62 2.34 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VV I- 13A-2ocs 0.143 0_340 0.091 0.340 a e s s 4.05 9 62 2.58 962 2.80 35.73 2.34 12 61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j G 2A-2ov 12C-0sw 2A-2ov 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W D 13A-2ocs 13A-2ocs 11DO 12C-0sw 2A-2ov 2A-2ov 0 143 s 4.05 2.80 0 0 0 0 47 47 189 130 0.143 0390 0 091 0.340 0 340 sw sw 405 11.04 2.80 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 W I-; 13A-2ocs 2A-2ov 0.143 0 340 w w 4.05 9.62 2.80 35.73 56 0 56 0 227 0 157 0 51 9 42 0 171 88 118 325 PI 12C-0sw 11DO 0 091 0 390 n 258 11 04 1.44 11.991 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 C 16CR-38ad 0.026 0.74 1.15 0 0 0 0 0 0 0 0 F 20P-19t 0 050 141 0.71 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.4_1 27.99 0.71 0.00 0 0 0 0 0 0 0 0 F 22A-tpl 0 989 36 6 168 0 33 11 294 0 6 c) AED excursion 31 127 Envelope loss/gain 394 126 741 700 12 a) Infiltration b) Room ventilation 107 0 34 01 187 0 59 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 600 0 w 0 0 Subtotal (lines 6 to 13) 501 759 928 760 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 29% 51%1 0 0 0 501 147 0 0 0 759 386 29% 51 % 0 0 0 928 271 0 0 0 760 387 Total room load Air required (cfm) 648 33 1146 51 1200 61 1146 51 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed I-- 2018-Aug-22 12 55.42 Right-Suite® Universal 2018 18.0 27 RSU24018 Page 3 eSantaRosaGRS\Lot238ThombrookeSant aRosaGRS rup Calc = MJ8 House faces S DEL --AIR Right-J® Worksheet corms°°"'° 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: Lot238ThombrookeSantaRo... Date: 5/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstrwc 0 It 9.3 ft heat/cool 3.5 x 6.5 ft 22.8 ft' mstrwic 0 It 9.3 ft heat/cod 5.5 x 10.0 ft 55.0 ft' Ty Construction number U-value Btuh/ft;-F) Or HTM Btuh/ft2) Area (ft') or perimeter (ft) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross . N/P/S Heat Cod 6 1!N 12C-0sw 2A-2ov 2B-2fv 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 12.44 12.44 0 0 t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 j C O_ 13A-2ocs 2A-2omd 2A-2ov 0 143 0.580 0.340 n n n 4.05 16.41 9.62 2.80 16.85 12.44 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W jr-- ( 12C-0sw 2A-2ov 0.091 0.340 a e_ a a 2.58 9.62 2.34 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 0.143 0.340 4.05 9.62 2.80 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 M-Osw 2A-2ov 13A-20cs 0.091 0.340 0.143 s s s 2.58 9.62 4.05 2.34 12.61 2.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 0 0 0 0 0 0 0 W t-D 13A-2ocs 11D0 0.143 0.390 sw sw 4.05 11.04 2.80 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IW Imo; 12C-0sw 2A-20v 2A-2ov 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-2ov 0.143 0.340 w w 4.05 9.62 2.80 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P L-D 12C-0sw 11 DO 0.091 0.390 n 2.58 11.04 1.44 1 11.99 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 C 16CR-38ad 0.026 0.74 1.15 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 071 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 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 ventilation 0 10 0 01 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 10 0 0 10 Subtotal (lines 6 to 13) 0 10 0 10 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 129% 51%1 0 0 0 0 0 0 0 0 10 5 29% 51% 0 0 0 0 01 0 0 0 10 5 Total room load Air required (cfm) 0 0 14 1 0 0 14 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFitsoft' 2018-Aug-22 12 55 42 Right-Suite(g) Universal 2018 18 0 27 RSU24018 Page 4 eSantaRosaGRS\Lot238ThombrookeSantaRosaGRS rup Calc = MJ8 House faces S DEL --AIR Right-JO Worksheet iiimna m 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: Lot238ThombrookeSantaRo... Date: 5118/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area dining nn 10 0 ft 9.3 ft heat/cod 15.0 x 10.0 ft 150.0 ft' kitchen 18.6 ft 9.3 ft heat/cool 1.0 x 305.0 ft 305.0 ft' Ty Construction number U-value Btuh/ft;'F) Or HTM Btuh/fl2) Area (ft or perimeter (ft) Load Btuh) I Area (ftj or perimeter (ft) Load Btuh) Heat I Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 VV 12C-0sw 2A-2ov 2B-2fv 0 091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 12.44 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I- G 11 T13A-2ocs 2A-2omd 2A-2ov 0.143 0 580 0 340 n n n 4.05 16.41 9.62 2.80 16.85 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1(V G 12C-0sw 2A-2ov 0.091 0.340 a a 2.58 9.62 2.34 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VV G 13A-2ocs 2A-2ov 0 143 0.340 a e 4.05 962 2.80 35.73 93 39 54 0 220 374 152 1388 117 0 117 0 472 0 326 0 I G 12C-0sw 2A-2ov 0.091 0 340 s s_ 2,58 9.62 2.34 1261 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.143 s 4.05 2.80 0 0 0 0 0 0 0 0 VV D 13A-2ocs 11 DO 0.143 0.390 sw sw 4.05 11.04 2 80 11.99 0 0 0 0 0 0 0 0 53 25 28 25 114 272 79 296 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0.340 w w w 258 9.62 962 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 t1 V t.;_ P 13A-2ocs 2_A-2ov 12C-0sw 11DO 0.143 0.340 0.091 0.390 w w_ n 4.05 9 62 258 11.04 Z80 35.730 1.44 11.9911 0 0 0 0 0 0 0 5 0 5 0 19 0 13 0 0 0 0 0 0 0 0 01 231 23 208 23 536 250 300 272 C 16CR-38ad 0.026 0.74 1.15 0 0 0 0 0 0 00 F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 00 F 22A-tpl 0.989 27.99 0.00 150 10 280 0 305 19 520 0 6 c) AED excursion 127 101 Envelope loss/gain 874 1667 2183 1184 12 a) Infiltration b) Room ventilation 178 0 56 0 332 0 105 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 0 0 0 1200 Subtotal (lines 6 to 13) 1052 1954 2515 2489 14 15 Less external load Less transfer Redistnbution Subtotal Duct loads 29%1 51% 0 0 0 1052 308 0 0 0 1954 994 29% 51% 0 0 0 2515 736 0 0 0 2489 1 1267 Total mom load Air required (cfm) 1360 69 2948 130 3251 165 3756 166 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed wrlgF tsoT-[' 2018-Aug-22 12 55 42 Right -Suite® Universal 2018 18 0 27 RSU24018 Page 5 eSantaRosaGRS\Lot238ThombrookeSantaRosaGRS rup Calc = MJ8 House faces S 1 DEL -AIR Right-J® Worksheet rm'° 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: Lot238ThombrookeSantaRo... Date: 5118/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area open to below 32 0 ft 9.0 ft heat/cod 15.0 x 17.0 ft 255.0 ft' rm 2 26.0 ft 9.0 ft heat/cod 15.0 x 11.0 ft 1650 ft' Ty Construction number LI-value Btuh/ft"F) Or HTM Btu ft) Area (ft or perimeter (ft) Load Btuh) Area (ftj or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 W j 12C-0sw 2A-2ov 2B-2fv 13A-20cs 2A-2omd 2A-2ov 0.091 0.340 0.340 0.143 0 580 0.340 n n n n n n 2.58 9.62 962 2.34 12.44 12.44 135 0 40 95 0 0 245 0 385 223 0 497 135 30 0 105 0 0 270 289 0 246 373 0 4.05 16.41 9.62 2.80 16.85 12.44 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 12C-0sw 2A-2ov 0.091 0.340 a a 2.58 9.62 2.34 35.73 153 0 153 0 394 0 359 0 0 0 0 0 0 0 0 0 W G 13A-2ocs 2A-2ov 0.143 0.340 a a 4.05 9.62 2.80 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j G_ 12C-0sw 2A-2ov 0.091 0 340 s s 2.58 9.62 2.34 1261 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.143 s 4.05 2.80 0 0 0 00 0 0 0 T-_D_ 13A-2ocs 0.143 0._390 0.091 0.340 0.340 sw s_w_ w w w 4.05 1.1.0_4 2.58 9.62 9.62 2.80 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W El2A-2ov 11D_0 12C-0sw 2A-2ov 2.34 35.73 35.73 0 0 0 0 0 0 0 0 0 0 0 0 99 0 0 99 0 0 255 0 0 232 0 0 11 1 T-!G 13A-2ocs 2A-2ov 0.143 0.340 w w_ 4.05 9.62 2.80 35.73 0• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PI - 17 12C-0sw 11DO 0.091- 0.390 n 2.58 11.04 1." 11.99 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 C 16CR-38ad 0.026 0.74 1.15 255 255 188 293 165 165 121 190 F 20P-19t 0.050 141 0.71 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22AA:t I 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 60 46 Envelope loss/gain 1211 1312 935 995 12 a) Infiltration b) Room ventilation 550 0 174 0 447 0 142 0 13 Internal gains: Occupants @ 230 ' y Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1761 1486 1382 1136 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 40% 64% 0 0 0 1761 704 0 0 0 1486 950 40% 64 % 0 0 0 1382 553 0 0 0 1136 726 Total morn load Air required (cfm) 2466 125 2436 108 1935 98 1863 82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF tsof[ 2018-Aug-22 12 55 42 A .,.•.••••-_ .....,___....... Right-Suite(g)Universal 2018 18 0 27 RSU24018 Page 6 eSanlaRosaGRS\Lot238ThombrookeSantaRosaGRS rup Calc = MJ8 House faces S DEL --AIR Right-J® Worksheet NEXT=•"" COVANn0M 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: Lot238ThombrookeSantaRo... Date: 5/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bth 2 8.0 ft 9.0 ft heat/cod 6.0 x 8.0 ft 48.0 ft' bth 3 12.0 ft 9.0 ft heat/cool 6.0 x 12.0 ft 72 0 ft' Ty Construction number U-value Btuh/ft'-'F) Or HTM Btuh/ft Area (fly or perimeter (ft) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6% 1 1 12C-0sw 2A-2ov 2B-2fv 0.091 0.340 0.340 n n n 2.58 962 9.62 2.34 12.44 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 T 13A-2ocs 2A-2omd 2A-20v 0.143 0.580 0.340 n n n 405 16.41 962 2.80 16.85 12.44 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 I- G 12C-0sw 2A-2ov 0.091 0.340 a e_ a a 2.58 9.62 4.05 9.62 2.34 35.73 2.80 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A-2ov 0.143 0.340 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W 12C-0sw 2A-2ov 13A-2ocs 0.091 0.340 0.143 s s s 2.58 9.62 4.05 2.34 12.61 2.80 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 L-D 13A-2ocs 11DO 0.143 0.390 sw sw 4.05 11.04 2.80 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-0sw 2A-20v 2A-2ov 0 091 0.340 0.340 w w w 2.58 9.62 1 9.62 234 35.73 35 73 72 6 0 66 0 0 170 58 0 155 214 0 108 0 0 108 0 0 278 0 0 253 0 0 1N I-('_ 13A-2ocs 2A-2ov 0.143 0 340 w w 4.05 9.62 2.80 3573 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 12C-0sw 11DO 0.091 0.390 n 2.58 11.04 144 11.991 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 C F 16CR-38_a_d 20P-19t 0.026 0.74 1.41 1.15 48 48 35 0 5572 0 0 72 53 83 00.050 071 0 0 0 0 F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 0 0 0 0 F 22A-t I 0.989 27.99 0.00 0 0 0 0 6 c) AED excursion 82 16 Envelope loss/gain 263 506 331 320 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 (lines 6 to 13) 401 549 537 386 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 140% 64%1 0 0 0 401 160 0 0 0 549 351 40% 64 % 0 0 0 537 215 0 0 0 386 246 Total room load Air required (cfm) 561 28 901 40 752 38 632 28 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f* wrlghtsof[' 2018-Aug-22 12 55 42 Right-Suite® Universal 2018 18 0.27 RSU24018 Page 7 eSantaRosaGRS\Lo1238ThombrookeSantaRosaGRS rup Calc = MJ8 House faces S DEL --AIR Right-JO Worksheet MAT=- "`°"'°r"°'O' 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: Lot238ThombrookeSantaRo... Date: 5118/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area ml 4 33.0 ft 9 0 ft heat/cool 1.0 x 161.8 ft 161.8 ft' rm 3 wic 4.0 ft 90 ft heat/cool 40 x 5.0 ft 20.0 ft' Ty Construction number U-value Btuh/ft'--'F) Or HTM BtuWft') Area (ft') or penmeter (ft) Load Btuh) Area (ftj or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 11 1N 12C-0sw 2A-2ov 213-2fv 0 091 0.340 0.340 n n n 2.58 962 9.62 4 05 16.41 9.62 2.58 9.62 4.05 9._62 2.58 9.62 4.05 2.34 12.44 12.44 2.86 1685 12_44 234 35.73 2.80 35.73 2 - 12.61_ 280 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 T13A-2ocs am; 2A-2omd 2A-2ov 0.143 0 580 0.340 0.091 0 340 0.143 0.340 n n n a e_ a e_ 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IW G 12C-0sw 2A-2ov 13A-2ocs 2A-2ov 63 0 63 0 162 0 148 0 0 0 0 0 0 0 0 0 jt-G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 2A- 2ov 13A- 2ocs 0. 091 0. 340 0. 143 s s s 126 15 111 13 286 144 260 189 36 0 36 0 93 0 84 0 W 0 0 00 0 0 13A- 2ocs 11 DO 12C- 0sw 2A- 2ov 2A- 2ov 0. 143 0. 390 0. 091 0. 340 0. 340 sw sw w w w 4. 05 11. 04 258 962 962 280 11. 99 2. 34 35. 73 35. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 j I-- G lei 108 0 15 93 0 0 240 0 144 218 0 536 0 0 0 0 0 0 0 0 0 0 0 0 13A- 2ocs 2A- 2ov 0. 143 0. 340 w w 4. 05 962 2. 80 35. 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C- 0sw 11DO 0091 0390 n 258 11 04 1. 44 11. 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 r16CR_38ad + 20P- 19t 0. 026 0050 0 74 1 41 1. 15 0. 71 162 162 119 186 20 20 15 23 78 78 110 55 0 0 0 0 20P- 19t 29- tpl 0050 0. 989 141 2799 0. 71 0. 000 29 29 41 21 9 9 13 7 0 0 0 0 0 0 0 r 6 c) AED excursion 117 5 Envelope loss/gain 1246 1730 120 109 12 a) Infiltration b) Room ventilation 567 0 180 01 69 0 22 0 13 Internal gains Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 1813 1909 189 130 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 140% 64%1 0 0 0 1813 725 0 0 0 1909 1221 40% 64% 0 0 0 189 76 0 0 0 130 83 Total room load Air required (cfm) 2539 129 3130 138 265 13 214 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF tsolft^ 2018-Aug-22 12 55 42 4C. Right-Suite(E) Universal 2018 18 0 27 RSU24018 Page 8 eSantaRosaGRS1Lot238ThombrookeSantaRosaGRS rup Calc = MJ8 House faces S DEL -AIR Right-JO Worksheet WAY= -=CO"°"'°'°'" 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: Lot238ThombrookeSantaRo... Date: 5/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 3 24.0 ft 9.0 ft heat/cool 12.0 x 12.0 ft 144.0 ft2 loft 10.5 ft 90 ft heat/coal 150 x 105 ft 157 5 ft' Ty Construction number U-value Btuh/ftMF) Or HTM Btuh/ft2) Area (ft or perimeter (ft) Load Btuh) Area (ft) or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 12C-0sw 2A-2ov 2B-2fv 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 12.44 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 W f-G 13A-2ocs 2A-2omd 0.143 0 580 0.340 n n n 4.05 16.41 9.62 2.80 1685 12.44 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 2A-2ov 12C-0sw 2A-2ov 0.091 0.340 0143 0.340 a a a a 2.58 9.62 4.05 9.62 2.34 35.73 2.80 35.73 108 15 93 0 240 144 0 0 218 536 0 0 95 30. 65 0 166 289 0 0 151 1072 0 0 1/ G 13A-2ocs 2A-2ov 0 0 0 0 0 0 0 0 1{V G 12C-0sw 2A_-2ov 13A-2ocs 0.091 0.340 0.143 s s s 2.58 9.62 4.05 2.34 1261 2.80 108 93 13 240 144 D 218 189 0 0 0 0 0 0 0 0 0 W 15, 0 0 0 0 0 0 t-D 13A-2ocs 11 DO 0.143 0.390 sw sw 4.05 11.04 2.80 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0.340 w w w 2.58 962 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 V G P 13A-2ocs 2A-2ov 12C-0sw 11 DO 0.143 0.340 0.091 0.390 w w_ 4.05 9.62 2.80 35 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o n 2.58 11 04 1.44 11.99 0 0 0 01 0 0 0 0 0 01 0 0 0 01 0 0 C F 16CR-38ad 20P-19t 0.026 0.74 1.15 0.71 144 0 1441 106 166 158 158 0 116 0 181 00.050 1.41 0 0 0 0 F F 20P-191 22A-tpl 0.050 3 3 4 2 0 0 0 0 O.N6 1.41 27.99 0.7_1 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 57 96 Envelope loss/gain 878 1272 571 1500 12 a) Infiltration b) Room ventilation 412 0 131 0 180 0 57 0 13 Intemal gains - Occupants @ - 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1291 1402 751 1557 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 140% 64%1 0 0 0 1291 516 0 0 0 1402 897 40% 64°/n 0 0 0 751 300 0 0 0 1557 996 Total room load Air required (cfm) 1807 92 2299 102 1052 53 2553 113 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrlgF tsof[^ 2018-Aug-22 12 55 42 Right -Suite® Universal 2018 18.0 27 RSU24018 Page 9 eSanlaRosaGRS%Lot238ThombrookeSantaRosaGRS rup Calc = MJ8 House faces S PDEL--AIR Right-M Worksheet r"r"°-mcn'wrr° 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: Lot238ThombrookeSantaRo... Date: 6118/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area stairs 3.5 ft 9 0 ft heat/cod 1.0 x 253.5 ft 253 5 ft' Ty Construction number U-value Btuh/ft'-'F) Or HTM Btu ft') Area (ft) or perimeter (ft) Load Btuh) Area or perimeter Load Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 1/,V 12C-0sw 2A-2ov 2B-2fv 0.091 0.340 0.340 n n n 2.58 9.62 9.62 2.34 12.44 12.44 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-2ocs 2A-2omd 2A-2ov 0.143 0.580 0.340 n n n 4.05 16.41 9.62 280 1685 12.44 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 2A-2ov 0.091 0.340 a a 2.58 9.62 2.34 35.73 0 0 0 0 0 0 0 0 VV t-C 13A-2ocs 2A-2ov 0.143 0.340 a a 4.05 9.62 2.80 3573 0 0 0 0 0 0 0 0 j 12C-0sw 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 12.61 0 0 0 0 0 0 0 0 W 13A-2ocs 0.143 s 4.05 2.80 0 0 0 0 VV 0 13A-2ocs 11DO 0.143 0.390 sw sw 4.05 11.04 2.80 11.99 0 0 0 0 0 0 0 0 j F--G G 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0.340 w w w 2.58 9.62 9.62 2.34 35.73 35.73 32 0 0 32 0 0 81 0 0 74 0 0 NJ G PII L-D 13A-2ocs 2A-2ov 12C-0sw 11D0 0.143 0.340 0.091 0.390 w w 4.05 9.62 2.80 35.73 1.44 11.99 0 0 0 0 0 0 0 0 n 2.58 11.04 0 0 0 0 0 0 0 0 C 16CR-38ad 0.026 0.74 1.15 254 254 187 292 F 20P-19t 0.050 1.41 0.71 0 0 0 0 F 20P-19t 0.050 1.41 0.71 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 0 0 0 0 6 c) AED excursion 15 Envelope loss/gain 268 350 12 a) Infiltration b) Room ventilation 60 0 19 0 13 Internal gains Occupants @ - 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 328 369 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 40% 64% 0 0 0 328 131 0 0 0 369 236 Total room load Air required (cfm) 459 23 606 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Aug-22 12 55 42 Right-Suite® Universal 2018 18 0 27 RSU24018 Page 10 eSanlaRosaGRS\Lot238ThombrookeSanlaRosaGRS rup Calc = MJ8 House faces S DEL -AIR Duct System Summary HEAM9 - AM ICONOf EMIG 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: Lot238ThombrookeSant... Date: 5/18/18 By: JA Heating Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.156 in/100ft 0.156 in/100ft Actual air flow 1400 cfm 1400 cfm Total effective length (TEL) 154 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk blh 2 c 901 28 40 0.308 4.0 Ox 0 VIFx 8.0 70.0 - blh 3 h 752 38 28 0.293 4.0 Ox 0 VIFx 12.0 70.0 dining rm c 2948 69 130 0.170 6.0 Ox 0 VIFx 41.3 100.0 st3 family rm h 4479 227 182 0.156 8.0 Ox 0 VIFx 53.5 100.0 st3 kitchen c 3756 165 166 0.178 7.0 Ox 0 VIFx 34.6 100.0 st3 loft c 2553 53 113 0.239 6.0 Ox 0 VIFx 15.5 85.0 st2 mstr blh h 1242 63 23 0.197 5.0 Ox 0 VIFx 22.7 99.0 st4 mstr rm h 3552 180 148 0.185 8.0 Ox 0 VIFx 30.6 99.0 st4 mstr we c 14 0 1 0.193 4.0 Ox 0 VIFx 25.2 99.0 st4 mstr wic c 14 0 1 0.200 4.0 Ox 0 VIFx 21.1 99.0 st4 open to below -A h 2466 125 108 0.220 7.0 Ox 0 VIFx 24.1 85.0 st2 pwdr h 1200 61 51 0.172 5.0 Ox 0 VIFx 39.6 100.0 st3 rm 2 h 1935 98 82 0.282 7.0 Ox 0 VIFx 15.0 70.0 rm 3 c 2299 92 102 0.212 6.0 Ox 0 VIFx 28.0 85.0 st2 rm 3 wic h 265 13 9 0.216 4.0 Ox 0 VIFx 26.1 85.0 st2 rm 4 c 3130 129 138 0.264 7.0 Ox 0 VIFx 20.8 70.0 stairs c 606 23 27 0.309 6.0 Ox 0 VIFx 7.6 70.0 utility c 1146 33 51 0.189 4.0 Ox 0 VIFx 28.2 99.0 st4 wrightsoft- 2018-Aug-22 12 55 43 Right-Suite(E) Universal 2018 18 0 27 RSU24018 Page 1 CA ..eSantaRosaGRS\Lot238ThombrookeSantaRosaGRS.rup Calc = MJ8 House faces S Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st1 Peak AVF 276 224 0.185 507 10.0 0 x 0 VinlFlx st2 Peak AVF 284 332 0.212 608 10.0 0 x 0 VinlFlx st4 Peak AVF 276 224 0.185 507 10.0 0 x 0 VinlFlx st1 st3 Peak AVF 523 529 0.156 674 12.0 0 x 0 VinlFlx Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rbi Ox 0 1400 1400 0 0 0 0 Ox 0 VIFx wrightsoft2018-Aug-22 12 55 43 Right- Suite(g) Universal 2018 18.0 27 RSU24018 Page 2 ICCN . eSantaRosaGRS%Lot 238ThombrookeSantaRosaGRS rup Calc = MJB' House faces S 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot238ThornbrookeSantaRosaGRS Builder Name: TAYLOR MORRISON Street- 604 Red Rose Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Owner. Jurisdiction. 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed Walls The junction of the foundation and sill plate shall be sealed Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed Rim foists Rim foists shall include the air barrier. Rim foists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac 3s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall thermal envelope shall be air tight and IC rated Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs be insulated Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover olates and walls or ceilonas, a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400 11/2/2018 2 54 PM EnergyGauge® USA - FlaRes2017 FBC 6th 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: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field venficatfon (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 8/22/2018 12 59 54 PM 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 Lot238ThornbrookeSantaRosaGRS Builder Name: TAYLOR MORRISON Street 604 Red Rose Lane Permit Office - City, State, Zip Sanford , FL , 32771 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: Sinqle or Multi Point Test Data a HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 I Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa 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 thud party A written report of the results of the test shall be signed by the party conducting the test and provided to the code official Testing shall be performed at any time after creation of all penetrations of the building thermal envelope During testing 1 Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3 Interior doors, if installed at the time of the test, shall be open; 4 Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. 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: DATE: 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. BUILDING OFFICIAL: DATE: 11/2/2018 2 54 PM 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 FADDRESS: 604 Red Rose Lane Permit Number: Sanford , FL , 32771 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)(0, (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, back&aft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures 3 Interior doors, if installed at the time of the test, shall be open 4 Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5 Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace Where using tight -fitting doors' on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907 R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0 3 cfm per square fool (1 5 Us/m2), and swinging doors no more than 0 5 cfm per square foot (2 6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S 2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer Exception: Site -built windows, skylights and doors 11/2/2018 2 54 PM 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: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4 2 and Section R1006 of the Florida Building Code, Residential R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1 57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). Al least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403 3 3 R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test All registers shall be taped or otherwise sealed during the test. Postconstruction test Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1 Heat trace temperature maintenance systems shall be in accordance with Section R403.5 1 2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe Gravity and thermosiphon circulation systems shall be prohibited Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515 1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy 11/2/2018 2 54 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/ inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use The minimum temperature setting range shall be from 100'F to 140'F (38'C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category Solar water heaters shall meet the criteria of Section R403.5.6 2.1 R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6 1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403 6 1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302 1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed TABLE R403.6.1 _ WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2 8 cfm/wall Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1 4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI 1 cfm = 28 3 Umin a When tested in accordance with HVI Standard 916 11/2/2018 2 54 PM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1 15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1 15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403 7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403 7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10 1 through R403.10.5 R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this - section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3 Where pumps are powered exclusively from on -site renewable generation R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for healers 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. 11/2/2018 2 54 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoryne 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 11/2/2018 2-54 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 4Y1NE j WT 42X42 A/C SLAB` +` BY BLDR MIN i { O I ' a` i g 3511. W/5NW 0240V )PH --------------------,, 8.13plm by r! \ i1 CO z 2' FROM WALL' LANAI I „ 5' cobldr l/6•-1.0, i N co I y\n. •-1, i .: 1',`:r .) CAR• ,y 4.,..-•,cr _ e`' n . xB; . 05 I a S SL >L 2• ! I3EAt00M2 IT 1 a t'M'NER5 SLATE r" ° ( iATVWJG ROOM r 16.12 :.. .>. .. 14.3 lrcd 12.12 no , c12.6 Irt d 140 miu e• rahEY775a4 " I; l 12v12 roq 0• / i _ 10 ` 1c A- 12.1 W wzY 13 12.6 3" both duct — — — 0d p z ie4 W 71 e— to wall cap " ;jj - '_ _ , w/fan _ _ n`'r s;lwpa . 0 t.F,d U141NG IrcWM 'O 3 bath duct- I — i M Lrz 7• n o 00 7 nslA, i_;t t0 fOOf CO p z42.0 roq 1 0 6, O :vI Of F- N pJ ti Iz f r . (')i l n4 x+ w/fan Nutone 696RNB 0.6 +rad o N N CO N N In IAUtS ei / ductb.. to rur ep _ w/drys cv.nl •-.. ,. ,` i]' ,- •- . I •/' .' 1., m 6• fj) 30 .. r 0.6 1. 05/,.11 cd 0 Ir+ 3012.124/ 7• 2v61'.cE Jii.{i 6 1— oofrollnt n 10 lrc4rapAq•BfDDOM3 1,MM r FOY R '-' ' 4 l I k 72.6\ q, ~ V\__ 4•.12" ' IJ '` 44C3^' 12 IpbM 1P LLJCn Q r Ii . Yramiv eucl./grxl.. dx.a In ' : CAP, GWGE '• I<" - x v, cCOmphoncerIthFloridaR•.idenllul 1 m I. Buxdmq Cod. — M1602 4 B.Wnc.d i R.lurn Air, ..c.ptlon. 1-3 Builds Ida 1 inch Q' Q N z O Of must pro unr.,trict•d TOP undercut on doors to habitoble room. +, z O Q Q OJ-' atingl Z ti J o COOao a Ir Must hove o minimum clearance of 4 inches around the av handler per the State Energy code All duct has' an r-6 insulation value m CL J 0 0 0 HOOl31SZ r— r s _ i NNIS 3Jt/HVE)- H3N3130S M31tfM- S,1dO M = j_ _ i ;• -_ 8L101 -_ VSOH b1NVS :3dA13snOH -` 3'S 3N0089NHOH1 S3WOH NOSMIJOW HOUVI - 3INIS _ mvig b3N31jOS WPA j = t C - NOJx• 15T 3H7.0.19NIiVN4W 31. - _ ? _ - cn Co z O 1 TAYLOR MORRISON HOMES THORNBROOKE S.F. t HOUSE TYPE SANTA ROSA LOT 78 W OPTS: WATER SOFTENER GARAGE SINK 2ND FLOOR BATH 2 rkLj BATH 3 3' WASTE STACK FROM 21D FLOOR • _ 1ERMl?(ATWGTOTHE3STFL0o RECORD COPY DESCRIPTION AS FURNISHED: Lot 2,38, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO LOT 237 O CO O o 00 5.00, CURVE DATA C1=D=02'35'29" R= 60.00' L=2.71 ' C= 2. 74 ' CB=N 71.27'44" E C2=D=32'06' 31 " R= 60.00' L= 33.62' C=33. 19' CB=S 86.13' 15" W Taylor Morrison of Florida, In I IOWA AVENUE (R/W VARIES 0 0 Q PROPOSED FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS r-- PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 22.00' B.B.) N 89058' 00" E 40.00' RED ROSE LANE R/W VARIES) D T37oq Ue-4 jj, emu..... _ u.-„ _.,,- .a.-.ru..w' ,y ,_ , , Ok to construct single family home with setbacks and impervious area shown on plan. San q Rosti - RS"• 9% IsR 1 LOT 239 V O y O Lo ., O O S 14035' 11"I. W 17.08' (CALC.) 13.58, (P) LVI 4,JZD LIVING 1,157 GARAGE 451 ENTRY 74 LANAI 128 BREEZEWAY = N/A DRIVEWAY 410 A/C PAD 9 WALKWAY 75 IMPERVIOUS — 50.9 2,304 SOD 2 222 OrrL A EA AL SO. Fr. SO. FT SO 1`7 SQ. Fr SO. FT. So F7 SQ. FT SQ. F7. R SO.FT R/W 274 SQ.FT. APRON 55 SO. Fr. BUILDING SETBACKS: PLOT PLAN ONLY* SIDEWALK 99 SQ. F r FRONT - 25' NOT A SURVEY) Soo 120 So.FT IVIAL A A= REAR = 15' PROPOSED INFORMATION SHOWN AR A 4,800 SQ.FT SIDE = 5.0' BASED ON SUPPLIED PLAN > DRIVEWAY 465 SQ FT. SIDE CORNER — 10' AND/OR INSTRUCTIONS PER.. SIDEWALK 174 SQ.FT. PROPOSED GRADE PER CONSTRUCTION PLAN 1 CLIENT NOT FIELD VERIFIED SOD -2,342 SQ.FT CRUSEENME'YEER—SCOTT & ASSOC., INC. — LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT PDA- POINT ON LINE NOTES: FIP. FIELD IRONPIP[ TYP, P.R.C.• TYPICAL POINTOFREVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIN BOARD Of IR IRDN ROD PI= POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND UIPPERS IN CHAPTER 5J-17 FLORIN ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C. M. CONCRETE MONUMENT RAD, RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEA. THIS SURVEY MAP OR COPIES ARE NOT VAUD. SET I.R. I/L' III. •/BLB 4596 NR. NON -RADIAL 5. THIS SURVEY WAS PREPARED FR04 YTIX :NFORMATTON FURNISHED TO THE SURVEYOR. MERE MAY BE OTHER RESTRICTIONS REC. RECOVERED POINT OF BEGINNING W.P. CALC. VITHESS POINT CALCULATED CALCULATEDO.B. OR EASEMENTS TINT AFFECT THIS PROPERTY. 4, NO UNDERGROUND IMPROVEMe YS I HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. PA- C, POINT OF COMMENCEMENT P.R.M.• FF. PERMANENT REFERENCE MONUMENT FINISHED FLOOR ELEVATION 5. MIS SURVEY IS PREPARED FOR THE .IDLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE, RELIED UPON BY ANY OTHER ENTRY, fNLDCENTERLINENAIL L DISK BSL BUILDING SETBACK LINE B. DIMENSIONS SWjWN FOR THE LOC4TON OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. R/ V RIGHT-OF-VAY BR, BENCHMARK 7. BEARINGS, 'ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BISE BEARING (B.B.) ESMT. EASEMENT BA BASE BEARING P SHOWN ARE BASED ON'HATIOHA GEODETIC DANM OF 1129, UNLESS OTHERWISE NOTED. DRAIN: UTIL. DRAINAGE UTILITYB, ELEVATION,' P. CERTIFICATE OF AUTHORI7ATION,N0. 4596. CLFC. CHAIN LINK FENCE Vp. FC. C/ R VOOD FENCE CONCRETE BLOCK M , SCALE 20'- DRAWN BY: ••• . • PC' P.T. POINT OF CURVATURE POINT OF TANGENCY CERTIFIED BY: DATE ORDER No. DESC. DESCRIPTION R RADIUS PLOT PLAN 08-21-18 5619-18 L DA0.0 LENGTH DELTA r C , CHORD C. I. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES.NOT UE WITHIN V THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM• T f. GRUSENM R, R.L.S. / 4714 ZONE ) C MAP / 12117C 0055 F. JAMES W. SCOTT, R.LS 1 4801 e STATE CERT .LIC EC13003715 ELECTRICALINC. HOLNECStJohnsPkwy 2015 FBC 107 SANFORD, FL STRADA877-906-1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL. SANTA ROSA BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS TON QTY KW LARGEST LOAD HEAT PUMPS W/SUPPLEMENTAL HEAT 1 94181 2 4032 10000 6500 0 Includes Heat Pump and Heal Strips on together @100% 25 5040 10000 6500 0 3 5280 10000 6500 0 Square feet Irving areal 21381 3 volUam s 6414 3.5 6168 8000 5200 0 Small Appliance Circuits 3 4500 4 6888 8000 5200 0 Laundry Circuit 1 1500 5 8160 10000 6500 0 Dishwasher 1 1500 Water Heater 1 4500 10 KW SETUP 0 Range 1 8000 3563333 1 AC EP1 355 12 2.958333 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool + 0 mist mist TOTAL OTHER LOAD 33014 FIRST 10KVA@100% 10,000 REMAINDER @ 40% 9206 LARGESTLOAD 9418 TOTAL LOAD 28 624 V.A / 240VOLTS= 119 SIZE RECOMMENDED 150 MINIMUM PER 150 SERVICE SIZE: I I NEC TON QTY 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 POOL PREWIRES QTY AMPS 301 2401 10060 ' 240 100 240 0 Note This Load Calc is base on the information provided by the builder The recommended service size will be installed leaving sufficient usage for future homeowner 1 t N Z G I 0 D T1 1 v I p G N RECORD COPY City of Sanford Building and Fire Prevention Product Approval Spe ation Form Permit # # 1 8 - 3 Project Location Address 7 0 9 09 'QO fENZ Santa Rosa, Lot 238 604 Red Rose Ln. 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 following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.9 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 Siding Soffits Alpha Aluminum, Inc. Soff its FI-16544- Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FI-5444.1 Underla ments Rhino Underlayment FI-21842.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Waterproof in 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 F f L ] - y L • !. 1 • 1 S V M r t ' `` a•` - ti , ram_ /• .l `l s " IT 1-6. A. n:n Ail AU r< I I OI I 150r0101 Ln1 LA AI E0110101LNM:I Frw - W-o• O!a•AFf OI S \ )nlr a[I PLT T IrnrSl- ErrJl i G r I 4 R/N 0.'£U06D 1 .. ii iii Eta rt,n aav sa,s-D Itrr rcr saw r u TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS K, 31S3' ti WINDOWCALL- OurS eP' L^ P !;+ V1 32 54 77 sl 37 N'1 w U 54. V2 33 5H 2354 D :'H 3T V} N 5a V! 34 514 7S S'a 31S:a W z1551 V2 35 5a 75 5N 35 5a Z 63' z 16 SH t? 36 54 16 5H 36 5,7 17' 3OCVER, FY re50.er OFEX 5 FOR ALL tADO.5. N V,= 5--a5 W NSTALLAT,ON MAY VARY PER 8 rALFxwspEcncATo6 Z 1 RE cR 10 FLOOR PLANS FOR 5ME OF OOX USED (MLE FU1-Sa, C45E7•EF.T- CT, OR FIXED G-ASS• FO) YA'N FLOOR 5TRJGTURA9- LEG ND j iC01' JV.