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483 Rocky Grove Ln
to 2 1_ • + A AUG 29 2018 N I BV. y B j Documented Construction Value: $ 30q it 3.0ra Job Address: 3 Historic District: Yes No Parcel ID:'. '-19-30- &10 -0000- D7K0 Residential R Commercial ' Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE C-- LOT NUMBER: 79 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ) ty _ —31 D Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407-629-0077 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: MAITLAND FL 32751 Name: Street: City, St, Zip: Bonding Company: NIA Address: Fax: State License No.: CBC1257462 Arch itecVEngineer Information Phone: Fax: E-mail: Mortgage Lender: NIA Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100007 BUILDING APPLICATION #: 18-10000798 BUILDING PERMIT NUMBER: 18-10000798 DATE: September 19, 2018 4 3vq- 1 I i3 01191 0 UNIT ADDRESS: ROCKY GROVE LANE 483 21-19-30-510-0000-0780 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350'MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 483 ROCKY GROVE 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 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit FIRE RESCUE N/A LIBRARY CO -WIDE ORD Single Family Housingg 54.00 1.000 dwl unit SCHOOLS Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit PARKS N/ LAW ENFORCE N/A DRAINAGE N/A AMOUNT DUE PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. 705.00 00 00 54.00 5,000.00 00 00 00 5,759.00 Y PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT _ 1101 EAST FIRST -STREET r 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 Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County,FL Inst #2018f01204 Book:9204 Page:92; (1 PAGES) RCD: 9/4/2018 2:32 PM CERTIFIED COPY GRANT MALOYRECFEE $10.00 CLERK OF THE ORCUIT COURT AND CONIPTROLLER SEMItiOIE FLORIDA'f BY U Da r gate p cL Parcel 1DNumber:2Hq-3Q—Ro_ 0 6-0A0 Prepared By Kim Carter and Taylor Morrison Homes Return To: 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property : LOT Legal Description : Thornbrooke Phav— -• according to the plat thereof, as recorded in Plat Book$ j PPage70- of the public records of Seminole County, Addresses FloridaC&JA -1 %T/l lQA427 Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. l 1. Date Signed : (y Signature of Owner's Agent: /4/', J9 n Asa Wright Taylor Morrison of Florid Sworn to and subscribed before me this by John Asa Wright wh is o ly known to me. Notary Public DA Clark My commission expires: 6/27/19 ,n Fug, D.0-0 108 Serial No. FF 209108 Y P Y'NngV,2019 AND- *.4tttdwY&w` " Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. 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. Sig lure of Owner/Agent We TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name sv"),J Signature of Notary-S da Dat p.'''' flyC011MISSI 209108 June 27. 2019 at EXPIRES: gpp6101MN EudpM NAY Nth Owner/Agent is yM Personally Known to Me or Produced ID NIA Type of ID 4— C:/ nature of Contractor/Agent Date JOHN ASA WRIG T Print Contractor/ ' Name Signature otary-State of Florida Me EXPIRES: June 27, 2019 V ilW But19d NotyY Send Contractor/ Q'gm *4s Ytb Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [ff ElectricalEj Mechanical EF Plumbing2 Gas[] Roof Construction Type: V$ Occupancy Use: R'3 Flood Zone: - Total Sq Ft of Bldg: D, -19 1 Min. Occupancy Load: l q # of Stories: 2- New Construction: Electric - # of Amps 1 Plumbing - # of Fixtures 7-3 Fire Sprinkler Permit: Yes No ff # of Heads i1>. 1;- ,Id'& Sj.-- APPROVALS: ZONING: `l- 2D.2tXF UTILITIES: ENGINEERING: FIRE: COMMENTS: _ Ok to construct single family home with setbacks and impervious area, shown on plan. sA,/A rj,,zu C44 L7. ita/Z Fire Alarm Permit: Yes NOR WASTE WATER: BUILDING: ` fir 11 -15=19 Revised June 30, 2015 Permit Application t=v til\Gl vZlai9 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 17311do Job Address: 4 3 G KC' y la + Historic District: Yes No 0 Parcel ID: .-19-30- 10 -0000- 07Y 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 LOT NUMBER: 77 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: Street: 151 SOUTHHALL LANE # 200 407-629-0077 Resident of property? : NO City, State Zip: MAITLAND FL 32751 Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 Name: Street: 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 RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR -PROPERTY.' A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions'applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Sig Lure of Owner/Agent We TAYLOR MORRISON OF FLORIDA INC Print Owner/Agent's Name s1ma Signature of Notary-S da Dat My COIAMISSIO N # F 2008 EXPIRES: June 27, 2019 rr ggdlaThNEUd9NNt tNY MNti rrtor Owner/Agent is YM Personally Known to Me or Produced ID N/A Type of ID C::)/ we',, nature of Contractor/Agent Date JOHN ASA WRIG T Print Contractor/ Name Signature otary-State of Florida D to My gp&SSION t FF 209108 EXPIRES:.hme V, 2019 r PSe iluu Bud9d No1uY , Contractor/A` YES Personally Known to Me or Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Revision Response to Comments City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax:.407.688:5152 r "' juid i Email: building@sanfordfl.gov r"--- REVISI OKI Permit # d l Submittal Date 1 Project Address: 6-3 6 t Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Electrical Tf Mechanical Life Safety Waste Water Fax: General description of revision: 4ram Co/y lapt La(A d dU 0 0 ROUTING INFORMATION Department Approvals Utilities Waste Water - — - - Planning Engineering Fire Prevention Building rtrol? • 4kBUILDINGV DIVISION PLAN REVIEW COMMENTS Application Number: 18-3710 Date: 10/25/2018 Project Description: New SFR Contact Name: Daphne Clark Job Address: 483 Rocky Grove Lane (Lot 78) Contact Email: daphneAPermitsPermitsPermits.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 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets amNor 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 left. There are several plan pages that show a reverse orientation garage right): Plan Pages 3 & TR. Please resubmit two (2) copies of corrected plan pages. FBC 107 2. The Energy Calculations and Duct Layout submitted are for the wrong lot/address. Resubmit two (2) copies FBC 107 3. The Truss Engineering package and truss placement diagram are for the wrong lot/address. Resubmit two (2) copies FBC 107 4. The Florida Product Approval package is for the wrong lot/address. Resubmit two (2) copies. 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 uhone or email prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official o4SrN ORn o CITY OF U BUILDINGSkNFORD Fsr. ta PLAN REVIEW COMMENTS Application Number: 18-3710 v Date: 10/25/2018 Project Description: New SFR F" Contact Name: Daphne Clark Job Address: 483 Rocky Grove Lane (Lot 78) 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 copies of affected plan sheets and/or supplemental information as requested. Permit subminals will not be accepted without two copies. COMMENTS: l . The house is designed for the garage orientation to be on the left. There are several plan pages that show a reverse orientation garage right): Plan Pages 3 & TR. Please resubmit two (2) copies of corrected plan pages. FBC 107 2. The Energy Calculations and Duct Layout submitted are for the wrong lot/address. Resubmit two (2) copies FBC 107 J3. The Truss Engineering package and truss placement diagram are for the wrong lot/address. Resubmit two (2) copies FBC 107 4. The Florida Product Approval package is for the wrong lot/address. Resubmit two (2) copies. FBC 107 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 entail prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official Revision Response to Comments Permit # A -- 0000 371 o Project Address: Contact: Daphne Ph: 407-257-6940 Email: daphneclarkinc@cfl.rr.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention 0 Building J gig City of Sanford Building Fire Prevention Division Ph: 407.& 688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 3 J Fax: e0NTAE'F r t Daphne Clark 407-257-6940 Daphne@PermitsPermitsPermlts.com General description of revision: ROUTING INFORMATION Approvals 0A) 79) REQUIRED INSPECTION SEQUENCE HOMES SFR-DETACHED rvwR4—,\5-Ql3 Permit # BUILDING PERMIT. Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof ' 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: Wt f. e EI;EChTRICAL''sPERMIT.u Y `• -• r-"F-?gxt ;I=4,4..*=iT-y. ;,t d :.• F,'h;i a k',,•' Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20' 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 SACITY OF NFoRn FLORIDA City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name John Asa Wright Frim Taylor -Morrison of Florida, Inc. Address 2600 Lake Lucien Drive City: Maitland State FL Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daohneCCDDermitsoermits aermits.corn Property Address: 483 Rocky Grove Lane Property Owner: Taylor -Morrison of Florida, Inc. Parcel Identification Number: 21-19-30-510-0000-0780 Phone: 407- 629-0077 Fax: Email: The reason for the flood plain determination is: X 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 FIRM Panel Number 120294 0055 F N/A Datum N/A The referenced Flood Insurance Rate Map indicates the following: The Parcel is in the Floodplain A portion of the Parcel is in the Floodplain X The Parcel is not in the X Floodplain The Structure is in the Floodplain The Structure is not in the Floodplain Map Date September 28, 2007 Floodway. Floodway Floodway Floodway Floodway If the subject property is determined to be flood zone 'A', the best available information used to'determine the base flood elevation is: BP18-3710 Reviewed by: 1#1 ikeae4, eflff- Michael Cash, CFM Date: 09/20/2018 T:\Engr- Files\Elevation Certificate\ Po -Application for Right -of -Way Use O,_RID for Driveway, Walkway & Landscape 1877 —11 Department of Planning dr Development Services www.sanfordfl.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 the City's regulations and the attached construction plans approved as part of this permit. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the size and location of the existing right—of-way and use shall be provided or application could be delayed. N/r1/Ol'GVOX 14/ IXI n Gllbellmyouft 1. Project Locatlon/Address: 2. Proposed Activity: V Driveway -J Walkway Other: 3. Schedule of Work: StartDate c e +/,/ Coomplpletion Date Emergency Repairs 4. Brief Description of Work: - Aelkl ;VA Y pax NA &=A This application is submitted Property Owner. Vv'' nn /npQ r / Signature: ,, AA Print Name: AV04 ' `( ff1 a Address: % 4 4&eE /!/ i N14 -iS Phone: 4o7-4 7-t6 24 0 Fax- Date: 7i Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stonnwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right -(-way. If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestors 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 oouncllpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorneys fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City' s right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. 1 hereby understand and agree to y 11 city fees related to this application as required by the city's adopted Fee Resolution. f Signature: Date: 1 5: J This permit shall be posted on the site during construction. Please call 407.688.6080, Ext. 6401.24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: - Date: September2010 ROW Use Dnveway pdf SCPA Parcel View: 21-19-30-510-0000-0780 http://parceldetaii.scpafl.org/ParcelDetailInfo.aspx?PID=2119305100... nnnnnnnnnnnn Prope&j Record Card Parcel: 21-19-30-510-0000-0780 ew+orsoounKanr,ox Property Address: 483 ROCKY GROVE LN SANFORD, FL 32771 Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings I 0 0 Depreciated Bldg Value Depreciated EXFT Value a Land Value (Market) I $40,000 26,050 Land Value Ag Just/Market Value " 40.000 26,050 Portability Adj Save Our Homes Adj r 0 0 Amendment 1 Adj 0 f $12,784 P&G Adj 0 I $0 Assessed Value 40,000 I $13,266 Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings. $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 78 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Twang Authority Assessment Value Exempt Values Taxable Value County General Fund 40.000 0 40,000 Schools 40,000 f so 40,000 City Sanford 40,000 s0 40,000 SJWM(Saint Johns Water Management) 40,000 s0 ( 40,000 County Bonds 40,000 0 40,000 s Descnption Date Book Page Amount Qualified Vadlmp No Sales Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 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 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method 1, tiG' Project Name. Lot78ThornbrookeSantaRosa GLW Builder Name. Taylor Morrison Street: 483 Rocky Grove Lane Permit Office: 5 _ SANFO City, State, Zip. Sanford , FL , 32771 Permit Number: Owner: Jurisdiction. 691500 t<o Design Location: FL, Sanford County:: Seminole (Flonda Climate Zone 2) > 4t ( 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=4.1 1098.20 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 231.00 ft' 4 Number of Bedrooms 4 d. N/A R= ft' 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 R= ft' 11. Ducts R ft' 7. Windows( 368 7 sqft.) Description Area a. Sup- Attic, Ret: Main, AH: Main 6 427.6 a. U- Factor. Dbl, U=0.34 296 67 ft' SHGC: SHGC= 0.31 b. U- Factor: Dbl, U=0 58 72.00 ft' 12 Cooling systems kBtu/hr Efficiency SHGC: SHGC= 0.32 a. Central Unit 420 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: 3.105 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: 0.172 Total Proposed Modified Loads: 67.29 PASS Total Baseline Loads: 70.67 1 hereby certify that the plans and specifications covered by Review of the plans and Ov-04E S7,44 this calculationareincompliancewiththeFloridaergyspecificationscoveredbythisCode. calculation indicates compliance r. •s+ with the Florida Energy Code. y +'' rrru, Vic''-; ;. €: ; ;.• x„ O PREPARED BY: Before construction is completed DATE: 8-22- 18 ric J Holland this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as;designed, i in compliance Florida Statutes. COb with the FloridaEnergyCode. OWNER/AGENJ : - - - WE BUILDING OFFICIAL:, < DATE: L( _G DATE: Compliance requires certification by the air handier unit manufacturer that the air handier 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 10 32 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title Lot78ThornbrookeSantaRosa Bedrooms 4 Address Type- Street Address Building Type. User Conditioned Area: 2138 Lot # Owner Name. Total Stories. 2 Block/Subdivision: of Units: 1 Worst Case. No PlatBook: Builder Name: Taylor Morrison Rotate Angle. 0 Street. 483 Rocky Grove 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 Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO SANFOR 39 93 70 75 677 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 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Main ---- ---- 78 ft' 19 0 0 1 2 Floor over Garage Main -___ _--- 42 ftz 19 0 0 1 3 Slab -On -Grade Edge Insulatio Main 117 6 ft 0 1157 ft' 034 0 0.66 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area 'Color " Absor Tested Tested Insul deg) 1 Gable or Shed Composition shingles 1428 ft' 320 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1277 ft' N N 8/22/2018 10 32 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1277 ft2 Oil Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt ToWall_T_ype Space R-Value-Ft- In -Ft- In Area R-Value_Fraction-Absor-_Grade% 1 E Exterior Frame - Wood Main 13 30 0 9 0 270 0 ft2 0 0.23 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280 0 ft2 0 0 06 0 3 S Exterior Frame - Wood Main 13 46 6 9 0 418 5 ft2 0 0.23 0.6 0 4 S Exterior Concrete Block - Int Insul Main 4.1 37 6 9 4 350 0 ft2 0 0 0.6 0 5 SW Exterior Concrete Block - Int Insul Main 4.1 5 8 9 4 52.9 ft2 0 0 06 0 6 W Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft2 0 0.23 06 0 7 W Exterior Concrete Block - Int Insul Main 4.1 5 0 9 4 46.7 ft2 0 0 0.6 0 8 N Exterior Frame - Wood Main 13 46 6 9 0 4185 ft2 0 0.23 0.6 0 9 N Exterior Concrete Block - Int Insul Main 4.1 39 6 9 4 368.7 ft2 0 0 0.6 0 10 Garage Frame - Wood Main 13 24 9 9 4 231.0 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood Main None 25 2 10 8 22.7 ft2 WINDOWS Orientation shown is the entered, Proposed orientation Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.34 031 N 30 0 ft2 1 ft 0 in 1 It 0 in None Exterior 5 2 E 1 Vinyl Low-E Double Yes 0.34 0.31 N 40 0 ft2 1 ft 0 in 1 It 0 in None None 3 E 2 Metal Low-E Double Yes 0.58 0.32 N 72 0 ft2 9 ft 0 in 0 It 0 in None None 4 E 2 Vinyl Low-E Double Yes 0.34 031 N 58 6 ft2 1 ft 0 in 11 ft 8 in None Exterior 5 5 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 6 S 3 Vinyl Low-E Double Yes 0.34 0.31 N 15 0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 7 S 4 Vinyl Low-E Double Yes 0.34 0.31 N 9 0 ft2 1 ft 0 in 11 ft 8 in None Exterior 5 8 W 6 Vinyl Low-E Double Yes 0.34 -0.31 N 30 0 ft2 1 ft 0 in 1 It 0 in None Exterior 5- 9 N 8 Vinyl Low-E Double Yes 0.34 0.31 N 45 0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 10 N 9 Vinyl Low-E Double Yes 0.34 0.31 N 39 1 ft2 1 ft 0 in 11 ft 8 in None Exterior 5 11 SW 5 Vinyl Low-E Double Yes 0.34 031 N 24 0 ft2 9 It 4 in 0 It 4 in None Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451 ft2 451 ft2 64 It 8 ft 1 8/22/2018 10 32 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R4n5-2n17 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000409 22948 125.98 236.93 3678 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heal Pump/ Split HSPF:8.5 42 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 42 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ftz DUCTS Supply --- V # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN 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 HeatinlX} Jan Feb lX Mar Venting[ ] Jan Feb X Mar Ceiling Fans A r Ma rlJun X Jul rj Aug Xj Se Oct l Apr f May Jun Jul AuSep Oct Apr [ May Jun Jul Aug Se Oct Nov Nov HXNovDec HDec Dec8/ 22/2018 10 32 AM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule- Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 8/22/2018 10 32 AM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 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) 483 Rocky Grove 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 4 d. N/A 10 Ceiling Types No a. Under Attic (Vented) 2138 b. N/A Area c N/A 296.67 ft' 11. Ducts a. Sup: Attic, Ret. Main, AH- Main 72.00 ft' 12. Cooling systems ft' a. Central Unit ft' 3.105 ft. 0.312 Insulation Area R=0.0 1157.00 ft' R=19.0 78.00 ft' R= 42.00 ft' 13. Healing systems a Electric Heat Pump 14. Hot water systems a. Electric b Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. 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=4.1 109820 ft' R=13.0 231.00 ft' R= ft' Insulation Area R=38.0 1277 00 ft' R= ft' R= fl' R ft' 6 427.6 kBtu/hr Efficiency 42.0 SEER 15.00 kBtu/hr Efficiency 42.0 HSPF:8 50 Cap: 50 gallons EF• 0.95 Pstat yOF ZtiE STgT o a tr rf, COD WE 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. 8/22/2018 10 32 AM EnergyGauge® USA - FlaRes2017 - Section R405 4 1 Compliant Software Page 1 of 1 1 DEL -AIR Manual S Compliance Report HUMa • AM CON1111=110113 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 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: 33220 Btuh Latent gain: 6130 Btuh Total gain: 39349 Btuh Estimated airflow: 1400 cfm Job: Lot78ThombrookeSanta... Date: 6/4/2014 By: FJF 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: 31595 Btuh 95% of load Latent capacity: 8797 Btuh 144% of load Total capacity: 40392 Btuh 103% of load SHR: 78% Design Conditions Outdoor design DB: 41.7°F Heat loss 27616 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: 39088 Btuh 142% 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: 17 °F Meets all requirements of ACCA Manual S. W rightsoft„ 2018-Aug-22 10 37 48 w.,,...w..„,...,..- Right-SudeQrJ Universal 2018 18 0 27 RSU24018 Page 1 keSantaRosaGLW\Lol78ThombrookeSantaRosaGLW.rup Calc = MJ8 House faces: W 4QDEL-AIR Component Constructions HfAMG • Ain conmrrorfrtC Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax 407-333-3853 Web WWW.DEL-AJR.COM For: TAYLOR MORRISON Job: Lot78ThombrookeSanta... Date: 6/4/2014 By: FJF Location: Indoor: Heating Orlando Intl AP, FL, US Indoor temperature ('F) 70 Elevation: 95 ft Design TD ('F) 28 Latitude: 28'N Relative humidity (%) 30 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 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 Walls 12C-Osw: Firm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fish, 2' x4" wood frm, 16" o c. stud 13A-2ocs Partitions 12C-Osw: Firm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Or Area Ll-value ft' BtuhV-*F n 374 0.091 e 200 0.091 s 398 0.091 w 240 0.091 all 1211 0.091 n 330 0.143 e 150 0.143 s 341 0.143 sw 30 0.143 w 47 0.143 all 897 0.143 Windows 2A-2ov- 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (5 ft window ht, 1 ft e sep.), 6.67 ft head ht e s w all 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk, NFRC rated (SHGC=0.31), 1 ft overhang (6.3 ft window ht, e 11.67 It sep.); 6.67 ft head ht all 2A-2omd 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, e 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 frm mat, clr innr, 1/4" gap, s 1/8" thk, NFRC rated (SHGC=0.31); 1 ft overhang (3 ft window ht, 1 ft sep.), 6.67 ft head ht Cooling 75 18 50 46.4 Insul R Htg HTM Loss CIg HTM Gain ft'-•F/Btuh Btuh/ft' Bwh BWh/ft' Btu 13.0 2.58 962 2.34 875 13.0 2.58 515 2.34 469 13.0 2.58 1024 2.34 931 13.0 2.58 618 2.34 562 13.0 2.58 3119 2.34 2838 4.1 4.05 1334 2.80 922 4.1 4.05 606 2.80 418 4.1 4.05 1379 2.80 953 4.1 4.05 122 2.80 84 4.1 4.05 189 2.80 130 4.1 4.05 3629 2.80 2507 208 0.091 13.0 2.58 536 1.44 300 45 0.340 0 9.62 433 12.4 560 30 0.340 0 9.62 289 35.7 1072 40 0.340 0 9.62 385 35.7 1429 15 0.340 0 962 144 12.6 189 30 0.340 0 962 289 35.7 1072 160 0.340 0 9.62 1540 27.0 4322 39 0.340 0 9.62 374 12.4 483 58 0.340 0 9.62 561 35.7 2082- 97 0.340 0 9.62 935 26.4 2565 72 0.580 0 16.4 1182 18.4 1328 6 0.340 