•LFDVL'kCfGr 1{{ ' - aEa< x1lrDracarrLnmFL1ED<+u LL UJJ 5SlR lo - 1' SD.'S000 rtL'J JLS DAe cw M4 E GQG' E tXL vQVvsD:f IIFL smv XiD r FRS _e D eoeotrt en-E1 Oj _LATF.SCK4 run Dr1(t'r [0 OiLLMFD TM<JCDVVSe,R , O-rKYtCE 111 AT STDSVNI`Fi01e 1 rorEc•co aT WE . O - AT COIEC:s, PIDS VNSCFiD N1i. rDti+ eoo D erxrrOA:,-r IO 267P rTYlUN'7 y FiON PATE. 70 TO DOLEE 1Xd 5W5a r FYN DOIJIY 1VR? Oi LSU3 STW CE AM SIDS M 11% 1161 r£ TED'O TIE wal E;Ii UN 0I91' 45 ar5 Q -cD/yEf cAT Sr,D;uN5rEy1..7rr/ artaoo <61Y Oj - EL'YJEI4171511p5YNilPa'1. Prz. COlEL1Wai EYE C D o$ G r. 1 W wn L r 3.E!$ ca i=! T ziF9 ys 0-1 -ID 75-ORf t t A i t t t ADZ V;Ki A 54l'L COV0 YM rd0 t OWNER'S SUITE " AT w rE cAM PMFW - r w naa nau STRUCTURAL NOTES tJ-10'.12 -10• y t t t i t t i r-: FL.T CLc GATHER] NG ROOM K0fL( rourzsmflE RD GCU fOJRi V R, s A! lMS r0 DE rb..S'J ry rN i r - li-6•.16- 0' : nFAJ1 Al l<LD lOU' DE@LIEU' EC 70 Di A175t}u2 Lv0 II 2-STORY VDLUYE 41 omxmPUS10DECo63VEDYARER`55110 a GG 5(6T FTfCIRCx A5RD 11y , Fy e05 L•D '• ( y . A 54 RCW wA2AO LEA ` i . IEG(ISFCRRATI it 'bran DDEE. SION S g :• CELW E - , r i ISD rTATr mL¢ r cLsr rL .2. TO. rOWNEK a wr.• aUOA rwr r BATH KAMM T • O DLL O DINING •• - va, ex Exewrww.I<C. r- i rDrrAea as I BEIMtCL 1i _r•„ o_ . I rolE'<Ev v'-: rtAr ac yk-rd n ' fA a.a W6ULL r, p rO DDER - 3(r t Iwl 4 lC5 I A .2 i • ` • E •u111 1 T" r YR 4 S" ll D1lk 4 ` DWIN tR5E15 AT PIRFR %' ItuJ, Sp y r4.lET5 pLi 3W 1 e0L r -rsK lP - - 1 ro" 7 UV TE ADS EVIL r•13 DETAt, rFm - 1 w - FK - L LQ! RJLF'eRJ %•R _----- «+sero• n,xTu•, m.r 5-- r y Dame as r PAT& 7ac. r< ti „ q .. t wr t o + Cs r r• Yilr r a4 O I rL1 kbJ 90 O 1 • 1 ! • - ` _ J \ ASOf rm r aGIeL. ra a: i0r i OMEN ' O t rL r-FLAT CLG O • ,•. / t• , 3 g • y l H IF i r to r r / i Yc I /•• T1yyoR• BATHD FOyER 9s . >' `\ I 0 • _ p d • I Lows x '" , ,,,• Jn osa moo { • . 7 a I lEM` 7, //yW/•• L IrLVw FROE O • a 6 IOIE, L O iY lOI PO /1 N.Er6 1 CYlID tits n5llfE 504C PORCH S' De ( I LH IT R' NAOJ H<R,D ur!1 " I A ce vH WI SIT]LS Yu I S'-•' Pll HT M:.Al IU AX4WdFN Al sna ROD I—ny<,<i J r - _- - T YTra S6TE•F.R r O FOEt AT/ - - - IS<'. - - J for k' o CR< vFILAO - Lc---J ASL IiC:M OFli./ E0IFLm!0, o Anc4251 ATTIC ACCESSMTonnFat4irDETAILswslrERr-r 61"", wL.= 2 CARGARAGE5C&E.r•-NYw w- '• 2D'-D•.LI.T 0400<1LL awrLEDwRFosawsul---------- g CALL TOP Sc4.E Vr • ra• I I R rLR TOSTI7D J 51 • FL47 Dro6o• • L t I 3 ort a •FEwrEx R - Value Chart 2138r. s f I A•a,te Oa GLGXE OOOIt rysD,a CATO. bra F Ik IUCOSR.[ttM R.vXLEM Y T ' _ lOn• lO iF•F 4'LSR0 • . r A•r rA.n fxf la_' 47 LC( 4L 7GLATD7 .b u4W rto0v PL VMFES r V A 50CLrQ;FS NSCW7 WL' 5 Ra - - 5 GLCYL FIU`F C1Ll>t RI - i 1 t MAIN FLOOR PLAN NOTES SGIE Fi. rO 2A1 GARAGE RIGHT S r 4 w r r xr5 r e t T i . r s r r 1 - • • , . 1 rA 4- • A I xw $1 - W AT i-A' I 1:41 AALL LO At 14• T _ w 171-11 • EGC-5C Ars/ mu r -Vit ry YETI A r49II Rrwm ,J!f To FAIM A•NwNC18 . 4 4 ! A S1- 1C raw ov.5,ASE 4rN BEDR00 2° TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS ; 20 1 24' 36' WINDOW CALL WS U FG 1013 FG. 3016 F6 408 FG7 w H9' a WO Fr, 2020 FL 3070 FG 4020 Fb74• C) Z 36. Fz A W 7030 SN 3030 S:1 C30 SW ZW 54 WAS 54 3010 54 L040 5148• p 3 W Z 3 M SN F050 SN 3M 5.4 4050 51 IUD 54 2060 54 3Eb0 54 AM S412. GC VMFY rA50LQY OFEkta FOR ALL EFAD016, Nw OZ vWfJCLI51If64V* PSiAL41GN KAY AR1' PER r1AKFACIM SPECKAIM •- R_I{R TO FLOOR PLALS "- STYLE OF I10( M USED (SWAE KW—W, CAK-I-M- C5'4, OR FILED G_155. FG) o$ r 0 fGL. sD c8 s T c,o ALr.,wLI IJs III fmo 0-11-IB STRUCTURAL NOTES Lt LKS r0 BE Po-25/ PY M 4l1OW totl ffttll. IfA'E:S 1O Ef 111G STP iAJAO r 1 u'rER'vE;rusrvrEcosaEcsctxr€ss G conwtOs w A `FEIIt ROOD AAV.O MEA s r DEOOAi eeA 1G WLEG I1-IO'. i0irs- 1 9-r Lar ac a e F ' R•• t r i r L I irr r tiEEACeYT[Y444'O IEYeE 04)XA %ALL CORT UTN 0W 1 i 1 A r • EE3 rAL,t-AN MT&cm s It i t f' • 1 4Jr1 LtA EEIn FIL4R 1j ILCOLSRiDI tw C EA tIFJDCLF,NA•[4 ArsT@t r• re s lk6T"46£ IsSL O Fus aE Ir- r F`m.- srCLL Ar1'" D 36 4 k 6A1H21C_ I m I KlE_ 1 OFLD I+ E W s,.0, L J y rL t S DAMS DEWS t DE.iIGN OROVr Lb Rw1F STRIS's FAR aaa«,LRcwn. FNi! I }r aTPI D - L DOCK Iw Is t O CI 2r a _ rw— - CCCR n I I :: SFJ6 1 L _ ..•,,,. r ---, 6T.7wA .a• I I h II/Aos 4D r +''", LOFT 4 rA L f Yxxr;s . J "j' WltG0'.1J-6' M- - . n0,`1' i F•U' AN AIDLtlJI r - _ - r¢r : } • + vOUR EIIGINHI ncl, nct'-1• R•T CLC' DTIEA05A[Cp EACW J 1 OOrII UYI t I• ~ - ^ .• L ° M"'Y ' NflrVAL ---J _ MR -STAIR PROTECTICN sjC 4[ SeO 4r NW!" STAIR SECTION lam• _ _' eacrDArfiss-EVArfIwE.DARSYLaIw.E mI _ w.ri WLS JOEtaraR SIFACE AO Nr ml PR1rFGD i . L _LT• ••••••,_'•"w• a 'If 812.FD ACE AT W,O .9 mPDt f' ^n:.'..`•...'o.', ::. i rA[R-LIN EJOOI N.I R>m1 R01CGI "•='.•"^^^•• •. 1I _ L • ` t,,.'r` .....•:: _:.:;. r - T -• I—AV3 q - 4 y k .. srA,roroAnA,InuAE a,LT u r. r CL(. I - T +.•ate -+.a. ' i t • • X;i A r V/ STAR WITS r - - '•"' r II 4 a" ° • rr BkUSTEF6SLN1EEYACED50WA _ A 4'SEICE UNDl P455 nt30lll Y iL CPI ` • L • 1 + BEDROOM 3 ° + ' n vs° s DD W E AYBA.S nL 1'4 n'-J'•11'-2' r r MDFAL/ACRE! A AyS 64AL EE - •'-O' rLAT QC OXH44"of TILL LDG11, OF •+L. 4 . i. nfMvtlrrmarosapfrnr 2 Rs sr 4SD.EPONTTIET0• RSER ff DETtE ' CLA ] "-s 10 A 4(I DALTLT A7aE ILE • - ' j& LQE61 PER ,mmv 6D5 WALL i 4 •• lCW OE ft-PJND OR bVil 7ENWIE A Its rT _ LjtdEllroEoaLsxrra]eF.ALa ; $ ATTIC AOCESS ' Z YEASPtea IT)AALLAA - } BEDROOM n = 5L50x - ' DETAIL O - tG, ffnE7l,f A%R.L AND , I1-0 I I' T C W 11 T-1' I • + /v /• kkm%i c'-D' nAr ac I ; scA'A ]r•r IL CCTELOs GRAWAM IWOWL '" ti • F PLAv oIXi RGI IEET ttn Of Ot-.mw CRTM i I O w/ r i It s • t t R tt • i I • 4 4 r ALL OY.LORa!!401U'ORILS TO ` 10 1 _ • I z ° our .. - CO nT It. ISC *V AD TABLEf FfL 56 i r. A - I L aas PET., t=- SINE?TAMapLL L M t t s t R s I f I ` z _ .- T r - - - cal- OJ r r, t .. tA - 1 I _• ----------- I _; I 4 M L 2138 CYO , 5 i• ' 1 ' ., r wara ays aan H rrs • . r - UPPER FLOOR PLAN NOTES w. 3 GARAGE RIGH•trTt • • • • i I' t R STAIR NOTES 1@ SIM DMR VTAI&k J SIAR [ETA• 5 A0 NDn1 Y4CrU141TOi LA'OK6A•OSIARC06llWL Afnf fOlC•MS,_kl A9 fAlO, 4A STdA'EI6 TOR7-m9sm • 4+ ALL SlWA* TO ATTA01 AI LkVW4AQ d-U ROOK LE1fl3 YIM StPAi lY K9CCZ f1ANEl5 RAldl PAt,4LB lOAlO lPIC'ACFD ST A LALL S I L K AITAC4UN r ATMkV9TC4W- VN A'0A!5'IA•COS A7r OG SAf([iEj A.OG 1NE IDGM LF nE &rFJr"(AE n AT M6.COtA - A' L=WIlN1410Dl3WILLUATEAVDrk YOC rAYJ -' r Steals APE SAGS. D N TJA 4T, LSU "W% 4q NF CO,® AT PE m ALL 5TFWM SM6M -gr. A Mr SAA:E SWL MIr"TE A` A L/ W rO E<A AT COCA ALI'LI =70 RMr ". - uCJGvvA' DI4LrIASOGAtrOL - ArICCD AnKA10/Il1K'NAIS AIr OL lO1R•.G/AlISV GQ KOD(X R1GI' RAD, SYN'lt7OiOMNL.Y•371ffaAls EA L/OKA SruuF l eF ntir oADsrOSi310EE7d 7 S11! 74. Al L' DL - F LA'OEG KIM, S lIRKAt srr17RI N A ELtt asFGIWToN EFt Sil' L BE (IT M 7 STP YIN 2-h4 9PPM ITLDs AT EA04 DO F LAD W' 5 SP"M LT A*E! 1" PA:IiM A D6 DO "1ST trA W/LR•s Y 1' RS END%AU AtEA,'1 LA4XAGA7Ar A0 a)C3I 3 Ve YE NAL5 P%r[Kr Xm lf) E IOPPLAT- - 1/ d • 3l7 MAIs AT EAD, PISAM S40 4T IGOD AaKa'all ' Or rA% W w '+!'44D5 A11' OLS:Ylf'm IT Rl50.FiA0AlL'rZ/i. Arrl 4,515 TO LCKEIS O'3 W W a@ SrF50. LLSIA N_NXM OR Edll I]ESPErsrsraleTE:,AsaEverlA,17YErs SSS7IfT06ffEOJloerf De CSbC" AE AC ZnAAE . t R '• - i F f f • • • t 30'-0' 11'-8' '-8" 15'-8' REFER TO Eta. PACK FOR CONNECTION. CJS 1 CJ3 1 Li I TYPICAL 7' SETBACK CORNERSET I ARFIJNr AND SPAC:NC-r:•• 1 0 r 0 I 0 0 n m M E OT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE RTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 Tct. l Trti . (3r— -.41—. 15 THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN -THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRANANGS AND RECORD COW I N G L E ROOF 6 2X4 HEELS-3/1 - 0 PLUMB 12 3/4" SUBFLOOR TRUSS HELD 4' FOR PLYWOOD. m I I WALL HT. BASED ON 9'-4' A.F.F. 1 1 8- 3709 SANFORD A, F'AR REFER TO PACK FOR CONNECTION. h CJ3 Z• 1 it) Y-0• TYPICAL 5' SETBACK CORNERSET LABELING AND SPACING i M1111110=4 1:411dA= HTU 26 (SIMPSON) JL = THA 422 (SIMPSON) HUS46 (SIMPSON) J L= HUS26-2( SIMPSON) J L= HGUS26-2( SIMPSON) IIdM xnr Y.M ATTENTION! - " y i }.. Y Inns wat Ye srt Ws w_y r ave lTruss N nrple, yar t: i.y rot titds 6dst cone oylr4tQ sets vlas ris wV. General Notes I)NIpMd. Nrraerb .d6I vd- Yw IY ti drd p61y P6Aw v— b Y wield nY Nee ip. 2) N . . b YYdsnmuss .rm w vi. wbL 3) Al 1m W" i1 24' 0.C. w— Mr:N Ybt 4) ti Ur FW. YBYb ets-el 1a.—idi 1 p•••4 x b. d.A Y O.W d es 11 W d. 1 15' DG a e. *.% b Y WId diT Yh ROOF LOADING SCHEDULE TCLL TCDL = 17 PSF BCLL = PSF BCDL 10 PSF TOTAL = 47 PSF DURATION = 1.25 % NAND SPD/TYPE- 150 ENCLOSED BLDG EXPOSURE - C USAGE - RESIDENTIAL CAT II NAND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9. 2 PSF DESIGN CRITERIA FBC 2017 TPI 2014 T--bc de, a mmw w d tde. T« A 7- 10.d m.m ome Gom bout oR onan .,a d,dd p a r me ms_ g n — The% comes ba been - d b w ddmwul 100 Palo anew bottom dnd L.e o ay FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL - 10 PSF BCDL = 5 PSF TOTAL - 55 PSF ALL REACTIONS OVER 5000/ AND TTPLIFRS OVER 1000/ ARE SHOWN ON ENGINEERING. WALL KEY 09.-4- 20'-3/ 4 DESCMPMN NT. DATE N O®i al LCND/ DESCRIPTION MT. DATE CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE E G N. W. WINTER HAVEN FL13RIDA 33980 PHONE3(SOD) 959-8906 FAX- (963) 294-2498 BUILDER TAYL OR MORRI. SON PROJECT TBORNBROOK MODEL 213E CCA PROJ/ MODEL/ALT 9AE/9A7/213MA.B/ 213TA.B/213SE 2 ALT DESOE'XE' COVERED LANAI OTC : LOT : 235 BLOCK: DESIGNER PAGE JRH I 1 DATE 10/4 /16t33009OR 1' 1 4 r" U/IW/K OMAN DC"*An i j i T Builder: TAYLOR MORRISON HOMES Project: 9A6/9A7 THORNBROOK Model/Building: 213MA/213MB/213TA/213TB/213SE Lot Alt: 02/ Lot: 2 3 8 Block: Address: JobNumber: 'N330090 J'evision Date: ENGINEERING PACKAGE Unit: New Load #: R/01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses 1s not a requirement of ANSI-TP1 1.2002 but 1t is a strongly recommended guideline by Carpenter Contractors of Areerica. It serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are uniform along the ceiling line. This, in turn helps minimize wavy ceilings' after the installation of drywall. 2) Bridging helps 'planing -out' the transitional or relative deflection of adjacent trusses due to an offset In spans. In either case, strongback bridging should not be attached to adjacent trusses that need to be jacked Into place more then W inch. Strongback bridging In roof trusses does not serve as temporary or permanent bracing and is not intended to help distribute or share design loads between trusses. Consequently, no design loads have been accounted for with this detail 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 ENDS OR RESTRAINED 6Y OTHER MEANS. STRONGBACKS SHALL BE A MININMUM OF 2X6, AND SHALL BE ATTACHED WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 X 3' GUN NAILS TO A 2X4 VERTICAL WED MEMBER The graphic shown on this detail 15 for generic 111uaLratiYe purposes 2X6 STRONGBACK only. The exact location of strongback bridging wilt be specified by Carpenter Contractors of Anerlca. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSI/TPI 1-2002 for strongback bridging. n vvi vl_insl. fir. i ..ry N.T.S -Not To Scale) 66e6og0acip9ettiasDet561a8--5168OREPi1 E IR) Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT-1.00 l 25 10 0 7 . 3 1 . I I 6'rY:1 FL 1 E uacnn•• nmwiuirx:w1O1IGrm'i.i:::::ipxo. rxvn uiicr"""[xAnru.iC1e1' 1rt ..rat a ALti:.ul,o %. m.., . :r tr '[ t c c a'[.eu u.. n[ r.: TC LL PSF REF R081- 48357 DATE 01/28/09 iinn.`uEt'wiT'.ii iiw[.'ii [inn r ..r[,. ul , [ rrrm..l r m.. GT1. T.r O.I. 1.11L xA.F r rA.r t.LY Arn rxl nruC1YA.L r;[U M.[rra [..A. .w LL ` L 0 TC DL PSF Il1. 1— AR 00 ItM '[ELM. gE. BC OL PSF t lNreRTANT• . e..r .r ....a .. I. Tx[ I..rulln.x ur„n`rii rn e.x ` PIT we ... [ nun.. M.. rxi'.c[tln ..r MtA.c n ull. x[ uu tr `r'r.M..c[ +ern r 9 DRW HCUSR081 09209398 HC- ENG DR/DR ALPiNEEt"`. L..tan... xuwUM, IxIMIN.. ..T.1 ..Mrt C N iuuu. o nx c.xr.w xn. untuuc novnu...r uc p,r n..[ a.. runa .0 n..t .r e.runn. n.xXu,., Aar. ,us a,a .qu tv, x(..m Mu. mu .nu an., . a ma ru NO. 12 RATE OF BC LL PSF TOT. LD . PSF AR36 nnrauldNg C mponxr o w/1no. PLATES r. ua Ma .r rl.0 An. unm .r u.ut uc1*u a r.0 ... uaa 111:` ro nu.ru a n, sx,u a ru Al.0 ,I rnl-uo ac. >. A uAA . ,n. ii;ri.iiiiuru I'll a ..run.nu M.uteAix. u.r..u.lurr I.L[ r r xt TAmI r.o.I" 1. tiun1, ti ,,. Owl •.,[Oq Or• OUR . FAC . FROM H. inu Q%y - 339N FL COA 0027e stitni iiiicec iusut11uurr uu .r T.0 c..w.EST .1 AS u`ra a u1 1 .1 x1 1Tr' 1a[`''. 6 Jul v Y60. SPACING JREF- 1TT0081_Z18 HU/HUC/HSUR/L Hangers FL A it-C. halrl:rs riay tu, r stdlkx ;n a inase` ryrco raciu m•_II as desc ,IU ] t Clo.k•. A:;colic n;;lty; H hwngsr, •.vi h one iJan,,a orcealed lay oe i iatalled s.m 4ry. HU and HUC products are heavy -duly face-mocnl lost hangers made from 14-gauge galvanized steel. The HUC is a concealed flange (face flanges turned in) version of the HU. HU is available with both flanges concealed, provided the W dimension s 25/s' or greater, at 100% of the table bad. Specify HUC. HU is available with one flange concealed when the W dimension is less than 25/6' at 100% of the table bad. Sp:;Clr, as an 'X' ers o^ are s, ec <Y t angs ,o conceal. Fcr pry H_, cr I I_,C s ^,:vn i^ this cetalrrg, he use., Tay ta: cite oil 'ace r-, L vol--'4` < - 1,i ' der' % scraps I'. ccel 1 N2-251 44H). =t`Aow all nslalatic n i^st uct ors a-c, t :,e the bars tram this ca',loc. Material: 14 gauge Finish: Galvanized, ZMW and stainless steel available Installation: Alt _& .he. .,?ng;a; :o corRre.e n• GFCM:, vials , s no f ex-1 mad _l 1-n= 2 <ciews. 1 .inn :straws 'c r Gf (;NI I r`4' x 2 _^ - h'c^.: I t N2-252 ^1 tr td ', a t.'.rr:i, (: •r 1 ' - M'tili l TTN2-9513 =H) are not : •:- rec? v iL tl e ha^gers. Drill the ?S6' -diameter hole to the specified embedment depth plus W. Ahernativey, d-1 the 3/4"-diameter hole to the specified embedment depth and New it clean using compressed air. Caution. Oversized -diameter holes in the base matenal will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's bad capacity. t i4 1, •slalano ) bxl IGI rn, r'.a k l lc. ' I ov rx.luce a aril o, arc hex •heno d•r,T-r to (M,-del a' dill :, I _ dlC•o t, adalk (F•o it I'•AD.,' d 2;. A minimum end and edge distance of 11h' is required. Options: Fcr cre,;.ed ^ange , use 751 C 1at15 upl kra i. If han ae" wir Lin t C. atcj -han ; Afi" t^on use F.C%; tal-,le n,winlo d, 0 ' & table actvn )ad. Codes: See p.14 for Code Reference Key Chart r HUC410 Iem,.. HUG410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall SIMPSON Strong -Tie N O 279 280 HU/HUC/HSUR/L Hangers (cont.) These products are avz-lable with additional corrosion protector. Fo• more information, see p.18. Model No. Fasteners Allowable Loads (DF/SP) CodsGFCMUConcrete Standard Concealed GFCMU Tften' 2 Concrete Tft,n' 2 Joist Uplift 160) Down 100/125) Uplift 160) Down 100/125) Rel- HU26 HU26X 4) 4" x 1 y." 4) -1' x 1 2)10d x I W 335 1,000 335 1,545 HU28 HU28X 6) "T x 1'1 6) %." x 141, 4)10d x Ph' 1,500 760 2 400 HU210 HU210X 8) r"" x I4: 8) -:" x 1='. 4)10d x 11h' 2,000 760 2,415 HU46 (Min.) HUC46 8) .: x 1 is 8) ';: x I V 4)10d common 760 2,000 760 3,200 HU46 (Max.) HUC46 12),,* x '-V,- 02) " x 11V,- 6)10d common 1,135 3,0G0 1,135 3 9b0 HU26-2 (Min.) HUC26-2 8)'•1" x 1 Y: 8) -." x 131. 4)10d common 760 2,000 760 3200 FIUH6 2 (Max.) HUC26.2 12) :;' x ' 1; 12) ": f ' 4;j 6)10d common 1,135 3,000 1,135 3,950 HJ48 (Min,) HUG48 10) x 1 -Y.- 10)'•: x 11,' 4)10d common 760 1 2,500 760 3,725 HJ48 (Max.) HUC48 14) :': x ' 1S' 14) .7 x 14,- 6)10d common 1,135 3 500 1,135 4,920 HU28.2 (Min.) HUC28-2 10) r 115 10)'A" x 11i 4)10d common 760 2,500 760 3,725 HU28.2 (Max.) HUC28-2 14) :4" x 'A, 14)','," x '4',, 6)10d common 1,135 3,500 1,135 4,920 HU410 (Min.) HUC410 14) is x 1IV 14)' i" x 14'_ 6)10d common 1,1335 3,500 1,135 4,920 HU410 (Max.) HUC410 18) Y: x I'V, 18) %" % 14' 10)10d common 1,800 4,500 1,800 4 920 HU210-2(Min.) HUC210-2 14),,"x'1; 14),i1x4.>; 6)10dcommon 1,135 j 3,500 1,135 4,920 HU210-2(Max.) HUG210-2 18)A"r11; 18) "x'1; 10) 10d common 1,800 4,500 1,800 5085 HU28X Skew 45" Not ava!able) 6) !v" t 1'': 6) %' x 1?•: 4) 10d x 1 W 670 1,500 670 2,400 HSULIR26.2 HSUL/RC26-2 12),, x'1i 12) '4- •:15= F (4)16dx2W 900 3,000 900 3,135 HU2=-2 HUC2u-2 4) ;:' x 2".' 4) ,;" x 1 . I (2)10d common 380 1,000 380 1.545 HU212 HI 2' Ty, 10) Y." x 2'144 10)"".- x 1 Y;- 6)10d x 1'h" 1,135 2,500 1,135 2,665 HU214 HL -'<": 121 ;'i r ?1; 12)',,,", '-V: 6)10d x 1'h' 1,135 2,665 1,135 2 665 HU26-2 (Min.) HUC26-2 0.4m.) 8) ,;"x 2', a) !%: x 1 .' 4)10d common 60 2,000 760 3,200 HU26-2 (Max.) HUC26-2 (Max.) 02) : x 2YK 12)',: x : Y: 6)10d common 1,135 3,000 1.135 3,950 170 HU26-3 (Min.) HU626-3 (Min.) 8) •:" x 2,'4 8) ':" x 1 ;. 4)10d common 760 2,000 760 3,200 HU26-3 (Max.) HUC26-3 (Max.) 12) :': x 21', 12) :;" • ' 1; 6) 10d common 1,135 3,000 1,135 3 950 HU28-2 (Min.) HUC28-2 (Min.) 10) t, x 21W 10) %" x 11i 4)1 Od common 760 2,500 760 3,725 . HU28-2 (Max.) HUC28-2 (Max,) 14) x 2414" 14) ;': x 1Y, 6)10d..mon 1,135 3,500 1.135 4.920 HU210-2 (Min.) HUC210-2 (Min.) 14)1? x 21; 14),,' • ' 1S I (6) 10d common 1,135 3,500 1,135 4,920 HU210-2 (Max.) HUC210-2 (Max.) 18) 1': x 21; 18)'A" x'+; 10)10d common 1,800 4,5C0 1,800 5 085 HU210-3 (Min,) HUC210-3 (Min.) 14) Y." x 2114 14) ,. x.1914- 6)10d wmrron 1.135 3,500 1.135 4,920 HU210-3 (Max.) HUG210-3 (Max.) , 18)' x 2Y; 18) ','x 14i- 10)10d common 1,800 4.500 1,800 5,085 HU212-2 (Min.) HUC212-2 (him.) 16)'A" x 24'(16) A" x 1 6)10d common 1,135 4,000 1,135 4.920 HU212-2 (Max.) HUC212-2 (Max.) 22)'A x 2''," 22)', . 1'r-' 10)10d common 1.350 5,085 1.350 5,085 HU212-3 (Min.) HUC212-3 (Mn.) 16) 1;: x 2K" 16) ,Y x 14', 6) 10d common 1,135 4,000 1.135 4,920 HU212-3 (Max.) HUC212-3 (Max.) 22) S; x 211' 22) %' 11 Y: 10) lad common 1,800 5,065 1,800 5 085 HU214-2 (Min.) HUC214-2 (Mn.) 24', 18) ':' r, 15 8) lad common 1,515 4,500 1 1,515 5,085 HU214-2 (Max.) HUC214-2 (Max.) 24) ,V x 2-S5 24)'G' x 1?_' 12)10d common 2,015 5,085 2,015 5,085 lIU214-3 (Mn.) IIUC214-3 (Mn.) 18) ! V x 2Y" 18)' x.1 W 8)10d common 1,515 4,500 1,515 5 085 HU214-3 (Max.) HUC214-3 (Max.) 24) A Y. 2Y 24)x I;a" 12)10d common 2,015 5,085 2,015 5 085 HU216 HLY6x 18)1'.'x2Y; 18)';"x'9,; 8)10dx1112" 1,515 2,920 1,515 2,920 HU216-2 (Mn.)- HUC216-2 (Mn.) 201 x 2 V" 20) Y" x 1 ." 8)10d common 1,515 4,920 1,515 4,920 HIJ216-2 (Max.) IIUC216-2 (Max.) 26) ',,' x iY:' 26) ,': x 1 Y. 12)10d common 2,015 5,085 2015 5 085 HU216-3 (Mn.) HUC216-3 (Min,) 20) %' , 2Y< 20)'-i ; 1 Y:" 8) IOd common 1.515 4,920 1,515 4,920 HU216-3 (Max.) HUC216-3 (Max.) 261';' x 2YT 261'4 x 1?:' 12)10d common 2,015 5,085 2,015 5,085 1. Uplift bads have been ,ncreased for earthquake or w nd duration wit no further increase is allowed; r.d -mien nt^c• bads govrrr. 2. Minimum Pc = 2,500 psi and minimum Pm = 1,500 psi. 3. Wlxeri only one flarige is uneeelecl specify right or left curzealed flarge. Models with `X" are not stock iterrs. - - ' '•' io, IL..; S :>, faetic:; S.E,, lh,: I tsr r. •:Ce-w-.:, e c>p':- c •s: .i h.:: Fasteners: - "ti oo-gc, i - LlF8 ' -f. x 3' big, -6d x 21,V - .-6? co. a _'T king, 1;A1 cmn-cr - ,' 13' dia. x 3' bro 1Ccix1;Z'= '43' c,e','kr-.T-N2-2[n3 - "xts't•;n_ i\,-2^234H-,'x2,,'T; 2-'h_5.--T,.or1.'v11;' a,' ah, to us.,...1 fu11 tattle 4 c;.., E n,,. 2r,-_ 'Cl . :I s¢e,, atJ , . rr„rr. UPDATED 04117/17 r i z z 5 cW zz 0 zCma w 0 9 V U Simpson Strong-T1e" Wood Construction Connectors SIMPSON Stong-Tie Hangers (cont.) o These products are available with additional corrosion protection. For more information, see p. 18. Model No. Fasteners Allowable Loads (OF/SP) CodeGFCMUConcrete Standaid Concealed GFCMU Titan' 2 Concrete Titen' 2 Joist Uplift 160) Down 100/125) Uprift 160) Down 1001125) Ref. HU44 HUC44 4) ! s" x 2 :' 4) 3' ; "','. 2) lOd common 380 1,000 380 1,545 HU46 (Mn.) HUC46 (Mn.) 8)'A' x 2 1," 8)'A' x 1 y: 4)10d common 760 2.000 760 3.200 HU46 (Ma)L) HUC46 (Max.) 12)','.' x 2wY- 12) _` x I :' 6) 10d common 1,135 3,000 1,135 3,950, HU48 (Mn.) HUC48 (Mn.) 10) 7: , : a; 1G)4V 4)10d common 760 2,500 760 3,725 HU48 (Max.) HUC48 (Max.) 14) ;'.' . 2'4i" 14) i:" . ' 6)10d common 1,135 3,500 1.135 4,920 HU410 (Mon.) HUC410 (Mn.) 14) lY x 2+:" 14) W x 1ST 6) 10d common 1,135 3,500 1.135 4,920 HU410 (Max.) HUG410 (Max.) 18) :." <^" 18)'4' • I,., 10) 10d common 1.800 4,500 1,8C0 4,920 HU412 (Mm.) HUC412 (Mn.) 16) "' ; 2"i 16) -"; -=:` 6)10d common 1,135 4,000 1.135 4,920 HU412 (Max.) HUC412 (Max.) I (22)'T x v:' 22)';". 1 10)1Gd common 1 800 5,085 1,8C0 5,085 HU414 (Min.) HUC414 (Ma1.) 18)'A' • 2 :: 18)','; . 1',: 9) 10d common 1,515 4.500 1,515 5.085 HU414 (Max.) HUC414 (Max.) 24) „: 2? 24)'. ;1 w." 12)10d common 2,015 5,085 2.015 5.085 HU416 (Mm.) HUC416 (Min.) 20) A" x TW 20) -A" x 1 " 8) 10d common 1,515 4,920 1,515 4,920 HU416 ;Max.) HUC416 (Max.) 26) x 2 :4' 26) :," < 1 V 12)1CA common 2.015 5,085 2.015 5,085 HU66 (Mn.) HUC66 (Min..) 8) t,;' , 2 V, 8) ;•:' . 1?' 4)16d common 900 2.000 900 3,200 HU66 (Max.) HUC66 (Max.) I (12)'.: • 21V L. (12)'. , 1 y: 6)16d common 1,345 3,000 1,345 3,950 HU68 (IL.) HUC68 (Mon.) 10);'' , 2''•" 10) i=" ; ",',' 41 16d common 900 2,500 900 3.725 HU68 (Max.) HUC68 (Max.) 14) ';<x 2,W 14) :'." x , 6)16d common 1 345 3,500 1.345 4,920 HU610 (Min.) HUC610 (Mm.l 14) .,;' • 211' I (14) 7<' x ;?4' 6)16d common 1,345 3.500 1 345 4,920 HU610(Max.) HUC610(Max.) 18)'• 2?:" 118)''% W' 8)16dcommon 1.795 4,500 1,795 5.085 HU612 (Mon.) HUC612 (Mn.) 16) '.;' x 3; 16)'A" x'W 6) 16d common 1,345 4,000 1,345 4,920 HU612 (Max.) HUC612 (Max.) 2 2) <' .2'_' 22) :,,",r 1 i<" 8) lEdcommcn 1,795 4,920 1,795 4,920 170 HU614 (Mm.) HUC614 (Mon.) 18) :'.2 : 18)','-'x 1_s 8) 16d common 1,795 4,500 1.795 5.085 HU614 ('dax.) HUC614 (Max.) I (24),V x 4- 24) ,': x 1)5 12)16d corrunon 2.015 5,085 2,015 5,085 HU616 (Alin.) HUC616 (Mn.) 20) ;' < 2s.' 20) .." + 1 i"" 8) 16d commcn 1,795 4,920 1,795 4,920 HU616 (Max.) HUC616 (Max.) 26) Y x 2;4' 26)'A" x 1?;' 12) 16d common 2,015 5,085 2,015 5,085 HU7 (Mn.) Not availeble) I (12) Y:" . 1 12) ": r 1l?' 4)10d x 1 W 545 2,980 760 2,980 HU7 (Max.) Not ava labia) I6)14 i y; 16) Yi x 1 y:' 8)10d x 11h" 1,085 3,485 1,085 3,485 HU9 (Mon.) Not available) 18) `,' x' `:" 18)'•." x :'+' 6)10d x 1''h' 1,135 3,230 1,135 3,230 HU9 (Max.) Not available) 24) i;' • Y 24) , - . ' :'." 10) 10d x l ih' 1.445 3,735 1,445 3,735 HU11 (Min.) Not available) 22) :•:" x I?i' 2 2) }i x I ." 6) 10d x 1'h' 1,135 3,230 1.135 3,230 HU71 (Max.) Not available) 30) "'." x 1?;' 30) ;i x 1 " 10)10d x 1 h' 1,445 3,735 1.445 3,735 HU14 (Mn.) Not available) 28) '1' , 1?', 28) 4" < 1;': 8) 10d x 1'.6" 1,515 3,485 1,515 3,485 HU14 (Max.) Not available) 36) -, x 1:W 36)'4 x 1 :" 14) 10d x 1 S5" 2,015 4,245 2,015 4,245 HU3.25/10 Not available) 22)14 x 1 ,' 22) `: x 14V 10)10d common 1895 5,085 1,895 5,085 HU3.25/12 Not available) 24) .4 :1?, 24) : x 13/; 12)1Did common 2,015 5,085 2,015 5,085 HU410-2 (Mn.) HUC410-2 (Mn.) 14).',,., 4" 14) .'." x - ' 6) 16d common 1.345 3,500 1,345 4,920 HU410-2 (Max.) HUC410-2 (Max.) 18) i+' . ' 3i 18) Y: r ' i'; 8)1Ed commcn 1,795 4,500 1,795 5,085 1-111412-2 (Mn.) HUC412-2 (Mn.) 16) x 1?P' 16) :: x 1?5' 6)16d common 1,345 4,000 1,345 4,920 HU412-2 (Max.) HUC412-2 (Max.) 22) ',` x i tee' 22)',i- x 1 W 10)16d common 1,800 4,920 1.800 4,920 lIU414-2 (Mn.) HUC414-2 (Mon,) 20) '+" . 1 ;' ' I (20) -1" ,1?Y' 8) 1Gd common 1,795 4,920 1,795 4,920 HU414-2 (Max.) HUC414-2 (Max.) 26) T 1-,4 26) '+" x 1?;' 12) 16d common 2,015 5.085 2,015 5.085 I. Upl ft bads have been increaser fcr earthquake or wnd duration with no further increase s allowed, r,-di o vr..- c• 1-,ads gc•.rrn, 2. Minimcm t'c = 2 5W psi and miinimum rm = 1,530 P=i- _ 3. When ory one Pange is concedee speedy right or left concealeo Lange. 4. Models with "X' are not stock items. 5. F n;duot; "--,all ac irstaded >_ ch r ct T (cn' aav> ,v r.)t expose- - .vc-athor, Fasteners: G; rt. .. -on = ; . 1• 2' d,'. * In) Ed x 0.li'2' r.:,. x 2;:' Fx (t, 1 worm-^ 1 48' ilea. < 3' 4 ,:1, x I',„' = l•. 4n ci i, x 1'.a k)ro. ' Ix2-2^ 124, < 1-:' i er 2 1 , 42-2S2,,a 1 -` x 2- • i tee) 2; ' I N2'; 3411 - 1 con ' ; 1 'z' d•.. `+25-31H = ?c', .. > ' .- cr Vm) :)(- i:,:.. [ t u11':1k: k:ad:. i'c;a 2 =27, to, A a r", I ,des .) K: -o m)d:r. UPDATED 04117/17 281 LUS/MUS/H US/H H US/H G US/HG UQ Face -Mount Joist Hangers EEREp O This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. 7 •...... - - ----- - --- --- --- --- All hangers in this series have double shear nail ng - an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common na is for :he same connect on. 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 load capacity and bearing than the LUS. HGt JQ hangers provide similar capacities as HGUS douhl , shear hangers, but they use Smoson Strong -Tea Strong -Drive' SDS Heavy -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 ZMAX' coating -G-G a:;ill of r HBOt see Corrosion Information, pp.15-18. Installation: Use all specs-M fasteners, see General Notes. Nails must be driven at an angle through the lost or truss into the header to achieve the table bads. Simpson Strong Tie Strong Drive SDS Heavy -Duty Connector screws are supplied with the HGUQ The thickness of the supporting girder must be equal to or greater than the screw length for applications where the lerglh of the supplied screws exceeds the thickness of the supporting girder, 3' or 4112" screws may be substituted for the longer length screws with no bad reduction, or a shire block may be used as approved by the Designer. Not designed for welded or nailer applications. Options: LUS and MUS hangers cannot be modified. Concealed flanges are not available for HGUS and HHUS. Other sizes available; consult your Simpson Strong Tie representative. Codes: See p.14 for Code Reference Key Chart i E 01"HHUS210-2 Double -Shear ! Dcme Double -Shear Na 4rg i Nailing Sice View Sice View, ' Available on Do not some models) bend tab U.S. Parent 5,603,580 6 MUS28 LSIMPSONstro>-z, c D D C. 0 D I 0 ti 43rHUS210 HUS26, HUS28, and HHUS similar) B O(HGUS28-2 Typical HUS26 Installation with Reduced Heel Height T,vss Designer to provide fastener quantity for connecting multiple members together) M 235 V i O 236 Simpson Strong -Tie! Wood Construction Connectors ITMT MM LUS/MUS/HUS/HHUS/HGUS/HGUQ r r Face -Mount Joist Hangers (cont.) These p•ooucts are available wth additional corrosion , These products are approve;.+ for installation with the Strong -Drive• protection. For more irfonma'an, see p.18. SD Connector screw. See pp. 39-40 for more information. Model No. Min. Heel Height Ga. Dimensions (in.) Fasteners W H B Carrying Member Carried Member Single 2x Sizes LUS24 18 1 r15c 31A 1 Y4 4)10d 2) i0d LUS26 IM6 4?. 1 4)10d 4)10d MUS26 043A6 18 111'it 5VA 2 6)10d 6)10d HLIS26 16 1 % 53A 3 14)16d 6)16d HGUS26 12 1 % 5% 5 20)16d 8)16d LUS28 18 1IA6 filet, l r/ 6)10d 4) -Od MUS28 694e 18 1 IN bib 2 8) 10d 8)10d HUS28 6'h 16 154 7 3 22)16d 8)16d 286VK 12 13S 7'b 5 36)16d 12)16d 0rH2'1 4'/4 18 1IAG 734. 135 8)10d 4) 10d 0 8/• 16 14i 9 3 30) 16d 10) 16d i.See table below for allowable loads. OF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Model No. Upliftl 160) Floor 100) Snow 115) Rool 125) Wind 160) Upliftl 160) Floor 100) Snow 115) Roof 125) Wind 160) UpIHt1 160) Floor Snow 100) (115) Root 125) Wind 160) Code Ref, Single 2x Sizes LUS24 490 670 765 825 1,045 490 725 830 895 1,135 420 575 655 705 895 1 US26 1,165 865 990 1 070 1 355 1,165 940 1,075 1165 1,475 1,005 740 I 845 915 1,160 MUS26 1,090 j 1295 1.480 1605 1,825 1,090 1,410 1,610 1,745 1.825 940 1,110 1265 1,370 1,570 17 FL. L17 HUS26 1,550 2;720 3,095 3,335 3,335 1,550 2,950 3,335 3,335 3,335 1,335 2,330 2.650 2,820 2.865 HGUS26 1,050 ( 4..W 14,885 5 230 5,39U 1,0.;(1 4,725 5,290 5,3% 5,390 40.5 3,750 14,200 4,500 4,635 I_ LUS28 1,165 1,100 1,255 1,360 1,725 1,165 1,200 1,365 1,480 1,835 1,005 940 I Iw5 1,165 1.475 MUS28 1,555 1,730 1975, 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 2000 3,965 4,120 4,220 4,335 2,000 3,790 3,960 4,070 4,335 1,720 2,905 3,035 3,125 3435 HG11S28 1,190 6,745 6,970 7.125 7.275 r1b 6,460 6,705 6,670 7275 1,540 4,960 5,160 5,290 5,745 1 US21C 17165 1,340 1 1,525 1,650 2,090 1,165 1.445 1660 1,795 2,270 1.005 1,145 1305 1.415 1,745 HUS210 3,000 4.255 14.445 4515 5,020 3000 4,I05 4,310 4,450 4,93U 2,580 3,IS0 3,315 j 3,425 3,815 17, FL, L17 Note: For dunenstons and'astener information, see table above. See table'ootno:es on p. 237 HHUS/HGUS See Hanger Options nformation on pp.121-123. HHUS - Sloped and/or Skewed Seat HHUS hangers 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 load For sloped only or sloped and skewed hangers, the maximum allowable download is 0.65 of the table bad Uplift bads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2,475 lb. The joist must be bevel -cut to allow for double shear na ling HGUS - Skewed Seat HGUS hangers oan be skewed onty to a maximum of 45°. Allowable bads are HGUS Seat Width Joist Down Load Uplift W < 2• ' Square cut 0.62 of table bad 0.46 of table bad 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 bad 0.41 of table load W > 6' Bevel cut 0.85 of table bad 0.41 of table load IAeside 0° Specify angle Top View HHUS Hanger Skewed Right Joist must be bevel cut) All oist nails installed on the outside angle (non -acute side). rF Face -Mount Hangers These products are available with acid tonal corrosion protection. For more informaton, see p.18. Pr These prooucts are approved for nstalatron with the Strong -Drive• SD Connector screw. See pp. 39-40 for rno•e in`ormation. LONTie Min. Dimensions (in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads CodeModel No. HeightHeel Ga W H 8 Carrying Member Carried Member Uplift 160) Flow 100) Snow 115) Roof 125) Wind 160) Uplift 160) Floor 100) Snow 115) Roof 125) Wind 160) Ref. Double 2x Sizes LUS24-2 21/4 18 3'A 3'A 2 4)16d 2)16d 440 800 910 985 1,250 380 680 780 845 1,070 LUS26-2 4% 18 3'A 4'A 2 4)16d 4)16d 1.165 1,0W 1,180 1,280 1.625 11,000 880 1,010 1.090 1,385 17, L11. FL6HUS26-2 4%. 14 35Ac 5% 3 14 16d 6)16d 1,550 2,785 3,155 3,405 4,265 1,335 2,390 2,710 2.925 3,665 HGt1S26-2 4%, 12 V. 5rAc 4 20) 16d 8)16d 2,155 4,355 4,875 5.230 SL75 1.855 3,750 4.200 4,500 4,795 HGU026-2-SDS3 514 12 3441; 57.6 4 1 02)1.,4 x 3' SDS 4) %i x 3" SDS 1,635 5,040 5,565 5,565 5,565 1,175 3,630 4,005 4,005 4,005 LUS28-2 44Sc 18 31A 7 2 6)16d 4)16d 1,165 1,315 15,00 1.625 2,060 1,000 1,125 1,285 1,390 1.765 HHUS28-2 6%. 14 3-)4c 71h 3 2) 16d 8)16d 2,000 4,210 4,770 5140 j 6,440 1,720 3,615 4,095 4,415 5,375 17. L17, FL HGUS28-2 I 6916 12 3%6 7ii, 4 W)16d 1211Ed 3.235 74W 7,460 7460 17,460 2,785 6,415 6,415 16,415 6.415 HGU028-2-SDS3 7'/4 12 34'u 7YK 4 2q%i x3"SDS G)yi x2"SDS 21565 7,330 7,330 7,330 7330 1,845 5,280 5,280 5,280 5,280 FL LUS210 2 6'nc 18 3Si 9 2 q 16d 6)16d 1,745 1,89f1 2,LxJ0 2,265 2,870 1,500 1,565 1,935 2,455 HHUS210-2 8* 14 3YC B'ii 3 16d q 16d 3.7:S 5,635 6,380 6,BW 7,165 3525 4,835 5,380 5,765 17, L17. FL HGUS210-2 8%, 12 N. 9e're 4 46)16d 06)16d 4,095 9,100 9,100 9,100 9,100 352 7,465 7,7330 7,825 7,825HGU0210-2-SDS3 91A 12 34'u 9416 4 281'/ix 3' SDS Ai x 3" Sfs 3,440 7415 7.415 7,415 7,415 2,475 5,340 5,340 5,340 FL Triple 2x Sizes HGUS26-3 4 "A6 12 4 IsA61 51'h 4 1q 16d 11) 16d 2.155 4,355 4,875 5,230 5,575 1,855 3,750 4,200 4 500 4,795 17, L171 FL HGU026-3-SDS4.5 5h 12 4'346 51h 1 4 12)'/." x 41h" SDS 4)'/4"x 41h' &3S 1,635 5,040 5,165 5.165 15,165 11,175 3.630 3,723. 3,720 13,720 HGUS28-3 6'i1c 12 4'5i6 71/4 4 PG) 16d 12)16d 3,235 7,460 7,460 7,460 7,460 12,785 6,415 6.415 16,415 16,415 17, L17, FL H00028-3-SDS4.5 7% 12 41356 71/. 4 1(20)'/: x 4'h' SDS 6) Yi x 4'h' SDS 2,565 8.400 9,175 9,175 9175 1,845 6,050 6.605 6.U)5 6,605 F_ F GWS210-3 8 % 12 4'yS6 9'4 4 1 (46)16d 16)16d 4,095 9,100 9,100 9,100 9,100 3,525 7,825 7,825 1,,825 1,825 11, L17, FL HGF10210-3-SDS4.5 9% 12 4Iiiis 914 4 28)1/4' x4'h"SDS 8)'/i x4!t SDS 3.440 9,745 9,745 9,745 9,745 2,475 7.015 7,015 7,015 7,015 FL HGUS212-3 10% 12 4115c 10;t 4 56)16d 20) 16d 5,045 9,600 9,600 9,600 9,600 4,335 8,255 8,25518,255 8,255 FL HGUS214-3 1 12% 12 041; L;. 4 66) lfid 22)15d 15,515 10.100 10,100 10,100 10,100 4,745 8,685 8,685: 8.685 18,685 17, L17, Quadruple 2x Sizes HGUS26.4 51h 12 6%6 5% 1 4 20)16d 8)16d 2,155 4,355 14,875 5,230 5,5751 1,855 3,750 1420014,50014,795 17, L17, FL HGU026-4-SOS6 5h 12 1 69A6 5 fc 1 4 12) IA' x 6" SDS 4) %i x 6" SDS 2,375 5,040 5,165 5,165 51651 1,710 3,630 3.720 13,720 13,720 A HGUS28-4 7'/. 12 6%6 7rt',c 4 36)16d 1211Ed 3.235 7460 7,460 7.460 7,460 2.785 6,415 6,415 6,415 6415 17. L17, FL HGU028-4-SOS6 i%, 121 695c 741. 4 zq ;i x 6' SDS 6) %" x E' SDS 4,020 8,400 8,860 8,8601 8 860 2,890 6,050 6 380 16,380 E,300 F_ HGUS210-4 9'/4 121 6% 9 A9 4 F (46)16d 16) 16d 4,095 9,100 9,100 9,100 19,100 3 525 7,825 7,825 7,825 7,825 17. L17, FL HGL)021C•4-SDS6 9'/. 12101, 9ifc 4 281YYx6"SDS 8)!4"x6'SCS 4.170 10,260 10,260 10,260 10.260 5000 7385 7.38517,3115 7,395 FL HGUS212-4 10% 121 654c 10% 4 56)16d 20)1Bid 5,045 9,600 9,600 9,600 9,600 4,335 8,255 8,255 8,255 8,255 17, FL HGUS214-4 12% 12 6 c 12% 4 66)16d 22)16d 5,515 10,100 10,100 10100 10,100 4,745 8,685 8,685 8,685 8,685 L17, 4x Saes LUS46 4'/e 18 3% 4'h 1 2 4)16d 4)16d 1,165 1,030 1,180 1 280 1,625 1,000 880 1,0'0 1,090 1,385 HGUS46 43,14 121 3% 4'Ac 4 1 (20) 16d 8) 16d 2.155 4.355 4,875 5.230 5,575 1,855 13J50 4,20014.500 4,795 17,117, FL HHUS46 4ryi6 14 3'h 5§46 3 14)16d 6)16d 1,550 2,790 2,160 3.410 1 4.265 1,335 2,390 2,71012 925 2,665 HGI1Q46-SDS3 5h 12 3% 411. 