0 9.62 58 12.4 75 i wrightsc3ft- 2018-Aug-22 10 37 48 Right-Suite(E) Universal 2018 18 0 27 RSU24018 Page 1C'' keSantaRosaGLW\Lot78Thorn brook eSanlaRosaGLW rup Calc = MJ8 House faces W 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, s 9 0.340 0 9.62 88 13.9 127 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 10C-v. 2 glazing, clr low-e outr, air gas, vnl firm mat, clr innr, 1/4" gap, sw 23 0.340 0 9.62 218 8.71 197 1/8" thk; NFRC rated (SHGC=0.31); 9.33 ft overhang (8 ft window ht, 0.33 ft sep.); 6.67 ft head ht Doors 11 DO: Door, wd sc type n 23 0.390 0 11.0 250 12.0 272 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1277 0.026 38.0 0.74 939 1.41 1801 gypsum board int fnsh Floors 20P-19t: Fir floor, firm fir, 12" thkns, r-19 cav ins, amb ovr 78 0.050 19.0 1.41 110 0.71 55 20P-19t: Fir floor, firm fir, 12" lhkns, r-19 cav ins, gar ovr 42 0.050 19.0 1.41 59 0.71 30 22A-tpl. Bg floor, light dry soil, on grade depth 118 0.989 0 28.0 3291 0 0 wrightsoft- 2018-Aug-22 10 37 48 Right -Suite® Universal 2018 18 0 27 RSU24018 Page 2 keSantaRosaGLW\Lot78ThombrookeSantaRosaGLW rup Calc = MJ8 House faces W Project Summary Job: Lot78ThombrookeSanta... DEL --AIR Date: 6/4/2014 HEATING . AM catnmCHING Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web WWW DEL-AIR.COM For: TAYLOR MORRISON Notes: RVSD 6/6/16 JA;LS 2/21/17 JA;REDLINE 11-2-17 JA; LS 11/14/17 JA;Is 2/9/18 JA;LS 3/13/18 JA;LS 5/12/18 JA; 8-22-18 EJH Weather: Orlando Intl AR FL, US Winter Design Conditions Outside db 42 'F Inside db 70 *F Design TD 28 *F Heating Summary Structure 20678 Btuh Ducts 6938 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 27616 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatingg Cooling Area (ft2) 2138 2138 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 Efficiency -- 8.5 HSPF Heating input Heating output 42000 Btuh @ 47°F Temperature rise 27 °F Actual air flow 1400 cfm Air flow factor 0.051 cfm/Btuh Static pressure 0.30 in H2O Space thermostat Capacity balance point = 31 °F Backup: Input = 8 kW, Output = 27292 Btuh, 100 AFUE Summer Design Conditions Outside db 93 °F Inside db 75 *F Design TD 18 *F Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 21713 Btuh Ducts 11507 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 33220 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) 39349 Btuh Req. total capacity at 0.75 SHR 3.7 ton Cooling Equipment Summary Make Lennox Trade LENNOX Cond 14HPX-042-230-21 Coil CBA27UHE-042-230*++TDR AHRI ref 10258591 Efficiency — - - 12.5 EER, 15 SEER Sensible cooling 31500 Btuh Latent cooling 10500 Btuh Total cooling 42000 Btuh Actual air flow 1400 cfm Air flow factor 0.042 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrigl•itsoft- 2018-Aug-22 10 37 48 Right -Suite® Universal 2018 18 0 27 RSU24018 Page 1 keSanlaRosaGLW\Lot78ThombrookeSantaRosaGLW rup Calc = MJ8 House faces W DEL --AIR Right-JO Worksheet A1"°' AM COM T ONM 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: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 270 6 It 9 2 It 2434 5 f? family rrn 32.0 It 9.3 ft heat/cool 15.0 x 170 ft 255.0 ft' Ty Construction number U-value Btuh/ft;'F) Or HTM Btuh/ft 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 W L-G_ 12C-0sw 2A-2ov 0 091 0.340 n n 2.58 9.62 2.34 1 2.44 419 45 374 0 962 433 875 5600 0 0 0 0 0 0 0 IW Ci 13A-2ocs 2A-2ov 0 143 0.340 n n 4.05 9.62 2.80 12.44 369 39 330 0 1334 374 922 483 159 0 159 0 642 0 443 0 11 W 12C-0sw 2A-2ov 2B-2fv 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 35.73 35.73 270 30 40 200 0 0 515 289 385 469 1072 1429 0 0 0 0 0 0 0 0 0 0 0 0 IW I--C; L-G 13A-2ocs 2A-2omd 2A-20v 0 143 0 580 0_340 a a a 4.05 16.41 9.62 2.58 9.62 9.62 2.80 18.44 35.73 2.34 12.44 12.61 286 72 58 419 6 15 150 67 0 606 1182 561 418 1328 2082 931 75 189 140 72 0 68 67 0 0 0 0 275 1182 0 190 1328 0 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0.340 s s s 398 6 13 1024 58 144 0 0 0 0 0 0 0 0 0 IW L-G 13A-2ocs 2A-2ov 0.143 0 340 s s 4.05 9.62 2.80 13.92 350 9 341 0 1379 88 953 127 0 0 0 0 0 0 0 0 YW G 13A-2ocs 10C-v 0.143 0.340 sw sw 4.05 9.62 2.58 9.62 2.80 8.71 53 23 30 23 240 0 122 218 84 197 0 0 0 0 0 0 0 0 W L-G 12C-0sw 2A-2ov 0 091 0.340 w w 2.34 3573 270 30 618 289 562 1072 0 0 0 0 0 0 0 0 W 13A-2ocs 0.143 w 4.05 280 47 47 189 130 0 0 0 0 P L-D 12C-0sw 11DO 1613-38ad 0 091 0390 0.026 n 2.58 11.04 0.74 1.44 11.99 1.41 231 23 1277 208 23 1277 536 250 939 300 272 1801 0 0 0 0 0 0 0 0 0 C 0 0 0 F 20P-19t 0 050 1.41 0.71 78 78 110 55 0 0 0 0 F 20P-19t 0.050 1.41_ 0.71 42 42 59 30 0 255 0_ 32 0 896 0 0F22A-tpl 0.989 27.99 0.00 1158 1183291 0 6 c) AED excursion 0 179 Envelope loss/gain 15952 16416 2994 1782 12 a) Infiltration b) Room ventilation 4726 0 1497 0 570 0 181 0 13 Intemal gains Occupants @ 230 Appliances/other 6 1380 2420 4 920 0 Subtotal (lines 6 to 13) 1 20678 21713 3564 2882 14 15 Less extemal load Less transfer Redistribution Subtotal Duct loads 34% 53% 0 0 0 20678 6938 0 0 0 21713 11507 29% 47%1 0 0 0 3564 1040 0 0 0 2882 1365 Total room load Air required (cfm) 27616 1400 33220 1400 4604 233 4247 179 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. qj- wrlgFftsofi- 2018-Aug-22 10 37 48 AC t\ "" -"-•- Right -Suite® Universal 2018 18 0 27 RSU24018 Page 1 keSanlaRosaGLW\Lol78Thombrooke5antaRosaGLW rup Calc = MJ8 House faces W DEL --AIR Right-J® Worksheet rEmNa - = commomm 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: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mslr rm 29 0 ft 9.3 ft heat/cod 150 x 140 ft 210.0 fl' mstr loth 11 5 ft 9 3 ft heat/cool 1.0 x 91.0 ft 91 0 It, Ty Construction number U-value Btuh/ft-'F) Or HTM Btuh/ft 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 1LI12C-0sw 2A-2ov 0.091 0.340 n n 2.58 9.62 234 12.44 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 IW 1--(J 13A-2ocs 2A-2ov 0.143 0.340 n n 405 962 280 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 IW - F--c; L-C3 12C-0sw 2A-2ov 2B-2fv 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 35.73 35.73 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IW I--(i Ili 13A-2ocs 2A-2omd 2A-2ov 0.143 0.580 0.340 e a a 405 16.41 9.62 2.80 18.44 35.73 140 0 58 82 0 0 331 0 561 228 0 2082 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 2A-2ov 2A-2ov 0 091 0.340 0.340 s s s 2.58 9.62 9.62 2.34 12.44 12.61 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 0 0 0 j G 13A-2ocs 2A-2ov 0.143 0.340 s s 4.05 9.62 2.80 13.92 131 0 131 0 529 0 365 0 107 0 107 0 434 0 300 0 V4 G WI0 13A-2ocs 10C-v 12C-0sw 2A-2ov 0 143 0.340 0.091 0.340 sw sw w w 4.05 9.62 2.58 9.62 4.05 2.80 8.71 2.34 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 W P 13A-2ocs 12C-0sw 11DO 0.143 w 2.80 0 0 0 0 0 0 0 0 0.091 0390 n 2.58 11.04 1.44 11.99 0 01 0 0 0 0 0 01 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0 F 20P-19t 00501 1.41 0.71 0 0 00 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 21029 812 0 91 12 322 0 6 c) AED excursion 77 21 Envelope loss/gain 2232 2752 756 279 12 a) Infiltration b) Room ventilation 517 0 164 0 205 0 65 0 13 Intemal gains Occupants @ 230 Appliances/other 1 230 600 0 0 0 Subtotal (lines 6 to 13) 2748 3746 961 343 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 129% 47% 0 0 0 2748 802 0 0 0 3746 1774 29% 47% 0 0 0 961 280 0 0 0 343 163 Total room load Air required (cfm) 3550 180 5520 233 1241 63 506 21 Calculations aDDroved by ACCA to meet all reaulrements of Manual J 8th Ed wrightsoft- 2018-Aug-22 10 37 48 Right-Suite® Universal 2018 18.0 27 RSU24018 Page 2 keSanlaRosaGLW\Lot78ThombrookeSantaRosaGLW rup Calc = MJ8 House faces W DEL -AIR Right-J® Worksheet r"'M-AM CO/010N" 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: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area utility 6.0 It 9 3 ft heat/cod 1 6.0 x 60 ft 36.0 W pwdr 10 5 ft 9.3 ft heat/cool 60 x 5.5 ft 33.0 ft' Ty Construction number U-value Btuh/ft"F) Or HTM Btuh/ft) 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 V11 L -L 12C-0sw 2A-2ov 0.091 0.MO 0.143 0.340 n n_ n n 2.58 9.62 234 12.44 280 12 44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IW c 13A-2ocs 2A-2ov 4,05 962 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 11 W 12C-0sw 2A-2ov 2B-2fv 0.091 0.340 0.340 a a a 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 W 13A-2ocs 2A-20md 2A-2ov 0.143 0.580 0.340 a a e_ 4.05 1641 962 258 9.62 9.62 2 80 18.44 3573 234 1244 1261 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0.340 s s s 0 0 0 0 0 0 0 0 0 227 0 0 0 0 157 0 0 0 0 0 0 0 0 0 0 171 88 0 0 0 118 127jt---G 13A-2ocs 2A-2ov 0.143 0.340 s s 405 9 62 2.80 13.92 56 0 56 0 51 9 42 0 t-0 IW G 13A-2ocs 10C-y 0.143 0.340 sw 405 9.62 258 9.62 280 8.71 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 12C-0sw 2A-2ov 0.091 0.340 sw w w 234 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-26cs 0.143 w 4.05 2.80 0 0 0 0 47 47 189 130 PI L---D 12C-0sw 11 DO 0.091 0.390 n 2.58 11 04 144 11 99 0 0 0 0 0 0 0 0 0 Of 0 0 0 01 0 0 C 16B-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 071 0 0 0 0 0 0 0 0 0 F 20P-19t 0.050 1.41 0.71 0 0 6 0 168 0 0 0 0 0 0 F 22A-lpI 0.989 ZT96 0 00 36 33 11 294 0 6 c) AED excursion 46 6 Envelope loss/gain 394 110 741 369 12 a) Infiltration b) Room ventilation 107 0 34 01 187 0 59 0 13 Internal gams Occupants @ 230 _ Appliances/other 0 0 600 0 10 0 Subtotal (lines 6 to 13) 501 744 928 429 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 29% 47% 0 0 0 501 1 146 0 0 0 744 352 29% 47% 0 0 0 928 271 0 0 0 429 203 Total room load Air required (cfm) 648 33 1096 46 1199 61 632 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoTi^ 2018-Aug-22 10 37 48 AGC`..A Right -Suite® Universal 2018 18 0 27 RSU24018 Page 3 keSanta RosaGLW\Lol78ThombrookeSantaRosaGLW rup Calc = MJ8 House faces W QDEL--AIR Right-J® Worksheet MAT= - is t:ornr MMM 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: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr we 0 ft 9.3 ft heat/cod 3.5 x 6.5 ft 22.8 ft' mstr wic 0 ft 93 ft heat/cool 5.5 x 10.0 ft 55.0 ft' Ty Construction number U-value Btuh/ft"F) Or HTM Btuh/ft') Area (W) 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 11 t_-G_ W L-G 12COsw 2A-2ov 13A-2ocs 2A-2ov 0.091 0340 0 143 0 340 0.091 0.340 0.340 n n_ n n 2.58 9 62 2.34 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 405 962 2.80 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-0sw 2A-2ov 2B-2fv a a e 2.58 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 W E-ci G 13A-2ocs 2A-2omd 2A-2ov 014 0 580 0 340 a a e 4.05 16.41 962 2.80 18.44 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 j F-- G T---G 12C-0Os 2A-2ov 2A-2ov 0 091 0 340 0 340 s s s 258 9.62 9.62 234 12.44 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 jt-G VV G IW L-G_ 13A-2ocs 0 143 0_340 0 143 0.340 0 091 0 340 s s sw sw_ w w 405 962 4.05 9.62 258 962 2.80 13.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02A-2ov 13A-2ocs 1 OC-v 12C-0sw 2A-2ov 2.80 8.71 2.34 35.73 2.80 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0143 0 091 0 390 w 4.05 0 00 0 0 0 0 0 0 0 0 0 P 12C-0sw 11 DO n 2.58 11 041 1.44 11.99 0 0 0 0 0 0 0 01 0 0 0 0 C 1613-38ad 0.026 0.74 1.41 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 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpi 0 989 2799 0.00 23 0 0 0 55 0 0 0 6 c) AED excursion 1 1 Envelope loss/gain 0 1 0 1 12 a) Infiltration b) Room ventilation 0 0 0 0 0 0 0 0 13 Internal gains Occupants @ 230 Appliances/other 0 0 10 0 0 10 Subtotal (lines 6 to 13) 0 9 0 9 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 29 % 47% 0 0 0 0 0 0 0 0 9 4 29 % 47% 0 0 0 0 0 0 0 0 9 4 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. wrigFxtsof[- 2018-Aug-22 10 37 48 Right-Suite(R)Universal 2018 18 0 27 RSU24018 Page 4 keSantaRosaGL=Lot78ThombrookeSantaRosaGLW rup Calc = MJ8 House faces W DEL --AIR Right-JO Worksheet r"r"'°-MC01MTOMM 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: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area dining rm 10.0 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/W) 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 TI-( 12C-0sw 2A-2ov 0 091 0.340 n n 2.58 9.62 2.34 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IW c 13A-2ocs 2A-2ov 0 143 0340 n n 4.05 9.62 2.80 12.44 93 39 54 0 220 374 152 483 117 0 117 0 472 0 326 0 11 W W 12C-0sw 2A-2ov 2B-2fv 0.091 0.340 0.340 a a e a a a 2.58 9.62 9.62 4.05 16.41 9.62 2.34 35.73 35.73 2.80 18.44 3573 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 13A-2ocs 2A-2omd 2A-2ov 0 143 0.580 0 340 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j F-{ L -l' 12C-0sw 2A-2ov 2A-2ov 0.091 0.340 0.340 s s s 2.58 9.62 9.62 2.34 12.44 12.61 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 W L-G 13A-2ocs 2A-2ov 0.143 0.340 s s 4.05 9.62 2.80 13.92 0 0 0 0 0 0 0 0 5 0 5 0 19 0 13 0 W Imo; 13A-2acs 10C-v 0.143 0.340 sw sw 4.05 9.62 2.80 8.71 0 0 0 0 0 0 0 0 53 23 30 23 122 218 84 197 IW L--G_ 12C-0sw 2A-2ov 0 091 0 340 w w 2.58 9.62 234 3573 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W_ P 13A-2ocs 12C-0sw 11DO 0143 0 091 0 3901 w n 4.05 2.58 11.04 2.80 1 44 1 11.99 0 0 01 0 0 0 0 0 01 0 0 0 0 231 23 0 208 23 0 536 250 0 300 272 C F 1613-38ad 0.026 0.74 1.41 0 0 0 0 0 0 0 0 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 0 0 F 22A-tpi 0 989 27.99 0.00 150 10 280 0 365 19 520 0 6 c) AED excursion 54 80 Envelope loss/gain 874 581 2137 1273 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 868 2469 2578 14 15 Less extemal load Less transfer Redistribution Subtotal Duct loads 29% 47% 0 0 0 1052 307 0 0 0 868 411 29% 47% 0 0 0 2469 720 0 0 0 2578 1221 Total room load Air required (cfm) 1359 69 1279 54 3190 162 3799 160 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 14-wrigF tsoff[' 2018-Aug-22 10 37 48 4C A Right -Suite® Universal 2018 18 0 27 RSU24018 Page 5 keSantaRosaGLW\Lot78ThombrookeSantaRosaGLW rup Calc = MJ8 House faces W DEL --AIR Right-J® Worksheet TM'''MCO"°"'°"" 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: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area open to below 32.0 ft 9.0 ft heat/cod 15.0 x 17.0 ft 255 0 ft' rrn 2 26.0 ft 9.0 A heat/cool 15.0 x 11 0 ft 165.0 ft' Ty Construction number U-value Btuh/ftL-F) Or HTM Btuh/ft') 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 WL_G 12C-0sw. 2A-2ov 0.091 0.340 n n_ 2.58 9.62 234 12.44 153 0 153 0 394 0 359 0 0 0 0 0 0 0 0 0 W 13A-2ocs 2A-2ov 0 143 0 340 n n 4.05 9.62 2.80 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 12C-0sw 2A-2ov 2B-2fv 0.091 0.340 0.340 a a a 2.58 9.62 9.62 2.34 35.73 35.73 135 0 40 95 0 0 245 0 385 223 0 1429 135 30 0 105 0 0 270 289 0 246 1072 0 IW L_ G 13A-2ocs 2A-2omd 2A-2ov 0.143 0 580 0.340 0.091 0.340 0.340 0.143 0.340 a a a 4.05 1641 9.62 2.58 9.62 9.62 4.05 962 2.80 18.44 35.7_3 2.34 12.44 12.61 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j G 12C-0sw 2A-2ov 2A-2ov 13A-2ocs 2A-2ov s s s s s 0 0 0 0 0 0 0 0 0 0 0 0 99 0 0 99 0 0 255 0 0 232 0 0 2.80 13.92 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UV I--G 13A-2ocs 10C-v 0.143 0.340 sw 4.05 9.62 2.80 871 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IW G 12C-0sw 2A-2ov 0.091 0.340 sw_ w w 2.58 9.62 2.34 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0.143 w 4.05 280 0 0 0 0 0 0 0 0 P 12C-0sw 11DO 0.091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C F 16B.38ad 20P-19t 0 026 0.74 1.41 1.41 255 0 255 188 360 165 165 121 233 0 050 0 0 0 0 0 0 0 F F 20P-19t 22A-tpl 0 050 1.41 27.99 0.71 0.71 0.00 0 0 0 0 0 0 0 0 098 0 0 0 0 0 0 0 0 6 c) AED excursion 51 37 Envelope loss/gain 1211 2421 935 1820 12 a) Infiltration b) Room ventilation 550 0 174 0 447 0 142 0 13 intemal gains - Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1761 2595 1382 1962 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 140% 59%1 0 0 0 1761 703 0 0 0 2595 1544 40% 9 DI 0 0 0 1382 551 0 0 0 1962 1167 Total room load Air required (cfm) 2464 125 4139 174 1934 98 3128 132 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. FJJ- 2018-Aug-22 10 37 48 Right -Suite® Universal 2018 18 0.27 RSU24018 Page 6 keSantaRosaGLW\Lot78ThombrookeSantaRosaGLW.rup Calc = MJ8 House faces W 1 DEL --AIR Right-J® Worksheet HIL911`111111111 - AMCOMMM14'° 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: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 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/tt'-'F) Or HTM Btuh/ft 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 VV L-G 12C-0sw 2A-2ov 0.091 0.340 n n 2.58 9.62 2.34 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IW i 13A-2ocs 2A-2ov 0.143 0.340 n n 4.05 9.62 2.80 12.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 12C-0sw IW E2I--(i 2A-2ov 2B-2fv 13A-2ocs 2A-2omd 2A-2ov 0.091 0.340 0.340 0.143 0.580 0.340 a a e a a a 2.58 9.62 9_62 4.05 16.41 9.62 2.34 35.73 35.73 2.80 18.44 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j F-( tW G 12C-0sw 2A-2ov 2A-2ov. 13A-2ocs 2A-2ov 0.091 0.340 0.3_40 s s s s s 2.58 9.62 9.6z 4.05 9.62 2.34 12.44 12.61 2.80 13.92 72 6 0 0 0 66 6 0 0 0 170 58 0 0 0 155 75 0 0 0 108 0 0 0 0 108 0 0 0 0 278 0 0 0 0 253 0 0 0 0 0.143 0.340 W l 13A-2ocs 10C-v 0.143 0.340 sw sw 4.05 9.62 2.80 8.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IW 1--G 12C-0sw 2A-2ov 0.091 0.340 w w 2.58 9.62 2.34 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-2ocs 0,143 0.091 0.390 w n 4.05 2.5B 11.04 2.800 1.44 11.991 0 0 0 0 0 0 0 0 0 0 0 0 6 PII D 12C-0sw 11DO 0 0 0 0 0 0 0 0 0 0 C 16B_38ad 0.026 0.74 1.41 48 48 35 68 72 72 53 102 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 6 0 F 22A-tpl 0.989 27.99 0.00 0 0 0 0 0 00 0 6 c) AED excursion 20 25 Envelope loss/gain 263 277 331 330 12 a) Infiltration b) Room ventilation 137 0 44 01 206 0 65 0 13 Intemal gains Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 401 321 537 395 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 40% 59%1 0 0 0 401 160 0 0 0 321 191 40% 59% 0 0 0 537 214 0 0 0 395 235 Total room load Air required (ctm) 560 28 511 22 752 38 631 27 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed wri0"ts f`t 2018-Aug-22 10 37 48 ACP. ' Right-Sude® Universal 2018 18 0 27 RSU24018 Page 7 keSantaRosaGLMLot78ThornbrookeSantaRosaGLW rup Calc = MJ8 House faces W DEL --AIR Right-J® Worksheet AMCOUMOMM 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: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area rm 4 33.0 it 90 ft heal/cod 1.0 x 161 8 it 161.8 ft' rm 3 wic 4.0 it 9.0 it heat/cool 4.0 x 5.0 ft 20.0 it' Ty Construction number U-value Btuh/ftl'F) Or HTM Btuh/ft') Area (W) 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 V,V I-( W 12C-0sw 2A-2ov 13A-2ocs 2A-2ov 0.091 0.3_40 0.143 0.3401 n n 2.58 9.62 2.34 12.44 2.80 12.44 63 0 63 0 162 0 148 0 0 0 0 0 0 0 0 0 n n 405 962 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 W 12C-0sw 2A-2ov 2B-2fv 0.091 0.340 0.340 a a a 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 W 13A-2ocs 2A-2omd 2A-2ov 0.143 0.580 0.340 0.091 0.340 0.340 e a a 405 1641 9.62 2.58 9.62 9.62 2.80 18.44 35.73 2.34 12.44 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 12C-0sw 2A-2av 2A-2ov s s s 108 0 15 93 0 13 240 0 144 218 0 189 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WI013A-2ocs 2A-2ov 0.143 0.340 s s 4.05 962 2.80 13.920 0 0 0 0 0 0 0 0 0 0 0 00 0 W L-G 13A-2ocs 10C-v 0.143 0.340 sw sw_ 4.05 9.62 2.80 8.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 12C-0sw 2A-2av 0.091 0.340 w w 2.58 962 2.34 35.73 126 15 I'll286 0 144 260 536 36 0 36 0 93 0 84 0 W 13A-2ocs 0.143 w 4.05 2.80 0 0 0 0 0 0 0 0 P IL--D11DO 12C-0sw 0 091 0.390 n 2.58 11.04 1.44 11.99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C I 16B-38ad 0.026 0.74_ 1.41 162 162 119 228 20 20 15 28 F 20P-19t 0.050 1.41 1.41 78 29 0 78 29 110 41 0 55 21 0 9 0 0 0 F 20P-19t 0.050 1.41 0.71 9 13 7 F 22A-tpl 0 989 2799 0.00 0 0 0 0 0 0 6 c) AED excursion 76 8 Envelope loss/gain 1246 1731 120 111 12 a) Infiltration b) Room ventilation 567 0 180 0 69 0 22 0 13 Internal gains -occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 1813 1910 189 133 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 140% 59% 0 0 0 1813 723 0 0 0 1910 1136 40% 159% 0 0 0 189 175 0 0 0 133 79 Total mom load Air required (cfm) 2537 129 3047 128 265 13 211 9 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed ra- 2018-Aug-22 10 37 48 Right-Suite® Universal 2018 18 0 27 RSU24018 Page 8 keSanlaRosaGLW\Lol78ThombrookeSantaRosaGLW rup Calc = MJ8 House faces W DEL --AIR Right-JO Worksheet 1O1 -AMCONOMMIN 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: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mt 3 24 0 ft 9 0 ft heat/cod 12.0 x 12.0 ft 144.0 ft' loft 105 ft 9.0 ft heat/cool 150 x 10.5 ft 157.5 ft' Ty Construction number U-value Btuh/ft"F) Or HTM Btuh/ft') 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 T--G 12C-0sw 2A-2ov 0.091 0.340 n n 2.58 9.62 234 12.44 108 15 93 0 240 144 218 187 95 30 65 0 166 289 151 373 11 W 13A-2ocs 2A-2av 0.143 0.340 n n 405 962 280 12.44 2.34 35.73 35.73 280 18.44 35.73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W 12C-0sw 2A-2ov 2B-2fv 13A-2ocs 2A-2omd 2A-2ov 0.091 0.340 0.340 0.143 0.580 0.340 a a e_ e a a 2.58 9.62 9.62 4 05 16.41 9.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j Lam, 12C-0sw 2A-2ov 2A-2ov 0 091 0 340 0.340 s s s 2.58 9.62 9.62 2.34 12.44 1.2.61 2.80 13.92 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 13A-2ocs 2A-2ov 0.143 0.340 s s 4.05 9.62 0 0 0 0 0 0 0 0 0 0 0 0 UV O 13A-2ocs 10C-v 0 143 0.340 sw sw 4.05 9.62 2.80 8.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IW 1--G 12C-0sw 2A-2ov 0.091 0.340 w w_ 2.58 9.62 4. 05 2.58 11.04 2.34 35.73 2.80 1.44 11.99 108 15 93 0 240 144 218 536 0 0 0 0 0 0 0 0 0 W R L-D 13A-2ocs 12C-0sw 11DO 0.143 0 091 0390 w n 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C F 1613_38ad 20P-19t 0 026 0.74 1.41 144 144 106 203 0 158 0 158 0 116 0 222_ 00.050 1.