4 02) v: x 3' SDS 4) 7i .3" SDS 1,635 5.040 5,165 5,165 5,1Gi 3,630 3,720 13 720 3,720 LUS48 444 18 3% 649 2 6)16d 4)16d 1,165 1.315 1,500 1,625 2,060 1,125 1,285 1,390 1,765 HUS48 61h 14 3Y4 7 2 6)16d 16d 1,550 1.595 1,815 1,960 2,470 1,365 1,555 1,680 2115 HHUS48 6'h 14 3% 7'6 3 22)16d 8)16d 2,000 4.215 4,770 5,150 6,440 J2,7B5 3.615 4,095 4,415 5,535 17, L17. FL HGLIS48 6'% 12 3% 7356 4 36)16d 12)1Ed 3,235 7,460 7,460 7,460 7,460 6,415 6,415 6,415 6.415 HGU048-SDS3 7114 12 3% 61A 4 2q%'x3"SDS 6IAix3'SDS 2,%5 7.330 7,330 7330 7330 5,280 5.280 5,280 5,280 FI UUS410 6'/. 18 3"A. 84'4 2 8)16d 6)16d 1,745 1,830 2090 2,265 2,870 1,565 1,785 1,935 2.455 HHUS410 B-% 14 3'7i 9 3 30)16d 10)16d 3 745 5,640 6,385 6.890 17,185 3,440 4,835 5,480 5.910 6,165 17, L17, FL HGUS410 8'A6 12 3 yi 9V., 4 46)16d 16)16d 4,095 9.100 9,100 9100 9,100 3525 7,825 7,825 7,825 7.825 HGU0410- SDS3 9ii 12 3,% 8'h 4 28)9:x3'SDS 8)A4"x3"SDS 3,440 7,415 7,45 7,415 7415 2,475 5,340 5,340 5,340 5,340 FL HGUS412 10 h 12 134S 10%c 4 56)16d 20)16d 5,045 9,600 9,600 9,600 9,600 4,335 8,255 8.255 18.255 8,255 I HGUS414 11r 12 35l 12rAc 4 66)16d 2416d 5,515 10,10010,100 10.00 10,100 4,745 8,685 8,685 8,685 8,665 17, L17, L 1, Upl ft bads have oeen increased for wind or earthquake loadi no further increase allowed. Reduce where other loads govem. 2. Wind (1 BC) is a download ratng, 3. N.nimL m heel hegnt shown is required to achieve full able bads. For less than minimum heel height, see techncal bulletin T-GREDHEEL at strongue.com. 4. Truss chord cross -gran tension may I m,t allowable bads in accordance with ANSVTPI 1-2007. Simpson Strong -Tie"' Connector Selector" Software includes the evaluation of cross -gran tension n its hanger allowable bads. For adds oral nforna4cn, contact Simpson Strong-T e. •' ' 5. Simpson Strorg-Tie' S:rong-Drive' SDS Heavy -Duty Connector screws are permitted to be nstalec through metal miss plates as approved by the Truss Designer, provided the requirements of ANSVTI 1-2W 4 Sections 7.5.3.4 and 8. 9.2 are mcl (pre -drying requ red through lie olate using a max mum of Ya' bin). 6. Strong -Drive SDS Heavy -Duty Connote, screws that penetrate all pies of the supporing girder (screws must penetrate a minimum of 1" into the last truss ptv) may also be used to :ranter the loac through all the pies of the suoportng girder. 0 O When Strong-D e SDS Henry -Duty Corrector sc ews do no- Denetrate all pies of the suppodng g rder truss, supplemu-4W Strong-D•Ne SDS Heavy -Duty C, onneclor screws at the hanger locapns may be requred to ininsfer the load to the truss rates not penetrated by the facefasteners. as determined by tt a Designer.. 7. The sLppo•tng girder truss must have adequate tnclmess to accommodate Vie screw length, so that the screw does net protrude out the back of :he girder, 3'- or 4'h'4ong Strong -Drive SDS Heavy -Duty Connector screws may be substituted for the longer Strorg-Drrve SDS Heavy-Cuty Connector screws w, th no load reduction. . . S. Loads shorn are based on min m,-m oT 2-* 2x carrying member for nailed hangers. With 3x carrying members, use 16d x 2'h nails into the header and 16d commons into the joist with ro bad reduction. With single 2x carrying members, use 10d x 1 h' nails into the haader and 10d commons nto the joist, and reduce the bad to 0.64 o, the taole value. 9. Nails: 16d = 0.162' da. x 31h' long. See pp. 26-27 for other na I sizes and nformalan. 237 C To: 7m 238 HTU Face -Mount Truss Hanger The HTU face -mount truss hanger has nal patterns designed specifically for shallow heel heights, so that full allowable bads (with minimum nailing) apply to heel heights as low as 37h'. Minimum and maximum nailing options provice solutions for varying heel heights and end conditions. Alternate allowable loads are provided for gaps between the end of the truss arxd the carrying member up to'h" max. to allow for greater construction tolerances (maximum gap for standard allowable loads is 'A" per ASTM D1761 and D7147). See technical bulletin T-GHANGERGAPS at strongtie.com for more information. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners, see General Notes Can be installed filing round holes only, o, filling round and triangle holes for maximum values See alternate installation for applications using the HTU26 on a 2x4 carrying member or I fTU28 or HTU210 on a 2x6 carrying member for additional uplift capac•ty Options: HTU may be skewed up to 67'h•. See Hanger Options on p. 239 for allowable bads. c, Ge e^girleen•=g k_. Gr - GI--t iSD at strongtie.com f,,r 4nth S*m-g-t rr e S) fasten s. Codes: See p.14 for Code Reference Key Chad Min. heel height per table HTU26 truss and carrying member HTU Installation for Standard Allowable Loads For'h' maximum gap, use Alternate Allowable Loads.) Typical HTU26 Minimum Nailing Installation 1, These products are ap3roved for vistalation vnth the Strong -Driven SD Connector screw. See pp. 39-40 for more information. Standard Allowable Loads (1/8" Maximum Hanqer Gap) SIMPSON Strog-Tie Alternate Installation - HTU28 Installed on 2x6 Carrying Member HTU210 similar) Model Min. Dimensions (in.) Fasteners OF/SPAlowable Loads SPF/HF Allowable Loads Code No. Heel Height I W H B Carrying Member Carried Member UDlift 1601 Floor 10D) Snow 115) Raot 125) Wind 160) Uph11 160) Floor 100) snow 115) Roof 125) Wind 160) Ref. Single 2x Sizes HTU26 31h 1% I 57fr 31h 20116d 11)10dxI'h' 730 2,940 3045 3,045 3,045 630 1,920 1.920 1,920 1,920 HTU26 (Min.) 37A 1% 57hc 31h 20)16d 14)10d x 11h" 1,250 2,940 3,200 3,200 3,200 1,075 2,015 2,015 2,C15 2,015 HTU26 (Max.) 51h 1 % the 31h 20) 16d 23)10d x 1'h" 1,555 2,940 3,340 3,000 4,010 1,335 2,530 2.870 3,095 3,450 17 IITU28 (Min.) 3% 1 % 7 'Aii Th 26) 16d 14) 10d x 1'h' 1.235 3,620 3 895 1 3,895 3,895 1 060 2,920 2,920 2,920 2,920 L17, HTU28 (Mai.) 7114 1 % 7Y. 31h 26) l6d 26)10d x 1'h" 2,140 3,820 4,340 4,680 5,435 1,840 3,285 3,730 4,025 4,675 FL HTU210 (Mm.1 37A 144 9Yr Th 32)16d 04)10d x 1'h" 1,330 4,355 4 355 4,355 4.355 1,145 3,265 3.265 3,265 3,265 HTU210 (Max.) 1 iS 9Y 3'h 32)16d 32)10d x 1 h' 3,315 4,705 5,345 5.760 5,9S5 2,850 4,045 4,595 4 955 5,155 Double 2x Sizes HTU26-2 (Min.) 3 b 3yc 57h 31h 20)16d 141,10d 1,515 2,940 3 340 1 3,600 1 3,910 1 305 2,465 1 2,465 2.465 2,465 HTU26-2 (Max.) 5'h 3Yc 5k Th 20)16d 20)10d 2,175 2,940 3,340 3,600 4,485 1,870. 2,530 2,870 3,095 3,855 HTU28-2 (Min.) 31A 33ic 7Yk 3'h 26) l6d 14)10d 1.530 3,620 4,310 4,310 4,310 1,315 3,235 3,235 3,235 3,235 HTU28-2 (Max.) 716 33<6 7146 31h 26) 16d 26)10d 3,485 3,820 4 340 4,680 5,850 2,995 3,285 L3,730 4,025 5,030 l 7. FLFL HTU210 2 (Min.) 3 7c 9Yw 3'h 32) 16d 14)10d 1,755 4,705 4,815 4,815 4,815 1.510 3,610 3,610 3,610 3.610 HTU210-2 (Max.) 9y4 Sys 9Yr 3h 32)16d 32)'Od ' 4,110 4.705 5345 5,760 7,200 3,535 4,045 1 4,595 4.955 6,190 1. The maximum ha^ger cao is measured between the joist (or •russ) enc and the carrying memos. 2. M.nimum heel heights iequred .`or full :able loads are based on a minimum 2/12 pron. 3. Uplift has been ncreasad for wnd or eartrpuzke loading with no further increase allowee, reduce where other loaes govern. 4. Wind (163) is a downlcac rating. 5. For hanger gaps between 'A' and'h', use the Alternate Allowable Loads. 6. Truss chord cross-gra n tension may Luc aktwable loads ii accoreance with ANSVTPI 1 !. Simpson Strong -Tie° Connector SPJector" Software ndudes the evalual on of cross -gram tension in its hanger alowaole bads. For adcdxmal information, contact Simpson Strorg-Tie. 7. Loaas shown are based on a m"rnim 2-ply 2x carrying rnembe. For, single 2x carrying membess,'use, N10 (IOd x 1'h nails into the header and reduce the allowable download to 0.70 of the table value. T•)e alowaole uplift is 10096 of the taole load. 8. Nails: 16c = 0.162' dla. x 31h' long, 1 Cd = 0.148" dia. x 3' long, 10d x 11h' = 0.149" dia. x 1 h' long. See pp. 26-27 for other nail Wes and information. UPDATED 04/17117 HTU Face -Mount Truss Hanger (cont.) These products are approved for installation with ine StrongPr -Drrve• SD Connector screw. See pp. 39-40 for more information. Alternate Installation Table for 2x4 and 2x6 Carryinq Member ZIRF07igN Min. Minimum Fasteners DF/SP Allowable Loads SPF/HFAllowable Loads CodeModel No. Heel Height Carrying Carrying Carried Uplift Floor Snow Roof Wind Uplift Floor Snow Roof Wind Ref. in.)Member Member I Member 160) 100) 115) 125) 160) 16DI 100) 115) 125) 160) HTU26 (Mn.) 31A 2) 2x4 10)16d I (14) 1Od x 11h" 925 1,470 1.670 1.800 2.040 795 1,265 1,435 1.550 1.755 HTU26 (Max.) 51h 2) 2x4 10)16d 20)10d x 1'h" 1,310 1,470 1,670 1,800 2,250 1,125 1.265 1,435 1,550 1,935 L17 HT1128 ( Max.) 71/4 2) 2x6 20) 16d 26)10d x 1'h- 1,970 2,940 3,340 3,600 3,905 1 1,695 2,530 2.870 1 3,095 3,360 FL HTU210 ( Max.) 9'A 1 (2) 2x6 20)16d 1 (32)10d x I1,F 2.760 Z940 3,340 3,600 1905 2,375 2,530 2,870 1 3,095 3,360 1. See table above for dimensions and add tiorial footnotes. 4. Nails: 16d = 0.162' dia. x 3'h' long, 10dx11,4 = 0.1 z8' dia. x 11h" long. 2. Maximum hanger gap for the alternate installation is W. See pp. 26,27 for other nail sizes and nform3uon. 3. Wnd (160) is a downbao rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model Min. Dimensions (in.) Fasteners DF/SPAllowable Loads SPF/HF Allowable Loads Code No. Heel Height W H g Carrying Member Carried Member , Uplift I60) Floor 100) Snow 115) Roof 125) Wind 160) UpIiN 160) Floor 100) Snow 115) Root 125 Wind 160) ReL Single 2x Saes HTU268 31h 1% Yh. 1 31/2 20) 16d 11) 10dx 11,15" 6/0 2,/35 1 2,/35 1 2,135 2,735 S7S 1,12S 1,/25 1,125 1,125 HTU26 ( Ain.) 3 A 1% 1 5h 31h i (20)16d 14)10d x 1112" 1.175 2,940 3,100 1 3,100 3.100 1,010 1,955 1$55 1,955 1,955 HTU26 ( Max.) 5112 15S 5Y6 31/2 20)16d 20) lod x 1'h- 1,215 2,940 1 3,340 3,600 3,760 1.045 2,370 2,370 2,370 2,376 17 HTU28 ( Mn.) 376 1% 7%, 3'h 26)16d 14) 10d x 11i" 1,125 3,770 3,770 3,770 3,770 970 2,825 2,825 2,825 2,825 U7, HTU28 ( Max.) 7 % 15A 7Y. 31/2 26)16d 26)10d x 1'h" 1,920 3 820 4,340 1 4,680 5,015 1,fi95 3,285 3 730 3,765 3,765 FL HTU210 ( Min.) 37A 1 % 9Yc 3 h 32)16d 14) 10d x 1'h' 1,250 3,600 3,600 3,fifx1 3,600 1,075 2,700 2,700 2,700 2,700 HTU210 ( Max.) 9'/4 1SS 9Y, 3'h 32)16d 32) 101 -1 3,255 4.705 5,020 1 5,020 1 5,020 2,800 3,765 3,765 3,765 3,765 Double21rSizes HTU26- 2 (Min.) 37A 3%, 57%. 31h I (20)16d 14)10d 1,515 2.940 3,340 1 3,500 1 3,500 1,305 2,205 2,205 2,205 2,205 HTU26- 2 (Max.) 5'h 3;1; 57hc 3'h 1 (20)16d 20) 10o 1,910 2 940 3,340 3,500 3,500 1,645 2,205 2.205 2,205 2,205 HTU28- 2 (Min.) 3 A 3456 Yc 31/7 26)16d 14)10d 1,490 3 820 3,980 3.980 1 3,980 1,280 2,985 2,985 2,985 2,985 17, HTU28- 2 (Max.) 71/4 34ie 7 Ye 3/2 26)16d 26) 100 3,035 3 820 4,340 4,680 5,555 2.610 3,285 3,730 4,025 4,165 L17, FL HTU210- 2 (Min.) 37h 3?4. 9Y6 31h I (32)16d 114)10d 1,755 4,255 4.255 4,255 4.255 1,510 3,190 3,190 3,190 3,190 HTU210- 2 (Max.) 91/4 33fi 9Y. 31/: 32)16d 32) 10d 3,855 4.705 5,345 5,760 6,470 3,315 4,045 4.595 4,855 4,855 See table footnotes on p. 238. Options: See Hanger Options information on op. 121-123. Skewed Seat Skewable up to 67 Available in single and 2-ply size. No bevel cut required. Allowable Loads for Skewed HTU Hanqers Model No. Skew Angle Degree) Fasteners DFL/SP Allowable Loads' 2 HF/SPF Allowable Loads", Carrying Member Carried Member Uplift 133/ 160) Download 100/ 115/125) Uplift 133/ 160) Download 100/ 115/125) 51 20)16d 14)10d x I 1 i" 1.315 2,945 1,130 2,530 HTU26 51- 671h 20)16d 12)10d x 11h" 970 2.595 835 2,230 51 26)16d 20)10d x 1 h" 2015 3.060 1,730 2,630 HTU28 51- 6711 26)16d 11)10d x 1 h" 1.485 2,815 1.280 2,420 32) 16d 26)10dx 1'h" 2,715 3,175 2,33E 2,730 HTU210 32) 16d 22) ;0d.1'h' 2.005 3,040 1.725 2,615 16d 14) 10d 1,335 2,555 1,145 2,200 HTU26- 2(20) N671h20) 16d 12)10d 1.110 2.700 955 2,320 HTU28- 226)16d 20) 10d 2,470 3,890 2,120 3,345 26 16d 17)10d' 1,710 3,775 1,470 3,245 32) 16d 26)10d 3,600 4,935 3,100 4,245 HTU210- 2 51- 671h 1 (32)16d 22)10d 2,255 4,790 1,940 1 4,120 1. Uplift bads hava bben ncrerasad for wind or 3. Maxnxrn hanger gap between end of joist (truss) arid'ece of earthquake loading with ro further rcrease caryng mer-ber s 14% akwel. Reduce vfhee other bads govern. 4. Nails: 16d = 0.162' dia. x 3'h' long, 1 Odxl16 = 0.148' dia. x I1h brg, 2. Allowable down bads may rot be ncreased, 10d = 0.148' dia. x 3' bng. See pp. 26-27 for other nail sizes a-.d information. A" flange f/ A„ --' Acute flange side 0. Specify angle Top View HTU Hanger Skewed Right < 51' 7kSIpeuly angle 51• to 671h• Top View HTU Hanger Skewed Right >_ 51' a Ej 239 1 t. Adjustable Truss Hangers 6 This product is preferable to similar connectors because of a) easier installation, b) hgher bads, c) lower installed j cost, or a combination of these features. The THA series have extra long straps that can be field -formed to grve height adjustabihty and top flange hanger convenience. THA hargers can be installed as top flange or face -mount hangers. THA4x and THA2x-2 models feature a dense nad pattern in the straps, which p-owdes more installation options and allows for easy top flange installation. Material: See table Finish: Galvanized. Some products available in ZMAXe coating, see Corrosion Information, pp.15-18. InstaOation: Use all speafed 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. Instal top and face nails according to the tablo. Top nails shall not be within'/" from the edge of the top flange members. For the THA29, nails used for joist attachment must be driven at an angle so that they penetrate through the corner of the joist and into the header. For all other top flange installations, straighten 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 nail tales will be filed on all models. On models where there are more nad holes than -eguired, the lowest four face holes must he fled. Nails used for the joist attachment must be driven at an angle so that they oeretrate through the comer of the joist into the header. Alternate Instalation — The THA 4x hangers may be installed in a top flange configuration using the tabulated fastenef s for face-maint installation ano achieve the face -mount installation loads. Instal the tabulated face nails 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 ccrrer of the joist into the header. Uplift — Lowest face nails must be filed to achieve uplift loads. Options: THA hangers ava,lablo w,th the header flanges turned in for iW (except THA413) and larger, with no load reduction - order THAC hanger. Codes: See p.14 for Code Reference Key Chart Double- Double -Shear Naiings^ ` Sde View. Na ling Do not Top flew i r"' bend tab I I--t— tvtypeit 13;: for 2W rTHA422-2 THAC422 Ord THA426.2 O s 2'h' forTHA422-2 THA4262 6THA4A418 6THAC422 Face nails Top nails Der table per table Double 4x2- Use full table value Single 4X2- See footnote 3 i,IA! V'/ Straighten the doud4 shear nailingto tabs and g naffs straight into the joist Typical THA Top Flange Installation on a Nailer except THA29) Aftemate Installation of THA422 Dome Double -Shear Naiing Side Vew Avadabfe on sore rnodels) U.S. Patent 5,603,580 SIMPSON StrogTie 2Y F)e G(THA29 2 face nails Total) 4 top nails Total) 4-- Straighten the double shear nailing tabs and instal naffs stfa ght Typical THA422 Top Flange Installation on a 4x2 Floor Truss a r? M in. header I: depth Typical THA29 Face Mount Installation Refer to footnote 6 on p. 230 Typical THA29 Top Flange Installation 229 Ir 230 THA/THAC Adjustable Truss Hangers (cont.) These prooucts are available vn-h additional corrosion oretec'.en. For more nformation, see p. 18. a SIMPSON StrorTie Model No. 6a Dimenslons (In.) Min.' Mm. Top Header Flange Depth Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Ref. W H C Carrying Member Carried Member Uplift 160) Floor 100) Snow 115) Root 125) Wind 160) Uplift 160) Floor 100) Snow 115) Roof 125) Wind 160) Top Face Straight Slant Top -Flange Installation' THA29 18 1% 911A, 514 2N, 4) 1Cd 1 (4)10d 4) 10d 560 2,260 2,310 2,350 2,350 480 1,740 1.785 1,815 1,815 THA213 18 1% 13166 5'h 11h 4)10d I (2) too 4)1Dd x 11h' 1,615 1.615 1,615 1,615 1,280 1,280 1,280 1,280 THA218 18 1% 1741111 5'h 2 4)10d 2)10d 4) 10d x 1 1Y 1,615 1 615 1,615 1,615 1.280 1,2110 1,280 1,280 THA218-2 16 3A 17% 8 2' 4)16d I (2)16d 6)10d 2.245 2,245 2,245 2,245 1.935 1,935 1,935 1,935 18, THA222-2 16 31A 22Y,c 8 2 4)16d 2)16d 6)10d 2,245 2,245 2,245 2,245 1,935 1,935 1,935 1,935 L15, FL THA413 18 3% 131AG 41,1 1'h 4)10d 2)10d 4)10d 1,615 1,615 1,6151 1,615 1,280 1,280 1,280 1,280 THA418 16 3% 171h 71A 2 4) l6d 2)16d 6)10d 2,245 2,245 2,245 2,245 1,935 1,935 1.935 1,935 THA422 16 3% 22 77A 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 71% 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 71/4 22'As 94'4 2 4)16d 4)16d 0)16d 3.330 3.330 3,330 3,330 2,865 2,865 2,865 2,865 170 THA426-2 14 7Y4 26Y% 93/4 2 4)16d 4)16d 6)16d 3,330 3,330 3,330 3.330 2,865 2,865 2,865 2,865 Fi_ 170 Face -Mount lnsta1atton4 THA29 18 1% 9'hr, 51A 9119c 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% 131A, 151h 1 IN, I (14) 10d 4)1Od 1,170 1,955 2 020 2,'65 7 0ru; 780 68(t 735 L77,, THA218 18 1% 17Y. 51h 117,Y. I (18) 10d 4) 10d 1,170 1,9F5 0"0I2,"6,9 C6l 780 69C 735 1,77E I' 7 THA218-2 16 3A 171Y.1 8 14Y,e I (22)16d 6) 16d 1,855 3,695 3,69513.695I3,695 1,595 3,185 3,185 3,185 J3,185 18. THA222-2 16 3!4 2241rc 8 1415c 22) 1&1 6) i6d 1,855 3 695 3,695 3,695 3,695 1,595 3,185 3,1&r 3,1R5 3,185 L15, FL THA413 18 3•Ye 135Se 4h 1311 1114) IOo 4)10d 1,170 1,940 2,2352,4002,400 780 1,660 1,910 2,075 2,210 THA418 16 3% 17h 71A 114%. 22)16d I (6) 16d 1,855 3,695 3,695 3,695 3,695 1,595 3,185 3,185 3,185 3,185 THA422 16 3'S 22 I P 14%& I (22)16d I - 6) 16d 1,855 3 695 3,69513,69513,695 1,595 3,185 3,185 3,185 3,185 THA426 14 3% 26 7 A 11611c I (30)16d 6)16d 1,855 4 48C 1,480 4.4P.3 4 480 1,595 3,855 3,855 3,855 3 c55 FL THA422-2 14 71S 22"A.I 9'/i 16'1c 1(30)16d 6)16d 1.855 5,160 5,52015,520I5,520 1,595 4,440 4,745 4,74514,745 170 THA426-2 14 7Y4 26hc 9'/. I 18 I (38)16d 6)16d 1.855 5,520 5,520 5,520 5,520 1,595 4,745 4.745 4,745 4,745 F._,170 1. Uplft has been ncreased 60%'or w nd or earthquake loadirg vr:h no further increase allowed; reduce where other bads govern. 2. Wind (160) is a download rating. 3. For single 4x2 top chord carrying memcers cr single 2x niters. ine following THA hangers can be installed using 10d x I h' top rzi6 and (2) 16d face nai6 wnn reduced allowable bads as noted THA41a,7HA422 1,415Io.'or DF/SP, 1,215 lb. 'or SPF, THA426 2 245lb. for DF/SP, 1,930 b. for So=; THA422-2/THA426-2: 2,345 lb. for DFiSa, 2,0'51b. for SPF, Loads are base-- on hanger nstalatons at panel ports. 4. Face -mount installation bads are based on mn,mum of 2-ply 2x rarryrg member. For srgle 2x carrying members, use 10d x 11h' nails into the ra•nying member and tabulated fa terers into the tamed member, ant use 0.80 of the taole value for 18 gauge, and 0.68 of We table vane for 16 gauge and 14 gauge. 5. Min. Top Flange refers to the mnimum length of strap that must be felo formed over the header. 6. For the THA 2x models, one strap may be installed vertically according to the pace mount nailing requcements anc the other strap wrapped over the truss chord according to the top flange nailing requ•rements (see drawn-- on p. 229) ane achieve full tabulated top flange installation bads. 7. Nads. 16d = 0.162' dia. x 3 h' big, 10d = 0.148' dia. x 3' Icing 10d x 1 :' = 0.148' dz. x 1 h' lorx3. See pp. 26-27 for o her nad srzas and n`crmation. I W. THAR/L422 Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THAR/1-422 has a standard skew of 45°. Straps must be bent for lop flange installation. PAN nailing helps el,minate splitting of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvan zed Installation: Use all specified fasteners; see General Notes Straps must be field -formed over the header a minimum of 21h" Mintrrum and maximum nailing configurations available — see table for nailing requirements Codes: See p. 14 for Code Reference Key Chart THAL422 SIMPSON YStmig-Tie Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord f4 Ito 3) Dimensions Min. Top Effective Fasteners DF/SPAllowable Loads SPF/HFAllowable Loads Model in.) Chord on Height Carrying Member Carried Member Code No. Carrying H0 te UDlttt Floor Snow Roof Uplift Floor Tn.-RRef. W H C Top Face Straight Slant Member 160) ( 100) (115) (125) 160) (100) S-ngle 9 min' 4) 2) 1) 2) 880 880 880 755 755 755 42 10d x 1'6" 10d x 1',/z" 10d x l'h" 10d x 11h" THAR/1- 422 Mn.) 16 3% 226A 8 18, Dowe 9to 12 x 1, 525 1,525 1,525 1315 1,315 1,315 4x2 4) 10d 2) tOd 1) lOd 10d11h" IFS IL 12 1, 0901.090I 1,090 935 935 935 THAR/1-422 Max.) 16 3% 22% 8 DoLWe 4x2 1 9 min. 4)1Dd 8)10d 1) IOd 2) 1 10d x 1k' 310 1.675 1,675 1.675 265 1,440 1,440 1,440 1. Uplift has been ncreased V wnd or earhquake loading with no rLrther m ea'e allowed, reduce where other bads govern. 2. Rocf bads are 125% or floor loads unless I mnteo by other crnern. Floor bans may be adpsted for bad durations a : cording to the code provided they do not exceeD tnoss in th3 roof column. 3. Whe•e the top of the carried member ,s rush with the top of the carrying member, Hen is equal to the depth of the carriec member. Otherwise, Hen shall be measureo from the top of the bearing seat to :he top of the carrya g member. 4. Nails: 10d = 0.148" dm. x 3' long, 1 Od x 1 V = 0.146' cia. x 1 W long. See pD. 26- 27 for other nal s zes and irformalon. 241 ir' THJA26 Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left-hand hips (at 45-degree skews), and can be g installed beforebefore or after the h p and jack. Can also o be used for double (terminal) hips. o 0 Material: 14 gauge o 0 0 c o 0 Finish: Galvanized c Installation: Use all specified fasteners, see General Notes. All multiple members must be fastened ram together to act as a single unit. 3Y.' (NP•) Shall be attached to a double girder truss to allow for required minimum nail penetration. THJA26 See footnote 3. Options: These hangers cannot be modified Codes: See p.14 for Code Reference Key Chart Top View Left -Hand Hip Installation Top View Right -Hand Hip Installation LNie' Typical THJA26 Installation Et 4 Top View Terminal Hip without Center Common Jack Fasteners I DF/SP Allowable Loads SPF/HF Allowable Loads Model Carried Code Carrying Member Hip Jack Uplift 160) Floor 10m) I Snow 115) Root 125) Wind 160) Uplift 160) Floor' 100) Snow 115) Roof 125) wind 160) No. Member Ref. Hip 720 2.010 12,310 2,450 2,450 590 1,740 2.000 2,100 2,100 Jack 240 670 110 815 815 195 583 670 700 700THJA2620)16d 6) 10d x 1'12" 4) lOd if 1'h" 1L FFLTotal 960 2,680 3,080 13,265 13,265 785 2,320 2,670 2,800 2,800 1. Upkft bads have been increased for w rid or earthquake load.rlg w th no further ncrease alowee, recuce ut•ere other bads govern. 2. wind (160) is d downk)ad ra'rg. 3. Loads shown are based on a m,nmum (2) 2x6 carrying member. For single 2x carrying members (min. 2x6), use 10d x 1'h' nails and use 0.67 of the table: vak.e. For (2) 2x4 carryng members, multiply the download by 0.50. 4. 16d strikers (0.148' dia. x 31A' Igng) may be substLtcted fcr :he specified -6d commons at 0.85 of the table bad. 5. Tab -Rated hip and lack allowable bads assume tnat 75% of the total loan is d stnbutod to the hip and 25% to :he lack. It 5 pennit'ed to distribute 65% to 85% of the tabuls'ed -ctal bad to the hip, and the remaining percentage of total bad to the lack. The combned hip and tack bad may ngt exceed the publshed Tctal Load. 6. For terminal hips, divide the total albwatle bad by 2 to determine the allowaole bad for each hip. 7. Truss chord cross -gran tension may lirrv: allowable lids in accordance wth ANSVIPI 1 _01 Simpson StrorgTie"' Connector Seleclor software inc des :he evaluation of cress-qran tension in is halter allowable loaes. For additional information, contact S mpson Strong -Tie. 8. Nails: 16d = 0.162' cia x 3112' L:ng, 10d x 1'h' = 0.148" do. x VV long. See pp. 26-27 for other nad s zes and nfcrmatnn. 247 r 11 I VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Requirements OHIO* board_ M (min) IRSouthem Plat; or better, Ratter spans 2C4' or less_ (Al 2x6 SP a2, SPF vVilt OF tR w better a) 26 SO X2, SPF 01/02, DO s2 or ben. P.Am/later l bndna-. 24 9FX2, HF 4; OF a2 or better Sleepers." 24widoh of rester test al) SPF a3 or better 2 perstiq M SPF A Cripples end bloddna-. 24 SPF /3 or better Treat aeler -. See deslab-Southern Pint Material I 1 SECTION CUT PARALLEL TO VALLEY RAFTE AMS)RAFTER 3 t^) R DoBOARD COLLAR BEAM, EVERY THIRD RX61 PAIR OF RAFTERS SLOCIONG Height ,I c.rrl( r'J IWI--+e'-0'MAXSPACING SPACED 24- OCTYPICALONS- 2>4 BL CVJNG (WMre no sheathingPurlin24" GENERAL NOTES Purlins require—2-4— O.C. in absence of plywood sheathing. Tntasas without sheathing applied must be evaluated accordingly. Purtim should owffap sheathing om truss spacing minimum. In casep that this la Impractical, overlap sheathing a minimum of 6", and mq upwards through sheathing into puffin with a minimum of 14d 0.131"x26") common win nabs. 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 hoots) 40'-0" or less Maximum valley height: W-0" ataxhnum mean roof height: 30 fist ASCE 7-05,140 mph, Enclosed, Cat II, Exp 3,1=1.0, Kata1A Cr A Maximum of ASCE 7-10, 190 mph, Enclosed, Exp D, Kxtal.0 7x4 B KIM a TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE Crlpples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. Space the crippas for each row starting from the valleys or sleepers and working Inward to the ridge board so that cripple locations are i { I staggered between rows. O.C. iTyp) TY F PLAN { { { Connection Requirement Notes 1 1. Zx6 rafters to ridge 4 16d toe-neits 12 Attachment can be made directly 2. Cripple to ridge 4 16d to"ails 3 To s or through plywood sheathing 3. Cripple to rafter 416d toe -nails17 by cutting a 2"x6" notch In sheathingnotchIn i 16d face-nalls L e'-o"-TYPICAL 4. Ratter to sleeper or blocking 516d toemlls Rafter to two Zx6 sleepers 416d toe-rwlls S. Sleeper to, 4 16d toe -nail Two 2x6 sleepers to truss 3 I6d toe -nulls each sleeper 6 truss 6. Ridge board to root block 4 I6d toe -rails BEVEL RAFTER CUT AS REO'D FOR PITCH 7, Ridge !ward to tmn 416d toenail O 4 a S. Purrm to (Typ) Truss to blocking 316d toe -nail 416d toe -mils 10. Truss to cripple 416d toe -mall 11, Trust to cripple 416d toe -nails P112. SHEATHIN (d.slgned by others) tyA BLOCIONO iZ. CNppk to outgo 316d toa-mil NOT REOUMO IF SLEEPERS ARE USED) 13. Collar beam to rafter 4 16d toe -nail CRIPPLE, BRACING, & BLOCKING NOTES NOTE: 16d(0.162'4.5•) COMMON NAILS 2x4 continuous tataml restraint (CLR) min. is required for cripples S-0" to 10'.0" long nailed Wf 2-10d (0.1 Y"x7') nails. Or 2x4 "T" or scab minforcirm ant naRod to oat edge of CNpple with 1od (0.12s"x7.0") nails at 6" o.c. "r or scab must be 90% of cri"pp1e length. Cripples over 10'-0' long require two CLR's or both faces wf "T" or sub. Use Suess graced lumber 4 box or common nalls. 44arrow edge of cripple can face ddge or mftsr, as long as the proper number of nags an installed Into ridge board 4nsta0 blocking under rahor If sloapam are not used. Install blocking under cripples It crlpploa fail between lower truss top,chords and lateral bracing is not used Apply all nailing In accordance to current NOS requirements. Nails are common Win nails unless noted othi rwlse. eleSoNhrema. Ks AM FDUW ALL Nora /N T= Xe3 VarOe41TAHTeeFleeOSNTHISNMVDGmAumrtaAcma• - THE IiatA.LMMZ NO. 70061 ; T—ate n4J-e e,nY•wr ae h r.YY.ter, rr"'ei,W uia ar.ryp Ref..Z4 u.{ . taw fl, e lefeet col ef stst O,erp rb _t s.r. MI r+1W..r t .N-9G) Imo. iiMla itrecttrc rr+ v reyrert+v trra. AVMWIa INT.ItA- e"ea ".. t.nPwrry —.v pis sesL untte.,,wwe west., tee elrA erra h..t p iotrty t%dwe core,=earl ewrstnl„p .r,e besj.. a,.1e tru r, eve MeveH, -del rbu fK LPe %— /o.n rtr.pernerrnt t.terel r•atrantys .er FF t axrl tint h.t tle4 ptr list ".ew.. n, a7 ata..p ereile..te. Arwty Or— ti eta F:* STATE, OF •' Q' of onto. u,a peelYat b Irw, Jo.e en/ en tM J.*,% 0.Wa. VWa MtN .Ywr.1w. S •f!' • • Jl aer- ti *— IW 1"A-1 for atm"ra oI.M PWVA,a AwA,e. a r.lr.n eF XIV au,,o Cry wnt, r..,. iK rru ,art aPw+ri. Ar .q 4ew ' i R P, er `A AN rrwef w NgwtrBarr+.en, ero ..t.er rW v.r r.a<s h m,FrAanc. soh AIaVRt L r r.r A.r,aaq, ,` O Sp . rCl er,A ewe rfY aweIP w,rM srQ er ew.r Peon ar1Y,o rat r+.hp kwca a eo[>0— eF a+Feeteerrt 7 Fr Mny ae'te.1,e Y Yr\yr d hew. The ". Wb .^a — w ri rvM,a I L V. a2ut,hpwox•+ a'!v New —Per A,R/IPf t s. s \ fan OA. NCW5 r.r aer. e,Fer,rem tNe ys' P,ryt an r,a urw .e* ellew \ w.PaE .... gt.reaen t i ....tat,et.w sarw A) I( B) TC LL 20 30 40 54 TIC DL 10I20 7 7 BC DL 0 0 0 0 Bc LL 01 0 0 0 TOT LD. 30 50 47 61 DUR FAC. 1 25/115 SPACING, SEE ABOVE REF VALLEY FRAMING DATE 10/ 01/14 DRWG VACNV1801015 lI f Cracked or Broken Member Repair Detall Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces May be Increased for Duration of Load or web member. This design Is valid onlyy for simple ply trusses with 2x4 or 2x6 broken members, No Wore than one break per chord panel and no more than two breaks per truss are allowed. Contact; the truss manufacturer for any repairs that do not comply with this detall, B) Damaged area, 12' max length of damaged section L) Minimum malting distance on each side of damaged area (B) S) = Two 2x4 or two 2x6 side members, same size, grade, and sppecles as damaged member, Applyy one scab per face. Mlnlmum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members using two (2) rows at 4' o.c., rows staggered. Nall Into. 2x6 members using three (3) rows at 4' o,c., rows staggered. Nall using 10d box or gun malls (0,128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detall Is limited to Vlsual grade 41 and MSR grade 1650f. This repair detall 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 wlthln the connector plate area. Broken chord may not support any tie -In loads, Maximum Member Axial Force Member Size L SPF-C I HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 1 3210# Web or Chord 2x6 3535# 3635# 4295# 1 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 43950 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# L OlsU. L IN L L 4' o,c s Ty Ica O+ o + o+ o L L Stagger L Back Face 10d Box (0,128' x 3', min) Nalls, Front Face 2x4 Member _ Double Row Staggered 2x6 Member rl le Row Stagigered Nail Spacing Detail L Mi . • I L I ooVW Ne.. WAS AM fOLLOV ALL NOTE: ON THUS MIAVIN REF MEMBER REPAIRGwrD/a1TAM rWeiN Txit DRAVITO ALL CWTIIACTR] INCLII]DIG THEDUTALLGI], IfvW.' i th. Wk..A :it 11;m 1.1. he..°p..,e i:i.,`i.r ii.l, % Til:ti"'iuiri:,r• :iy DATE 10/01/14 W. c..cs.+wlithur./lws,,w cAK f MO /vf P M'W tt.1 . nctwl ani'nh;:n i: ;,: enerr DRWG REPCHRD1014 YrYMvr •..Kly NMcW. rloY c.IM L.e.WN .Irw /u Nrn.rw t I.tKN .,rvh, I Jf Q cMA Mvc 1. ft b t.11N Per 1 ..C1fvr ]]..T f1.. .osYCJI.. Imlr PI•w t. NOt i o s1 lrvss = It4n a vti ab v w..n ri JWM Br UL., t. rot wN.rMs., Mf.r N .Y..riD. I.M-= Iw sMnswd rl.t. p.dtl.— AN I1IN COMPANY 4o' -.A+a. '1 /*1 "',,Iiul iw ir u.. i. i.".,rc.:nn inilnii i°A:.Mrr n. yr M rr b LOabn . Ar.ay a ,w... A A sn thk r•..hR M W p two ti.Yo Irc.tn . .4— of wWrwirhrYMY WIY Ir r.ln M w TM Ld-b ^ .f w , F4 i•..Y,I 1 ]] cf L.lufant arM fup' . k iM re.pnvMlq of,Fw ry Rsywr Mr• 041'T I I Srct. Earth Fly, Ala 13345 fw I,.r. hlw,rtl.n fI. tNc JJY 0.-1 ALIpo ...1 I,.e.nl rru ....t rrt..rRl s.Ew ..e.Acrwtr , ICO ...xc..f..,rR SPACING 24.0' MAX rl . I jaw SHORING DETAIL RECOMMENDED SHORING DETAIL 1500$. CAPACITY r! POSTS; 4'0" O,G. NOTE: IF PALLETS'OF CONSTRUCTION MATERIAL WEIGHING MORE THAN 500# ARE TO BE PLACED ON FLOOR TRUSSES, SHORING IS REQUIRED, K CONCENTRATED LOAO.DUE TO UPPER FLOOR.CONSTRUCTION MATERIAL. PROVIDE 2'0' CLEARANCE ON-ALL.SIDES'OF A PALLET, MAXIMUM WEIGHT PER PALLET IS, 20000. LOAD MUST 9E SPREAD OVER AT LEAST 2-TRUSSES. NOTE: SEE APPROPRIATE ALPINE'DUW'rNG.FOR LUMSEA. PLATES AND OTHER DATA NOT SHOWN KERE.. sildine Ma(crini 1Vls. NOTE: SHORING MATERIAL ANO LABOR I/2" gypsum bd. 2:2 ptr/ I/Z" TO -INSTALL ANO TO Rl`?MOVE THISlayeriMATERIAL' IS TO BE SUPPLIED 51i 1' gypsum bd, -2.a psfl5(8" Inycr i BY THE CONTRACTOR. R1 8" cane. block- 60 psr/.,8" -Idycr- nasanry brick=38 psr1'4',' Inynr;,,. 2— ,0_ 0 4 0- 0 M .MMUM SUBFLOOR=UNDERL'AYMEN-T .*'.-2000# 0 -2X6 HEADER 04 OR . (2).2X,4X4 `0 UNDER TRUSSES"'WHEN ".SHORING POSTS @-4'0" 0.C.lY IS REQUIRED. a AP R6 . / R v7Z7y, CLEAR SPAN --- - - - ---- P T P— ALPINE SCALEN' 1= 0 0 0 o cr REF DETAIL A= o DATE 05/0/96 c5 r ca o ORW !lCi2396074 C= ALAINE "=ccmmcrl le-d 5hcr'ing, 0e'farl TRUSS 1 9 Y[MMM 111tu, TNs documert has been ekclrowW signed00andseakdtr." a Digtal Sgirw*n. P*od S FL E codes wtheut an signal s{gnah.e rnust be 471, verfkd usng the or*W ekctronc version O GENs'•.•G No. gas ALPINE k oNinacoMANY ATE OF i: 10/26/2018 278 p,.• OR%'Q - AIAL Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone:( 800)755-6001 www alpineitw com i.= SiteInforrratitin: - - - i• S.'4ie• Pae_1'':Qt"=` _. -" •, Y: r; - Customer Carpenter Contractors of America Job Number: N330090 Job Descri tion: 9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Address Job Eri ineerin Design Code: FBC 6th Edition (2017) View Version: FBC 6th Edition (2017) JRef # 1 Wf189750081 Wind Standard ASCE7_10 Roof Load (pdo: 20.00-10.00- 0.00- 5.00 Wind Speed (mph) 150 Floor Load (pso 40 00-10.00- 0 00- 5.00 This package contains general notes pages, 53 truss drawing(s) and 4 detail(s). Item Seal # - ,`. Truss 1 298.18.1533.29600 FT1GE 3 298.18.1533 28960 FT3 5 298.18.1533 29303 FT4A 7 298.18.1533.29415 FT6 9 298 18 1533 29101 FT8 11 298 18 1533 29973 FT10 13 298.18.1533.28961 FT12 15 298 18 1533 30067 Al 17 298 18 1533 29678 A3 19 298 18 1533 29148 A5G 21 298.18.1533 30036 B1G 23 29818.1533.29366 B3 25 298 18.1533 29819 B5G 27 298.18.1533.29443 C1 29 298.18.1533.29209 C3 31 298.18.1533.29273 FG1 Item Seal # Truss. 2 29818.1533.29740 FT2 4 298.181533.29491 FT4 6 298 18 1533 28976 FT5GE 8 1298181533.30099 FT7 10 298.18.1533.29709 FT9 12 298.18.1533.29102 FT11 14 298 18 1533.29459 FT13 16 298.18.1533.29724 A2 18 29818.1533.29599 A4 20 298.18.1533.29818 A6G 22 298A8.1533.29147 B2 24 29818.1533.29414 B4 26 298 18.1533 29367 U G 28 298.18.1533.29882 C2 30 298.18.1533 29881 C4G 32 298.18.1533 29614 FG2 Q, orida Cftificate of Product Approval #FL1999 Printed 10/26/2018 2 25 39 PM r y1NUM%INMl,,,V This document has been ekctwkaly sWed G S F E / and seakd u^ing a r W Sgrub.e. Ported copies wrhau[ an wignal slgnahra must be m • M/j, I vented using the w*W electronic vetslan. No. 648 ALPINE MOTWCOMPAhr ATE OF f 10/26/2018z7s x OR IONAI Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone:(800)755-6001 www alpineitw com Site Information: Page 2: Customer: Carpenter Contractors of America I Job Number- N330090 Job Descn Lion. 9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/O1 Address: Item Seal # Truss 33 298.18.1533 29911 FG3 35 298 18.1533 29693 MG1 37 29818.1533.29647 MV4 39 129818.1533.28913 EJ7 41 298.18.1533 29193 EJ3G 43 298.18.1533 29959 CJ3 45 29818.1533.29912 CJ3A 47 298 18.1533 30005 CJ5L 49 298.18.153329007 CJ1L 51 1298.18.1533 29413 HJ71- 53 1298 18.1533 29178 HJ3 Item Seal # Truss 34 298.18.1533.29786 FG4 36 298.181533.29849 MV6 38 298.181533.29756 MV2 40 298.18.1533.29335 EJ5 42 298.18.1533.29085 CJ5 44 298.181533.28945 CJ1 46 298.181533.29288 EJ71- 48 298.18.1533.29006 CJ3L 50 298.18.1533.29272 HJ7 52 298.18.1533.29960 HJ5 Morida Certificate of Product Approval #FL1999 Printed 10/26/2018 2 25 39 PM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or 1310 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades. W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.org. Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999 Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non -Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the indicated location (Loc). Rw = maximum downward design Reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non -gravity (wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W = Width of non -hanger bearing, in inches Refer to ASCE-7 for Wind and Seismic abbreviations Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest & Paper Association, 1111 19'h Street, NW, Suite 800, Washington, DC 20036; www.afandpa.org. 2. ICC: International Code Council, www.iccsafe.org. 3 Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314, www.tpinst.org. 5 SBCA- Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www sbcindustry co Page 2 of 2 Job Number: N330090 Ply 1 SEON 10275 / T37 SY42 Cust R8975 JRef 1Wfl89750081 9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/Ol Qty 1 FROM JRH DrwNo 298 18 1533 29600 Truss Label: FT1GE Ir + " KM OF 10/25/2018 2 3g4 4 4 4 87'712i"88,11121.8.85 442' S"4 37"174'11"1 6'3"1 1574 43 1 212"8 1'2"8 12"812867'8 7 t Loading Criteria (psf) TCLL 4000 TCDL 1000 BCLL 000 BCDL 500 Des Ld 5500 NCBCLL 1000 Soffit 200 Load Duration 1 00 Spacing 24 0 " T m 1 Y„1 i_- 13,. 123,. 12 1 2 6— -{-- 26—{ 1111 5X3 15X3 =4X4 =3X6 = 4X6 A B C D E F G H I J K 15X3 - 11115X3 11115X3 11115X3 11115X3 11115X3 = 4X4 1111 5X3 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 15 00 It TCDL 4 2 psf BCDL 3 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall Any GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/ 2013) Top chord 4x2 SP 2400f-2 OE Bot chord 02 SP #2 N Webs 4x2 SP #3 Lumber value set 13B" 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 1548 BCFrom 10 plf at 0 00 to 10 plf at 1548 TC 1212 lb Conic. 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 9' 15'7"4 6' - Snow Criteria (Pg, Pf in PSF) Defl/ CSI Criteria Maximum Reactions (Ibs), or'=PLF Pg NA Ct NA CAT NA PP Deflection in loc Udef1 U# Loc R / U / Rw / Rh / RL / W V 202 / 3 / 58 / - / - / 7 2 Pf NA Ce NA VERT(LL) 0 026J999360LuNACsNAVERT(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 Creep Factor 2 0 Wind reactions based on MWFRS V Min Brg Width Req = 1 5 Code / Misc Criteria Bldg Code FBC 6th ed201MaxTC CSI 0 987 V Min Brg Width Req = - TPI Std 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 17 02 02A 1213 21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Camp 1-1 150 -1185 J - K 94 - 662 10/26/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp 0 - 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 1 - N 432 - 62 D - S 67 - 585 N - J 68 - 410 E - R 67 - 589 J - M 144 - 1239 F - Q 67 - 593 M - K 1248 -150 G - P 66 - 572 L - K 7 - 775 H - 0 63 - 555 K - L 178 -1967 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS asses require extreme care in fabricating, handlI shipping, installing and bracing Referoan d follow the latest edition of SCSI (Building mponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporarryy cing per BCSI Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly ached rigid ceiling Locations shown for permanent lateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910 applicabge. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Refer to' wings 160A-Z for standard plate positions ine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the s in conformance with ANSIII PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover patge . . ing this drawing indicates acceptance of professionar engineering responsibilitty solely for the design shown. The sui ability J use of this drawing for any structureisperesponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2_ more information see this iob's Qeneral notes page and these web sites —ALPINE www aipinertw com, TPIII www tpmst orq, SBCA www sbundustry com, ICCwww iccsal ALPINE C0~ 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number. N330090 Ply 1 SEQN 10276 / T41 / SY42 Cust R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 5 FROM JJP DrwNo 298 18 1533 29740 Truss Label: FT2 KM / DF 10/25/2018 6,9„ 6,9„ t 2-6" —{ NP) 4X6 1.5X3 A B 8'9"12 154"12 2'012 r 67' VY12 VY12 4X4 III 1 5X3 III 1.5X3 =1 5X3 C D E F G H T P° SO Q P O N M L K J Loading Criteria (pst TCLL 4000 TCDL 1000 BCLL 000 BCDL 500 Des Ld 5500 NCBCLL 1000 Soffit 200 Load Duration 1 00 Spacing 24 0 " 1112X4 Wind Criteria Wind Std NA Speed NA mph Enclosure NA Category NA EXP NA Mean Height NA ft TCDL NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a NA ft Loc from endwall NA I NA GCpi NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l3B" 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 ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up w 1112X4 15'4"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT NA PP Deflection in loc Udefl L/# Loc R ! U / Rw / Rh / RL W Pf NA Ce NA VERT(LL) 0 119 D 999 360 Q 840 / - / - / - / - 7 2 Lu NA Cs NA VERT(TL) 0 275 D 900 240 J 827 / _ / _ / _ / _ 3 5 Snow Duration NA HORZ(LL) 0 026 B - - Q Min Big Width Req = 1 5 HORZ(TL) 0 043 B J Min Big Width Req = 1 5 Code / Misc Criteria Creep Factor 2 0 Bearings Q & J are a rigid surface Bldg Code FBC 6th ed 201 Max TC CSI 0 773 Bearing Q requires a seat plate TPI Sid 2014 Max BC CSI 0 779 Rep Factors Used Yes Max Web CSI 0 433 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) WAVE VIEW Ver 17 02 02A 1213 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 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp P-O 1130 0 M -L 1747 0 O-N 1755 0 L -K 1130 0 N - M 1917 0 S FQ4 O . \'•ENS 9- .0 NO. 648 t F ++ y1• 4F ccc a jt ORrO'•`' 40 278 AOI `O0 10/26/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A-Q 0 -821 M-F 461 0 A-P 910 0 F -L 0 474 P -B 0 -888 L-G 516 0 B-O 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 Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safely practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections 63, B7 or B10, as applicable AppTy plates to each faceoftruss and position as shown above and on the JointDetails, unless noted otherwise kefer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Buildin -Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI I PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawl or cover page , . 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 anduseofthisdrawing, rng for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. or more information see thisjob's generai notes page and these web sites ALPINE www al ineaw corn, TPI www t insl or , SBCA www sbondustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10277 / T38 / SY42 Cust RR8975 JRef 1Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 7 FROM JJP DrwNo 298 18 1533 28960 Truss Label: FT3 KM / OF 10/25/2018 T T 1 Loading Criteria (psf) TCLL: 4000 TCDL. 10.00 BCLL 000 BCDL 500 Des Ld 55 00 NCBCLL 1000 Soffit 200 Load Duration 1 00 Spacing 240" 1— 2'6" ----{ TYP) 4X6 1 5X3 A B 0 Wind Criteria Wind Std. NA Speed NA mph Enclosure NA Category NA EXP. NA Mean Height NA ft TCDL NA psf BCDL: NA psf MWFRS Parallel Dist NA C&C Dist a NA ft Loc from endwall NA I NA GCpi NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 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"x3",min) Strong back material to be supplied by erection contractor Truss must be installed as shown with top chord up 6,9„ 6,9„ 8'6"8 1 15' 1 "8 1'9„$ T 67' 1' 312 f 1,3„12 {" 2'5„8 III 1 5X3 III 1 3 C DE F G 15' 1 "8 4X6 H Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg. NA CY NA CAT NA PP Deflection in loc L/defl L/# Loc R- / U / Rw / Rh / RL Pf NA Ce NA VERT(LL) 0 112 D 999 360 p 825 / Lu NA Cs NA VERT(TL) 0 239 D 999 240, 1 825 / -- Snow Duration NA HORZ(LL) 0 023 J - - P Min Brg Width Req = 1 5 HORZ( TL) 0 037 B I Min Brg Width Req = - Code / Misc Criteria Creep Factor 2 0 Bearing P is a rigid surface Bldg Code FBC 6th ed 201 Max TC CSI 0 652 Bearing P requires a seat plate TPI Std 2014 Max BC CSI 0 715 72 Rep Factors Used Yes Max Web CSI 0 424 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) WAVE VIEW Ver 17 02 02A 1213 21 A - B 0 -559 E - F 0 - 1944 B- C 0 -1417 F-G 0 -1418 C- D 0 -1845 G -H 0 -557 D - E 0 -1851 No. 648 f 1 f • • ATE OF s`o- 0 278 j0MAL EN 10/ 26/2018 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 DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attached told ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable Apply plates to each face ofptruss and position as shown above and on the Joint -Details, unless noted otherwise Defer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW BuildincLq Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µmVCOMDµtruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawl or cover page .. 2400 Lake Orange Or listing thisdrawingindicatesacceptanceofpr ) essionar engineerinq responsibility solely for the design shown. The suitability Suite 150 and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIlTPI1Sec.2. For more information see this Job's general notes page and these web sites ALPINE www aipmeitw com, TPI www tpinst org, SBCA v sbcmdustry com, ICC www iccsafe org_ Orlando FL, 32837 Job Number: N330090 Ply 1 SEON. 10278 / T40 / SY42 Cust RR8975 JRef lWf189750081 VARIOUS ,9A619A7 ,213MA1213MBi2l3TA/213TB/213SE ,02/ ,R/01 Oty 7 FROM JJP DrwNo 298 18 1533 29491 Truss Label: FT4 KM / DF 10/25/2018 5'6" 5'6" r 1 2,6„ TYP) 610 1' 4"4 14' 8"12 7' 10"8 4X6 = 4X4 1 5X3 =1.5X3 A B C D E F G IF 11 1Q P O N M L K J I Loading Criteria (psf) TCLL 4000 TCDL1000 BCLL 000 BCDL 500 Des Ld 55 00 NCBCLL' 1000 Soffit 200 Load Duration 1.00 Spacing 24 0 " 15X3 —`'^`' 1112X4 Wind Criteria Wind Std NA Speed NA mph Enclosure NA Category NA EXP NA Mean Height NA ft TCDL NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a NA It Loc from endwall NA I NA GCpi. NA Wind Duration NA Lumber 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 " 136" 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 ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up Snow Criteria ( Pg,Pf in PSF) Fig NA Ct NA CAT N/ 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 12(0)/10(0) Plate Type( s) WAVE 14' 8" 12 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0130 D 999 360 VERT(TL) 0 247 D 939 240 HORZ(LL) 0 017 J - - HORZ(TL) 0 024 J Creep Factor: 2 0 Max TC CSI 0 541 Max BC CSI 0 816 Max Web CSI. 0 410 VIEW Ver 17 02 02A 1213 21 G1AS FL46 l ` i No. 648 ATE OF S. 10/ 26/ 2018 A-+ 1112X4 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W Q 803 /- /- /- /- / 7 2 1 791 /- l- I- I- /35 Q Min Brg Width Req = 1 5 1 Min Brg Width Req = 1 5 Bearings Q & I are a rigid surface Bearing Q requires a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A- B 0- 540 D- E 0- 1722 B-C 0 -1367 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- Q 0- 787 E- K 0 456 A- P 861 0 K- F 484 0 P- B 0- 829 F- J 0 837 B- O 483 0 J- G 857 0 O-C 0 -572 G - 1 0 738 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlln shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached radceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as applicab a Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise f7efer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Build inQ_ Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µmy co~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofpro) essionar engineerinq responsibility solely for the design shown. The sui ability Suite 150 and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbcindustry com, ICC www iccsafe org _ _ Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10279 / T49 / SY42 Cust RR8975 JRef 1Wf189750081 VARIOUS ,9A619A7 ,213MA/213MB/213TA/213TB/213SE ,021 ,R/01 Qty 1 FROM JJP DrwNo: 298 18 1533 29303 Truss Label: FT4A KM / OF 10/25/2018 5'6" 7'1"12 11'1"12 1 6" 13'1"4 1 7 8 5'6" 1'7"12 4' 5"$ 2.6„ 1'5"4 + 1,4"8 1712 TYP) 3X6 1111 5X3 1 5X3 = 3X4 III 1 5X3 =1 5X3 A B C D E F G H I T m 1Im1+ T S R Q P O N M L K 15X3 =3X4 11115X3 11115X3 -3X4 IN2X4 1112X4 11' 1 "8 37"4 ---- 14'8"12 - Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Sid NA Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W T 609 / - / - / - / - / 7 2TCDL1000SpeedNAmphPfNACeNAVERT(LL) 0 069 C 999 360 BCLL 000 Enclosure- NA Lu NA Cs NA VERT(TL): 0 151 C 999 240 N 815 / - / - / - / - / 3 5 BCDL 500 Category NA Snow Duration NA HORZ(LL) 0 017 B - - K 251 / 36 I - l - I - / 3 5 Des Ld 5500 EXP NA HORZ(TL): 0 026 B - - T Min Brg Width Req = 1 5 Code / Misc CriteriaNCBCLL1000 Mean Height NA ft Creep Factor 2 0 N Min Brg Width Req = 1 5 Soffit 2 00 TCDL NA psf BCDL NA P Bldg Code. FBC 6th ed 201 Max TC CSI 0 511 K Min Br Width Re 1 5gq = Load Duration 1 00 MWFRS Parallel Dist NA TPI Std. 2014 Max BC CSI 0 715 Bearings T, N. 8 K are a rigid surface Bearing T requires a seat plate Spacing 24 0 " C&C Dist a NA ft 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# 1 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 13B (Effective 611/2013) B - C 0 -891 D - E 0 -683 Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens Comp Chords Tens Comp Lumber value set "l313" uses design values approved 1/30/2013 by ALSC S - R 761 0 P - O 968 0 R-Q 974 0 O-N 413 0 Plating Notes Q - P 972 0 All plates are 3X3 except as noted Maximum Web Forces Per Ply (Ibs) Additional, Notes Webs Tens Comp Webs Tens Camp 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or NNNh,,,,,,,... A - T 0 - 592 D - O 0 - 458 A - S 616 0 O - E 432 0Gunnails (0 128"x3",min ) Strongback material to f •tCEbesuppliedbyerectioncontractor /] S - B 0 - 597 E - N 0 697 Truss must be installed as shown with top chord up `^ C!•"/ f VGN c No. 648 't t ATE f v At 027810/ 26/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlmq shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI SBCA) or to these functions Installers temporary andsafetypracticespriorperformingshallprovidebracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rad ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise Refer to drawings 160A- Z for standard plate positions ALPINE Alpine, a division of ITW Buildinq Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u my couaury truss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofprolessionarengineeringresponsibilitysolelyforthedesignshown. The sui ability drawing, anduseofthisforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. Suite 150 For more information see this ob's general notes page and these web sites ALPINE www al ineitw corn, TPI www t inst or , SBCA w sbandustry corn, ICC w imsafe org Orlando FL, 32837 Job Number: N330090 Ply. 1 SEQN 10280 / T28 / SY42 Cus1NRR8975 JRef 1Wf189750081 VARIOUS , 9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,02/ ,R/01 Qty 1 FROM JJP Drwo 298 18 1533 28976 Truss Label: FT5GE KM / DF 10125/2018 T 90 17 12 17 12 17' —}— 1'4" -- TYP) 3X4 I113X3 A B C 14'8" 12 13'1" 1112 X4 III 2X4 III 2X4 1;12X4 1 : 12X4 III 2X4 1112 X4 D E F G H I J K L 11 p 1474 I r 14'8"12 V Loading Criteria {psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or `=PLF TCLL 40.00 Wind Std ASCE 7-10 Fig NA Ct NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL 10.00 Speed 150 mph Pf NA Ce NA VERT(LL) 0 001 B 999 360 Y• 446 / 32 / 31 /- /- / 175 BCLL 000 Enclosure Closed Lu. NA Cs NA VERT TL 0 003 B 999 240 Risk Category II ( ) Wind reactions based on MWFRS BCDL 500 Snow Duration NA HORZ(LL) -0.000 B - - Y Min Brg Width Req = - Des Ld 5500 Mea C HORZ(TL) 0 000 B Bearing Y is a rigid surface Mean Height 15 00 It Code / Misc Criteria Creep NCBCLL 10 00 P Factor20TCDL4 2 psf Soffit200gCDL30 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 828 Members not listed have forces less than 375#Maximum Gable Forces Per Ply ( Ibs) Load Duration' 1 00 MWFRSParallelDist0toh/2 TPI Std 2014 Max BC CSI 0 038 Spacing 24 0 " C&C Dist a 3 00 It Rep Factors Used Yes Max Web CSI. 0.141 Gables Tens Comp Gables Tens Comp Loc from endwall Any FT/ RT 20(0)110(0) X - B 100 - 742 G - S 69 - 586 GCpi 0 18 Plate Type( s) C - W 69 - 544 H - R 69 - 587 Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 D - V 70 -596 I - Q 70 -583 Lumber E -U 69 -585 J - P 81 -603 F - T 69 - 587 K - 0 69 - 516 Value Set 13B (Effective 6/ 1/2013) Top chord 4x2 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 Bracing Sheathing is required for any long dudinal(drag) forces All connections to be designed by the building designer Special Loads -, 0M11 yX x Lumber Dur Fac =1.00 / Plate Dur Fac =1 00) R, w C Ft TC From 440 plf at000to440plfat1448 iS Ft BC From 10 plf at 0 00 to 10 plf at 1460 y.•'• `• e•• •/fj 1GEN •••.(/C f Plating Notes •• •• I All plates are 1 5X3 exceptasnoted • Wind • No. W _ Wind loads based on MWFRS with additional C&C # • member design Left cantilever is not exposed to wind • OF Additional Notes L` p • v S ulArrPI t 7 for additional bracing O 4. OR, requirements. Bracing tbe PP b y erection contractorfa A{ Truss must be installedas shown with top chord up 40278 AL 10/26/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlm shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilinq Locations shown forpermanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, 87 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise kefer to' ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Building1 Components Group Inc shall not be responsible for any deviation from this drawnno any failure to build the nmv coMvun truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr wing or cover page .. 2400 Lake Orange Dr listing this drawing indicates acceptance of professionar engineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 and use of this drawing for any structureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA w sbundustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10281 / T39 / SY42 Cust RR8975 JRef. 1WI189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Qly 3 FROM JJP DrwNo 298 18 1533 29415 Truss Label FT6 KM _/ _OF 10/25/2018 5'6" I T1O'A 14'5"12 r 5,6„ 1 2,4„4 T 67 8 2'6° t NP) 4X6 1 5X 3 A E T 5 SO 1 III Loading Criteria (psq Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category NA Des Ld 55.00 EXP NA Mean Height NA ft NCBCLL 1000 TCDL NA psf Soffit 200 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing 24 0 " C&C Dist a NA ft Loc from endwall NA I NA GCpt NA Wind Duration NA Lumber 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"xT%min ) Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up 1i- 3"' 2'i III1.5X3 C D Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ 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 12(0)/10(0) Plate Type(s) WAVE 14'5"12 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0150 D 999 360 VERT(TL) 0 330 D 693 240 HORZ(LL) -0 023 G - - HORZ(TL) 0 037 G Creep Factor 2 0 Max TC CSI 0 884 Max BC CSI 0 788 Max Web CSI 0 400 VIEW Ver 17 02 02A 1213 21 S FLF, No. 848 ATE OF i or 00, 0 278 faNA 10/26/2018 4 G Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W O 789 /- /- /- /- /72 H 789/- O Min Brg Width Req = 1 5 H Min Brg Width Req = - Bearing O is a rigid surface Bearing O requires a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A- B 0- 527 D- E 0 -1660 B-C 0 -1339 E -F 0 -1339 C- D 0 -1665 F- G 0 - 526 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 1-1 1049 0 L - K 1665 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A- 0 0- 773 E- J 0 390 A- N 841 0 J- F 460 0 N -B 0 -811 F - 1 0 831 B- M 479 0 1- G 838 0 M-C 0 -585 G-H 0 763 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safely practices prior to performing these functions Installers shall provide temporary, bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsTalledperBCSIsectionsB3, B7 or 910, as applicable AppTy plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW BuildlnoLComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µcn,,,,,,., truss In conformance with ANSIf PI 1, or for handling, shippin?, installation and bracing of,trussesA seal on this drawing or cover page , . 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofppro-fessiona. engineering responsibility solely for the design shown. The suitability Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIrfPI1Sec.2. or more information see this fob's general notes page and these web sites ALPINE www aipmeitw com, TPI www tpinst org, SBCA www sbandusty com, ICC_www iccsafe org_ Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10282 / T15 / SY42 Cust R R8975 JRef 1 Wf189750081 VARIOUS ,9A619A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/O1 Qty 1 FROM JJP DrwNo 298 18 1533 30099 Truss Label- FT7 KM / OF 10/25/2018 10"4 14'5" 12 r 5'6" 24 6'7"8 r 2,6„ TYP) 3X6 1 5X3 III 1 5X3 3X6 A B C D E F G T 90 Ell O N M L K J I H 15X3 =3X4 11115X3 III3X4 1112X4 1112X4 6'1" 8'4"12 j— 14'5" 12 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf 1n PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std NA Fig NA Ct NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W 0 620 / - / - / - / - / 7 2TCDL1000SpeedNAmphPfNACeNAVERT(LL) 0 141 D 692 360 BCLL 000 Enclosure NA Lu NA Cs NA VERT(TL). 0 315 D 428 240 L 288 / - I - / - / - / 8 0 BCDL 500 Category NA Snow Duration NA HORZ(LL) -0 023 G - - H 671- Ld 55 00 EXP NA HORZ L 0 037 GT) O Min Br Width Re 1 5gq = Code / Misc CriteriaNCBDes00 Mean Height, NA ft CreepFactor 2 0 L Min Brg Width Req = 1 5 Soffit 2 00Soffit2 TCDL NA psf BCDL NA Bldg Code FBC 6th ed 201 Max TC CSI 0 747 H Min Brg Width Req = - Load Duration 1 00 psf MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0.798 Bearings 0 & L are a rigid surface Bearings O & L require a seat plate. Spacing 24 0 " C&C Dist a NA ft 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# 1 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 -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 - 427 Bot chord 4x2 SP #1 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 N-M 759 0 K-J 1190 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 3-10d Box or ..rfllaYfl A O 0 M C 143 502Gunnails (0 128"x3",min ) Strongback material to (:y. be supplied by erection contractor J C- /, 605 - A - N 618 0 F - 1 0 -687 Truss must be installed as shown with top chord up .^••.. ••.. '// LEN _ • O N - B 0 -590 1 - G 681 0 B - M 407 29 G - H 0 641 No. $ s f ATE OF ti1,, l . 0Rr9P•a vMAL0278 10/26/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlm shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building functions InstallersComponentSafetyInformation, by TPI ana SBCA) fo'r safety practices prior to performing these shall provide bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall temporarryY have a pro erly910, attached ri41d celllnq Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or as applicable AppTy plates to each face of truss and as shown above and on the Jo1nf-Details, unless noted otherwise Refer toposition drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Buildin4 Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u rrW10Mnurr truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, . 2400 Lake Orange Or listing this drawing indicates acceptance of esstona engineering responsibility solely for the design shown. The suiTabdttypro and use of this r]awing for any structure is fhe responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 or more information see this ob's general notes page and these web sites ALPINE www al inedw corn. TPI www t inst org SBCA www sbondustry com, ICC v iccsafe org Orlando FL, 32837 Job Number. N330090 Ply 1 SEQN 10283 / T30 / SY42 Cust RR8975 JRef 1M189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 2 FROM JJP DrwNo 298 18 1533 29101 Truss Label: FT8 KM / OF 10/25/2018 5'6" r 5,6„ 2'6" --- TYP) 3X4 1 5X3 A B 1 11 7'1"12 11'1"12 16 1 9"1217"8 17'12 4, 1 1'5"4 —}-- 1'4"8 -- 1` 3-12' 1111 5X3 3X4 =4X6 11115X3 =3X4 C D E F GH I EWMA N I I, i 1 I J f[ u r u IV IV'-1 L n J 15X3 III I5X3 11115X3 =3X4 =4X4 =4X4 III2X4 1112X4 11'3"4 3'2" { 14'5"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std NA Pg. NA Ct NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL 1000 Speed NA mph Pf. NA Ce NA VERT(LL) 0 080 J 504 360 S 523 / - / - / - I - / 7 2 BCLL 000 Enclosure NA Lu NA Cs NA VERT(TL) 0 214 J 324 240 M 1340 / - / - / - I - / 3.5 BCDL 500 Category NA Snow Duration NA HORZ(LL) 0 025 1 - - S Min Brg Width Req = 1 5 EXP NA Des 55 00 HORZ TL 0 045 1 M Min Br Width Re 1 5 Mean Height. NA It() NCBC LL 1000 Code / Misc Criteria Creep Factor 2 0 Bearings S & M are a ri9rigid surface TCDL NA psf Soffit 200 gCDL NA psf Bldg Code FBC 6th ed 201 Max TC CSI. 0.886 Bearing S requires a seat I9qpate Load Duration 1 00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0 901 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a NA ft Rep Factors Used Yes Max Web CSI 0 396 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) Wind Duration NA WAVE VIEW Ver 17 02 02A 1213 21 B - C 80 -681 E - F 920 0 Lumber C- D 248 -640 F- G 383 0 D - E 510 - 230 Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #1 Chords Tens Comp Chords Tens CompWebs4x2SP #3 Lumber value set "l3B" uses design values R - Q 627 -4 0 - N 632 -256 approved 1/30/2013 by ALSC Q - P 647 -242 N - M 34 -711 P - O 640 - 248 M - L _ 0 - 868 Plating Notes All plates are 3X3 except as noted Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp Additional Notes 2x6 #3 HEM -FIR or better continuous strongback A- S 0- 504 E- M 0 - 834A-- Attach to each truss where shown with 3-10d Box or p',. uyttlM '+ M R 505 0 M - F 0 - 687 R - B 10 -494 F - L 749 0Gunnails (0 128"x3",min ). Strongback material to be supplied by erection contractor S D - N 0 -731 K - 1 0 523 This truss spaced @ 24 0" oc supports additional f N - E 609 0 concentrated load at right end from 9 00' stud wall A++ ENS y 13 75 PSF) supporting 0-0-0 roof spans with 0-0-0 j + 4* V overhang Roof load 20 00 psf ILL and 7 00 psf DL Truss must be installed as shown with top chord up No. 848 :t ATE OF 1 c AL90278 10/26/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r saety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached ri id ceiling Locations shown forpermanent lateral restraint of webs shall have bracln installed per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW BuildincL Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µ1,,U,, ,VCe truss in conformance with ANSIfTPI 1, or for handling, shippinq, installation and bracing of.trussesA seal on this drawing or cover paqe . , 2400 Lake Orange Or listing this drawing, indicates acceptance of pro) essionaff engineering responsibility solely for the design shown. The suitability g this drawing for is Building Designer ANSUTPI 1 Sec.2. Suite 150anduseofanystructuretheresponsibilityoftheper For more Information see this Job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbcindus" com, ICC www iccsafe org Orlando FL, 32837 Job Number N330090 Ply 1 SEQN 10284 / T36 / SY42 Cust- R R8975 JRef 1 Wfl89750081 VARIOUS ,9A6t9A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R101 Oty 1 FROM JJP DrwNo 298 18 1533 29709 Truss Label. FT9 KM / OF 10/25/2018 5'6" 7'6" 10'3" 12'4" 8 14' 5'6" 2' 2'9" 2'1"8 1'78 F i` 2,6„ — 1 3 12 1 TYP) 3X6 1 5X3 1111 5X3 =4X4 lilt 5X3 1111 5X3 =3X4 A B C D E F G H T 90 1 P 0 15X3 =3X4 III2X4 Loading Criteria (psi) Wind Criteria TCLL 4000 Wind Std. NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 500 Category. NA EXP NA Des Ld 5500 Mean Height NA ft NCBCLL. 1000 TCDL NA psf Soffit 200 BCDL NA psf Load Duration 1 00 MWFRS Parallel Dist NA Spacing 24 0 " C&C Dist a NA ft Loc from endwall NA I NA GCpi NA Wind DurationNA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set '1313" 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 ) Strongback material 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 T11" 7 1111 5X3 =4X4, n i I J III2X4 27' 11 — 1 3'4"15 14' 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf 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 / - / - / - / - / 11 3 HORZ( TL) 0 035 B 1 304- Code / Misc Criteria Creep Factor 2 0 P Min Brg Width Req = 1 5 Bldg Code FBC 6th ed 201 Max TC CSI' 0 561 L Min Brg Width Req = 1 5 TPI Std 2014 Max BC CSI 0 722 K Min Brg Width Req = 1 5 Rep Factors Used Yes Max Web CSI 0 341 I 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 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A- B 0- 386 C- D 0 - 952 B- C 0- 892 D- E 0 - 942 1 i No. 648 ydr ATE OF f• kf Qit•• 1, OR pP• 0111, 0 278 j A14 10/ 26/2018 Maximum Bot Chord Forces Per Ply (Ibs) 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 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporarryy bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 as applicable Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise Refer to' ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIl1 PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, . 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this ob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10285 / T45 / SY42 Cust R R8975 JRef 1 W1`189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,021 ,R/01 Qty 1 FROM JJP DrwNo 298 18 1533 29973 Truss Label: FT10 KM / DF 10/25/2018 5'6" 7'6" 10'4"B 12'3" 14' 5'6" 2' 2'10"B 1'10"8 119" t 2,6„ f` 1'4"8 111 1 3„1 TYP) 4X4 15X3 11115X3 11115X3 =3X6 A B C D E F G H T co N/ Q P O N M L K J I 1 5X3 Ill 5X3 1111 5X3 3X4 Ill2X4 811"4 50"12 14' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 4000 Wind Std NA Pg NA Ct NA CAT NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh I RL I W 0 546 / - / - / - / - / 7 2TCDL1000SpeedNAmphPfNACeNAVERT(LL). 0 132 C 771 360 BCLL 000 Enclosure NA Lu NA Cs NA VERT(TL). 0 253 C 531 240 L 616 I - / - / - / - / 8 0 BCDL 500 Category NA Snow Duration. NA HORZ(LL). 0 037 B - - 1 377 Des Lid55 00 EXP NA 0 055 B Q Min Brg Width Req = 1 5 Code / Misc CriteriaNCBMean1000 MeanHeight NA It TCDL NA psf Creep Factor 2 0 L Min Brg Width Req = 1 5 SoffitSoffit 2 00 BCDL NA psf Bldg Code FBC 6th ed 201 Max TC CSI 0 928 1 Min Brg Width Req = - Load Duration 1 00 MWFRS Parallel Dist NA TPI Std- 2014 Max BC CSI 0 975 Bearings Q & L are a rigid surface Bearings Q & L require a seat plate Spacing 24 0 " C&C Dist a NA ft 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 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 -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 4x2 SP #2 N Chords Tens Comp Chords Tens Comp Webs 4x2 SP #3 Lumber value set "13B" 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- Q 0 -527 D- L 0 -686 2x6 #3 HEM -FIR or better continuous strongback A- P 535 0 J- H 447 0pAttachtoeachtrusswhereshownwith3-10d Box or 00p* g 0 -526 H - I 0 - 380 Gun nails (0 128"x3',min ) Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up ..As .... 