-c 0.71 0 0 0 F F 20P-19t 22A-tPl 0 050 1.41 0.71 3 3 4 2 0 00 0 0 009827.99 0.00 0 0 0 0 0 0 6 c) AED excursion 113 47 Envelope loss/gain 878 1477 571 699 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) 11291 1607 751 756 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 40% 59% 0 0 0 1291 515 0 0 0 1607 956 40% 59% 0 0 0 751 300 0 0 0 756 450 Total room load Air required (cfm) 1805 92 2564 108 1051 53 1206 51 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wrightsoft- 2018-Aug-22 10 37 48 Right -Suite® Universal 2018 18 0 27 RSU24018 Page 9 keSantaRosaGLW\Lot78ThombrookeSantaRosaGLW rup Calc = MJ8 House faces W 1 DEL -AIR Right-JO Worksheet KATM- AM COM 1i ORM 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: Lot78ThombrookeSantaRos... Date: 6/4/2014 By: FJF 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area stairs 3.5 ft 90 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 (W) or penmeter (ft) Load Btuh) Area or perimeter Load Heat Cod Gross N/P/S Heat Cod Gross N/P/S Heat cod 6 4{V L-G 12C-0sw 2A-2ov 0 091 0.340 n n 2.58 9.62 2.34 12.44 0 0 0 0 0 0 0 0 IWI L--G 13A-2ocs 2A-2ov 0 143 0 340 n n 405 962 2.80 12.44 0 0 0 0 0 0 0 0 11 W W 12C-0sw 2A-2ov 2B-2fv 13A-2ocs 2A-2omd 2A-2ov 0.091 0.340 0.340 0.143 0.580 0 340 a a e_ a a e 2.58 9.62 9.62 4.05 1641 962 2.34 35.73 35.73 2.80 18.44 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 12C-0sw 2A-2ov 2A-2ov 0 091 0 340 0 340 s s s 2.58 962 9.62 2.34 12.44 12.61 32 0 0 32 0 0 81 0 0 74 0 0 IWI r --G 13A-2ocs 2A-2ov 0 143 0.340 s s 405 962 2.80 13.92 0 0 0 0 0 0 0 0 W t -G 13A-2ocs 10C-v 0.143 0.340 sw sw 4.05 9.62 2.86 8.71 0 0 0 0 0 0 0 0 IW G 12C-0sw 2A-2ov 0.091 0.340 w w 2.58 9.62 2.34 3573 2.80 1.44 11.99 0 0 0 0 0 0 0 0 W_ P 13A-2ocs 12C-0sw 11DO 0 143 0.091 0.390 w n 4 05 2.58 11.04 0 00 0 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.74 141 254 254 187 358 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 26 Envelope loss/gain 268 405 12 a) Infiltration b) Room ventilation 60 0 19 0 13 Internal gains Occupants @ 236 Appliances/other 0 0 0 Subtotal (lines 6 to 13) 328 424 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 40% 59% 0 0 0 328 131 0 0 0 424 252 Total room load Air required (cfm) 459 23 676 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Aug-22 10 37 48 AC A Right -Suite® Universal 2018 18 0 27 RSU24018 Page 10 keSanlaRosaGLMLol78ThombrookeSantaRosaGLW rup Calc = MJ8 House faces W DEL --AIR Duct System Summary NfAi O 110t 1ONOMM118 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone. 407-333-2665 Fax 407-333-3853 WebWWW.DEL-AIR COM For: TAYLOR MORRISON External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0. 30 in H2O 0. 06 in H2O 0. 24 in H2O 0. 120 / 0.120 in H2O 0. 157 in/100ft 1400 cfm Job: Lot78ThombrookeSanta... Date: 6/4/2014 By: FJF Cooling 0. 30 in H2O 0. 06 in H2O 0. 24 in H2O 0. 120 / 0.120 in H2O 0. 157 in/100ft 1400 cfm 153 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln ( ft) Ftg. Egv Ln ( ft) Trunk bth 2 h 560 28 22 0.308 4.0 Ox 0 VIFx 8.0 70.0 bth 3 h 752 38 27 0.293 4.0 Ox 0 VIFx 12.0 70.0 dining rrn h 1359 69 54 0.170 6.0 Ox 0 VIFx 41.3 100.0 st3 family rm h 4604 233 179 0.157 8.0 Ox 0 VIFx 53.2 100.0 st3 kitchen h 3190 162 160 0.178 7.0 Ox 0 VIFx 34.6 100.0 st3 loft h 1051 53 51 0.232 7.0 Ox 0 VIFx 18.5 85.0 st2 mstr blh h 1241 63 21 0.188 5.0 Ox 0 VIFx 22.7 105.0 st4 mstr rm c 5520 180 233 0.177 8.0 Ox 0 VIFx 30.6 105.0 st4 mstr we c 14 0 1 0.184 4.0 Ox 0 VIFx 25.2 105.0 st4 mstr wic c 14 0 1 0.190 4.0 Ox 0 VIFx 21.1 105.0 st4 open to below -A c 4139 125 174 0.216 8.0 Ox 0 VIFx 25.9 85.0 st2 pwdr h 1199 61 27 0.172 5.0 Ox 0 VIFx 39.6 100.0 st3 rm 2 c 3128 98 132 0.282 7.0 Ox 0 VIFx 15.0 70.0 rm 3 c 2564 92 108 0.212 7.0 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 no 4 h 2537 129 128 0.264 7.0 Ox 0 VIFx 20.8 70.0 stairs c 676 23 29 0.309 6.0 Ox 0 VIFx 7.6 70.0 utility c 1096 33 46 0.180 4.0 Ox 0 VIFx 28.2 105.0 st4 W right3Oft- 2018-Aug-22 10 37 50 Right - Suite® Universal 2018 180 27 RSU24018 Page 1 keSanlaRosaGLMLot78ThombrookeSantaRosaGLW. rup Calc = MJ8 House faces W Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st1 Peak AVF 276 301 0.177 552 10.0 0 x 0 VinlFlx st2 Peak AVF 283 342 0.212 436 12.0 0 x 0 VinlFlx st4 Peak AVF 276 301 0.177 552 10.0 0 x 0 VinlFlx st1 st3 Peak AVF 525 420 0.157 668 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 rb1 Ox 0 1400 1400 0 0 0 0 Ox 0 VIFx 1 + wrightsoft- 2018-Aug-22 10 37 50 w., Right -Suite® Universal 2018 18 0 27 RSU24018 Page 2 keSantaRosaGL=Lot78ThombrookeSantaRosaGLW.rup Calc = MJ8 House faces W 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name Lot78ThornbrookeSanlaRosaGLW Builder Name: Taylor Morrison Street 483 Rocky Grove Lane Permit Office: City, State, Zip- Sanford , FL , 32771 Permit Number: Owner Jurisdiction- 691500 Design Location: FL, Sanford 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/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim foists shall include the air barrier. Rim joists shall be insulated Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall thermal envelope shall be air tight and IC rated Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover olates and walls or ceolonas. a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 8/22/2018 10 32 AM 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 verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 8/22/2018 9 30:12 AM 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: Lot78ThornbrookeSantaRosaGLW Builder Name: Taylor Morrison Street: 483 Rocky Grove Lane Permit Office - City, State, Zip: Sanford , FL , 32771 Permit Number: Design Location: FL, Sanford Jurisdiction: 691500 Cond. Floor Area:: 2138 sq.ft. Cond. Volume: 19670 cu ft. Envelope Leakage Test Results Regression Data: C n: Sinole or Multi Point Test Data N HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 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)(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. 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. 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: 8/22/2018 10:32 AM 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: ti0F EKE srg1 0 EnergyGauge® USA - FlaRes2017 - Section R405.4 1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS 483 Rocky Grove 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)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope During testing. 1 Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2 Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3 Interior doors, if installed at the time of the test, shall be open 4 Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed 5 Heating and cooling systems, if installed at the time of the test, shall be turned off 6 Supply and return registers, if installed at the time of the test, shall be fully open R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907 R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0 3 cfm per square foot (1 5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2 6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/1 S 2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors 8/22/2018 10 32 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1 2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2 0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2 9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403 3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design 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. 2 Poslconstruction 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 (1YC) 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 limes when heated water is used in the occupancy. 8/22/2018 10 32 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/2 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 slated requirements for the appropriate water -heating category Solar water heaters shall meet the criteria of Section R403 5.6 2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2 Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302 1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUIV CFM) Range hoods Any 2 8 cfm/watt Any In -line fan Any 2 8 cfm/watt Any Bathroom, utility room 10 1 4 cfm/watt 90 Bathroom, utility room 90 2 8 cfm/watt Any For SI 1 cfm = 28 3 L/min. a When tested in accordance with HVI Standard 916 8/22/2018 10.32 AM EnergyGauge® USA - FlaRes2017 - FBC 6lh Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space Exceptions 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 limes greater than the design cooling load even if the design heating load is 1.15 limes greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403 7.1 R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F, (4 8°C) R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10 1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater Operation of such switch shall not change the setting of the heater thermostat Such switches shall be in addition to a circuit breaker for the power to the heater Gas -fired heaters shall not be equipped with continuously burning ignition pilots R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors: Healers and pump motors that have built-in time switches shall be in compliance with this section Exceptions: 1 Where public health standards require 24-hour pump operation. 2 Pumps that operate solar- and waste -heat -recovery pool heating systems 3 Where pumps are powered exclusively from on -site renewable generation R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21 56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 8/22/2018 10.32 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4 0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature A test report from an independent laboratory is required to verify procedure compliance Geothermal swimming pool heat pumps are not required to meet this standard R403.11 Portable spas (Mandatoryte 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. 8/22/2018 10:32 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 TOMMANG Tp iNE 1ST FLCOR _ - ( - t' TI AAV WATERLbw SOFTENER ii 3•. : l POWDER GARAGE t SINK , TAYLOR MORRISON HOMES THORNBROOKE S.F. ? f E ir HOUSE TYPE: SANTA ROSA LOT 78 WATER SOFTENER GARAGE SINK ! ' 1ST FLOOR TAYLOR MORRISON HOMES r THORNBROOKE S.F. HOUSE TYPE SANTA ROSA - LOT 78 W OPT'S: _ ERSOFTENER ERWATEGARAGE r _ 2ND FLOOR -= - - - BATH 2 A A V BATH 3 3' 1VA.STE STACK FROM, 2PM FLOOR TERNIIh( ATIiIG TO THE 3STFLOOR 4 LM ! RECORD COPY DESCRIPTION AS FURNISHED: Lot 78, THORNBROOKE PHASE 4, as recorded in Plat Book 81, F oges 70 {hru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. CID TRACT J N 00014' 55" W a /U 40.00' 1_6 RED ROSE LANE IAl 01 R/W VARIES) TRACT I 1 Ok to construct single family home 10' urll_ ESMT. zs.e ll 2680 with setbacks and impervious area 3 80' I shown on plan. LOT 78 N 7-' 5b0' --- / _— 16.0' LANAI 3.O'x3.0' 5.00' 06 `O AC 5.00" 5.00' 30.0" PROPOSED RESIDENCE o MODEL: SANTA ROSA- INCLUDED-TRADITIONAL) Lo O 2 CAR GARAGE LEFT y O16O l( LO O LOT 79 n2 nt 0 n cr, CO 00 1 ti 5.0' h' 5.00' COV'D. n CONC. 8.7' 5.00'( TRACT J Y c5j SF• 21. 5.00 -- 16' DRIVE J 25.20 5.20' 2 10, UTIL. ESMT. yy 39.26' PC) 5' CONC. WALK OI`+ ICUR1; ----- _ +:N -- B B.) N 00014' 55' W - r" - 40.00' WA'• -- ROCKY GROVE LANE AiG 71D - 50' RIW) TRACT I MPE'Vn! _ IP.P RVI:U:- - 09 PROPOSED = FINISHED SP07 GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS: PLOT FLAN ONLY*.' PROPOSED DRAINAGE FLOW FRONT a 25' I L. - N07' .4 .SURVI',Y) - L07 GRADING TYPE 8 M00. REAR = 15" s , - - - - s PROP051:1) INFOPMATION S110`47•; Ai.', SIDE = 5.0' PROPOSED F.F. PER PLANS = 22 8' SIDE CORNER - 10' DASED ON SUPPLIED PLAN (?RNCIV:;Y = i PROPOSED GRADE'PER CONSTRUCTION PLAN ANO/OR INS1RUC11ON5 I1f1? S1W AW K CLIFNI(NOT 14-10 VI RITII D) I SOO CRUS' E -AS'COTIT & ASSOC, INC. LAND SURVL'YOI', f W LEGEND - LEGEND - 5400 E. COLONIAL DR, ORLANDO, FL. 32807 (407)-277-3232 FAX (407)--6.`i8 - 14•SFi PLAN PAL POINT ON LINE F •HELD TYP. • TYPICAL HOPES: 1 I.. IRON PIPE PRE • POINT DE REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA B( R[) OF P.- IRON IUD PCC. POINTOF COMPOUND CURVATURE CM C014CPETE MONUMENT RAO, RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CH4PTER S-17 FLORIDA ADMINISTWIVE CODE PURSUANT TO SEC7ION 4770"7, nomaA SIATUI} 2 UNLESS EMUOSSED IVlNI SNRVFYO'S SIGNATURE AND ORIGINAL IWSEO SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID F1 IP I/'c' IR •/NLI 45% N.R. NON -RADIAL REC • RLCOVCRCD WP, WITNESS POINT J THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR THERE MAY BE OTHER RESTRICTIONS PUR POINT OF BEGINNING CALC. CALCULATED P[lt • PIIINT OF COMMENCTMENT PRH • PERMANENT RFFERENC(. MONUMENT Olt NSEMEws THAT AFFECT TFIIS PROPERTY. 4. NO UNDERCROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN, CCNIERLINL FF, FINISHED FLOOR ELEVATION 5 THIS SURVEY /S PP.'THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHLN ENIN/ N&D • NAIL L DISV I.SL BUILDING SETVACK LINE B.M BCNCHMARK 6 OILIFNSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECON59HUGT BOUNDARY NINlS P,W - RIGNT -OF-WAY ESMT, • CASEMENT BBB • VASE BEARING 7. BEARINGS, ARE WED ASSUMED'MTI/M AND ON THE LINE SHOWN AS WE BFARINO (BB) PAIN, DRAINAGE 6. ELEVA710NS, IF SHOWN, ARE WED ON NATIONAL GEODETIC OATUAI OF 1929. LINLFSS OTHERWISE NOTED UTII UTILITY 9. CERTIFI04TE OF AUMORIZA ON Fla. 4596. i-- CLFC - EHAITI LINK FENCE I- I. . A - WOrc WOOD FENCE C/D • CONCRLFE DLUCr SCALE DRAWN BY: „' 12U' PI- • POINT OF CURVATURE RT POINT OF TANGENCY DATE CERTIFIEDBY, ORDER No c[ sE DLSCRIPTION R - Apt' PLOT PLAN 08-21-I6 5GlJ-IU dryID DEL I DLACHORDCµ EIIORD VF APING NORTH r OL IHF 41X THIS80LOING/PROPERTY DOES NOT LIE WITHIN LtiTABLISHF. O TOO YEAR FLOOD PLANE AS PER •FIRM• CRUSE IEYER, R.L.S. /1 4714 ZONE " X" MAP N 12177C 0055 F JAMES W SC07T, R.L.S 1 4801 STATE CERT .LIC EC13003715 ELECTRICALINC. 1ns HOLNEC3400StJohnsPkwy 2015 FBC 10 SANFORD, FL STRADAN877-906-1113 1 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL SANTA ROSA BUILDER TAYLOR MORRISON SUBDIVISON m m VOLT/AMPS LARGEST LOAD HEAT PUMPS W/SUPPLEMENTAL HEAT 1 9418 Includes Heat Pump and Heat Strips on together @100% Square feet living areal 21381 3 volt/amps l 6414 35 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 1 8000 3563333 1 AC EP1 35.5 12 2.958333 Oven 0 Cooktop 0 Microwave 1 I 1100 Dryer 1 5000 Disposal 1 500 Pool 1 0 TOTAL OTHER LOAD FIRST 10KVA@100% 10,000 REMAINDER @ 40% 9206 1 LARGESTLOAD 9418 TOTAL LOAD 28 624 VA.l SIZE RECOMMENDED 150 SERVICE SIZE: 240VOLTS= 1 119 MINIMUM PER 150 NEC 33014 TON OTY KW 1 5 2990 5000 3250 0 2 4032 5000 3250 0 2 5 5040 5000 3250 0 3 5280 5000 3250 0 3.5 1 6168 5000 3250 9418 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 9418 POOL" PREWIRES-1OTYAMPS 3D 2401 10060 2401100240 JI 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 J 00 aD O co CA Z 03 v 1 O PC rM n C) d n 0 T1 Permit # REcoRD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form 6U 1 8- 3710 Project Location Address: KLot 7 Grove 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) FL15332.6 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080.3 Roll Up Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL16544- Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FL5444.1 Underla ments Rhino Underlayment FL21842.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive R 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 I TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 7 WINDOW CALL OUTS Mib' 4 5v Vt 37 SH 22 5a 3254 LLI 9' V} 13 SH V2 )3 Su 73 33 54 0A 5:' 1 54 V2 )1 54 24 SH 34 S4 6 54 t/i )5 Su 75 SH 35 aJZ63' 0 V' 3 Lb 54 U 36 5a 265,4 3654 GC. VERFT'V6%RT" OF9INGS FOR ALL WOOLS, 1ION SIZES 44D Kilkla71O1; SAT YART PER OZ 1'AA L X1CRE SnCiFICATIOS REFER TO FLOOR fI A5 FOR STTIE CF iI XU 65ED *N: E WG-5R LAS'M'IT- CS'iT, OR FXD ASS FG) G_ WrrOlff LNrr1 A•: iFF' L O MR016 Lh=1 F 7011D5 o'Lvrmih'lEy 9- i S-Cs5C I 1 W6T tlRLA: I srcNrJcF crawaF I 7MlAVY -rDy I rn ioR LcI _ Fl;'T D: El1C+0 5.040IF' 4547 Cl lsl 5!• R6- j 0 byR. N N L r. L 001 aiEo Eri0r LA a =Sfi 5MD Od-•- ld i vsr• 45gir • • • « r « « « « . — A-;-- LOA—'* t LOU I— AIFF ALL EFR.= ESCAPE 40 Rfw k:ISY LL'SS"41 ff 1-RTIA5 57WA-04 DPEAHb 5r&L rOP.T Irr4 R70 arE / 3 OWNERS SUITE rEi r°cR..TV Ealn,nov Rini RATE MStG Ll aS RA.zEl"al CREG iXHFOYrMNRF"A11i1A0 5rEi' FE v .IM1ICN.` t LDC/TSD0.7i Y'lC 511D5 N IJAi16' 6E IFJ OIIE'•Of101rJ E 9-• FLAT aG E'er RoaoxcaRSEurus GATHERING rxnls.-r.orwsarsrrowxlerJfld* z l-IA1roKI"%1 'dS LOCER 14w 5'd V GGrEGT E.LCiRYX 1-STORY YVTWE OO G kRl-DA15.FlE[Ge]dM oc Mal uzcwcx I KW5 fMFT WAN SiRUCiURAL NOTES i an s. 00Tc s< rtmE nsran ALLAL5TDEERwr% rA DAMS 6EW5 L/\-/ IAI ) UE KYMSiKR rJS'AN Al YI.D LND WADE IEAxm To 6E ill F+'7i NUl DESIGNGROVEALL •` ,/S \ CEIKJ 1 05, cm! aals ue1S 70 DE COYJE D SfAf R53DG FOR?Qtf Eo store fiTEEF Fw4 c . e ltrl •F OWNERSa >• •re ALL WYA4RGDwlLAIO 1RJ rrc u• LFl) 1 4«• R nGTM 0111 VOrID( Nt. FLNG uc DINING ROOM R;RNG I Fl W IA-«'. AO'- o' Oe1 O'P' 4 w LE1EL w q 9- 4' FLAT RG t•O V1FlI To JJER CRCRLOr ALL w 7I' Sra! 4 r v-RE315EERN f LmTn is - KW TLE 76•R ST;t DQa Sh01FA 1N„„. •.y 6RiEQILP on R51d II k DerFE b' 6Y SEE EEiaTwrociR= tx °O" F - - if ru l ' A QA aen rEEt (a"TFafll r rh L--lF-GF- f L ALL mITJE hEea(rAOL G'R L° JLIRTE J ' E RR CW MT UIE]c WllD•q snu[TvtT Or.r A .1------\ Rvw _ ewco=R 14'OA R camT ocwr = TIT I ` RsLhEsaas3-A•oy a¢wToaae h:EiaRm 1 r05T 5 ^ i : VTEe RWf Via, odr r. O LA7i SJ.T IKW o0 I Dr! I / „ Yz A' S.r K`E.l OrME9CF Mr. EAM lOR y ) Y.py bEAERQI qG 5al. a FM1'l1 lY VEi llrDt r1•JF6r •7s. Q15S O fLLr oI IOTOiEN I A ;,;' r '( LAY nTRAY CEILING SECTION J 1r ' I / G /` a•x FOYER \ m I d L 3 Ecr. E ur • 1 f4{L. 1 `LL + 01 3- A• Q NAIT O 5 x ORc rA E!S I rL war aau iTE4L7 I FSARTFORFWT wfoseToom . sije„jr _ r•./ z• O• T6EAa L 111 — 6 p lLl ' • 3 ruw wartl RAtlG eti J ALL NTEYx I RY4 To NR`G Sr4A J AVID L4'15 S.*tE{F A lO E - `Y _ / a L17 W roR - - As- - I xAeti IT PORCH I . 4:ER Sa1DER 9"-iKlMr10TCR.t/: T _ l L A LA_L 16LATE • l' C ,~• / on x>S f -_ - - A7v oC Al ana IEDD - .,n- TOP DV I{ r— o (' lf.f• • Amcla. E% Lceo coo J O r ATTIC ACCESS wmf a at DETAIL w r cA9* . f-m , 2 CAR GARAGE w`• ATE Eltn:a *{ J v. F 1T . r- r Ly aFF 57EA5E _ o- Pli XT 1 ^ - O AEU YTI 6ADa b JL7'DRrALL L LFEaG; GKf pD]ik OR.fCiR01__________ S wRTOSFii )Fd ' • CALI. TOP I— ZALE TV. TV 5 L TlF, t I y IwEu• R xpo R-Value ChartmLo721 V sa:soxr.:w2DooR 1 L Tvsoerminrxx• IaIIRT;rch R•v mWELu T •: o.• L nrAT s Roe G A7ri, a l5 f"m AMV& EI RRC AM • • as FGLATa Rx uA'N r100r F•AAv NOTES • ' 4 rwn DVf_I:fU' Tx( Y • hYJ375 rA5DTf YL5 RAJ - J pF_ T.R.I R So A t G=RYii rF.liKl RJMAIN FLOOR PLAN NOTES 2A1•r INCLUDED ELEVATION SOIb W•TV GARAGE LEFT A FLOC.•Z 5TRUCIUMAL L=G`- ND yy--rrMLM W I c 0.- E L s• alJ-I{71 ff' Ck'Ev"' 7CCY Lh rl FLLFLL•U O _ GMW.7 WT, FU 56:R " O - 5' KO Gra. 00(FL1D' JG5•W COOCOO_Rruerlox tar.[o•5 r IJyl11rEdG1EErE7dlGffiLhcNL 5 6+A aIfFD SaG rOl.rE LhTfl 1•rE- EIU5 O _ BAR FtID 5GI)_]JOS _ YLh•E:5 5rU °E F11D 5RaL r KO 5.x6 RID 40ETfK¢D VU S ELR 51D5 v Iu sn w. _1 D rolEC101511 EASE fO - MWDE a, 1.15TC5 V TV S. rsO R'A r• iDRS Ar 515F FTOYDE 1 Kr NU 01 fT 6iA WV. C53 RmJI AAr, rd TOW EDAM 5TDS AT AXEAM 5PL6 I N., "61 L51;5 SRA`.1{ 51105 N LE 7©io'.E V. 71 V SCET'JI RaIE V. N S-fYT. 05 aH 5M SFL6 •a'NIrPSD(xnF CalEC110113 rLvfCr%I1 EJ:i F Pro" MSlD5u1-1 SFYLi HTN rowlen Al 6111L A s I 1 h 7•. I • I 7-c'se FG IwE WA-E YUe SI l h F, I Ir E L% CLl I IO LF TV Y5r. SL wk conwh r I L'/M)F. I , YrE'L .O ATlr P X ~A&E IN• M1Ta• r Raw RA:w, ao - E.[ti0"EFt70 II TO0FORIPEFRRCCR ' "LU54 FG6aro T BEDR 2 TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS WINDOW CALL CUTS Ia'b FG 206 FG UM FG 4015 FG020' Sw24' 4 1610 FG Yli(G FG 302E 161L0i2 FG 30 O 57 iZ30 rJ' I 3039 54 4030 51435' C, W Sa 2L40 54 3040 % 404 f lZ-. 48' p V 0 SW X50 54 SH LM 546Ru' 3 U0 514 2060 5-4 3080 SW L= SW12' 6C L ERFT -L5CNW Cf BW,5 FOR ALL 6' WS, w eMU 15:2ES AbV ISTALLAT M TUT PART PER riA'tFACW 9-KfCATlON5OZFREFERTOFLOORP4N'S FOR SrTLE GF WWD USED (SSWE HA6-5W, CA MMiNT- UM, OR Fr/ED G_A55- FW 0 e n;, L 6 AIL• 00 0 r N2 I t, M A MARl$ V3,ED 5i IIOe'OIEIDE3 X 10A7 - rwewFLlS51llK7flTli95:rk'ID-6 aILD41rUCLI r - CI-,•-U ' S•An0 R O WSFI'J L TM! DCLYNstVM&0 SM:O:ISIE STO TI liEXIVAIIb'S Tf ON(2)5.r E lIIt•S ff10((rl5't ora 1v'" WS OF I rLblSW( AIMO-YY6lMF_SIOKERIrL',L'-r NR I- DAMTrMF' E S•5rt W.. 1 r J I^I/I.IV1I/1L NOTES ALL LA510 K Fb.?M FS F04 u L=&CAD aEAr•d KADEAS TO K 111241 I 11-IQ '.IG ALE%1EIFAR 01:sro FCCiJ>_YELi lE53RG Sc4 WA-1 KA1 y !'-0' FLAi CLG S Srs71 - . EA7 QEAU'lZ rya• R009 stsiF: ASFt- S . mJ ALL CEKECI ESCAPE APO R0 SDEi01A SFECti ROr7! Sl•AO AEI I - DD[ ADAMS 6EWS NGROVE60 STAB S11.EEI EAST ataluA Dwn w.vu.uooTr&. a` ow,-Il00 ,lx r MONO, A'II'b'_LE WAa v:Et FILE 6wU wlE IY is t SGtE Sa••rI WW DOER-SIAt S1l YE W A's lROROC •i A" I I Mr ko DGw L(L • Yo&Fw Xe'xlul ryrC. , Chi X5 Doff" SLE V N Id GTF.F: SOAO PER L LOFT OS- I UGEi LW ..r.J r i' y IJ- 6 L___J ibLR • AIX EDOY,IMPU RSGTI lO RL/1 R- ID 9-Y RAT CLC 7C RFE'Q lTkO - w LFSIG, Oc & 00FIEGTRUL kO $4 C_at- w Q'X SOIER f L RA 1 i RAW. I I - rG r ltl5.4 I } I 0Id nrt) I 9 1 r l LIEff TO KIfi.CE _ - r f-%Y71' T I I DOnt 1: TO RhC1L QG I /tr[ I 7. IIEA05 AID FOTfJZVO dal L_. ICfi55 dU-IF hr f t rr_Rs rmA elk Al4j ft i 4 niff4i4'rwE" . SCAEt ` Ic OVER -STAIR PROTE III74 >Ic PA'-w STAIR' SECTION r-- t k f- t f ' i f i STAR VrES i5 S-W DO rORYLOAR7 flat DETAU 40 Rnk 5mar. Alix FOR LROKd Arl VAR r05?JMX : (145 KU MG BOLL A4rT W O, Au VW4Z TOIL l-hl , 5ir- AL& TdC 1IDAKADIKL"MACOERRRODOLMSI/I45'P5NtSCvAeEt Firal35 RN1Y fA,u. a r0lO s7rVrnD aAA Of. SWLL aE D AL%A AlllE!tR COCl/TU A W.riL A•. I71 Of. SIIfIf¢D ILDL t{LD4•A CERESNRL'Q OK tT 1T RA0 A' E ATValWltlrORTEDNVIL+Fa SW mn•OC WT F5'RXE1t5 AE arT)I. fRDNIW Nr W,4'CE16 /lE fOrIE21FD AT DE DOA AALL TArt YiEFOCI OROLNT LfAZ S4A1 TRR4CIE IT 17AKVI ROKA ltn.-. A+IIDIF0.II TO 800E Afr VWRA.r USOb/Ir or. ATI= ATTAN I lEI. L Lra' s At r Of. TO TP WiD-/ ORD, GK.0/ ATIK FTOM10FOOT! r1N/Urm.3WTO_W.!SEA- LAAD AlL4A lF SAT Y FwO& Oars TO 6E 249 "..m AT 91 Oc FLR N• Ia10C55UM0 WORT N A ICNI COFGWCK KK. W1 K Ill XS 9 SIr um 7-hA 5JiM vlrn AT EADI DO F IAROw E W10M !r A *U:Wl, PWAr Aid DD 1w W N!b'. s LS' ti E70 wU 11 E/D1l A`fJ11 l%Sj ro 0)110. sVI' EOE VIlS NT FaG.1D31 TO L` EFLIIL TM PLATE LED0ER5 TO 4 EA VM 41 OIR. 501' IAS IT LAU tA551G SW AT LOOD ArW M4I W O_' FIAX vF. r uYns AT r a sTrrE,m Arrvwmr_noea Ar WTwI Af1ID1 .