1, GENSF'.G' f No. i348 q ATE OF fro; O.t\Qi• k O ONAt0278 10/26/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest editionTPIfunctionsInstallers of BCSI (Building Component Safety Information, by and SBCA) r safely practices prior to performing these shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or at0, as applicable Apply plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Buildinq Components Group Inc shall not be responsible for any deviation from this drawino any failure wingto build the .N OMP- truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr or cover pae 2400 Lake Orange Dr p listingthisdrawingindicatesacceptanceofproesslona, engineering responsibility solely for the design shown. The suit -ability Suite 150 anduseofthisdrawingforanystructureiseresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Far more information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI www t inst or , SBCA www sbandustry com, ICC www imsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10286 / T34 / SY42 Cust R R8975 JRef 1 Wf189750081 VARIOUS ,9A6t9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Oty 1 FROM JRH DrwNo 298 18 1533 29102 Truss Label: FT11 KM / DF 10/25/2018 56.. r- ' 5'6" 216 1'10"8 TYP) 4X4 = 3X4(" 3X3 15X3 =3X3 =-3X3 =1113X6 III3X6 A B C D E F G H T L T m P 0 N M L Kj j J I 15X3 = 3X3 = 3X3 11115X3 11115X3 =3X3 1113X4 11115X3 1112X4 8' 11 "4 2'7" 12 ----i 117' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL- 4000 Wind Std NA Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W P 569 / - / - / - / - / 7 2 TCDL1000SpeedNAmphPfNACeNAVERT(LL) 0 112 C 911 360 BCLL 000 Enclosure NA Lu NA Cs NA VERT(TL) 0 216 C 644 240 K 365 / - I - / - / - / 8 0 BCDL 500 Category. NA Snow Duration NA HORZ(LL) 0 030 B - - G 411 / - I - / - / - / 3 0 Des Ld 55 00 EXP NA HORZ(TL) 0 043 B P Min Brg Width Req = 1 5 Code / Misc Criteria NCBCLL' 10 00 Mean Height NA tt TCDL NA psf CreepFactor. 2 0 K Min Brg Width Req = 1 5 Soffit 2 00 TCDL NA sf pBldg Code' FBC 6th ed 201 Max TC CSI 0 767 G Min Brg Width Req = 1 5 Load Duration 1 00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0 871 Bearings P, K, & G are a rigid surface Bearings P & K require a seat plate Spacing 24 0 " C&C Dist a NA It 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# 1 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 6/112013) C - D 0 -793 F - G 0 -377 Top chord 4x2 SP #2 N D - E 0 - 403 Bot chord 4x2 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) Webs Tens.Comp. Webs Tens Comp Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback tII11116" f=Mir A - P 0 -550 D - K 0 -676 Attach to each truss where shown with 3-10d Box or ywa %i. A - 0 564 0 J - G 562 0 Gun nails (0 128"x3",min ) Strongback material to ti+ O - B 0 -552 be supplied by erection contractor c A±,••• y Truss must be installed as shown with top chord up •• vLJ M r +. r No. 848 f • ya I ati ATE OF r! ct 0 278 10/ 26/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI SBCA) fo'r to these functions. Installers shall temporary andsafetypracticespriorperformingprovidebracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqinstalledperBCSIsectionshave a properly B3, B7 or 1310, as applicable Apply Oates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Build incLComponents Group Inc shall not be responsible for any deviation from this drawing,any failure drawing to build the truss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this or cover page .. 2400 Lake Orange Dr drawing, listingthisdrawingindicates acceptance of pro) essionaf engineering responsibility solely for the design shown. The suitability Suite 150 ispro) forDesigrfer ANSI/TPI 1 Sec.2. anduseofthisanystructureresponsibilityoftheBuildingperFor more information see thisjob's general notes page and these web sites ALPINE www al ineaw com, TPI www tpinst or , SBCA ~ sbcindust com, ICC www imsafe org Orlando FL, 32837 Job Number, N330090 Ply. 1 SEQN 10287 / T31 / SY42 Cust RR8975 JRef 1Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TBI213SE ,02/ ,R/01 Qty 1 FROM JRH DrwNo 298 18 1533 28961 Truss Label. FT12 KM / DF 10/25/2018 101, 4,I2„ 56" 6H1011 9H2' 117" 1'6" 2'8"8 4'0"8 5'4"8 6.8"8 810"8 18'10' 9'8„ 1'6" + 8 21821821821888 3X4(--) 4X4 1113X6 1113X6 A B C D E F G H I J K T 50 T Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 4000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc Udell L/# TCDL 1000 Speed 150 mph Pf NA Ce NA VERT(LL) 0 022 1 999 360 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 076 1 664 240 BCDL 500 Risk Category. II Snow Duration NA HORZ(LL) -0 006 J - - Des Ld 5500 EXP C HORZ(TL) 0.011 J Code / Misc CriteriaNCBCLL1000 Mean Height 15 00 ft TCDL 4 2 psf Creep Factor 2 0 Soffit 2 00 BCDL 3 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 721 Load Duration 1 00 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max BC CSI 0 492 Spacing 24 0 " C&C Dist a- 3 00 ft Rep Factors Used Yes Max Web CSI 0 124 Loc from endwall not in 72 00 it FT/RT 12(0)/l0(0) GCpi 018 Platejype(s) VIEW Ver 17 02 02A.1213 21WindDuration160WAVE Lumber Value Set 13B (Effective 6/l/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 42 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) TC From 380 plf at 0 00 to 380 plf at 11 46 BC From 10 plf at 0 00 to 10 pit at 11.08 TC 235 lb Conic Load at 11 46 Plating Notes r1ti11MM Mt() All plates are 1 5X3 except as noted S F 1 plate(s) require special positioning Refer to eo Vscaledplateplotdetailsforspecialpositioning requirements. O •• G A+ •••• SF ••• Wind Wind loads based on MWFRS No • 648 : 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 ) Strongback material to ATE OF • t` be supplied by erection contractor O••• P -v Truss must be installed as shown with top chord up OR 9.•`' NA160278 irv r"zr'. Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W U' 422 / 34 / 49 / - / - / 111 J 790 /48 /200 /- /- /30 Wind reactions based on MWFRS U Min Brg Width Reg = - J Min Brg Width Reg = 1.5 Bearings U & J are a rigid surface Bearing U requires a seat plate Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp T - B 78 - 499 E - O 51 - 504 C -S 73 -512 F -P 53 -530 D-R 51 -517 N -H 84 -525 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for _permanent lateral restraint of webs shall have bracingInstalled per BCSI sections 83, B7 or 610, as applicable Apply plates to each face otruss and position as shown above and on the Joint -Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Buildingg Components Group Inc shall not be responsible for any deviation from this drawino any failure to build the µcoml ,,, truss in conformance with ANSIfTPI 1, or for handling, shipping, installation and bracing of•trussesA seal on this dr wing or cover page .. 2400 Lake Orange Dr listing thisdrawinggindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 ror more information see this Job's general notes page and these web sites ALPINE w alpineitw com, TPI www t inst or , SBCA www sticindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10288 / T48 / SY42 Cust R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/01 Oty 7 FROM JJP DrwNo 298 18 1533 29459 Truss Label: FT13 KD / WHK 10/25/2018 Loading Criteria (psi) TCLL 4000 TCDL 10.00 BCLL 000 BCDL 5.00 Des Ld 5500 NCBCLL 1000 Soffit 200 Load Duration 1 00 Spacing 24 0 " T 51051 00 56" 7' 1 "4 117' 12 56" 17 4 4'1 "8 2'6" - -{ TYP) 3X6 =3X3 15X3 =3X3 =3X3 11115X3 =3X3 =1.5X3 A B C D E F N M L K J I H ZYA =Iyl III BY'i ='iY'3 ='3Y'3 1 5X3 — ,.-. — ,. 1112X4 1112X4 Wind Criteria Wind Sid. NA Speed NA mph Enclosure NA Category NA EXP NA Mean Height NA ft TCDL NA psf BCDL NA psf MWFRS Parallel Dist NA C&C Dist a NA ft Loc from endwall NA I NA GCpi NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC 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 ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up 117'12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce NA VERT(LL) 0.071 C 999 360 N 611- Lu NA Cs NA VERT(TL) 0 153 C 999 240 H 598- Snow Duration NA HORZ(LL) 0 018 B - - N Min Brg Width Req = 1 5 HORZ(TL). 0 029 B H Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2 0 ' Bearings N & H are a rigid surface Bldg Code FBC 6th ed 201 Max TC CSI 0 547 Bearing N requires a seat plate TPI Std 2014 Max BC CSI 0 721 172 35 Rep Factors Used. Yes Max Web CSI 0 294 Members not listed have forces less than 375# FTIRT 12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp Plate Type(s) WAVE VIEW Ver 17 02 02A 1213 21 A - B 0 - 387 C - D 0 - 973 B- C 0- 895 D- E 0 - 966 6 SENAF+ Lf "°• No. 648 1 • ATE OFIftev 40278 A '11110NAL 10/26/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp M- L 764 0 K- J 973 0 L -K 975 0 1-1 755 0 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A- N 0- 593 E- 1 0 - 605 A-M 617 0 1 - F 595 0 M- B 0- 600 F- H 0 - 549 J -E 422 0 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlln shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached rigqid ceiling Locations shown forDermanent lateral restraint of webs shall have bracing Inslalled per BCSI sections B3, B7 or B10, as applicable Apply plates to each face orttruss and position as shown above and on the Joinf-Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Budd incL Components Group Inc shall not be responsible for any deviation from this drawlno any failure to build the u m cowvun truss In conformance with ANSI TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr wirsg or cover page .. 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofpro) essionar engineering responsibility solely for the design shown. The suitability Suite 150anduseofthisgnawingforanystructureisfheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites ALPINE www al inedw com, TPI www t inst or , SBCA www sbcmdust com, [CC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10236 / T5 COMN Cusl R8975 JRef 1Wf189750081 9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 6 FROM JJP DrwNo 298 18 1533 30067 Truss Label: At KD / DF 10/25/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL. 000 BCDL 1000 Des Ld 4700 NCBCLL 10 00 Soffit. 000 Load Duration 1 25 Spacing 24 0 " 7' 10"9 7' 10"9 15' 22'1"7 7'1"7 T1"7 1. 79..4 7712 7"4 '9 15' Wind Criteria Snow Criteria (Pg,Pf in PSF) Wind Std ASCE 7-10 Pg NA Ct NA CAT W Speed 150 mph Pf NA Ce NA Enclosure Closed Lu NA Cs' NA. Risk Category II Snow Duration NA EXP C Mean Height 23 91 ft Code / Misc Criteria TCDL 4 2 psf BCDL 5 0 psf Bldg Code FBC 6th ed 201 MWFRS Parallel Dist h/2 to h TPI Sid 2014 C&C Dist a 3 00 ft Rep Factors Used Yes Loc from endwall not in 9 00 ft FT/RT 20(0)/l0(0) GCpi 0 18 Plate Type(s)- Wind Duration 1 60 WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) Bid 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 1114X6D 30' 7'2"12 22712 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0100 1 999 360 VERT(TL) 0 383 1 999 240 HORZ(LL) 0 045 H - - HORZ(TL) 0110 H Creep Factor 2 0 Max TC CSI 0 972 Max BC CSI 0 927 Max Web CSI 0 417 30' T 10"9 T 4 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1543 / 430 / 1027 / - / 287 140 F 1543 / 430 / 1027 / - /- / 4 0 Wind reactions based on MWFRS B Min Big 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 VIEW Ver 17 02 02A 1213 21 B - C 977 - 2570 D - E 783 - 1773 C - D 783 -1773 E - F 977 - 2570 p S O .•`' G EN 4" 1 e No. 648 ATE OF f•o- Wawa R 4P•,c, 40 278 '— ;60 At. IN 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 1 - E 413 - 822 D - 1 935 - 383 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporarybracingperBCSIUnlessnotedoyherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro PryattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsalledperBCSIsectionsB3, B7 or 910, as applicable Apply plates to each face of truss and position as shown above and on the Joinf'Details, unless noted otherwise Defer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the ,,,, Co~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essionaengineering responsibility solely for the design shown. The suitability Suite 150 anduseofthisdrawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites _ALPINE www alpinedw com, TPI wine tpinst org, SBCA w sbcindus" com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10237 / T4 / HIPS Cust R R8975 JRef 1 Wf189750081 VARIOUS ,9A619A7 ,213MA/213MB/213TA1213TB/213SE ,02/ ,R/01 Qty 2 FROM JRH DrwNo 298 18 1533 29724 Truss Label: A2 KM / DF 10/25/2018 11 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 6'9"4 6'9"4 10' 10' Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 23 41 ft 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 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 T2 2x4 SP #2 N Bot chord 2x4 SP 2400f-2 OE Webs 2x4 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 13' 17' 6'2"12 4' 4XD6 T2 _ 4E6 30' 5, + 5. 15' 20' Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT. N/ 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 23712 30' 6212 6'9"4 Defl/CSI Criteria PP Deflection in loc Udell U# 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 TIC CSI. 0 451 Max BC CSI 0 449 Max Web CSI 0 243 10, 1' i 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1548 / 433 / 1032 / - / 254 / 4 0 G 1548 /433 /1032/- /- 140 Wind reactions based on MWFRS B Min Brig Width Reg = 1 5 G Min Brg Width Reg = 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 VIEW Ver 17 02 02A 1213 21 B - C 1058 - 2598 E - F 990 - 2227 C - D 990 - 2227 F - G 1057 - 2598 D - E 851 - 1642 O .•. GEIVSF•.•: No. 848 ATE F f• 4r ic••:c O f7 OP•G' 40278 ` OOVAL E 10/26/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - K 2237 - 812 J - 1 1635 - 523 K - J 1635 - 501 1 - 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 1 - F 310 - 508 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) (o'r safPEly practices prior to performing these functions Installers shall provide temporary bracng per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10. as applicable AppTy Oates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW BuildincLqComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µRW11o,,,,,„, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seat on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability Suite Lake and use of thisdrawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this lob's general notes page and these web sites ALPINE w alpineitw com, TPI w tpinst org, SBCA w sbcmdustry com, ICC w iccsafe org_ Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10238 / T3 / HIPS Cust RR8975 JRef 1Wfl89750081 VARIOUS ,9A6/9A7 ,213MAt2i3MB/213TA/213TB/213SE ,02/ ,R/01 Qty 2 FROM JRH DrwNo 298 18 1533 29678 Truss Label A3 KM / DF 1012512018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 10 00 Soffit 000 Load Duration 1 25 Spacing 24 0 " 511 "4 11' 19, 23' 10"2 5' 11 "4 5'0"12 8' 4' 10" 2 10, 10, Wind Criteria Wind Std. ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II 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 ft Loc from endwall not in 9 00 ft GCpi 0.18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N T2 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 W3 2x4 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 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 5DX5 T2 ' z5E5 Snow Criteria (Pg,Pf 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 201 TPI Sid 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE 30' 10, 20' Deft/CSI Criteria PP Deflection in loc L/defl 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 Nf O • ENSF`•f,'C No. 648 's OF '''• i v o, tioj t0 RoP,,, B 278 Ory A 1107=10 111M 30' 6'1"14 10, 30' Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1596 / 671 / 1031 / - 1220 / 4 0 G 1618 /671 /1031/- I- /40 Wind reactions based on MWFRS B Min Brg Width Req = 1 9 G Min Brg Width Req = 1 9 Bearings B R 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 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 1 - 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 1 - F 281 - 378 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly l d ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 e AppTy plates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise Refer to 60A-Z for standard plate positions vision of ITW Build rng Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the lformance with ANSI rI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e. . drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The sui ability 1f this yawing for any structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE IN fIW : OMDMN 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10239 / T2 / HIPS Cust R R8975 JRef 1 Wfl89750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Oty 2 FROM JJP DrwNo 298 18 1533 29599 Truss Label: A4 KM / OF 10/25/2018 9' 15' 21' 30' _ 91 6, 6' i 9 6X6 =4X4 T2 = 6E6 C D 12 T I r o 2 v 1 B i F A G 3X6(A 1) = 6X6 = 6X6 3X6(A 1) 30' 1' 10, 10, 10, 1' 10, + 20' 30' Loading Criteria (psf) 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 L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf. NA Ce NA VERT(LL) 0 083 D 999 360 B 1548 / 659 / 1023/ - / 187 / 4 0 BCLL 0.00 Enclosure Closed Lu NA Cs NA VERT(TL) 0 320 D 999 240 F 1548 / 659 / 1023/ - / - / 4 0 BCDL 1000 Risk Category. II Snow Duration NA HORZ(LL) 0 036 H - - Wind reactions based on MWFRS Des Ld 4700 EXP. C HORZ(TL) 0 087 H B Min Brg Width Req = 1 8 NCBMean Height 22 41 ft Code / Misc Criteria CreepFactor 2 000 F Min Brg Width Reg = 1 8 TCDL 5 2 psf Soffit 0 00 gCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 799Soffit0 Bearings B & F are a rigid surface Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 855 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 262 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall not in 9 00 ft FT/RT 20(0)110(0) Chords Tens Comp Chords Tens Comp GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 B - C 1024 - 2467 D - E 1043 - 2171 C - D 1044 -2171 E - F 1024 -2467 Lumber Value Set 13B (Effective 6/112013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2 OE T2 2x4 SP #2 N Chords Tens Comp Chords Tens Comp Bot chord 2x4 SP #1 Webs 2x4 SP #3 B - 1 2080 - 756 H - F 2080 - 774 Lumber value set "1313" uses design values I - H 2383 - 886 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 member design C - I 517 -124 H - E 517 124 GV 'J Fit Q i • E INY % S No. 648 't ATE OF s• kr pit'•0R QP•4r a0 278 f IVAL 10/26/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition ofr BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions Installers shall provide temporary bracing BCSI Unless have bottom chord shall have apernotedotherwise,top chord shall properly attached structural sheathing and propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10. as applicable AppTy plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Buddi ncL Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the N nw coMa n truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing orlistingthisdrawingindicatesacceptanceofpro) essionar engineering responsibility solely for the design shown. cover page .. 2400 Lake Orange OrThesuitabilitySuite150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. or more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbandustry com, ICC www imsafe org Odando FL, 32837 JRef8975 VAR OUS 9A6/9A7 ,2113MA/213MB/213TA1213TB/213SE ,02/ ,R/01 Oty 1 I FROM JRH 0 / T1 / HIPS I KM DrwNo R298 18 1533 291/ 0180081TrussLabelA5G fl 3'3" 3'3" 1' 6'10"4 6' 10"4 7' 3'9" 11712 + 157 4 L 23' 47 12 4'4"8 1 7'4"12 8X8 = 4X6 III2X4 = 8X8 D E F T2 G Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 0.00 Enclosure Closed BCDL 1000 Risk Category II C Des Ld 47.00 Mean Height 21 91 ftMean NCBCLL 10 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 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 T2 2x6 SP 2400f-2 OE T3 2x4 SP 2400f-2 OE Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 .W2 2x4 SP #2 N W6 2x6 SP #2 N 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 and reactions based on MWFRS 30' 8191, + 7'6" 8 1574 23'1"l2 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA Ct NA CAT NA PP Deflection in loc Udefl 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 / 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)110(0) Plate Type(s) WAVE, HS I VIEW Ver 17 02 02A 1213 21 Special Loads Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) TC From 78 plf at -1 00 to 78 plf at 7.00 TC From 39 plf at 7 00 to 39 plf at 1560 TC From 78 pit at 15 60 to 78 pit at 31 00 BC From 20 plf at 0 00 to 20 plf at 705 BC From 10 plf at 7 05 to 10 plf at 1560 BC From 20 plf at 15 60 to 20 plf at 3000 TC 438 Ib Conc Load at 705 TC 101 Ib Conc Load at 706 TC 237 lb Conc Load at 906,11 06,13 06,15 00 BC 583 lb Conc Load at 705 BC 136 lb Conc Load at 906,11 06,13 06,15 00 BC 1498 lb Conc Load at 15 60 G SENS No. 648 1R • i ATE 4F s ar OR191.•` kr 40278 ` loaA. 10/26/2018 30' 7' 6'10"4 1' 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 3759 / 1365 / - / - / - / 4 0 H 3028 /1149 /- /- /- /40 Wind reactions based on MWFRS B Min Brg Width Req = 3 1 H Min Brg Width Req = 2 5 Bearings B & H 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 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 6803 - 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 - 2360 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 Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached riqid ceilinq Locations shown for permanent lateral restraint of webs shall have bracinQ insalled per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µi,w,oM„U truss in conformance with ANSI/TPI 1, or for han&4 shipping, installation and bracing oftrussesA seal on this drawing or cover page , . 2400 Lake Orange Or listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. Suite 150 IFor more information see thisjob's geneFal notes page and these web sites ALPINE www al ineitw corn, TPI www tipinst or , SBCA www sbondustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10241 / T71HIIPSCust R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 1 FROM HMT DrwNo 298 18 1533 29818 Truss Label. A6G KM / DF 10/25/2018 7' 10'1" 12 15' 19'10"4 23' , 30' 7 3'1"12 + 4'10„4 +' 4,10"4 f 3'1"12 T 7' 6X6 =4X4 1114X4 =4X4 =6X6 C D E T2 F G 6T 12 T io N0 B H13A I 5X8((C2) 1112X4 =SS0712 =4X8=SS0712 1112X4=5X8(C2)) 1 2X4(C2) =2X4(C2) 30' 1' 6'10"4 3'1"12 5' 5' 3'1"12 I 6'10"4 1' i 6'10"4 + 10' + 20' 23'1"12 r 30' Loading Criteria (psi) 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 Udefl U# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed. 150 mph Pf. NA Ce NA VERT(LL) 0 254 E 999 360 B 3047 / 1238 / - / - / - / 4 0 BCLL' 0.00 Enclosure Closed Lu NA Cs NA VERT(TL) 0 985 E 575 240 H -3048 / 1239 / - / - / - / 4 0 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 077 J - - Wind reactions based on MWFRS Des Ld 47 00 C HORZ(TL) 0.188 J B Min Brg Width Req = 2 5 Mea NCBCLL 0 00 Mean Height 21 91 ft Code / Misc Criteria Creep Factor 2 0 H Min Brg Width Req = 2 5 Soffit 000 TCDL 4 2 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 681 Bearings B & H are a rigid surface BCDL 5 0 psf BC CSI 0 621d2014MaxLoadDuration125MWFRSParallelDist0toh/2 TPI StMembers not listed have farces less than 375# Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used- No Max Web CSI 0 729 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall NA FT/RT 20(0)/10(0) Chords Tens Comp- Chords Tens Comp GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE, 18SS VIEW Ver 17 02 02A 1213 21 B - C 2370 - 5870 E - F 2866 - 7185 C - D 2526 -6332 F - G 2526 -6334 Lumber D - E 2866 - 7185 G - H 2372 - 5872 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2 OE T2 2x6 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP 2400f-2 OE Chords Tens Comp Chords Tens Comp Webs 2x4 SP #3 Lt Wedge 2x4 SP #3 Rt Wedge 2x4 SP #3 B - N 5148 - 2055 L - K 6435 - 2578 Lumber value set "1313" uses design values N - M 5121 - 2049 K - J 5123 - 2050 approved 1/30/2013 by ALSC M - L 6434 - 2577 J - H 5150 - 2056 Loading Maximum Web Forces Per Ply (Ibs) 1 hip supports 7-0-0 jacks with no webs Webs Tens Comp Webs Tens Comp Wind N - C 643 -146 L - F 922 - 354 Wind loads and reactions based on MWFRS M"SAMR014VI, C - M 1913 - 752 F - K 642 - 1252 Sit M - D 924 - - 353 K - G 1645 - 751 JJ f D - L 924 - 355 G - J 645 -147 Q••^••••' tea /. } f E - L 545 -856 GEN IQ —I * V" No. 648 ATE OF Pit Q RtpQ'.k t_ i•• lsoNmeNw JOPVAL 40278O10/ 26/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building functions ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these Installers shall provide temporary bracing BCSI Unless have and bottom chord shall have a erly pernotedotherwise,top chord shall properly attached structural sheathing pro attachedriqidceilinqLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3. B7 or 910, as applicable AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW BuildincL4 Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the WnVIo.p Y truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr listing this drawing indicates for the design The acceptanceofpro) essiona engineering responsibility solely shown. suiTability Suite 150 anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www alpmeitw com, TPI w t cost or , SBCA www sbondustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 2 SEQN 10242 / T26 / COMN Cust R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB1213TA1213TBI213SE ,02/ ,R/01 Qty 1 FROM JRH DrwNo 298 18 1533 30036 Truss Label: B1G KM / DF 10125/2018 i — — — 1 2 Complete Trusses Required 5'6"12 10'8" 158..4 21'4" r- 5'6" 12 "i S'1L 5' 1"4 5'6"12 Loading Criteria (psi) Wind Criteria TCLL 20.00 Wind Std ASCE 7-10 TCDL 17.00 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category. II EXP. C Des Ld 4700 Mean Height 15 00 ft NCBCLL 000 TCDL4 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 It Loc from endwall Any GCpi' 0 18 Wind Duration 1 60 Lumber Value Set 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x6 SP 2400f-2 OE Webs 2x4 SP #3 Lumber value set "l3B" 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 Nailnote Nail Schedule 0 128" x3" 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 plf at 1580 TC From 39 plf at 15 80 to 39 plf at 1847 TC From 78 plf at 18 47 to 78 plf at 2233 BC From 20 plf at 0 00 to 20 plf at 1580 BC From 10 plf at 15 80 to 10 plf at 1847 BC From 20 plf at 18 47 to 20 plf at 21 33 BC 3753 lb Conc Load at 15 80 BC 1263 lb Conc Load at 18 47 4x4 D 5'3" 10'8" Snow Criteria ( Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA 21' 4" 5'3" 15,11" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) 0.088 H 999 360 VERT(TL) 0 328 H 999 240 HORZ(LL) 0 019 H - - HORZ(TL) 0 045 H - - Code / Misc Criteria Creep Factor 2 0 Bldg Code. FBC 6th ed 201 Max TC CSI 0 658 TPI Sid 2014 Max BC CSI 0.597 Rep Factors Used No Max Web CSI 0 838 FT/RT 20(0)/ 10(0) Plate Type(s) WAVE VIEW Ver 17 02 02A 1213 21 Wind Wind loads and reactions based on MWFRS S FQ Q i No. 648 r t ATE OF OR, pP.,c, 40 278l kAt 10/ 26/2018 2 110 20'10" 6„ 214" Maximum Reactions ( Ibs) Loc R /U /Rw / Rh /RL /W B 2222 /466 /- /- /- /80 F 4909 / 779 / - / - I - / 8.0 Wind reactions based on MWFRS B Min Big Width Req = 1 5 F Min Big Width Req = 2.0 Bearings B & F are a rigid surface Bearings B & F require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 401 - 2091 D - E 327 - 1863 C - D 328 - 1865 E - F 663 - 4470 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - J 1836 - 342 1 - H 3909 - 573 J - 1 1836 - 343 H - F 3975 - 580 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp D - 1 1416 -173 E - H 2201 - 228 1 - E 338 - 2573 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached told ceiling Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10 as applicable AppTy plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise Defer to'ALPINE drawings 160A-Z forstandardplatepositionsAlpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the r 1w,o,y truss in conformance withANSIgPl1, or for handling, shipping, installation and bracing of.trussesA seal on this dr wing or cover page 2400 Lake Orange Dr listing this drawing indicatesacceptanceofprolessionafengineeringresponsibilitysolelyforthedesignshown. The su,Ability Suite Lake and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this Job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbcindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10243 / T25 / COMN Cust R R8975 JRef 1 Wfl89750081 VARIOUS ,9A6t9A7 ,213MA/213MB/213TA1213TB/213SE ,02/ ,R/01 Qty 1 FROM JLJ DrwNo 298 18 1533 29147 Truss Label: 62 KM / DF 10/2512018 n m Lo 73 Loading Criteria (pso TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 65" 65" 1, 8 8' 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 ft Loc from endwall not in 4 50 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B ( Effective 611/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 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 10'8" + 15,11" 5'3" 5'3" 4X4 D Snow Criteria ( Pg,Pf in PSF) Pg NA Ct NA CAT NF 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 21'4" 5' 4" 13'4" Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0 049 1 999 360 VERT(TL)0186 1 999 240 HORZ(LL). 0 020 H - - HORZ(TL). 0 049 H Creep Factor 2 0 Max TC CSI 0 375 Max BC CSI 0 688 Max Web CSI 0 177 VIEW Ver 17 02 02A 1213 21 1As FLE j No. 648 R STATE OF 40 278 „ f " •'A 10/26/2018 21' 4" 5'S" 1 8' 21.4„ 1' Maximum Reactions (Ibs) Loc R /U /Rw / Rh /RL /W B 1123 /322 /774 /- / 214 /80 F 1123 /322 /774 /- /- / 80 Wind reactions based on MWFRS B Min Brg Width Reg = 1 6 F Min Brg Width Reg = 1.6 Bearings B & F are a rigid surface Bearings B & F require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens Comp B - C 608 -1765 D - E 570 - 1474 C - D 570 - 1475 E - F 608 - 1764 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - 1 1511 -434 H -F 1510 -460 1 - H 1029 - 226 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - 1 225 - 395 D - H 461 -172 1 - D 464 -172 H - E 224 - 395 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached rigid ceiling LocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsTalledperBCSIsectionsB3, B7 or 910 as applicable AppTy plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise Refer to' ALPINE drawings 160A-Z forstandardplatepositionsAlpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µm co~ truss in conformance with ANSI1 PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , . 2400 Lake Orange Dr listing this drawing indicatesacceptanceofprofessionarengineeringresponsibilitysolelyforthedesignshown. The suiTability Suite Lake and use of this drawing, for any structureis the responsibility of the Building Designer per ANSUTPI 1 Sec.2.150 Far more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10244 / T32 / COMN Cust R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB1213TA/213TB/213SE ,02/ ,R/01 Oty 3 FROM HMT DrwNo 298 18 1533 29366 Truss Label: B3 KM / DF 10/25/2018 5'5" 5'5" 10'8" 1 158" 5'3' 5' 4X4D 4X4(A1) — 3xtl 1113AU Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 4700 Mean Height 15 00 ft NCBCLL 1000 TCDL 4 2 psf Soffit 000 BCDL- 5 0 psf Load Duration. 125 MWFRS Parallel Dist 0 to h/2 Spacing 24 0" C&C Dist a 3 00 ft Loc from endwall not in 4 50 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 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 Right end vertical not exposed to wind pressure 15'8" 10'8" 10'8" 5' 15'8" 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 Pf NA Ce NA VERT(LL) 0 018 C 999 360 B 856 /237 /628 /- /169 /8 0 Lu NA Cs NA VERT(TL) 0 086 G 999 240 F 757 /221 /466 I- /- Snow Duration NA HORZ(LL) 0 007 G - - Wind reactions based on MWFRS HORZ(TL) 0 023 G B Min Big Width Reg = 1 5 Code I Misc Criteria Creep Factor 2.0 F Min Big Width Reg = - Bldg Code FBC 6th ed 201 Max TC CSI 0 485 Bearing B is a rigid surface TPI Std 2014 Max BC CSI 0 538 Bearing B requires a seat plate Rep Factors Used Yes Max Web CSI 0 327 Members not listed have forces less than 375# FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s) Chords Tens Comp Chords Tens Con WAVE VIEW Ver 17 02 02A 1213 21 10/26/2018 B - C 430 -1161 D - E 302 - 691 C - D 292 - 711 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp B - G 985 - 436 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - G 265 - 483 E - F 337 - 744 G-E 619 -218 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise Refer to ALPINEdrawings16OA-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the wnwc0Mw,nn truss in conformance with ANSIfTPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pae 2400 Lake Orange Dr listing this drawing indicates acceptance of pro) essiona, engineering responsibility solely for the design shown. The suit -ability Suite Lake and use of this gnawing for any structure is tphe responsibility of the Building Desigrfer per ANSIlTPI 1 Sec.2.150 For more information see thisjob's general notes page and these web sites ALPINE www al ineirw com, TPI www t inst or , SBCA www sbondustry com ICC www iccsafe org Orlando FL, 32837 Job Number, N330090 VARIOUS ,gA6/9A7 ,213MA1213MB/213TA/213TBt2l3SE ,02/ ,R/01 Truss Label: B4 4'11" 4'11" 8' 8' Loading Criteria (psi) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL. 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 4700 Mean Height 15 00 ft NCBCLL 1000 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. not in 4 50 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 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 Ply 1 Oty 1 9' 124" 4'1" i 3'4" 4X6 4X4 D E Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT NI Pf NA Ce NA Lu NA Cs NA Snow DurationNA 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 21' 4" 5' 4" 13' 4" SEON 10245 / T23 / HIPS Cust. R R8975 JRef 1=189750081 FROM JRH DrwNo 298 18 1533.29414 KM / DF 10/2512018 165" 21'4" 41" i 4' 11" Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0 075 D 999 360 VERT(TL) 0 329 E 999 240 HORZ(LL) 0 035 D - - HORZ( TL) 0 051 1 - - Creep Factor 2 0 Max TC CSI 0 390 Max BC CSI 0 682 Max Web CSI 0 150 VIEW Ver. 17 02 02A 1213 21 o cErvS•.!c No. 848 61, ATE OF t a, 0R\ 00 40 278 `OAM-; 8- 2 1' 4" 1 Maximum Reactions ( Ibs) Loc R / U / Rw /Rh /RL / W B 1123 /323 /773 I- /186 / 80 G 1123 /323 /773 /- /- /80 Wind reactions based on MWFRS B Min Brg Width Req = 1 6 G Min Brg Width Reg = 1 6 Bearings B & G are a rigid surface Bearings B & G require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply ( Ibs) Chords Tens Comp Chords Tens Comp B - C 674 -1779 E - F 604 - 1475 C - D 604 -1475 F - G 674 - 1779 D - E 553 - 1173 Maximum Bot Chord Forces Per Ply ( Ibs) Chords Tens Comp Chords Tens Comp B - J 1527 - 500 1 - G 1527 - 526 J-1 1173 -325 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp J - D 393 -121 1 - F 222 - 398 E - 1 390 -121 10/26/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS es require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building lonent Safety Information, by TPI andSBCA) r safety practices prior to performing these functions Installers shall provide temporary tg per BCSI Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly led rigid ceiling Locations shown forpermanentlateralrestraintofwebsshallhavebracingInstalledperBCSIsectionsB3, B7 or 910, plicable Apply plates to each face of truss and position as shown above and on the Join -Details, unless noted otherwise kefer to ngs 160A-Z for standard plate positions a division of ITW Buildin4qComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page . g this drawing indicates acceptance of pro essiona engineering responsibility solely for the de si n shown. The sui ability use of this drawing for anystructureispheresponsibilityoftheBuildingDesignerperANSIrrPI1Sec.2. PIANE ALPINE2400 Lake Orange Dr Suite 150OrlandoFL, 32837 Job Number: N330090 Ply 1 SEON 10246 / T16 / HIPS Cust RR8975 JRef 1Wf189750081 VARIOUS ,9A6t9A7 ,213MA/213MB/213TA1213TB/213SE ,02/ ,R/01 Oty 1 FROM JRH DrwNo 298 18 1533 29819 Truss Label. 13513 KM / OF 10/25/2018 7' 14'4" 21'4" 7' 7'4" 7' C 8 T2 = 6XD6 21'4" 7' 1 "12 6' 10"4 7'4" 1' 7'1"12 14' 21'4" 1 Loading Criteria (psf) TCLL2000 TCDL. 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 000 Soffit 000 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 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 NA GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/112013) Top chord 2x4 SP #2 N T2 2x6 SP SS Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs Left side lacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang Right side jacks have 7-0-0 setback with 0-0-0 cant and 0-0-0 overhang Wind Wind loads and reactions based on MWFRS Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT N/ 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 No FT/ RT 20(0)/10(0) Plate Type(s) WAVE Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT( LL) 0102 H 999 360 VERT( TL) 0 395 H 999 240 HORZ( LL) 0 042 G - - HORZ( TL) 0101 G Creep Factor 2 0 Max TC CSI 0 930 Max BC CSI 0 890 Max Web CSI 0 308 VIEW Ver 17 02 02A 1213 21 s FiEM r'u .r en O EN F' :' f No. 648 ATE 4F P c- 10,, ••* 9 O R1Ot- 0 2781 AIAI 10/ 26/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2135 1617 /- /- I- /80 E 2136 /617 /- /- I- /80 Wind reactions based on MWFRS B Min Brg Width Req = 2 5 E Min Brg Width Req = 2 5 Bearings B & E are a rigid surface Bearings B & E require a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B- C 1112 -3922 D -E 1113 -3913 C - D 956 - 3479 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Como Chords Tens C B - H 3419 - 952 G - E 3412 - 953 H - G 3452 - 953 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - H 802 - 41 G - D 808 - 43 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, 67 or 910, as applicable AppTy Oates to each face oftrussand position as shown above and on the Joinf"Details, unless noted otherwise Refer to ALPINE drawings 160A- ZforstandardplatepositionsAlpine, a division of ITW Buildinq Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µ,, co~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr listing this drawingindicatesacceptanceofproTessionarengineerinqresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this drawing, for anystructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this ob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbandustry com, ICC www imsafe ixg Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10247 / T47 / HIPS Cust RR8975 JRef. 1Wf189750081 VARIOUS ,9A6/9A7 ,213MA1213MB1213TA/213TB/213SE ,02/ ,R/01 Oty 1 FROM JRH DrwNo 298 18 1533 29367 Truss Label: LiG KM / DF 10/25/2018 T Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 7' 7' 9' 16' 2' 7' 5X8 5C5 12 T2 D 1 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 ft Loc from endwall not in 4 50 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2 OE T2 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) TC From 76 plf at -1 00 to 76 plf at 700 TC From 38 plf at 7 00 to 38 plf at 900 TC From 76 plf at 9 00 to 76 plf at 1700 BC From 20 plf at 0 00 to 20 plf at 703 BC From 10 plf at 7 03 to 10 plf at 897 BC From 20 plf at 8 97 to 20 plf at 1600 TC 411 lb Conc Load at 7 03, 897 TC 97 lb Conc Load at 7 06, 8 94 BC 586 lb Conc Load at 7 03, 8 97 Wind Wind loads and reactions based on MWFRS 16' 7'3"8 I 1'612 7' 1 "12 1 7'3"8 8'10"4' 16' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 1890 / 580 / - / - I - / 8 0PfNACeNAVERT(LL) 0 117 G 999 360 Lu NA Cs NA VERT(TL) 0 431 G 688 240 E 1890 / 580 / - / - I - / 8 0 Snow Duration NA HORZ(LL) 0 040 G - - Wind reactions based on MWFRS HORZ(TL) 0 093 G Creep Factor, 2.0 B Min Brg Width Reg = 2 2 E Min Brg Width Req = 2.2Code / Misc Criteria Bldg Code FBC 6th ed 201 Max TC CSI 0 606 Bearings B & E are a rigid surface TPI Std 2014 Max BC CSI. 0 921 Bearings B & E require a seat plate Rep Factors Used Yes Max Web CSI 0 249 Members not listed have forces less than 375# FT/RT 20(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s) Chords Tens Comp Chords Tens Comp VIEW Ver 17 02 02A 1213 21 B - C 1376 - 4578 D - E 1377 - 4566 WAVE C - D 1272 - 4348 5 • FL,F f No. 848 W1 W STATE OF 0 278 A At 10/26/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - H 4269 -1267 G - E 4276 - 1267 H - G 4313 -1270 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C-H 653 -44 G-D 610 -40 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable Apply Oates to each face of truss and position as shown above and on the Joinl9Details, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Buildin4 Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, . 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproTessionaJengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this drawing for any structure is p e responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI www t inst or , SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB1213TA/213TB/213SE ,02/ ,R/01 Truss Label: C1 ih 3 2 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed. 150 mph BCLL 000 Enclosure Closed BCDL. 1000 Risk Category II Des Ld 4700DDes 10 00 EXP C Mean Height 21 95 tt TCDL 4 2 psf Soffit 000 BCDL 5.0 psf Load Duration 1 25 MWFRS Parallel Dist h/2 to In Spacing 24 0 " C&C Dist a 3 00 ft Loc from endwall not in 9 00 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 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 Ply: 1 SEQN 10248 / T18 / Qly 2 FROM JJP 77' 14'4" 77' 77' 1114XB6 14'4" 77' 7.2.. 77- 14'4" Cust R R8975 JRef 1 Wfl89750081 DrwNo 298 18 1533 29443 KM / DF 10/25/2018 Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL W Pf NA Ce NA VERT(LL) 0 016 E 999 360 A 698 / 191 / 453 / - / 142 Lu NA Cs NA VERT(TL) 0 062 E 999 240 C 785 / 223 / 540 I - /- 4 0 Snow Duration NA HORZ(LL) 0 010 E - - Wind reactions based on MWFRS HORZ(TL) 0 023 E A Min Brg Width Req = - Code / Misc Criteria Creep Factor 2 0 C Min Brg Width Req = 1 5 Bldg Code: FBC 6th ed 201 Max TC CSI 0 702 Bearing C is a rigid surface TPI Std 2014 Max BC CSI 0 744 Rep Factors Used Yes Max Web CS] 0 128 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) 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 455 -992 B - C 434 -995 S ftc r4No. E348 6. STATE OF r 90 278 On AL 10/26/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A - E 797 - 268 E - C 797 - 268 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rlpid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face oftrussand position as shown above and on the Joinf-Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page. , 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 SeC.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI www t inst or , SBCA www sbondustry com, ICC v imsafe org Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,021 ,R/O1 Truss Label. C2 2 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL: 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 4700 Mean Height 21 78 ft NCBCLL 1000 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 not in 9 00 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind toads based on MWFRS with additional C&C member design 6'6" 6'6" 6'9"8 6'9"8 Ply 1 Oty 1 i 1'4" 506 z 4X6 B C 14'4" SEON 10249 / T14 / HIPS Cusf RR8975 JRef 1M189750081 FROM JJP DrwNo 298 18.1533 29882 KM / DF 10/25/2018 14'4" 6'6" 7'6"8 14'4" 0 a Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL) -0 015 F 999 360 A 698 / 280 / 454 I - / 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 / Misc Criteria Creep Factor 2 0 D Min Brg Width Req = 1 5 Bldg Code FBC 6th ed 201 Max TC CSI 0 617 Bearing D is a rigid surface TPI Sid 2014 Max BC CSI 0 742 Members not listed have forces less than 375# Rep Factors Used Yes Max Web CSI 0 080 Maximum Top Chord Forces Per Ply (Ibs) FT/RT 20(0)/10(0) Plate Type(s) Chords Tens Comp Chords Tens Comp WAVE VIEW Ver 17 02 02A 1213 21 A - B 478 -1011 C - D 464 -987 B - C 498 - 826 17f.T.1Uz1IE:3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A - F 817 - 292 F - D 793 - 301 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have braclnqq installed per BCSI sections B3, B7 or 610, as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawino any failure to build the wnw co r rr truss in conformance with ANSI/l PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wing or cover page 2400 Lake Orange Dr listing this drawing indicates acceptance of prolessionar engineering responsibility solely for the design shown. The suitability Suite Lake and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this fob's general notes page and these web sites ALPINE www aipineitw com, TPI www test or , SBCA www sbeindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10250 / T10 / SPEC Cusl R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,02/ ,R/01 Qty 1 FROM JJP DrwNo 298 18 1533 29209 Truss Label: C3 KM / DF 10/2512018 Loading Criteria (psf) TCLL 20. 00 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 4'6" 4'6" 4' 9"8 4'9" 8 Wind Criteria Wind Std ASCE 7-10 Speed. 150 mph Enclosure Closed Risk Category II EXP C Mean Height 21. 62 ft TCDL. 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall not in 4 50 ft GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/ 1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 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 77' 8,6„ 2'8" 1,4" 14' 4" 3'6" 12 8'4" 4 Snow Criteria ( Pg,Pf in PSF) Pg NA Ct NA CAT N/ 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 4X4 D Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0 022 C 999 360 VERT(TL) 0 084 C 999 240 HORZ(LL) 0 009 G - - HORZ(TL). 0 021 G Creep Factor 2 0 Max TC CSI 0 450 Max BC CSI 0 451 Max Web CSI 0 182 VIEW Ver 17 02 02A 1213 21 va S FLEA F ;G' No, 648 OF o RroP ti` 0 278j001 At 10/26/ 2018 14'4" 5' 10" Po 14'4" Maximum Reactions ( Ibs) Loc R / U /Rw /Rh / RL /W A 699 / 277 / 450 / - / 119 / 4 0 E 784 1 321 1 538 / - / - / 4 0 Wind reactions based on MWFRS A Min Brg Width Reg = 1 5 E Min Brg Width Req = 1 5 Bearings A & E 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 614 -1106 C - D 596 - 938 B - C 607 - 949 D - E 560 -1031 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 - 268 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPIandSBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standardplatepositionsAlpine, a division of ITW Building_ Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u mvcoMcun truss in conformance with ANSI/ TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptanceofprolessionarengineeringresponsibilitysolelyforthedesignshown. The sui ability and use of this drawing, for any structure isthe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this ob's general notes page and these web sites ALPINE www al ineitw com, TPI v t inst or , SBCA www sbandust com, ICC v iccsafe org Orlando FL, 32837 Job Number. N330090 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Truss Label: C4G Ply 1 Oty 1 SEON 10251 / FROM JRH T9 / HIPS Cust R R8975 JRef 1 Wf189750081 DnwNo 298 18 1533 29881 KM / OF 10/25/2018 2'6" 52" 1 7'8" 1 9'4" 14'4" 2'6„ 12'8" 12'6" 1'8" 5' 4X6 4X6 E F rV M 1 .y3 / 4X6(A2) =4A4 =4A4 IIILA4-4X6(A2) 14'4" 2'9"8 4'10"8 1'6" 4 5'1"12 1' 2'9"8 7'8" 9'2" 4 14'4" 1 Loading Criteria (psf) 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 Udefl U# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf NA Ce. NA VERT(LL) -0 102 J 999 360 B 1471 / 751 / - / - / - / 4 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 383 J 713 240 G 1567 / 835 / - / - / - / 4 0 BCDL 1000 Risk Category II Snow Duration- NA HORZ(LL) -0 027 1 - - Wind reactions based on MWFRS Des Ld 47 00 EXP C HORZ(TL) 0 061 1 B Min Brg Width Req = 1 7 NCBCLL 1000 Mean Height 21 41 ft Code / Misc Criteria Creep Factor 2 0 G Min Brg Width Req = 1.8 Soffit 000 TCDL 4 2 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 563 Bearings B & G are a rigid surface BCDL. 5 0 psf TPI Std 2014 Max BC CSI 0 933LoadDuration125MWFRSParallelDist0toh/2 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a3 00 ft Rep Factors Used Yes Max Web CSI 0 363 Maximum Top Chord Forces Per Ply (Ibs) Loc from endwall not in 4 50 ft FT/RT 20(0)/l0(0) Chords Tens Comp Chords Tens Comp GCpi 0 18 Plate Type(s) Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 B - C 1294 - 2572 E - F 1343 - 2444 Lumber C - D 1232 - 2435 F - G 1527 - 2790 D - E 1534 - 2788 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens Comp Chords Tens Comp. Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values B - K 2241 - 1124 J - 1 2444 - 1343 approved 1/30/2013 by ALSC K - J 3807 -2046 1 - G 2419 - 1316 Special Loads Maximum Web Forces Per Ply (Ibs) Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) Webs Tens Comp. Webs Tens Comp TC From 78 plf at -1 00 to 78 plf at 1533 BC. From 20 plf at 0 00 to 20 plf at 1433 C - K 884 -492 E - J 814 -633 TC 150 lb Conc Load at 2 55 K - D 928 -1564 1 - F 570 -468 TC 438 lb Conc Load at 7 70, 9 301 D - J 793 -1536 BC 68 lb Conc Load at 2 55 —q BC 191 lb Conc Load at 7 70, 9 30 S FL 1rw Wind ..... rn. Ir/iii Wind loads and reactions based on MWFRS Q y •% No. 646 VC ATE OF41 OR% we 41# 40278 AWL 10/ 26/2018 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabncatinq, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forDermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 as applicable AppTy plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise Defer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW BuildincLComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u rWCo~ truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofprofessionalengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 anduseofthisgnawingforanystructureispro) responsibility of the building Designer per ANSIITPI 1 Sec.2. iFor more information see this fob's general notes page and these web sites ALPINE www alpineirw com, TPI www t inst or , SBCA www sbondust com, ]CC www iccsafe org Orlando FL, 32837 Job Number N330090 Ply 2 SEON 10256 / T13 / FLAT Cust RR8975 JRef IM18975GO81 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TBI213SE ,02/ ,R/01 Qty 1 FROM. JRH DrwNo 298 18 1533 29273 Truss Label, FG1 KM / DF 10/25/2018 2 Complete Trusses Required T N 1 Loading Criteria (psf) TCLL 4000 TCDL 1000 BCLL 000 BCDL 500 Des Ld 55 00 NCBCLL 0 00 Soffit 200 Load Duration 1 00 Spacing 240" 5" 3210 L 5'10"15 1 8'8"1 1 10'8"6 12'10" 11 5"? 2'9„1 p 1 2'8„6 1 2'9„2 r 2'0„6 i- 2'1 "l 0 T I 4X1O =5X8 1112X4 A B C 1113X6 2'9"2 2'9"2 Wind Criteria Wind Std NA Speed NA mph Enclosure NA Category NA EXP:NA Mean Height NA ft TCDL NA psf BCDL NA psf MWFRS Parallel Dist. NA C&C Dist a NA It Loc from endwall NA I NA GCpi. NA Wind Duration NA Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2 OE Bot chord 2x6 SP 2400f-2 OE Webs 2x4 SP #3 W2, W9 2x4 SP 2400f-2 OE W4, W7 2x4 SP #2 N Lumber value set "1313" 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 1112X4 =5X8 =5X10 D E F J^IV IV 14 G 1114X6 2'9"10 3'4"10 2'3"10 2'0"2 i 66"11 8'11"5 11714 + 13'3" 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 L 4678 / - I - / - / - / 4 0PfNACeNAVERT(LL). 0 188 C 846 360 Lu NA Cs NA VERT(TL) 0.329 C 615 240 M 5592 / - I - / - / - / 6.2 Snow Duration. NA HORZ(LL) 0 038 A - - L Min Brg Width Req = 1 9 HORZ(TL) 0 052 A Creep Factor 2 0 M Min Big Width Req = 2 3 Bearings L & M are a rigid surfaceCode / Misc Criteria Bldg Code FBC 6th ed 201 Max TC CSI 0 655 TPI Std 2014 Rep Factors Used No FT/RT 20(0)I10(0) Max BC CSI 0 736 Max Web CSI 0 785 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp Plate Type(s) A - B 0 - 3925 D - E 0 - 6173 VIEW Ver 17 02 02A 1213 21WAVE B - C 0 -6168 E - F 0 -3903 C - D 0 - 6243 Special Loads ` Lumber Dur Fac.=1.00 / Plate Dur Fac =1 00) (* 2Y'. TC From 100plf at 000to 100plfat 1325 BC From 10 pit at 000to 10plfat 1325 TC 825IbConc Loadat 017,219,419,619 8 19,10 19,12 04BC789IbConcLoadat654, 8 54,10 69BC671IbConcLoadat1269 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing Additional Notes T tb tlld h tht h d 7Fi STATE OF rho- ag e* G russ mus a ins a e as s own wi op c or up #0 278•^ 10/26/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safely practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properlyattachedrl4idceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingqinstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy Oates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Buildincc_Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the w,ouu truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page.. 2400 Lake Orange DrlistingthisdrawingindicatesacceptanceofproTessionarengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more Information see this job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 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- 1 0 - 672 A- K 4265 0 1- 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 Job Number: N330090 Ply 2 SEON 10257 / T33 / FLAT CustNR R8975 JRef 1 VW189750081 VARIOUS , 9A6/9A7 .213MA/213MB/213TA1213TB/213SE ,021 ,R/01 Oty 1 FROM JJP Drwo 298 18 1533 29614 Truss Label, FG2 KM / OF 10/25/2018 2 Complete Trusses Required 1112X4 A T N 1 5- 1" 87 11 13' 10"8 5' 1" 3'6" 11 62"13 5712 5' 2"12 Loading Criteria (psi) Wind Criteria TCLL 4000 Wind Std ASCE 7-10 TCDL 1000 Speed 150 mph BCLL 000 Enclosure Closed BCDL 500 Risk Category. II EXP C Des Ld 5500 Mean Height 15 00 ft NCBCLL 000 TCDL 4 2 psf Soffit 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 ft Loc from endwall Any GCpr 0 18 Wind Duration 1 60 Lumber Value Set 13B (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 4X4 B 8' 9"12 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA 1112X4 = 4X4 C D 4X4 5' 0"12 3' 6" 11 I 8' 9"7 T 511" 1 13' 10"8 Defl/ CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W H 501 / 196 / 152 I - / - 5 7 VERT(LL) 0 020 G 999 360 VERT( TL) 0 093 G 999 240 F 1740 / 392 / 187 I - / - 180 HORZ( LL) 0 004 A - - E 1227 / 146 / 247- HORZ( TL) 0 011 A - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 H Min Brg Width Req = 1 5 Bldg Code FBC 6th ed 201 Max TC CSI 0 885 F Min Brg Width Req = 1 5 TPI Std 2014 Max BC CSI 0 978 E Min Brg Width Req = - Rep Factors Used Yes Max Web CSI: 0 222 Bearings H 8 F are a rigid surface Bearings H 8 F require a seat plate FTIRT 20(0)/10(0) Plate Type(s) Members not listed have forces less than 375# WAVE VIEW Ver 17 02 02A 1213 21 Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens Comp Webs Tens Comp Truss must be installed as shown with top chord up C - F 153 -406 D - E 109 -392 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 QFWWN rr Special Loads " /tr Lumber Dur Fac =1 00 / Plate Dur Fac =1 00) •' ••••••'^•"./ { TC From 100 plf at 0 00 to 100 plf at 848 • GENS ••. ^ TC From 180 plf at 8 48 to 180 plf at 850 • v TC From 100 plf at 8 50 to 100 plf at 11 33 TC From 390 plf at 11 33 to 390 plf at 1388 + Q,1 p BC From 10 plf at 0 00 to 10 plf at 1388 • SJ ca • BC 1096 lb Conc Load at 11 33 Ilk- Purlins The TC of this truss shall be braced with attached ATE OF f O spans at 24" oc in lieu of structural sheathing • l • L. r Wind .%,,O R` .s•*# 0•'• Wind loads based on MWFRS AI 0 278 „f nAL 10/26/ 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 fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached rl4id ceilinq Locations shown forpermanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, as applicable AppTy Oates to each face ofptruss and position as shown above and on the JoinfDetails, unless noted otherwise Refer to ALPINE drawings 160A- ZforstandardplatepositionsAlpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawino any failure to build the ., Co,,,, truss in conformance with ANSI/1 PI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr wing or cover page .. 2400 Lake Orange Dr listing this drawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 and use ofthis [pawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI www t inst or , SBCA www sbondustry com ICC www iccsafe org Orlando FL, 32837 Job Number N330090 Ply 2 SEQN 10258 / T22 / FLAT Cusl. R R8975 JRef 1 Wfl89750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA1213TB/213SE ,021 ,R/01 Oty 1 FROM JRH Dr 1. 298 18 1533 29911 Truss Label, FG3 KM / OF 10/25/2018 2 Complete Trusses Required 2'10"10 1 5'5"12 1 8'6"3 2'10"10 27 2 13'0"6 4X12 1112X4 =4X4 A B C =4X12 D T7-1 W W1 W2 W7 1Ll Li H G F E 1114X6 = 8X14 =4X12 1113X6 8'6"3 1 2'10"10 1 31"2 2,6"6 r 2'10"10 1 61112 8'6"3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 4000 Wind Std ASCE 7-10 Pg- NA Ct NA CAT NA PP Deflection in lot Udefl U# TCDL 1000 Speed 150 mph Pf NA Ce, NA VERT(LL) 0 056 B 999 360 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 161 B 942 240 BCDL 500 Risk Category II Snow Duration NA HORZ(LL) 0 015 A - - Des Ld 5500 EXP C Mean Height 15 00 ft HORZ(TL) 0 029 A NCBCLL 000 TCDL 4 2 psf Code / Misc Criteria Creep Factor 2 0 Soffit 2 00 BCDL 3 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 860 Load Duration. 1 00 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI: 0.541 Spacing 24 0 " C&C Dist a 3 00 ff Rep Factors Used: Yes Max Web CSI 0.425 Loc from endwall Any FT/RT 20(0)/10(0) GCpi 0 18 Plate Type(s) VIEW Ver 17 02 02A 1213 21WindDuration160WAVE Lumber Wind Value Set 13B (Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP #1 member design Bot chord 2x6 SP 2400f-2 OE Webs 2x4 SP #3 W1, W7 2x6 SP #2 N W2, W6 2x4 SP 2400f-2 OE Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule 0 128"x3" nails Top Chord. 1 Row @ 3 75" o c Bot 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 pit at 0 00 to 450 plf at 5 55 TC From 100 plf at 5 55 to 100 plf at 851 BC From 10 plf at 0 00 to 10 plf at 851 TC373 lb Conc. Load at 1 47, 3 62 TC' 100 lb 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 N, NS FLOC'"° GEN F''•.G' No. 848 A7E OF O. ti..L flR10P•G• 0 278 10/ 26/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W H 6217 /316 /133 /- /- /38 E 3753 /405 /133 /- 1- Wind reactions based on MWFRS H Min Big 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 Como 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 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached raid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 asapplicableApplyOatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise Refer to' drawings 160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIFI PO 1, or for handling, shipping, installation and bracing of•trussesA seal on this drawing or cover page , listing this drawing indicates acceptance of ro-fessionaf engineering responsibility solely for the design shown. The suitability anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec 2. A P NEmrt couourr 2400 Lake Orange Or Suite 150 Orlando FL,32837 Job Number. N330090 Ply 2 SEQN 10259 / T17 / FLAT Cust R R8975 JRef 1 Wfl89750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TBI213SE ,02/ ,R/01 Qly 1 FROM JRH DrwNo 298 18 1533 29786 Truss Label: FG4 KM / DF 10/2512018 2 Complete Trusses Required 1112X4 A =4X4 B TLl to 1 D C 4X4 1112X4 2' 10"12 2'10" 12 2'10" 12 Loading Criteria ( psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL. 4000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL. 1000 Speed 150 mph Pf. NA Ce. NA VERT(LL) 0 001 B 999 360 D 1096 / 139 / 45- BCLL 000 Enclosure Closed Lu NA Cs. NA VERT(TL) 0 002 B 999 240 C 1263 / 188 / 45- BCDL 500 Risk Category II Snow Duration NA HORZ(LL) 0 000 A - - Wind reactions based on MWFRS Des Ld 5500 MeaEXPn C HORZ(TL) 0 001 A D Min Brg Width Reg = - MeD Height 15 00 ft C Min Br Width Re NCBCLL 0 00 Code IMiscCriteriaCreepFactor209q = - TCDL 4 2 psf Soffit 200 BCDL 3 0 psf Bldg Code FBC 6th.ed 201 Max TC CSI 0 750 Load Duration 1 00 MWFRS Parallel Dist' 0 to h/2 TPI Std: 2014 Max BC CSI 0 026 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used. Yes Max Web CSI 0 166 Maximum Web Forces Per Ply (Ibs) Loc from endwall Any FT/ RT 20(0)110(0) Webs Tens Comp Webs Tens Comp GCpi 0 18 Plate Type( s) A -D 95 -540 B - C 98 -624 Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 Lumber Value Set 13B (Effective 6/ 1/2013) Top chord 2x4 SP #1 Bot chord 2x4 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 290 TC 411 Ib Conc Load at 033 TC 790 Ib Conc Load at 233 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 10/26/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached rigid ceiling Locations shownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable Appfy plates to each face oftruss and position as shown above and on the JoinCDetails, unless noted otherwise f7efer to ALPINE Ask drawings 160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the ua Co~ truss in conformance with ANSI/ TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page . , 2400 Lake Orange Dr listing this drawing indicates acceptanceofpro) essiona engineering responsibility solely for the design shown. The sui ability Suite 150 and use of this drawing, for any structure isfhe responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see thisjob' s general notes page and these web sites ALPINE www al inedw corn, TPI www tpinstor, SBCA www sbcindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10252 / T11 / EJAC Cust R R8975 JRef 1 W118975008I VARIOUS ,9A6/9A7 ,213MAt2l3MB/213TA/213TS/213SE ,02/ ,R/01 Qty 1 FROM JRH DnwNo 298 18 1533 29693 Truss Label, MG1 KM / DF 10/25/2018 4X4(A1) Loading Criteria (psg Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL: 17.00 Speed. 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 4700 Mean Height 22.16 ft NCBCLL: 1000 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 It Loc from endwall Any GCpr 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP 2400f-2 OE Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) TC From 78 plf at 0 00 to 78 plf at 700 BC From 10 plf at 0 00 to 10 plf at 700 BC_ 698 lb Conic Load at 2 06, 4 06, 6 06 Wind Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure 7' 4'4"4 27' 12 4'4"4 7' Snow Criteria (Pg,Pf in PSF) Pig NA Ct NA CAT N/ 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 4xA B DeflICSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL VERT(LL) -0 020 D 999 360 A 1212 / 476- VERT(TL) 0 072 D 999 240 C 1498 / 512- HORZ(LL) -0 010 D - - Wind reactions based on MWFRS HORZ(TL) 0 022 D A Min Brg Width Reg = 1 5 Creep Factor 2 0 C Min Brg Width Reg = - Max TC CSI 0 958 Bearing A is a rigid surface Max BC CSI 0 516 W 40 Max Web CSI 0.744 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Como VIEW Ver 17 02 02A 1213 21 1 A - B 530 - 1467 S FL f; i 1 No. 648 ATE OF ram, ft" w e" 0 278 FOA L EN 10/26/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp A - D 1208 - 403 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp D - B 1954 - 645 B - C 453 - 1169 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) (or safety practices prior to performing these functions Installers shall provide temporary obracingperBCSIUnlessnoted herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable AppTy plates to each face of truss and position as shown above and on the Joint-Detatls, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Build in Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u mvcoMveN truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing ofsuitrussesA seal onthisdrawingorcoverpage2400LakeOrangeDrlistingthisdrawingindicatesacceptanceof) essiona engineering responsibility solely for the design shown. The ability and useofthisdrawing, forany structure is p e responsibility of the Building Designer per ANSIITPI 1 Sec.2. Suite 150 For more information see this Job's general notes page and these web sites ALPINE www aipinenw com, TPI www tpmst org, SBCA www sbcmdustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10253 / T44 / VAL Cust R R8975 JRef 1 Wf189750081 VARIOUS ,9A619A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 1 FROM JRH DrwNo 298 18 1533 29849 Truss Label: MV6 KM / DF 10/25/2018 Loading Criteria (psf) Wind Criteria TCLL. 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 4700 Mean Height 22 56 ft NCBCLL 1000 TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist h/2 to h Spacing 24 0" 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 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 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 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 5'11 "8 5'11"8 1 5'11"8 Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg. NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL) NA D' 98 / 24 / 69 /- / 16 / 71 5 Lu: NA Cs NA VERT(TL) NA Wind reactions based on MWFRS Snow Duration NA HORZ(LL) 0 011 C D Min Brg Width Req = - HORZ(TL) 0 026 C Bearing A is a rigid surface Code / Misc Criteria Creep Factor 2.0 Bldg Code FBC 6th ed 201 Max TC CSI. 0 572 Members not listed have forces less than 375# 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 i VIEW Ver 17.02 02A.1213 21 G1AS f No. 648 's f ATE OF s o- 0 278 ,._ AIA` 10/26/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an c7 SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10, as applicable AppTy Oates to each face oftruss and position as shown above and on the JoinfDetails, unless noted otherwise Refer to ALPINE drawings 16OA-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u mvcoMou truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofprolessionarengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this drawing, forany structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see thisjob's general notes page and these web sites ALPINE www aipineitw com, TPI www t inst or , SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number. Ply 1 Cust Jef8975 VARIOUS 9A6/9A7 ,213MA1213MB/213TA1213TB/213SE ,02/ ,R/01 I Qty 1 FROM JRH 4 / T43 / VAL DrwNo R298 18R15331 9649750081 Truss Label: MV4 KM / DF 10/25/2018 W4 1112X4 12 B 3'11"8 -I I_ 3'11"8 r' 3'11"8 it Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 2000 Wind Std ASCE 7-10 Fig, NA Ct NA CAT NA PP Deflection in loc L/defl U# TCDL 1700 Speed. 