%SU TO l A5M ORrWL f10:51750\ LU>: 1ICL-LR! LR lG/. WADII3YJ DCMA5A50.4 OR79tNM S'FR SIbSLM030'FOJII Gl h-lFt WADII lffKLFTIAYL i f t t t i t STARNOTES COf@.'flrls . f1 Rd r.r oUf f 1r xw^:' luEwLIWSTE% Yu{ L K'Pr®SO1W7 1 f H uvOL tASFTIIal11 i 1 i ram"' BATH r• G18 i4 ILUAD q/ U.JLTU.1 onT pkmis lT r i i R: 1M' 5 FC i STARsM YWL 6 CR.'NLDLS %R GE ry.l LDO N4F TIE RrNLSCTI A W T 3! 4 SC S r TREEE6 OXCT QL V.OSb00O NO,E 1{ TCPRFEIROFKRCMTOAPWDIEMT WYE I,[ a BEDROOM 3 Y w LLE lm-/ LOILV RMA RACIzaDOS s.F.L 0•.I I'_z , Tic H REfJR©CR SU1l ffRT',1_N V.4mui 14maTOAo uS wAaR&Ls ro roAOCL9LIltA5-A¢ 3'-0' FLIT CLG b /,/ s r Its i I G MF 1r w A„ E O+ Ip LES TIAN 49 to ro"TIE"I A-0 J l.ai aG v' 8 JJ 7 F O XJDRGU lON r—• ISLarM J COONCLb GV.. fL1E 111' OR1l ACCESS j v Z FILMrw tm of OR l,.K b 0ZiFAY Sox s . I ID Atli' Y a_ BEDROOM 4 1t-0-.t1'-! 0'- 0. FLAT DETAI O i F i t GYpRA!5 l*0TM TO I 1 w CO V: trAr u roCR50lO1CSF Fo RSWFERFecR F'.IF-JfTMrAt ttf!! I I J am Li F IFF_r TO SEE1 , 3 r py 1 I F7tIftFR 1LWe _. 0A0 O . I I I y ' 2138 A r I I jjj••• 11\7 URi[ R rLOM Rwv NO2f ' IL UPPER FLOOR PLAN NOTES i 2B1 1 GARAGE LEFT I . SHINGLE ROOF RECORD COPY 6 F1i 2y'A HEEL4-3/1 30'-0' 0 PLUMB 12 - TRUSS IIQD 4* FOR PLYWOOD. 10 I 3/4- SUBFLOOR 7— I WALL HT. BASED ON 9'-4- JI A.F.F. 1 S ad ~ L in 0 0 OSANF R- I 1 Az eo GE 43 CANT. In 3m al I REFER TO EN PACK FOR 0 0 # 1 8 CONNECTION. 1 I J ) R-562 w11 a 0I h rTIOE U-11 4 F77 co o ro o CJ3 h I 1 in 10 C. B- I 1 01 apI O 3 u o^ 0 Np cis10MGCli n 1 1 II FT12 5 2, -O- 32 TYPICAL 5' SETBACK CORNERSET LABELING 15'-8' -8- 11'-8' AND SPACING sm co HANGER CHART o ,tS dti= HTU 26 ( SIMPSON) 1 JL= THA 422 (SIMPSON) D 7 A l= HUS46 (SIMPSON) J l= HUS26-2<SIMPSON) REFER TO JL= HGUS26-2(SIMPSON) PACK FOR CONNECTION. l..rd End M.r. 21'-4' 3'-8- 5'-0" C CJ3 inATTENTION! F u NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE 1'-0- •- _ .'." DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 2'- cC0- / TYP J _ti -q .0 -. .+,- r,•..ri ,. ... _,... ,(,[.._.-11: aN..J':.. 1 1 l.a. - ti ., ... 7, SETBACK z•- - .++_.-,rICAI_ E P. K _ r1._f R.TO BCSIToi=i'Tr-*ys QU1^-kv'' __.. 'CbRNERSET LA8ftIN` 1.a-,vaseWesetwswTro.,r,sa AND SPACING 1 T° u b r nIs "yapentrsetstrusstNs ..y. THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLAi10N 'OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ECTDR7ILSSaF'ERCEl7 General Notes 1) Al pad dod t w. 1M1 t m Wd ti qr*- Mw IM ti d-d Wb* FdAd V- l. be .0b" 9w i1. uA 2) 'A, g b Y. 5 Idm1 cram Ir.i OAL 3) M b- wo*7 M 24- OL WAM dr.. r.d 4) An, T— NIw M.ILd. bC481 ,.ar...Wldobm XL,.ug *d d1 b. pk d A . b. W dW d . ff-i.- .1 27' b.6 ..a X-M.w MauOwA bN .b,.A... Ni,rd.b U11..rydf db-" d.1dt ROOF LOADING SCHEDULE TCLL = 20 PSF B BC - 17 PSF PSF BCDL - 10 PSF TOTAL 47 PSF DURATION = 1. 25 % NAND SPO/ TYPE- 150 ENCLOSED BLDG EXPOSURE - C USAGE - RESIDENTIAL CAT H WIND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FEIC 2017 TPI 2014 rm. umba dempodom- Plnn mpM fm7-10.d fo_ u Md. ddp ndwwmn6ofm d«>nhnba..ed,o md 1 TOM Psf b.— o h.c lo.d FLOOR LOADING SCHEDUL TCLL - 40 PSF TCDL 10 PSF BCOL = 5 PSF TOTAL 55 PSF ALL. REACTIONS OVER 5000/ AND UPI1F-15 OVII2 1000// ARE SH01fN ON KNGG. WALL KEY 09'-4- 20'-3/40 OESCRIPf10N MT. DATE It M1i LOAD/ OESCRI nON INIT. DATE v rr a.v. , na rv.na CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G It W. WINTER HAVEN FLORIDA 33880 PHONE,(800) 959-8006 FAX, ( 863) 294-2488 BUILDER TAYLOR MORRISON PROJECT THORNBROOK MODEL 213E CCA PROJ/ MODEL/ALT 9AE/ 9A7/213MA, B/213TA, B/213SE 12 ALT DEsaM' CovERED LANAI OTC : LOT : 7E BLOCK DESIGNER PAGE JRH DATE 10 4/ 16 _. 11 4330090L IA4 r m tl/ 1W/02 tm W rxr4adR ENGINEERING PACKAGE Builder: TAYLOR MORRISON HOMES Project: 9A6/9A7 THORNBROOK Model/Building: 213MA/213MB/213TA/213TB/213SE Lot Alt: 02/ Lot: 78 Block: Address: Unit: JobNumbLir: '!N330090 Revision Date: 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 t t i I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUIMITTED IT TRUSS NFR. awn a. STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses is not a requirement of ANSI-TP1 1-2002 but it is a strongly recommended guideline by Carpenter Contractors of Anerica. 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 g, to adjacent trusses that need to be jacked into place more than 'A 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 U inch dlfferentlal deflection. STRONG8ACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY 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 WEB MEMBER The graphic shown on this detail is for generic Illustrative purposes 2X6 STRONGBACK only The exact location of strongback bridging will be specified by Carpenter Contractors of Anerica. 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. I\V UI ULIn1L k11. I .J/ N.T.S -Not To Scale) 66eX:1oogeacipbettitsDet6S5lB--6StaBREFE [R) Design Crit: TPI.2002(STD)/FBC PLT TYP. Wave C RT-1.00 1.25 10 0 7.31.11 Q1'Y:1 FL 7 E WA ,aIY,•• TI,Y.tU Y[W1[ nR[XI Cr.n ,x r...n.n.x, xYEn ,xlrrlw. inr.u,w.I. [uc r ITYTt.'[ I lW ...Iw I• n ,,.i.. u.xE r , R.u.. ru 'MI"' TC LL PSF REF ROB]- 48357 Eiu.."IF"' • iirur:ut' c'T'.inx','ii"ii ii'o axun.c , urn r r x., WA x•rt'nY u(r .n.cwn nwnu .i`.nni.xo urta cwm mum' t RTACxm 0TC DL PSF DATE 07/28/09 A FAWCAL, . 2U0 Ct0..IC. SE. N, BC DL PSF DRW I M PDII TA MT••,u,,,. P•'' MCUSR081 092D9398 ewr M - u Inux n rw 1—FI^•nex n.TutT A. M .e a .n x• WtIF. . Ir FT.. A Tx.. Y.un, •.r A, t 1. Y,.. Txc Yn 1...,,..,•A[I x,rx No.52212 9 BC LL PSF HC-ENG DR/DR ALPINE nWamTwhyc. r.w...I. or.Y alY. i:, w" i:i.,anA.. xmuw. ix rrlw, -TALIN. A .AAc .1 .r 18.111. I n 1., CY,r.Y,. YITM Arn 14W[ I YI IILh1 11 ,Y. p4[„LL I[pU .r Mq •.. ir[ Iry IEI n.xeR.Irum .0 nw. a ear un n• n.xyur+l +I,x .u. a,oe .pu n.A((,.m uu.'anu uIL a r.a . nru .n, anal .r nvut uc,T, ., rxi. Yunx, ra Rux ru ...rues ,w. t u.vn Ir R) .xA4 a ru .Awn •, OF T....... ....I rsI,rA..nl.,,. n„a,... STATE OF 1 o,,; , TOT. LD . PSF AR36 OUR.FAC. FROM x.,,:.FL COA0T 33944 K T: AarW.,. u,Tr ...[r ,.. ,«<,(YaA,,:: nnn n,i - 11-TY uo u o Txuccrr.cNEW, I.. arc Wn. ul a T.t uann,nurr or rxt nE,r", tr c Ofl1D. 6\ Jul SPACING JREF- 1TTQO81_Z18 t' I HU/HUC/HSUR/L Hangers I-IU;I-IUC h ,g rs r•.;y tL ri-stAx ui a it asc nrys:o'u i to vial as desc'iL•ca tr la.v. A.;.,inu',all;, H- ha,,gers •.tin h crn, flange concealed Ta`.• oe I",stall:ff sir1,L=6, HU and HUC products are heavy -duly face -mourn joist 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 dirrension is 2Y,e or greater, at 100% of the table bad. Specify HUC. HU is available with one flange concealed when the W dimension is less than 29',s" at 100% of the table bad. Spt;ciy as an vers ,., are spec,/ t-snae o conceal. Fcr any I+., of I LC s^•.vn i^ this catak:g, the use• •rzr b.x,. Lite.'dl'ac rou:R.if ',: t der" sc,eus mc,oa F N2-2S164H1. 'cloev all Inslalaticn e`st'uci-ors a-, I .e the lnaaFz rior-i this: Material: 14 gauge Finish: Galvanized, ZMAX' and stainless steel available Installation: Ai[ ch .he. ^?nge1.4 o corkrt,.e o • 3FC!J., vat's , s nc I c:r.-I icad 1 [-n' 2 _cr;.ti5. l .;n ;:rsr "nr GFC 11-11' x 2 - Vc;,J , N2-252 4 -1 and f - cx, i ;fr.c; li x 1 ' - M-xJd are not :orcea :;:R^ the hs^gere. Drill the 146 -diameter hole to the specified embedment depth plus 14". AAernatroely, dnA the Y,6"diameter hole to the specified embedment depth and blow it clean using compressed air. Caution. Oversized -diameter holes in the base material vol reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's load capacity. Tiles; Irstalatio i Txl Kits aro zwalaLle, 1,ev rxluce v crll o: arc hem -hest d rf-r tit r'1 del Tti Ci'-FC; A minimum end and edge distance of 11f2" is required. Options: Fcrske•a-ed ^angs use',5;- o tack upl load. If hare, atdtn ir. c'. 3b: 'han'N""6 t^ ;n use 804i, . `trhk c^wr vd tt• USv ;;e se G:;=i o` tetle a_'t,^-bed. Codes: See p.14 for Code Reference Key Chart Concealed flanges HUC410 SIMPSON Stron Tie 0 0 HU214 HUC410 Installed on Masonry Block End Wall r\ r n to O HUC410 Installed on Masonry Block End Wall 279 k4i M'. re.f a•r ":{.1. . f u. 5:....r •.u)a... •,rs ie ..moo ..a +. :...r .. . ,i • i .. - .- w a • • .L. ..r.ri u; eat ...-. to- Simpson Strong -Tie! Wood Constniction Connectors HU/HUC/HSUR/L e r r Hangers (cont.) These products are available with adddbnal corrosion protection. Fo- rnore informaton, see p. 18. Model No. Fasteners Allowable Loads(DF/SP) - CodeGFCMUConcrete Standard ConcealedTlten' GFCMU 2 Concrete Tlten' 2 Joist Uplift 160) Down 100/125) Uplift 160) Down 100/125) Ref. HU26 HU26X 4) :" x 1 ii 4) •:' k 1=4 I (2)10d x 1 V 335 1,000 335 1.545 HU28 HU28X 6) 4" k I?v' 6) :" x 1 v, l (4)1Dd x 1 h' 1,500 760 2 400 HU210 HU21,OX 8) <•" x 14,. 8) :." x 13, (4) 10o x 11k' E, 11 In 2,000 760 2,415 HU46 (Min.) HUM 8) Sl x 1: •' 8) s." x I 4)10d common 760 2,000 760 3,200 HU46 (Max.) HUC46 12)""'. 1?; 12) ? r ' ',- 6) tod common 1,135 3,000 1 1.135 3,950 HU26-2 (Min.) HUC26-2 8) -%" k I ' a) -." k 1 ZN' 4) lOd common 760 2,000 760 3200 HU26-2 (Max.) HUC26-2 12) A" x ' -M 12) a' r ' a; 6)10d common 1.135 3,000 1,135 3 950 HU48 (Min.) HUC48 10) x Ik 10) x 1T1- 4)10d common 760 2.500 760 3.725 HU48 (Max.) HUC48 14) ;:' r i M' 14) 4" > ' T: 6)10d common 1,135 3,500 1.135 4,920 j HU28-2 (Min.) HUC28-2 10)', x 1 di 10) tY' x 1 ai I (4)10d common 760 2,500 760 3,725 HU28-2 (Max.) HUC28-2 14) A" r I li 14) :'r ' a5 I (6) 10d common 1,135 3,500 1 135 4 920 HIJ410 (Min.) HUG410 14) : , 1?;" 14) Tl • 14, 6)10d common 1,135 3,500 1.135 4,920 HU410(Max.) HUC410 18); r.14 18):: x14 10)lOdcommon 1,800 4,500 1,800 4920 j HU210-2 (Min.) HUC210-2 14) A" . '1; 14)'Y r ' a; I (6)10d common 1,135 3,500 1 135 4,920 1 HU210-2(Max.) HUC210-2 18)'4"•1?; 18)-A" '-ti j (10) 10d common 1,800 4,500 1,800 5085 HU28X Skew 45" Not ava leble) 6) A k 1?'.` 6) %•" x 1-N 4) 10d x 1 h" 670 1,500 670 2,400 HSUL/R26-2 HSULIRC26-2 12) ,1V, 12)'A' 1?< 4)16dx21/5' 900 3,OG0 900 3,135 HU2z-2 HUC2--2 4) -:" x -': 4) •." x 1-r: 2)10d common 380 1,000 380 1,545 HU212 HU2-2X 1G) lV x 2?i 10) %S" x 1iY (6)10d x 1 W 1,135 2,500 1,135 2,665 I HU214 111_'1" 4*" 12) -': • "t; 12) ','Cy 'A, (6)10d x 1 h" 1,135 2,665 1 135 2 665 HU26-2 (Min.) HUC26-2 (Min.) 8) :%: x 2?:' 8) '%: x I $," (4) l Od common 760 2,000 160 3200 j HU26-2 (Max.) HUC26-2 RAax.) 12) •-+ Y..24 12)A' x 1ii $)10d common 1,135 3,000 1,135 3 950 170 HU26-3 (Min.) HUC26-3 (Min.) 8) •:" : 2." 8) %: x I :'.' (4) 10d common 760 2,000 760 3200 HU26-3 (Max.) IlDC26-3 (Max.) 12) 15 - 'r, 12) :," x 'T; (6) 10d common 1135 3,OCO 1135 3 950 HU28.2 (Min.) HUC28-2 (Min.) 10) x 211i 10) li x tip 4)10d common 760 2,500 760 3.725 HU28-2(Max.) HUC28-2(Max.) 14)Z"x2W 14)'4"+'-li 6)10dcommon 1,135 3,500- 1,135 4,920 HU210-2 (Min.) 11UG210-2 (Min.) 14) A x 2?: 14)''r 1)i' 6) 10d common 1,135 3,500 1,135 4,920 HU210-2 (Max.) HUC210-2 (Max.) 18)'A' x 2 % If 8) > ' x' T 10)10d common 1,800 4,500 1,800 5 085 j HU210-3 (M:n.) HUC210-3 (Min.) 14) :? Y..2 1 4) :'C x i•li 6)10d common 1,135 3,500 1,135 4,920 HJ210-3 (Max,) HUC210-3 (Max.) - 18)' x 24 - 181 '," r. 1;',' I ' (10)1Od common 1,800 4,500 1,800 5,085 HU212-2 (Min.) HUC212-2 (Min) 16)'7 x 2i' 16) A' x i T: 6)10d common 1,135 4,000 1,135 4,920 HU212-2 (Max.) HUC212-2 (Max.) 22)'A r 2V" 22) "u r 1'*.' 