150 mph Pf NA Ce NA VERT(LL) NA BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) NA BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 003 C Des Ld 4700 EXP C HORZ(TL) 0 007 C Code / Misc CriteriaNCBCLL1000 Mean Height 23 06 ft TCDL 4 2 psf CreepFactor 2 0 Soffit 0 00 TCDL 5 0 psf Bldg Code. FBC 6th ed 201 Max TICCSI 0.231 Load Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max BC CSI 0 184 Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 087 Loc from endwall not in 9 00 ft FT/RT 20(0)/l0(0) GCpi 0 18 Plate Type(s) VIEW Ver 17 02 )2A 1213 21WindDuration160WAVE Lumber Value Set 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 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 Additional Notes Valley truss connection to truss below shall be designed and furnished by others NS FQ No. 648 ATE OF r• 0 278 10/26/2018 Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W D' 97 /22 /67 /- /15 /475 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling.shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary. r BCSI Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 Sle Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise Refer to 60A-Z for standard plate positions Ilne, a division of ITW BuildincL Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the ss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover paqe . mg this drawing,indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitabilityduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. more information see this fob's general notes page and these web sites ALPINE www alpinedw com, TPI www tpinst org, SBCA www sbcindustry com ICC www iccsaf ALPINEI mrt com- 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number' N330090 Ply 1 SEQN 10255 / T42 / VAL Cust R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 1 FROM JJP CorwNo 298 18 1533 29756 Truss Label: MV2 KM / DF 10125/2018 12 6 1112X4 B 4X4( D1) A a CD Loading Criteria ( psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL' 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 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 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 ft Loc from endwall not in 9 00 ft GCpi0 18 Wind Duration. 1 60 Lumber Value Set 13B (Effective 6/ 1/ 2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" 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 1112X4(-') 1- 111 11 "8 { 1' 11" 8 111 "8 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ 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 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL) NA HORZ(LL) -0 000 C HORZ( TL) 0 001 C Creep Factor 2 0 Max TC CSI 0 040 Max BC CSI 0 043 Max Web CSI 0 021 VIEW Ver 17 02 02A 1213 21 p S FCE GEN i No. 648 ATE 4F ; Ant - a •• 4r 90278 + AIAL 10/26/ 2018 Maximum Reactions (lbs), or `=PLF Loc R / U / Rw / Rh / RL / W D' 97 /27 /60 /- 117 /235 Wind reactions based on MWFRS D Min Brg Width Reg = - Bearing A 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 require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable AppTy Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard platepositionsAlpine, a division of ITW BuildincLc Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the .a CoMvnw truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr listing this drawing, indicates acceptance of pro) essiona engineering responsibility solely for the design shown. The su,Tability Suite 150 and use of this drawing for anystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general noteeUa e and these web sites ALPINE www aipineitw com, TPI www tpmst org, SBCA www sbcmdus" com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10264 / T19 / EJAC Cusl R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,02/ ,R/01 Qty 19 FROM RDG DrwNo' 298 18 1533 28913 Truss Label: EJ7 KM / WHK 10/25/2018 Loading Criteria (psg TCLL: 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit. 000 Load Duration 1 25 Spacing 24 0 " T3 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 h/2 to h C&C Dist a 3 00 ft Loc from endwall not in 4 50 It GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 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 Snow Criteria (Pg,Pf in PSF) Fig NA Ct NA CAT. Ni 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 7' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 017 D HORZ(TL) 0 040 D Creep Factor 2 0 Max TC CSI 0 956 Max BC CSI 0 602 Max Web CSI 0 000 VIEW Ver 17 02 01A 1115 21 Additional Notes - Provide (3) 0 131"x3 0", min. toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord k 4 . •' •GENcc'f!cf No. 648 i ATE OF dc••: 40O R1p t k' 10. 40278 A v 1W. 10/ 26/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 436 /94 /349 /- /152 /80 D 136 /13 /106 /- /- /15 C 237 /113 /153 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - 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 DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Budding ComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedrpidceillnqLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicab a Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise kefer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW BuildincqLComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µwM,,,,,,,., truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr IisUng thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www alpineitw corn, TPI _ www tpinst org,SBCA www sbandustry corn, ICC www iccsafe org_ Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10266 / T7 / EJAC Cust R R8975 JRef- 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,021 ,R/01 Oty 2 FROM JJP DnwNo 298 18 1533 29335 Truss Label: EJ5 KM / DF 10/2512018 L 12 6 M O LO CV h B M 1 A D 5' 1' 5' Loading Criteria ( psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL, 1000 Ld 47 00 NCBCLL 1000 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure. Closed Risk Category II C EXPDes Mean Mean Height 2141 ft TCDL 4 2 psf 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 Soffit 000 BCDL 5 0 psf Bldg Code FBC 6th 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 ft Rep Factors Used Yes Loc from endwall not in 4 50 It FT/RT 20(0)/l0(0) GCpi 0 18 Plate Type( s) Wind Duration 1 60 WAVE Lumber Value Set 13B (Effective 6/ l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 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 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA Maximum Reactions ( Ibs) Loc R I U / Rw / Rh / RL W B 341 / 111 / 278 I - / 146 4 0 VERT(TL) NA D 95 / 14 / 73 / - I - 11 5 HORZ(LL) -0 006 D C 165 / 107 / 100 / - / - 1 5 HORZ(TL) 0 013 D Wind reactions based on MWFRS Creep Factor 2 0 B Min Brg Width Req = 1 5 Max TC CSI 0 435 D Min Brg Width Reg = - Max BC CSI 0 294 C Min Brg Width Reg = - Max Web CSI 0 000 Bearing B is a rigid surface. VIEW Ver 17 02 02A 1213 21 4 ENSc. ••..I No. 648 A7E RtwelpP,.* V. 0 278 RIVAL 10/26/ 2018 Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for satPety practices prior to performing these functions Installers shall provide temporarryy bracing per BCSI Unless notedotherwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro Pry attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3, B7 or B10, as applicable AppTy Oates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard platepositionsAlpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the /w COMPA truss in conformance with ANSIlI PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr listing this drawing indicates acceptance ofpro) essionar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing foranystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this Job' s general notes page and these web sites ALPINE www alpineitw com, TPI www tpmst org, SBCA www sbcindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10267 / T29 / EJAC Cust RR8975 JRef 1Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB1213TA/213TB/213SE ,02/ ,R/01 Oty 1 FROM JJP DrwNo 298 18 1533 29193 Truss Label: EJ3G KM / DF 10125/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 10 00 Soffit 000 Load Duration. 1 25 Spacing 240" Wind Criteria Wind Std ASCE 7- 10 Speed 150 mph Enclosure Closed Risk Category. II EXP C Mean Height 21 03 It TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a 3 00 ft Loc from endwall Any GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B ( Effective 5/l/2013) Top chord 2x4 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 plf at 0 00 to 78 plf at 250 BC From 20 plf at 0.00 to 20 plf at 250 BC 147 lb Conc Load at 0 59 Wind Wind loads and reactions based on MWFRS 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 12 B Fr Snow Criteria (Pg, Pf in PSF) Pg NA Ct NA CAT N 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 T co ti 216" 21611 Defl/ CSI Criteria A PP Deflection in loc Udefl U# VERT(LL) NA VERT( TL) NA HORZ( LL) 0 001 C HORZ(TL) 0 003 C Creep Factor 2 0 Max TC CSI 0 151 Max BC CSI 0 173 Max Web CSI 0 000 VIEW Ver 17 02 02A 1213 21 G1 S • FL Z No. 648 a ATE QF s fir A4ORO.010 4r 60Nr s a0 z78 ` DANAL V 10/26/2018 Maximum Reactions (lbs) Loc R /U /Rw / Rh /RL /W A 249 /81 /- /- /- /40 C 49 /2 /- /- /- /15 B 93 /51 /- /- /- /15 Wind reactions based on MWFRS A Min Big Width Reg = 1 5 C Min Big Width Reg = - B Min Big Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPIandSBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling LocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise kefer to ALPINE drawings 160A-Z forstandardplatepositionsAlpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the .—CO~ truss in conformance with ANSIII PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pae 2400 Lake Orange Dr listing this drawing, indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suitability Suite Lake and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this fob's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbandus" com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10268 / T24 / JACK Cust RR8975 JRef 1WfIB9750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/01 Qly 10 FROM JJP DrwNo 298 18 1533 29085 Truss Label: CJ5 KM / OF 10/25/2018 C T 5, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL 2000 Wind Std ASCE 7-10 Fig NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) NA B 341 / 77 1279 / - / 114 8 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL). NA D 95 / 9 / 72 / - I - 1 5 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 006 D C 165 / 79 / 105 / - I - 1 5 Des Ld 47.00 EXP C HORZ(TL) 0 013 D Wind reactions based on MWFRS Mean Height 15 00 ft NCBCLL 10 00 Code / Misc Criteria Creep Factor 2 0 B Min Br Width Re 1 59q TCDL 4 2 psf Soffit 0 00 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 435 D MBWidth Re in rgq = Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std- 2014 Max BC CSI 0.294 C Min Bis Width Req = Bearing B a rigid surface Spacing 24 0 " C&C Dist a 3 00 ft p gRepFactors Used. Yes Max Web CSI 0 000 r Bearing Brequiresaseat plate Loc from endwall not in 4 50 ft FT/RT 20(0)/10(0) GCpi 0 18 Plate Type(s) Members not listed have forces less than 375# Wind Duration 1 60 WAVE VIEW Ver 17 02 02A.1213 21 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 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 womwiM"y1._ G Q S Ft fo N $ Q :•' GEN, 4' No. 648 ATE 4F t' 0 1' pP,a t+ 90278 ` DNAI.; 10/26/ 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 fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) (o'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 1310, as applicable Apply plates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise Defer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Buildinqq Components Group Inc shall not be responsible for any deviation from this drawing,any (allure to build the u mvcom,u truss In conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 and useofthisdrawing, forany structure is p e responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's qeneral notes page and these web sites ALPINE www alpmeitw tom. TPI www tpinst org. SBCA www sbcmdustry com. ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10269 / T21 /JACK CuslNR R8975 JRef 1 Wf189750081 VARIOUS , 9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 13 FROM JJP Drwo 298 18 1533 29959 Truss Label: CJ3 KM / OF 10/25/2018 4" 3 A 2X4( A1) C i 3, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 2000 Wnd Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection In loc Udefl U# TCDL 1700 Speed: 150 mph Pf NA Ce NA VERT(LL)- NA, BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) NA BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 001 D Des Ld 47 00 EXP C HORZ(TL) 0 002 D Code / Misc Criteria NCBCLL1000Mean Height 15 00 R TCDL 4 2 psf Creep Factor 2 0 Soffit 000 BCDL 5 0 psf Bldg Code: FBC 6th ed 201 Max TC CSI: 0 188 Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 097 Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 000 Loc from endwall Any FT/RT 20(0)/l0(0) GCpi 0 18 Plate Type(s) VIEW Ver 17 02 02A 1213 21 WindDuration160WAVELumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 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. G. AS FI f u•r en `I No. 648 ATE OF i o-. 40 27sIp At 10/ 26/2018 T O Ili M I t Maximum Reactions (Ibs) Loc R /U ./Rw /Rh /RL /W B 250 /61 /214 /- /75 /80 D 54 /4 /42 /- /- /15 C 90 /44 /54 /- /- /15 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 es require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building onenlSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary 1g per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ledrigidceilinqLocationsshownforpermanentlateralrestraintofwebsshallhavebracinInsailedperBCSIsectionsB3, B7 or B10 placable AppTy plates to each face oftruss and position as shown above and on the Joinf-Details, unless noted otherwise Refer to ngs 16OA-Z for standard plate positions a division of ITW BuildinQQComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, g this drawing indicates acceptance of rolessronar engineering responsibilittyy solely for the design shown. The sui ability use of thisdrawingforanystructureispro) responsibility of the Building DesigrSer per ANSI/TPI 1 Sec.2. more ALPINE rnrt counary 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number, N330090 Ply 1 SEQN 10271 / T20 / JACK Cust RR8975 JRef 1Wf189750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 16 FROM ROG DrwNo 298.18 1533 28945 Truss Label: CJ1 KD / DF 10/25/2018 Loading Criteria (psf) TCLL 2000 TCDL 17,00 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 4"3 T 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 Any GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 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 12 6 C Snow Criteria (Pg,Pf 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 201 TPI Stoll 2014 Rep Factors Used, Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udefl 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 p S FLE r,N48 SUTE OF r a, Q • •C Q R,O P•r <c, f 0 278 i11YN-0z1ga M 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 194 /64 /186 /- /37 /80 D 9 /10 /14 /- /- /15 C -15 /29 /21 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng 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 require extreme care in fabricating, handlm shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rud ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 as applicable Apply plates to each face of truss and position as shown above and on the JoinT9Details, unless noted otherwise Refer to' drawings 160A-Z for standard plate positions Alpine, a division of ITW Bwldin44Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page, listing this drawing, indicates acceptance of pro essrona engineering responsibility solely for the de si n shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. ALPINE u+mvcouvnrri 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10270 / T46 / JACK Cust RR8975 JRef 1WfIB9750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 City 1 FROM. JJP DrwNo 298 18 1533 29912 Truss Label: CJ3A KM / OF 10/2512018 12 B C 2X4(A1) f- 3' 3' _ I r8 3' 1 " 8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std ASCE 7-10 Fig NA Ct NA CAT. NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed. 150 mph Pf NA Ce NA VERT(LL) NA A 147 / 35 / 108 I - / 71 / 1 5 BCLL 000 Enclosure Closed Lu NA Cs: NA VERT(TL) NA C 60 / 12 / 49 / - / - / 1 5 BCDL 1000 Risk Category. II Snow Duration NA HORZ(LL) -0 002 C B 103 / 65 165 I - / - / 1.5 Des Ld 47 00 EXP C HORZ(TL) 0 004 C Wind reactions based on MWFRS Mean Height 21 16 ft NCBCLL 1000 TCDL4 2 psf Code / Misc Criteria Creep Factor 2 0 Soffit 000 BCDL 5 0 psf Bldg Code FBC 6th.ed 201 Max TC CSI. 0 238 Members not listed have forces less than 375# Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 152 Spacing 24.0 " C&C Dist a 3 00 ft 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 13B (Effective 6/ 1/ 2013) Top chord 2x4 SP #2 N Bot Chord 2x4 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 ww" huve S F ENSF'•• n No. 648 ATE OF fro„ x• OR%'c. aAWL 0 278 10/26/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached riqid ceiling Locations shown forpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise kefer to ALPINE drawings 160A-Z for standard platepositionsAlpine, a division of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this drawino any failure to build the µM ;a,,, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this dr wing or cover page.. 2400 Lake Orange Dr listing this drawing indicates acceptance ofpro-fessional engineering responsibility solely for the design shown. The suitability Suite Lake and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job' s general notes page and these web sites ALPINEwww aipineirw com, TPI www ipinst org, SBCA www sbcindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10265 / T53 / EJAC Cust RR8975 JRef 1Wf189750081 VARIOUS ,9A619A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/O1 Qty 2 FROM JRH DrwNo 298 18 1533 29288 Truss Label, EJ7L KM / OF 10/25/2018 T5 Loading Criteria (psq TCLL 20.00 TCDL 17.00 BCLL 000 BCDL. 10.00 Des Ld 47.00 NCBCLL 1000 Soffit 000 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 15 00 It 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 4 50 ft GCpi 0.18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 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 (3) 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,Pf in PSF) Pg NA Ct. NA CAT N/ 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)/l0(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL) NA HORZ(LL): 0 017 D HORZ(TL) 0 041 D Creep Factor 2 0 Max TC CSI 0 898 Max BC CSI ' 0 585 Max Web CSI 0 000 VIEW Ver 17 02 02A 1213 21 S Ft No. 648 A ATE OF t' o; 0 R%P't k` 40278 1 AIAL! C LO r— N Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 426 /115 /329 /- /101 /80 D 134 112 /103 /- /- /15 C 228 / 97 / 132 / - / - / 1 5 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 D Min Brg Width Reg = - C Min Brg Width Reg = - Bearing B is a rigid surface. Bearing B requires a seat plate Members not listed have forces less than 375# 10/26/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fsafety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply lates to each face of truss and position as shown above and on the Joinl9Details, unless noted otherwise f efer to drawings 160A- Z for s andard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1, or for handlin4 shipping, installation and bracing of trussesA seal on this dr9winq or cover page acceptance of prolessione any structure is fhe respons pe n. The suitability ry com, ICC v imsare ALPINE J1 Co~ 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10272 / T50 / JACK Cust RR8975 JRef 1W1189750081 VARIOUS ,9A619A7 ,213MA1213MB/213TA1213TB/213SE ,021 ,R/01 Oty 4 FROM JRH DrwNo 298 18 1533 30005 Truss Label: CJSL KM / DF 1012512018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL. 000 BCDL 1000 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1.25 Spacing 24.0 " 2X4(A1) 1, 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 ft Loc. from endwall not in 4 50 ft GCpi. 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 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 17 C Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ 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 3 DeFl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 006 D HORZ(TL) 0.014 D Creep Factor 2 0 Max TC CSI 0 403 Max BC CSI 0 286 Max Web CSI 0 000 VIEW Ver 17 02 02A 1213 21 S FL M No. 648 STATE OF i 40278 10/26/2018 In i M N Maximum Reactions (lbs) - Loc R /U /Rw /Rh /RL /W B 333 /92 /263 /- /76 /80 D 94 /9 /71 I- /- /15 C 158 /67 /91 I- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng 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 DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinqqinstalledperBCSIsectionsB3, 87 or 910 as applicable AppTy Oates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µawcournHr truss in conformance with ANSI/? PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150anduseofthisdrawing, for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites ALPINE www aipmeitw com, TPI www t ipnstorg, SBCA www sbcindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10273 / T51 / JACK Cusl RR8975 JRef 1Wfl89750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/01 Oty 4 FROM JRH DrwNo 298 18 1533 29006 Truss Label: CJ3L KM / OF 10/25/2018 Loading Criteria (psf) TCLL 2000 TCDL' 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " A 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 ft Loc from endwall Any GCpi 0.18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 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. 12 4 C 2X4(A1) Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N) 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)/l0(0) Plate Type(s) WAVE 10/26/2018 31 31 t Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 001 D HORZ(TL) 0 002 D Creep Factor. 2 0 Max TC CSI 0 161 Max BC CSI: 0 090 Max Web CSI 0 000 VIEW Ver 17 02 02A 1213 21 T TLO Maximum Reactions (Ibs) Lac R /U /Rw /Rh /RL /W B 244 /71 /201 I- /50 /80 D 53 /4 /40 /- /- /15 C 85 /36 /47 /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng 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 DRAWING IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safely practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq inslalled per BCSI sections B3, B7 or B10, as applicab a Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW BuildinqqComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the _a Co~ truss In conformance with ANSI/TPI 1, or for handllnq, shipping, installation and bracing oftrussesA seal on this drawing or cover page , 2400 Lake Orange DrlistingthisdrawingqindicatesacceptanceofproTessionafengineeringresponsibilitysolelyforthedesignshown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this ob's general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbundustry com, ICC w imsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10274 / T52 / JACK Cust RR8975 JRef: 1 W1189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TAt2l3TB/213SE ,02/ ,R/01 City 4 FROM JRH DrwNo 298 18 1533 29007 Truss Label: CJ1L KM / DF 10125/2018 12 4 C B to 315 A ti D Loading Criteria (psq Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II EXP C Des Ld 47 00 Mean Height 15 00 ft NCBCLL 1000 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 Lumber Value Set 13B ( Effective 6/1/2013) Top chord 2x4 SP # 2 N Bot chord 2x4 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 2X4(A1) 1' 1' - aT i f Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Fig NA Ct NA CAT NA PP Deflection in loc Udell U# Pf NA Ce NA VERT(LL) NA Lu: NA Cs NA VERT(TL). NA Snow Duration NA HORZ( LL). 0 000 D HORZ(TL)' 0 000 C Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TIC CSI 0 159 TPI Sid 2014 Max BC CSI 0 021 Rep Factors Used Yes Max Web CSI 0 000 FT/RT 20(0)/ 10(0) Plate Type(s) WAVE VIEW Ver 17 02 02A 1213 21 O. \••ENS '. No. 648 ATE OF roc 4, k.•( OR1 P` 0 278 v NA L 10/ 26/ 2018 Maximum Reactions (Ibs) Loc R /U /Rw / Rh /RL /W B 189 /85 /172 I- /25 /80 D 8 /10 /15 I- /- /15 C -15 /25 /22 I- /- /15 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 Trusses require extreme care in fabricating, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom Chord shall have a propperly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to ALPINE drawings 160A-Z forstandardplatepositionsAlpine, a division of ITW Buildinq Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u my coMcu truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page . , 2400 Lake Orange Dr listing this drawing indicatesacceptanceofproTessionarengineeringresponsibilitysolelyforthedesignshown. The suitability Suite Lake and use of this gnawing for any structure is p e responsibility of the Building Designer per ANSI1TPI 1 Sec.2.150 For more information see this job's general notespage and these web sites ALPINE www alpinedw cam, TPI www tpinst org, SBCA www sbondustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply. 1 SEQN 10260 / T8 / HIP_ Cusl RR8975JRef 1Wfl89750081 VARIOUS ,9A6/9A7 ,213MA/213MB1213TA/213TB/213SE ,02/ ,R/01 Qty 5 FROM, HMT DnvNo 298 18 1533 29272 Truss Label. HJ7 KM / DF 10/2512018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 000 Soffit 000 Load Duration 1 25 Spacing 24 0 " L — 1' 5" Wind Criteria Wmd 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 ft 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 2x4 SP 2400f- 2 OE Webs 2x4 SP #3 Lumber value set " 136" 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 5'3" 5 + 9110"1 5'3" 5 4'611 9'2"2 97 2 Snow Criteria (Pg, Pf in PSF) Fig NA Ct NA CAT N/ 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 No FT/ RT 20(0)/10( 0) Plate Type(s) WAVE Defl/ CSI Criteria PP Deflection in loc L/ defl L/# VERT(LL) 0 034 F 999 360 VERT(TL) 0133 F 999 240 HORZ(LL) 0 008 C - - HORZ(TL) 0 021 C Creep Factor 2.0 Max TC CSI 0 860 Max BC CSI 0 462 Max Web CSI 0 354 VIEW Ver 17 02 02A 1213 21 O .• EIVS••••G' No. 648 ATE OF roc k%•: OR19 1 0 278 DAWL 10/26/ 2018 IC i 9'10'1 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh / RL /W B 425 I125 I- /- /- /106 E 447 160 I- / 0 / 0 / 1 5 D 302 /151 /- /- /- /15 Wind reactions based on MWFRS B Min Brg Width Reg = 1 5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# 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 WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPIandSBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri41d ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standardplatepositionsAlpine, a division of ITW But ncL4 Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the An nwcoMPArc truss in conformance with ANSI/ TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawl or cover pa e Ability 2400 Lake Orange Drlisting this drawingg indicates acceptanceofpro) essionar engineering responsibility solely for the design shown. The sui ability Suite Lake and use of this c7rawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this 1ob's general notes page and these web sites ALPINE www alpinenw com, TPI www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply1 SEQN 10261 / T54 / HIP_ Cust R R8975 JRef 1 Wfl89750081 VARIOUS , 9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,021 ,R/Ot Qty 2 FROM JRH DrwNo 298 18 1533 29413 Truss Label: HJ7L KM / OF 10/25/2018 3 15 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 000 Soffit 000 Load Duration, 1 25 Spacing 240" 1' 5" 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 ft 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 2x4 SP 2400f-2 OE Webs 2x4 SP #3 Lumber value set " 1313" uses design values approved 1/3012013 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 54" 11 9110,11 64" 11 4' 5" 5 A] i1 9'0" 8 9119 1 9'0"8 9' 10'1 Snow Criteria (Pg,Pf in PSF) DeFl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W G 416 / 128 / - 1- /- / 10 6 Pf NA Ce NAVERT(LL) 0 040 C 999 360 Lu. NA Cs. NA VERT(TL) 0 152 C 999 240 E 445 / 64 / - / 0 / 0 / 1 5 Snow Duration. NA HORZ( LL) 0 008 F , - D 287 / 151 / - /- /- / 1 5 HORZ(TL) 0 020 F Creep Factor 2 0 Wind reactions based on MWFRS G Min Brg Width Req = 1 5 Code / Misc Criteria BldgCode' FBC 6th ed 201 Max TC CSI 0 781 E Min Brg Width Req = - TPI Sid 2014 Max BC CSI 0 493 D Min Brg Width Req = - Rep Factors Used No Max Web CSI 0 419 Bearing G is a rigid surface Bearing G requires a seat plate FT/RT 20(0)/ 10(0) Plate Type(s) Members not listed have forces less than 375# VIEW Ver, 17 02 02A 1213 21 WAVE Maximum Top ChordForces Per Ply (Ibs) Chords Tens Comp B - C 453 -1049 G S FLE No. 648 ATE 40278 10/26/ 2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp B - F 1019 -431 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp C - F 454 -1072 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPIandSBCA) r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a pro erly attached ngld ceiling LocationsshownforpermanentlateralrestraintofwebsshallhavebracinInstalledperBCSIsectionsB3, B7 or 910, .41611141 as applicable Apply platestoeachfaceoftrussandpositionasshownaboveandontheJoinl9Details, unless noted otherwise 1'2efer to ALPINE drawings 160A-Z forstandardplatepositionsAlpine, a division of ITW Buildingq Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page. I. 2400 Lake Orange Dr listing this drawing, indicatesacceptanceofpproTessionarengineerinqresponsibilitysolelyforthedesignshown. The suiTability Suite Lake and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinsl org, SBCA www sbondustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10262 / T12 / HIP_ Cust R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/01 Oty 2 FROM JRH DrwNo 298 18 1533 29960 Truss Label' HJ5 KM / OF 10/2512018 C 3 i T0"2 TO" 2 it Loading Criteria ( psi) 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 L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf. NA Ce NA VERT(LL). NA B 235 / 100 /- /- /- / 4 9 BCLL. 000 Enclosure Closed Lu NA Cs NA VERT(TL) NA D 96 /- / 18 / - / - / 1 5 BCDL. 1000 Risk Category II Snow Duration NA HORZ(LL) 0 013 D C 273 / 165 /- / - / - / 1 5 Des Ld 4700 EXP C HORZ(TL) 0 033 D Wind reactions based on MWFRS NCBCLL 000 Mean Height 21 40 ft TCDL 4 2 psf Code / Misc Criteria Creep Factor 2 0 B Min Brg Width Req = 1 5 Soffit 0 00 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 992 D Min Brg Width Req = Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 509 C Min Brg Width Req = Bearing B Is a rigid surface Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used No Max Web CSI. 0 000 Loc from endwall NA FT/ RT 20(0)/10(0) Members not listed have forces less than 375# GCpi 0 18 Plate Type( s) Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 Lumber Value Set 13B (Effective 6/ 1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SIP #2 N Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 4-11- 8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS Additional Notes ggflll"Mmilin'tow rrraaa Provide (3) 0 131"x3. 0", min toe -nails at top chord S Ft Provide (2) 0 131"x30", min toe -nails at bottom chord e AI GEINS o * •' •••• N0. 648 ATE OFr c . C 0 R1pP,r C' jOMAI. 40 278 10/26/ 2018WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and brang Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPIandSBCA) fo'ci r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached n Id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable App y plates to each face oitruss and position as shown above and on the JoinCDetails, unless noted otherwise Refer to ALPINE IAAh drawings 160A-Z for standard plate positions Alpine, a division of ITW Build incc_T Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the "FV 00.1 ", truss in conformance with ANSI/ TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , . 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro) essionar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thiJob' s general notes page and these web sites ALPINE www aipineaw com, TPI www ipinst org, SBCA www sbandus" com, ICC www imsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10263 / T27 / HIP_ Cust RR8975 JRef 1Wfl89750081 VARIOUS ,9A619A7 ,213MA/213MB/213TA1213TB/213SE ,02/ ,R/01 Qty. 1 FROM. JJP DrwNo 298 18 1533 29178 Truss Label: HJ3 CH / DF 10/25/2018 1'5" Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 1700 Speed. 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II C Des Ld 4700 Mean Height 20 77 It 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 It Loc from endwall NA GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/l/2013) Top chord 2x4 SIP #2 N Bot chord 2x4 SP #2 N Lumber value set "'I 3B" 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 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 12 C 2X4(A1) 3' 5" 11 3'5" 11 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Pf NA Ce NA VERT(LL) NA LuNA Cs NA VERT(TL) NA Snow Duration NA HORZ(LL) 0 000 D HORZ( TL) 0 001 D Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 080 TPI Std 2014 Max BC CSI 0 040 Rep Factors Used No Max Web CSI 0 000 FT/ RT 20(0)/10(0) Plate Type(s)' WAVE VIEW Ver 17 02 02A 1213 21 10/ 26/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 92 /42 /- I- /- /49 D 19 /- /5 I- /- /15 C 57 /34 /- /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Beanng B is a rigid surface Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin insalled per BCSI sections B3, B7 or B10, as applicable AppTy plates to each face oftruss and position as shown above and on the Joinf9Details, unless noted otherwise Refer to ALPINE drawings 160A- ZforstandardplatepositionsAlpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µrtw co v r<r truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr . listing this drawingindicatesacceptanceofpro) essionar engineering responsibility solely for the design shown. The sui ability and use ofthisdrawing, for anystructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www alpineaw corn, TPI www tpmst org, SBCA www sbcmdustry corn, ICC www iccsafe org Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-101 160 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 Ori 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 moh Vinci Sneed. 15' Mean Heloht. Partially Enclosed. Fxnosure D. K7t = 1.00 S 2 x 4 Brace Gable Vertical pacing Species Grade No Braces 1) lx4 'L' Brace 1) 2.4 'L' Brace 2) 2x4 'L' Brace Sim 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 f 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P F 3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' o Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' Ql 1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' J S P 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' 9' 5' 3' 5' 7' 6' 11' 7' S' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' U IDFL Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' Ill 9' 8' 10' 4' 13' V 14' 0' U 1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13, 11' 14' 0' 14' 0' 14' 0' S P F 3 4' 2' 7' V 7' 9' 8' 9' 9' 1' 10' 5' 10, 10' 13' 9' 14' 0' 14' 0' 14' 0' i U u r Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10' 13' 9' 14' 0' 14' 0' 14' 0' O I r Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' I1' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' D F L 3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10' 11' 10' 12' 7' 14' 0' 14' 0' d rSPr 1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Lf U u F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O I Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' V 8' 5' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 1 7' 4' 7' 10' 9' B' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 9' 7' 4' 7' 10' 9' B' 10' V 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 11 Standard 4' 7' 6' 6' 6' 11' 8' 6' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group At S ruce-Pine-Fir Hen -Fir 01 / #2 Standard 1 #2 1 Stud 3 1 Stud ji #3 iStandordi Dou las Fir -Larch Southern Pinew• N3 #3 Stud Standard--] [SEt.nd.arcl Group Bi Hen -Fir 1 L Btr kl Dou las Flr-Larch Southern Pine•.. NS #1 2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load), Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. lymn About[ Attach 'L' braces with 10d (0.128'x3.0' min) Halls, K For (1) 'L' brace- space nails at 2' o.c. able Truss In 18' end zones and 4' o.c. between zones. Diagonal brace option- K Wor (2) 'L' braces, space nails at 3' o.c. vertical length may be I T In 18' end zones and 6' o.c. between zones. doubled when diagonal e IB' K L' bracing must be a minimum of 130% of web brace Is used. Connect I I member length. diagonal brace for 600# L' L at each end. Max web I Brace I+ Gable Vertical Plate Sizes total length Is 14'. I I WX Vertical Length No S lice 2x6 DF-L #2 or Less than 4' 0' *X better diagonal r Greater than 4' 0', but 3%4 Vertical length shown bracer singleg 8' K less than Il' 6' Greater than 11' 6' 4X4 In table above. 45' or double cut as shown) at a era Refer to common truss design for upper end. upp peak, splice, and heel plates. nt u Be ng Refer to the Building Designer for conditionsConnectcilagona-17 at midpoint of vertical web. 41 Refer to chart bo fo VPLX vpjzticat ejen t not addressed by this detail. wwWARN[D1GI— READ AND FaLOV ALL NOTES a THIS DRAVIGI REF ASCE7-10—GAB16015wsDPORTANT•w FUiIaSH THIS BRAVING TO ALL CONTRACTORS DICLUDING THE DISTAL Trusses requ" extreme care in faaMcatYnp, handing, shipping. Installing and bracing. Re follow a a DATE 10 01 14thelatesteditionofSCSI (Building Component Safety Inf—tion, by TPI and SBCA) to these functions. Installers e practices prior perforning shot[ provide temporary tracing shalt no ath*r,,—, top Chard have properly attached structural sheathing and shell Mve a properly attached ceiling. Locations shorn for perMnent lateral rostra tam d of ATE OF C DRWG A16015ENC101014 ALP FAN liCydshallhavebracinginstalledparSI sections 33, 37 r SLO, as aPpticWg.. Apply plot to of truss and position as shown above and unlessontheJointDetails, less noted otherwise. Nf Refer to drawings 16CA-Z for standard plate positioro. Alpine, a dMsion of ITV Building Coipon—ts Group Inc. shalt not be responsible for any devia I O 1 LANnwC7MFAWthisdra.ing, any fall- to build the truss in conformance with ANSI/T I 1, or for handling Installation , bracing of l•+-....• MAX. T T, LD. 60 PSF orASlat01nthisr cover papa this nMwinp. Indicates aCQPtY.Ce wlprofessional 13723\ Rrverpon\ Dnve nsTitgresponsil>tllty solNy for t1r dedgn dwan. TM sWt\hRlty arM usl of Mk drawingdriit Sude\ 200 For any s h the respor iMy of tie Frd ng Designer per M6I/TPI l Seca Ii MAX. SPACING 24.0' Maryland\Heights,\MO\63043 For nore Information see this Job's a—,.L notes pope and these wow sites. ALPINE- was.atpineite.coni TPI. www.tpinstargi SSCA. w—sacinilustryorgi ICG www)ccsafe.org Gable Stud Reinforcement Detail ASCE 7-M 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or: 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 mph Wind Speed, 30' Mean Helqht, Partlnlly Enclosed, Exposure D, Kzt = 1.00 S 2 x 4 Brace Gable Vertical pacing Species I Grade No Braces 1) lx4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace Is Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' ll' 7' 12' 0' 13' 9' 14' 0' S P F 3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' e' 9' 1' 11' 3' 11' 11' 13' 7' 14, 0' U u Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' I1' 11' 13' 7' 14' 0' O I Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' 1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' J S P 2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 1 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 1 14' 0' 3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' U r ILDf Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' ill 9' 7' 12' 2' 13' 0' U 1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' S P F 3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' U rH Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' r Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10, 12' 8' 14' 0' 14' 0' o 1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P 2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' 113 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' 1 D F L Stud 4' 1' 5' 11' 6' 4' 7' ill 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' 1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d LD U O S P F uHl F 3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 1 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 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' X 1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' ill 8' 14' 0' 14' 0' 1 14' 0' 14' 0' d S P 2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 1 14' 0' 3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' ill 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' I Stnndnrd 4' 5' 1 6' 1' 1 6' 5' 1 8' 1' 8' 7' 10' 11' 1 11' 5' 1 12' 8 13' 7' 1 14' 0' 1 14' 0' Bracing Group Species and Grades, Group AI S ruce-Plne-Fir Hen -Fir N1 / #2 IStandard 1 2 Stud 3 Stud #3 Standard Dou las Flr-Larch Southern Plne 3 #3 Stud Stud Standard Standard Group BI Hen -Fir NI 8. Btr 1 Dou as Fir -Larch Southern Pine 1 NL 2 N2 Ix4 Braces shall be SRB (Stress -Rated Board). For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values ma be used with these rades. Goble Truss Detall Notes) Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. i.ymmAbout) Attach 'L' braces with 10d (0.128'x3.0' min) nails. 31E For (1) 'L' bracer space malls at 2' o.c, able Truss In IS' end zones and 4' o.c. between zones. K)Wor (2) 'L' braces, space malls at 3' o.c. Diagonal brace aptlon, T In 18' end zones and 6' o.c. between zones. vertical length any b doubled when diagonal 18, K L' bracing must be a minimum of 80% of web brace Is used. Connect L member length. diagonal brace for 690# at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14'. BE BE Vertic¢l Len tin No S lice 2x6 DF-L #2 or Less than 4' 0' 2X4 better dlagonnl r Greater than 4' 0', but 4X4 Vertical length shown brace) single B, less than 12' 0' In table above. 45' or double cut L 1 e. e as shown) at upper end. Refer to common truss design for peak, splice, and heel plates. tl Beo In ' Refer to the Building Designer for conditions Connect diagann at midpoint of vertical web. 1 Refer to chart bov for Icnl k4n tin. not addressed by this detail. VARNINGI— READ AND FDLLDV ALL NOTES W THIS DRAVnIa 4V. REF ASCE7-10-GAB16030DFORTANTarURNISTITHISDRAVINGTOALLCONTRACTORSDICLUDINGTHEINSTAL • DATE 10/O1/14TrussesrevereextremecareInfabricating, handing, shipping, Installbp and bracing, Rafe t follow the latest edition of SCSI (SuIlding Component Safety Information, by TPI and SSCA) f of • L DRWG A16030ENC101014 Practicesprior to performing these functions. Installers shall provide temporary bracing pt Unleee noted otherwise, top char-d shall have properly attached structrral sheatHrp and Iwo ATE OF • sw d F7 F =.1 chap have a properly attached rlpld telling. Locations dram for permanent lateral restraint shall have bracing Installed per SCSI sections 13, 37 or SID, as applicable. Apply plates to ea of truss and position as shown above and on the Joint Details, unless noted otMr.lse. Refer to drawings 16GA-z for standard plate positions. i K OR AM RWCDMWINY Alpine, a division of ITV Building Coponants Groat' Inc. shall not be responsible for anY devl. this droslrg, any fall— to bold the truss In cmfornamt with ANSI/TPI 1, or for h&ZLZ wppimg, 4r•hN • `\ MAX. TOT, LD, 60 PSFinetaNation ..rang of orusse.. A seat on this drawing or cover P•g• listing this rr..ing, trwlcaiws acceptance M professional IO At13723\ Riverpod\ Drive anghw.rbp resparrdbllty solely for thw design shown TM altsalllty and use of this drawling Swte\ 200 fair any structure Is the responsiblfty of the Sowing Designer per ANSLIPI I Ser.Z MAX, SPACING 24,0' Maryland\Heights,\MO\63043 For more information see this Job's general notes page and then .• wit.sr ALPINE- swe.alphNt—on, TPI- saw.tpinstarg) SSCM wss.s•hcdwsw.or ustry.org) IM wkcsofg 0 278 10/26/201$ T' Reinforcing Member Gable Truss Gable Detail For Let -In VPrti(-nlS Goble Truss Plate Sizes ppropriate Alpine gable detail 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 lapped plates to span the web. e, 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallsi 10d Common (0.148'x 3.',min) Nalls at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Nallsi 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenails 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 Gable Detail Drawings A11515ENCI01014, A12015ENC101014, A14015ENC101014, A16015ENCI01014, A18015ENC101014, A20015ENCI01014, A20015ENDI01014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENCI01014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A/ 5, fE 1 4 S11515ENC100815, 512015ENC100815, 51E S18015ENCI00815, S20015ENC100815, S5 S11530ENC100815, S12030ENC100815, Satse S18030ENC100815, S20030ENC100815, S YY See appropriate Alpine gable detail for mrcW No. 06648 T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). 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 Exampler ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP 83 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 307 = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' T' Relnf. Mbr. Size T' Increase 2x4 30 2x6 20 WARNING - READ AND FOJAV ALL NaTES ON THIS nRAVD+a . I PERTANTu FURNISH THIS DRAVIIG TD ALL CENTRACTaks RCLUDDIG n INSTS' REF LET -IN VERT I d II 11_JJ AN fTWCOMRANY 13723\ Riverport\Drive slide\ zoo Maryland\Heights,\MO\630 3 Trusses require extrenc care In fabrkoting, handling, shipping, hstalllng and hrncl Re ntl follow the latect edition of SCSI Clusaing Component Safety Information, by TPI and SICA) f cafaL practices prlor to perfornlnp these functlons. Installers shall provide temporary hr.clr Unless noted otherwise, top chord shall have properly attached structuralsheathing an bo om shop have n properly attached rigid ceMlrp. Locations shown for emanent lateral restrain shell have bracing installed per SCSI sections I3, 27 or 310, as applicable. Apply plates of truss and position as shown above and on the Joint Details, unless rated otherwise. Re Fer to drawings 160A-Z for standard plate positions. of ITV buildilding Conp truss I Group Inc. shall not SI responsible for anyy devlatbnAlpine, i Wvlany to sses the truss ti conformance with ANSI/TPI 1, or for hondUnp, shppinp, this drawing, anybracinghstaUatlonaisdra of trusses. A seal on this aY aaYp or cover pope llstYq this ulraalnp, hdcatts acceptance of professional engineering responsibility solely for the design shown The sultaYlUty and use of this uimwrug for any structure Is the responsibility of the lull ANSI/TPI I Sect. # i1r'p 'a/1er per For more Informatlon see this job's general notes page and these web sites ALPINE. www.nlphaltw.conl TPD wwwApinst.orgl SICM www.sbclndustr .orgi ICC, wwwlccsafearp ATE OF t ' eeLr,. 0 ,'\ i jr ryN.•80 /. y i^In 278 10/26/2018 MAX. TOT. LD. 60 PSF DATE 10/O1/14 DRWG GBLLETIN1014 DUR. FAC, ANY MAX. SPACING 24.0' Gable Stud Reinforcement Detail for Stucco Cladding 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 Ori 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 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 L' Brace Nil Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 0) S P P 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' U H P Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10, 11' 12' 6' 13' 0' Standard 1 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' 1 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' J S P 2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0- 12' 7' CU D P L Stud 3' 3' 5 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3', 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10, 4' 12' 6' 13' 0 U' 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P P 3 3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 1 14' 0' 14' 0' U H P Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' 0 Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' 1 SP 2 i 3 n) D P L Stud Standard 1 / #2 4' 7' 7' 10' 9' 7' 1 1' 0' d S P P 3 4' 0' 7' 1' 7' 5' 9' 0' 3' 4' 0 14' U H P Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' O Standard 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 13' 9' 14' 0' 14' 0' X 1 4' 5' 7' 4' 7' 7' 8' 8' 9' 0' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' d S P 2 4' 3' 7' 3' 1 7' 6' 8' 6' 8' 10' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' C11 3 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' 10' 6' 13' 4' 3' 10' 14' 0' 14' 0' I D r L Stud 4' 2' 7' 2' 7' S' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Standard 4' 0' 6' 6' 6' 11' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' Diagonal brace option - vertical length may be doubled when diagonal brace Is used. Connect diagonal brace for 600N at each end. Max web total length Is 14'. Verticnl length shown In table above. Connect diagonal at midpoint of vertical wei V r L' 2x6 I1F-L N2 or better diagonal brace, single or double cut as shown) at upper end. ymmAbout a- )K L 3K)K r 8' E L U1 UL 1411, Refer to NNWARNINGINN READ AND FOLLOW ALL NOTES la( THIS DRAWDRO sD'ORTNRe• RfdaSH THIS DRAWING TO ALL CONTRACTORS DCLUDING THE Trusses require ex" a care In fabrkati g, handYg shipping, InstalOng am bra, low the latesition o tedfBon CSI (BuildingCompomntSafetyInformation, by TPI am ctk.es prior to performing these functions. Installers shall provide temporary Ress noted othreis., top chord shall have properly attached structural M—th ell have a prrl opey attach rrqNcelthg. Locatia— shm permanent afor later, allhavebracing Installed per 2CSt sections 23, 57 a 110, as applicable. Apply p Alpine, a division of ITV Buldmg Components Group Inc. shall not be responsible far any d.viatl- 1N RW COMPMNY this draaing, any fa ure to build the truss In conformance with ANSI/TPI 1, or for hamdrq, shag Installatbn L "'cing of trusses. A seal — this ""'wing — cover psg. IlwV g this d-e g, mall—t— acoeptanc. of professlorrl 13723\ R, a pod\ D,, a enDtieer'tiD respormtlWty solely for the tleslpn shown. Th. sAtWUty oM is use of thdraebg Swte\ 200 for airy struct re Is rwponsWty of tin hAdI g Deslgrrr per ANSI/TPI 1 S—Z Maryland\ Heights,\ MO\ 63043 For more Information see thls Job's general rotes page and these web sites- ALPINE- --lpineitwcon, TPD www.tpnst. orgi SBCR w—sbclndustry.orgi ICO vNccsafe.arg ATE OF Rr for Z 4aaVQNIV 6, BracingGroup Species and Grades, Group AI S ruce-Pine- Flr Hem - Fir NI / N2 Standard N2 Stud N3 Stud N3 Standard Douglas Fir -Larch Southern Pine N3 N3 Stud Stud Stnndnrd Stnndnrd Group BI Hen - Fir N1 L Btr N1 Douglas Fir -Larch Southern Pine 1 NI N2 N2 lx4 Braces shall be SRB ( Stress -Rated Board). For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detall Notes, Wind Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d ( 0.128'x3.0' nin) nails. K For (1) 'L' braces space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. K)Wor (2) 'L' braces., space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Verticnl en th No Splice Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 8/3/15 DRWG S16015ENC100815 MAX, TOT. LD, 60 PSF MAX. SPACING 24.0' 4 IF VALLEY,FRAMING & BRACING DETAIL RI Bc 1/2 of Lumber Size and Grade Minumum Requirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. e the crippes for each row starting from the valleys or sleepers working inward to the ridge board so that cripple locations are gored between rows. TYP) mnection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 4 16d toe -nails 8 16d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 4 16d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Crioole to ourlin 3 16d toe -nails JY .. L• -1. . . -..--.....- -rr..--, NOT REQUIRED IF SLEEPERS ARE U5LD) N Collar beam to rafter 4 16d toe -nails GENERAL NOTES CRIPPLE, BRACING, 81 BLOCKING NOTES OTE:16d(0.162"x3.s")COMMON NAILS Purlins required T-O" O.C. In absence of plywood sheathing. -2x4 continuous lateral restraint (CLR) min. Is required for cripples 5%0" to 10'-0" Iongg Trusses without sheathing applied must be evaluated accordingly. nailed w/ 2 -10d (0.14E"x3") nails. Or 2x4 "T" or scab reinforcement nailed to flat edge Purlins should ovedap sheathing one truss spacing minimum. of cripple with 10d 10.12E"x3.0") nails at 6" o.c. "T' or scab must be 90% of cripple length. In cases that this Is Impractical, overlap sheathing a minimum Cripples over 10'-0' long requre two CLR's or both faces w/ "T' or scab. Use stress of 6", and nail upwards through sheathing into purlin with a graded lumber 6 box or common nails. minimum of E-8d (0.131"x2.5") common wire nails. Narrow edge of cripple can face ridge or rafter, Effects of not providing sheathing below a valley set as long as the proper number of nails are must be evaluated by the building designer. Installed Into ridge board install blocking under rafter If sleepers are not used. This drawing applies to valleys with the following conditions: Spans (distance between heals) 40'-0" or less Install blocking under cripples cripples fall between Maximum valley height: 14'-0" lower truss top chords and lateral current Is not used. Apply all nailing accordance to current rwise m Maximum mean roof height: 30 feel Nails are commonn otherwisewirepallsunlessnotedotherwise N• Ai ASCE 7.05, 140 mph, Enclosed, Cat II, Exp B, I=1.0, Kzt=1.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, K:t=1.0 \ ; rc ;°• VG,Y n•• A) (B) (") oMAIMI[ada Run Arm FMLDW All WMS ON THIS WAvn+a $ • : c TC LL 20 30 40 54 REF VALLEY FRAMING i a•mfSlrrANT r1JeeSH "M MAVDG TO ALL CanRACTURS en ,M114 M ]ItSTA• • Trusses —gL*,...t— care h faorlc.ling, handlkp, ahlppYy, instalIYq and oralk- Wee .t a., follow the latest edition of 1CSI tswae)v Conporant Safety Yrlornatlon,'iy TPI and SIM fopsLFatya * ° TC DL 10 20 7 7 DATE 10/01/14 praetl prior to perfon4rq these fwxllons. Installers shell provld. tenporory Wvdnp Pe6 1CSI. bless noted otherwW, top chore shall here properly attach" stnct—al sheathlne ati ro choral STATE OF • e BC DL 0 0 0 0 DRWG VACNV1801015shellhereaproperlyattachedrIp41ceiYp. Locations sham for perrorant lateral nstmilt.yf • • tt77 rr rt l shell have bracing Installed per 1CSI sections 13, 17 or 110, as apptbc*Ae. Apply plates to ..I f / Re truss uwl p.sleon as shown above and to the Joint Details, unl.ss rated etherwW. .. ••, / O O e. ` r BC LL 0 0 0 0 U \VVIII Refer W d'aeV W [f0A-Z for starrNrd plate position: • Alpine, . dl fti n of rTV IkAd.9 ed deponents conf Inc ae dd not be nesponsidle for arty W.A. qr •••••y,e••wa•• r\ cry TOT LD 30 50 47 61 APtfTWWrAMNY this elation any ing of to Wl the trvss In coMornence elfin ANSf/TPI 1, or for henakp, stJpp4y _{LVV Installation a bracing of trviNs, s/Olt A\ A seal on tints a..io or raver pope ew 0 this ivwFro, hd ates acceptance of profess4rW 1\/11. ernv..ra tre:J .alaty far tin. de:, .hoe^ TM w"Nt h' and — of the.. a a' D U R FAC 1 2 5 / 1 15 777E9 Lakel,pnl Qrve fr any Ill respane6srq of >VWp D..W— per ANSLTTI I S—Z QEarthGly. MO 670a5 For nor' YKornatl°" see ; ^Ill Jonas on KA, noses pane and cj . eb altos 6 15 ,dl SPACING SEE ABOVEALfDEmalor+ettwcoru T n a e.tpkst.orol SKM m rar'DI ICO eee.trsafrorp UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Client: Taylor Morrison of Florida, Incorporated 2600 Lake Lucien Drive Suite 350 Maitland, FL 32751 Project: Thornbrooke 40s & 50s, SF House Lots Various Lots, Sanford, Seminole County, FL 32771 Area Tested: Residential House Pad, Lot 238 Material: Native Reference Datum: 0 = Bottom of Foundation Footing Hand Auger Borings: Location of Auger Borings: Center Was Building Pad Staked: N Depth of Watertable Below Grade: 7.00 Borings Terminated 2 Feet into Native Ground? N Number of Locations: 1. Depth of Each Boring: 7.00 1 Unsuitable Soils: Were unsuitable soils encountered: N Samples Obtained: N UES Project No: 0110.1401008.0000 Workorder No: 9413562-1 Report Date: 12/03/2018 J0ISOrAQ UES Technician Jorge L Rodriguez Date Tested 10/31/2018 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM Di557 Modified Proctor General Description of Soils Encountered: 0-3 ft Light Brown Sand, 3-4 ft Light Brown/ Tan Sands, 4-5 ft Dark Brown Sands, 5-6 ft Brown/ Tan Sands, 6-7 ft Tan Sand Laboratory Test Results: Organic Content; N/A Moisture Content: N/A Should Material be Removed: N/A In -Place Density Test Report The tests below meet the 95% minimum compaction requirement. Test No. Location of Test Range Maximum Density pcf) Optimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction Pass or Fail 1 Footing at West Side of Pad 0-1 ft 108.3 10.7 107.4 8.6 99 Pass 2 Footing at North Side of Pad 1-2 ft 108.3 10.7 106.1 8.3 98 Pass 3 Footing at East Side of Pad 1-2 ft 108.3 10.7 107.9 9.0 100 Pass 4 Southwest Corner of Pad ( TOF) 1-2 ft 108.3 10.7 108.9 8.0 101 Pass 5 Northeast Corner of Pad ( TOF) 2-3 ft 1 108.3 10.7 106.6 9.2 98 Pass Remarks: TOF (0 = Top of Fill) At the time of testing footers appeared newly excavated and not to grade. 604 Red Rose Lane To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 4 DESCRIPTION' AS FURNISIIED: Lot 238, THORNBROOKE PHASE 4, as recorded .in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY F'OF?/CER7'IF1ED TO: Taylor- Morrison of Florida, Inc. I IOYYA AVENUE (R%W VARIES) B.B)N 89058' 00" E 4 0.00'' h 10' LANDSCAPE, WALL, 0 • do FENCE ESMT. 19, 65' 27.65' LOT 238 0 16.0 5.00' I? DODO 1 5.00' 5.00' 30.0' LOT 237 " 1 LOT 239 I O y O h 1 O FORMBOARD FOUNDATION ° I O Cl) TOP OF FORMS - 22.00' 0 Q) a h r, O - 1 k7 a 21 3' 5.00' h 9 a 1 25.75' 26.11' 10' UTIL. ESMT. S 14 ° 35' 11 " W CURVE' DATA. g 17.08' (CALC.) C1=D=02'35'29" ?p 19 IJ.88' (P) R=60. 00' rPR C L=2.71' C= 2. 7 C — C2 CB=N 71127'44" E C1 C2=D=32P06' 31 " R=60.00' 1 a — N 7 AR -- CA CULATIONS: L=33,62' 1 LOT - 4,526, SO. FT, C=33.19' 1 RED ROSE LANE LIVING GARAGE 1,157 so:rT451 CB=S 86° 13' 15"' W (RIW VARIES) ENTRY _, 74 SO FT y LANAI 128 SO F L BREEZEWAY- N/A SQ,Fi, DRIVEWAY _ 410 SD F'. A/C PAO - 9 SQ.FT. I WALKWAI' - 75 SO.F , C IMPERVIOUS _ 50.9 X v O = 2,304 SO, FT G SOU 2 222 SO F'1 0 L- T A EA CALCULA11ON5: Q RIWW = 274 SOJT. PROPOSED FINISHED SPOT GRADE ELEVATION APRON = 55 SQ.rT, PER DRAINAGE PLANS BUILDING SETBACKS SIDEWALK 99 SQ.FT. PROPOSED DRAINAGE FLOW FRONT 25' SOD - 120 SC.7. AREAS: S LOT GRADING TYPE A REAR = 15' - PROPOSED FF. PER PLANS - 2200' }} SIDE = 5.0' NINFORMATION SHOWN AREA - 4,800 SOFT, BASED OSOFT.', FTSUPPLIEDPLANDRIVEWAY - 465 SO. SIDECORNER = 10' AND OR INSTRUCTIONS PER SIDEWALK = 174 SQ.FT rROPOSED PRUPOSEO GRADE PER CONSTRUCTION PLAN + CLIENT NOT FIELD VERIFIED SOD - 2 .34; SO. IT. CRUAS 7J_'_'JWEY.f R-,S'C0TT & ASSOC, INC. - LAND S'UR VL'YORS LEGEND - LEGEND - P , .EAT rdL. , (DINT DN uNE 5400 E. COLONIAL DR. ORLANOO, FL. • 32807 (407)-277-3232 FAX (407)-658 — 1436 I" • FIELD TYP. • IYPICAL NOTES: IP •IRON PIPE PRE. • POINT DE RCVCRSE CURVATURE I. THE BA9ERS/GNED DOES HEREBY Curvy/HAT THIS SURVEY uEETS DIE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA &11RD Or Ix IRON ROD I P,CL • POINT OF CEWPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CKWMR 5J-17 FLORIDA ADIANZ1RATIVE CODE PURSUANT TO SECODN 472.C27, FLORMA STATUES CJI. 1/2' 11IE bL) 459 PAD. RADIAL 2. UNLESS EUDOSSED NTIH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL. THIS SURVEY 1AP OR COPIES APE NOT VAUD. ET IN • RE E /YU A59G NA, . NON -RADIAL J. THIS SURVEY WAS PREPARED FROM TTILL RIFORMAnON FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS RUC. RECOVUCUCALCALCULWItNESATE POINT PILEPOINTOFBEGINNINGCALLCALCULATEDDREASEMENTS TINT AFFECT THIS PROPERTY. PAC PO Or R' CONMFNCEMCNIPRx ICRNMENI RCFCRCN[E IIOMJNENT A• NO UNDERGROUND IMPROVEIfENTS HAYS BEEN LOCATED IN+Lf55 UIHERWLSE SHOWN. L CENTERLINE Tr FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY B.D NAIL L CASK ISL IWILDING SETIACK LINE 8 DWENSTONS SHOWN FOR THE LOCATION OF WPROYEMENTS HEREON SHOULD NVT or USED TO RECONSTRUCT BOUNDARY LINES R.VNIGHTY-OT-VAY 1L • BENCHMARK 7, BEARINGS, ARE BASED .ASSUMED DATUM AND ON THE LINE SHOWN AS 045E DEARING OB.) SN7 • CASEMENTED. YASC DEARING I ! DRAIN DRAINAGE 8 ELEVATIONS, IF SHOWN, ARE EASED ON HAT"4AL GEODLUC U41UM OF 192Y, UNLESS DIHEKMSE NOIED UIIL. UIILITY R CERTIFICATE Of AUTHONZATION W. 4596. CLFC. • CIWN LINK ILNCL VDIC. VOOD FENCE I _ CJY • CONCRCTr YLOCK PC POINT Or CUR —TUNE SCALE •-- 1• 20,E DRAWN BY; P.T. POINT Or TANGENCY MTE ORDER NO._ DCSC. - DESCRIPTION CERTIFIED BY' ,,, _- R • VADIUS ARC LENGTHPLOTPLAT 08-21-18 S6T9-18 DLp FORA480ARD FOUNDA710NIF.LEVS 10-•27-2018 7200-18 C.Y. - CHORD NLARING N'OR7H 71115 OUILOINC/ PROPEAT' DOES. NOT LIE N71H/N THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM• M CR-ENMEYER, 4714 ZONE •X• MAP / 12117E 0055 F. R.L S / 4801 I i CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / 9-J 9 Documented Construction Value: S Job Address: 6.5-e lo,- p 0 7 Historic District: Yes No Parcel ID: / c y ors ResidentialZ Commercial Type of Work: WCWN Addition Alteration Repair Demo Change of Use mi ove Description of Work: NEW RESIDENTIAL PLUMBING 1 Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name 7- Jaw 12 / -5 d,2 Phone: Street: Resident of property? City, State Zip: 1 Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 xoila Fc' Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 t City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: ' t Address: WARNING `1'O OWNER: YOITR 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. l 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; 54' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Appliwtim 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 executcd 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 he done in compliance with all applicable laws regulating construction and zoning. Signature of (honer/Agent Date Signature of Contra r/Agent e TONY MAHAFFEY Print Owner/Agent's Name Print Contractor/Aga i t'a N e t Signature of Notary -State of Florida Date t Owner/Agent is Personally Known to Me or Produced ID 'Type of ID Signature of Wary -State of Florida Contractor/.Agent is Y Persr: Produced ID Type of EXPIRES GEp G at,o 2 now't 9 Qe BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[:] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application CITYOF SANFORD BUILDING & FIRE PR EVENTION PERMIT APPLICATION Documented C[-nStiaction \'clue: S Job Address: _ A Y ,q—, i t,liq, f listor is District: l cs \o Dl' Plrccl lid:, _ -- — [:esid[•r,tiI CoairLe;'cial El TypeofWork: Addition El Alteration)! Repair. D r io ChanvcofLrse \Io\e Description OI NV Or-1k: r h1. I' l.rn I:e\ ire\ Cci:. 'ct I'rr. P l,or1,2: 17- Email: I Pic-;,=rty O.-.rr-r l; ori;i=ti ri Vi;: e li Qr MAY o l'1,:,it rrC•; st i_ Zip: F. i... rr of 1'.i-(:, e;-i\' . Zip: \ 4!_ i mil^ f % I i:'.i: 1_Il:;:, r)t• t t:2 it :•: 1 \. I_-..,.. i' i: r, r: ii i;i",(,il l;.,1• _`li ri•; _L E'i.r: i- !ENT NI 1 i'. _ L-i I\ 1 ICI: 1INCi "i'' IC [_ i 0 0V i:'`!I_:\ 1, -i 0 1 OL is IIP,Ui'C:i: I 1 ,+_i HC l: OF KI-''W! ii,!) .0!) PLC[ li ,._!\ f!CT r;i1 fl',I N! i, 0 !: !! I 4 a i o;-,21 r ti-i,: 1: :1 -,p I I --a I.a tTICF: In adfizian to thC C,' this oc; tri tl,_ 1`L:.i1i.- rocc,.Js (,I counzy, EhC--L bz. ad co\ cim::i_n,..!' C, r I' I r J'A ;'f 71P; U; 4 0. in.- f 0 i 1) i,; :1-, Is 1 0,1% ;,.f C. I Li—. L F iL.-,,. Cl; C..L c 07J-, 1: CC. Va!:.:-1:-,:,n I i--- ea L'w- U'l : I' C 1CO.,; T, il: _jZ7\,. .,4 j-,, Ca:: iz 0 W N E R ! S A F F1 1) A N' I 'F'. I C e I- ti 11 :! I ',I I 1 of th 0 t,L) [-e:o i it i -I ro 1.11,. a I i 0 .1 is c c u ra e Ile doll,c ill collipt ia lice N%ilh !pjAicable hNN's C0',lStl-UCLi0,j -,!r1r, Nte t A- f Y BRITTNEY HASTINGS Commission # GG 268826 Expires October 17, 2022 0, F, , Bonded Thru,Troy Fain latmnot 800.885-7019 2 7. I D T I D B E L 0 IS F 0 TZ 0 F F1 C E U SE 0 L. Y r,,,-:r : fi' 1:. T\'r, O c:;):!i:c'L: 1 El C; !" Z -, i i - i ---. ] : I A t." T 3 ; 1.f. 7i. --. . . :. .. - — A I FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING C STRUC ON Florida Department of Business and Professional Regulation - Residential Performance Metho Project Name: L o t"2"3__8ThornbrookeSantaRosaGRS Builder Name: TAYLOR OR ISON Street: 60_ ced Rose Lane Permit Office: sQ/ City, State, Zip: S nford , FL , 32771 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(2706.2 sqft.) Insulation Area 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=11.0 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 5 d. N/A R= ft' 10. Ceiling Types (1277.0 sqft.) Insulation Area 5. Is this a worst case? No 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 (ft') 0 c. N/A 11. Ducts R= ft' 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 ft' 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 ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a Electric Heat Pump 42.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2.521 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1277.0 sqft.) 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 a Area: 0.157 Total Proposed Modified Loads: 63.14 PASSGlass/Floor Total Baseline Loads: 70.93 1 hereby certify that the plans and specifications covered by Review of the plans and Q VE ST,gl this calculation are in compliance with the Florid nergy specifications covered by this 1• _ O Code. calculation indicates compliance;f with the Florida Energy Code. un,r. ' .: ':=t " „ O PREPARED BY: Before construction is completed r - DATE: 8-22 18 Eric J Holland this building will be inspected for compliance with Section 553.908 0 - R I hereby certify that this building, as designed, is in compliance Florida Statutes. 4V 5 CODwiththeFloridaEnergyCode. WE J OWNER/ - _ - 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). 8/22/2018 1:59 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5