10)10d common 1,350 5,085 1.350 5,085 HJ212-3 (Min.) HUC212-3 (Min.) 16)'.: x 2VY 16) !: x 14', 6) 10d common 1,135 4.000 i,135 4,920 HU212-3 (Max.) HUC212-3 (Max.) 22) S; a 29:" 22) '!: x I-." Tomiod common 1,800 5,085 1,800 5.085 HU214.2 (Min.) HUC214-2 (Min.) 18) 215 181 x. Ti 8)10d common 1,515 4,500 1,515 5,085 HU214.2 (Max.) HUC214-2 (Max.) 24)'.;' x 2 V- 24) .'," x 1 V, 12) 10d common 2,015 5,085 2,015 5 085 HU214-3 (Mm , 11LIC214-3 (Min.) 18) " l x 24, 1M :Y x 1 i- 8)10d common 1,515 4,500 1,515 5 085 HU214-3 (Max.) HUC214-3 (Max.) 24) ',' x 211 14) 75 x 1IV, 12)1 Od comrMn 2,075 5,085 2,015 5 085 HU216 HLi'6; 18).4'x?N4" 181'T'x'•1'+ 8)10dxth" 1,515 2,920 1,515 2,920 IIU216-2 (Mm.) HUC216-2 (Min.) 20) . r 2y:" 201 --+ r 1 V- 8)10d common 1,515 4,920 1,515 4,920 lIU216-2 (Max.) IIUC216-2 (Max.) 26)1. e 2 V 26) 7. , 14i" 1 (12)10d common 2,015 5,085 2,015 5 085 HU216-3 (Min.) HUC216-3 (Mo.) 20)': , i3," 201',5 , I W' (8)10d common 1,515 4,920 1,515 4,920 HU216-3 (Max.) HUC216-3 (Max.) 26)',; x 231" 26)'„ x 1 :" (12)10d common 2,015 5,085 2,015 5,085 1. Upli(1 loads nave been ncreased for earthquake or wnd dt.raton wRn no further increase 6 allowed; •n knr7 w•-,nn l:,ri , 01kcm. 2. M,nimim f c = 2.500 psi and minimum fir, = 1.500 psi. 3. W*vi onl/ one Range is conceakul specify right or left concealed 1langd. A. Models wJi'X' are not stock iterns. ' rr,k..; s s,,A t - r:-talc:: s. -,n tl',: l ctr r;<r-rrs a-e':, otr.c:':: n•.:e'lx•. Fasteners. - 1d caw', ^.fl"1 = 0.162' oa. x 31c' lorg, -Sd x 2;4' - .'u.' 041. x _Wt' lorg, a_ cerrr, -•cr - '18' 'a, x 1f ,x 1s'-;'43' c.x',."k•r--;.T-N2-'2'5134-- 'x 1? -te-, 2 5'T*e- 2-Tmir; T t , r ,. al: , be, t.SO ; ,.' f,dl t.,bL l_ ar.- - e z,n. 2r,. • _ ;;'r :I s z - ,J rna Y: 280 UPDATED 04/17117 4 1r_ Simpson Stro;g-Tie-' Wood Construction Connectors ".1 HU/HUC/HSUR/L r r Hangers (cont.) These products are available :cnh adodional co-rosion protectton. For more information, see p. 18. Model No. Fasteners AOowable Loads (OF7SP) CodeGFCMUConcrete Standard Concealed GFCMU Titan' 2 Concrete Titer' 2 Joist Uplift 160 ( ) Down 1oor125) Uplift 160) Down 1001125) Ref. I HU44 HUC44 4)14"-,2';: 4);Y<-?n`1 (2)10dcommon 380 1,000 380 1,545 HU46 (Mn.) HUC46 (Mn.) 8) :'i x 25`4" 8) :; x 14V (4)10d common 760 2,000 760 5,200 HU46 (Max.) HUC46 (Max.) 12) :' x 2 W 12) -5' x 1?T 6)1Gd common 1,135 3,000 1,135 3.950 HU48(Mn.) HUC48(Mn.) I (101''; • =4; 10)'- I (4)10dcommon 760 2,500 760 3,725 HU48 (Max.) HUC48 (Max.) 14) ;.' • 21i" 14)',c" ,'?•: 6) 10d common 1,135 3,500 1,135 4,920 HU410 (Min.) HUC410 (Mn.) I (14) :5- x 21V 14) .f x t i 6) 1Od common 1,135 3,500 1,135 4,920 HU410 (Max.) HUC410 (Max.) 18) i;' 2 `', I (18) 7:" • 1 :,' 10) 10d common 1.800 4,500 1,800 4,920 HU412 (Min) HUC412 (Min.) 161 =" , 2=4- 16)?%, ' 24' 6)10d common 1,135 4,000 1,135 4,920 HU412 (Max.) HUC412 (Max.) I (22) 'Y x 2?:' 22) -Y' x 1 -" 10)10d common 1 800 5,085 1,8CO 5,085 HU414 (Min.) HUC414 (Mn.) 18) ;4'''21.; 18) v4 , 1 Y:' 8)10d common 1,515 4,500 1,515 5,085 HU414 (Max.) HUC414 (Max.) 24) G^ x 2? 24) -_" x 1 =;" 12) 1Od common 2,015 5,085 2.015 5.085 HU416 (Min.) HUC416 (Min; 20) -,e- x 2'r, 20)',;' x 1 ti," I (8)10d common 1,515 4,920 1,515 4,920 HU416 (Max.) HUC416 (Max.) 26) .4 x 2%,' 26) ' < i'.'," I (12) lOd common 2,015 5.085 2,015 5,085 HU66 (Mo.) HUC66 (Mn.) 81 i," + 2W 3)',+ , 1"% 4) 16d common 900 2,000 900 3,200 HU66 (Max.) HUC66 (Max.) I (12) ::' • 2 .' I (12)'.:' + 14'," 6) 1Ed common 1,345 3,000 1,345 3,950 HU68 (Mn.) HUC68 (Mn.) 10) ., x z,,- 10) :•=" : ' ;a' I (4)16d common 900 2,500 9D0 3,725 HU68 (Max.) HUC68 (Max.) 14) ",' x 2 ;" 14) : x ` IVY 6) 16d common 1 345 3,500 1,345 4 920 j HU610 (Mn.) HUC610 (Mn.) I (14) %' 12e.- 14) 7; + IV.' I (6)16d common 1,345 3,500 1,345 4.920 HU610 (Max.) HUC610 (Max.) 18)'•:" x 21 18) S x I W 8)16d common 1,795 4,500 1,795 5,085 HU612 (Min.) HUC612 (Mn.) 161 -';' x 235 16) l5" x `i''W I (6) 16d common 1,345 4,000 1,345 4,920 HU612 (Max.) HUC612 (Max.) 22) '; , "A' I (22) :T x 11," 8) 1Ed common 1,795 4,920 1,795 4,920 170 HU614 (Min.) HUC614 ;Min.} 18j ;;' x 2:,;" 1S)'-; ; : 8) 16d common 1,795 4,500 1.795 5,085 HU614 (14ax.j HUC614 (Max.) 24)'•'.- x 27. 24) ",i , 14; 12) 16d common 2,015 5,085 2,015 SA85 HU616 (Mn.) HU616 (Max.) HUC616 (Mn.) HUC616 (Max.) 20) i;' x 2,:.' 26) -'.' > 2:,- 20) .,4' < 14'4" 26) -4" x 1;.' 8)16d common 12) 16d common 1,795 2,015 4,920 5,085 1,795 2,015 4,920 5,085 HU7 (Min.) Not available) 12) %; • 1 °'; 1 2) :' • it,.' 4)10d x 1'h- 545 2,980 760 2,980 HU7 (Max.) Not available) 16) 5"' :'; lE) `%: ' ; 8)10d x 116" 1,085 3,485 1,085 1 3A85 HU9 (Min) Not available) 18) :'+' x' 18) x' 6)10d x 11h" 1,135 3,230 1,135 3,230 HU9 (Max.) Not available) 24) ;<" • '? 24) 7; • ' ". 10) 1Gd x 1'h" 1,445 3,735 1,445 3,735 HU11 (Min.) Not available) 22) ::" x I V 22) %: x 14:" 6)10d x 1'A' 1,135 3,230 1,135 3,230 HU11 (Max.) Not available) 30)','4 x 1 30)1,: , t'A," I (10)10d x 1 le i,445 3,735 1,445 3,735 HU14 (Min.) Not available) 28) ::' , 1 28) ," , 1 :'. t (8)10d x 11h" 1.515 3,485 1.515 3,485 HU14 (Max.) Not available) 36) -4- x 13-4. 36)'4 x 1 ." 1 (14)10d x I!Y 2,015 4,245 2,015 4,245 HU3.25/10 Not availabkl 2 2) :S" x 1 y+' 2 2) '; x 1 i5" 10)10d common 1,895 5,085 1,895 5,085 HU3.25/12 Not available) 24) A- : 1 ;; 24) ;.' s 1 i" 02)10d common 2,015 5,085 2.015 5.085 HU410-2 (Mn.) HUC410-2 (Min-) 14)':,' • ; a;" 14) A' x' I 6)16d common 1,345 3,500 1,345 4,920 HU410-2 (Max.) HUC410-2 (Max.) 18) ;4' • 1?,4" 18) i; +';'; 8)16d common 1,795 4,500 1,795 5.085 HU412-2 (Min.) HUC412-2 (Min.) I 16) t:" x 1?% 16) -V x 1?; 6)16d common 1,345 4,000 1,345 4.920 HU412-2 (Max.) HUC412-2 (Max.) 22) :'i x i+< I 22) ;i r 1 S+" I 10) 16d common 1,800 4,920 1,8C0 4,920 HU414-2 (Mn.) FlUC414-2 (Mn.) 20) .:' x 1, ,- 20) :;' x 1 aY' I 8) 1Ed common 1,795 4,920 1,795 4,920 HU414-2 (Max.) HUC414-2 (Max.) 26) -,T , 1 e:' 26)'•%" x 1 y4" 12) 16d common 2,015 5,085 2,015 5,085 1. Up6H bads have been ncreasec for earthquake or wnd duration with no lurther increase is abwed, rr di o w,, - o- ter bads r,r.rrn, 1 2. MNmcm t'c - 2.500 psi and nxnxnum I'm = 1,530 psi. . 3. When only one flange is concedec specify right or left concealee Lange.- 4. Models with 'X' are not stock items. F'odcrts v,all : c ,•'aJl'd s_:1• t•,::I T c-1'se w, ar r=;t eatt,o! Fsteners: , G: (4) ; 1 - ,1 - d ' Ih'u1 Ed x 21,^ Ch i r4' a , x 2; ' 4^r,( , I ; ^. cn-m_ 3. ' 4r,' an, < 3' 4rq, R 1 1W 0,-45 ,.x 1"n-Lore' Y' r, -cal;-.=,.'414. .:en2 1"1=t52341I- <24' te12,-1 t.25-3411=1'n ._'x IJ.' r V2.1.31H= _1'-' eko:;e1 ,.-.tA:1k; k:td;.. Sc:1 2 2F corer UPDATED 04/17/17 281 N LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers EE% G This product is preferable to similar connectors because of a) easier installation, b) hgher loads, c) lower j installed cost, or a combination of these features. AN hangers in this series have double shear nail!ng — an innovation that distributes the bad through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nails for the same connect on. Double -shear hangers range from the light capacity LUS harpers to the highest capacity HGUS hangers. For medium bad truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater bad capacity and bearing than the LUS. HGt)Q hangers provide similar capacities as HGUS double -shear harpers, but they use Simoson Strong -Tie"' Strong-DrivO 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: GaWnized. Some products available in stainless steel or ZMAX' coating I GL.0Lv_ilaole it HDG; see Corrosion Information, pp.15-18. Installation: Use all specified fasteners; see General Notes. Nails must be driven at an angle through the joist 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 lergth of the suppled screws exceeds the thickness of the supporting girder, or 41f2" screws may be substituted V the longer length screws with no bad reduction, or a shim 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 11A or4Ks— 1 C O H O r 0 w_/ B Or LUS28 U11"'HHUS210-2 W HGU028-2 Double- Double -Shear i Dcrrkr r3DoubShearNa ling Naiirg Sice View Strar Sde View, I fAvalable on Nadvg Do not some models) Top View •,,,., bend tab •U.S. Parent 5,693,SW 011" MUS28 LSIMPSON ie', 0 a a c C p a O' HUS210 HUS26, HUS28, and HHUS sinular) T a a H UTI HGUS28-2 c c c 6 a c Typical HUS26 Installation with Reduced Heel Height hruss Designer to provide fastener quantity, for connecting rredtiple mernbeis togelher) M 235 236 it` Simpson Strong -Tie' Illood Construction Ccrinectors LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) These p-ocucls are available wth additional corrosion , These products are approvec for installation with the Strong-Dwe• protection. For more inlomra•aq, see p.18. SD Gornector screw. See pD. 39-40 for more information.. Model No. Min. Heel Heigh[ Ga. Dimensions (in.) Fasteners W H 8 Carrying Member Carried Member Single 2x Sizes LUS24 2% 18 IM, 3'% 134 4)10d 2)10d LUS26 4/ IM6 474 134 4)10d 4)10d MUS26 41F6 18 1%6 5YK 2 6)10d 6) i0d HLIS26 4Yn 16 1% 51A 3 14)16d 6)16d HCUS26 4°h 12 1% 5% 5 20) 16d 8) 16d LUS28 4Y. 18 1114. 6% 1 V. 6) 10d 4) -Od MUS28 6%e 18 1 Yi. 6'-Yt 2 8)10d 8)10d HUS28 61/2 16 1% 7 3 22)16d 8) 16d HGUS28 6Y,e 12 1 % 71i 5 36) l6d 12)16d LUS210 4y4 18 1156 7 4S6 1'Y4 8)10d 4)1Oil HUS210 81A 16 1% 9 3 30)16d 10) 16d 1. See table below for allowable loads. OF Alowable Loads SP Alowable loads SPF/HF Allowable Loads Model No. IUplrftt Floor 160) (100) Snow 115) I Roof 125) I Wind 160) Uplittl 160) Floor 100) Snow 115) Roof 125) Wind 160) Uplittt 160) Floor 100) Snow 115) Roof 125) Wind 160)' Code Ref. Single 2x Sizes LUS24 490 670 765 825 1,045 490 725 I 830 895 1,135 420 575 655 705 895 l LIS26 1,165 865 990 1 070 1 355 1,165 940 1 075 1,165 1,475 1,005 740 845 915 1,160 17, FL, MUS26 1,090 1295 I 1,480 1,605 1,825 1,090 1410 1,610 1,745 1,825 940 1,110 I 1265 1,370 1,570 LI7 HUS26 1,550 2,(20 3,095 3335 3,335 1,550 2,950 3,335 3,335 3,335 1,335 2,330 2,650 2,820 2,865 HCIJS26 U0 () 4,360 4,R85 5,230 5,390 1,0b0 4.725 5,290 5,3%. 5,390 y0S 3,750 I 4,200 14,500 4,635 L I US28 1,165 1,100 1,255 1,360 1,725 1,1G5 1,200 1,365 1,480 1,835 1,005 940 1 075 I 1,165 1,475 MUS28 1,555 1.730 1,975 2,140 2,645 1,555 1,880 2150 2,330 2,645 1,335 1 475 F1,690 1,830 2,275 17, FL. L17 HUS28 2,000 3,965 4120 4,220 4,335 2,000 3,790 3,960 4,070 4,335 1,720 2,905 3,035 3,125 3,435 HCUS28 1 19',1 6,745 6,970 7,125 7.275 1 i90 6,460 61705 6,670 7,275 1,cd0 4,960 5,160 5,290 5,745 L LLIS210 1165 1,340 1,525 1,650 2,090 1,165 1,445 1660 1,795 2,270 1,005 1,145 t 305 1,415 1 745 FL, HUS210 3,000 4,255 4,445 4575 5,020 3000 4,105 4,310 4,450 4,930 2,580 3,150 3,315 3,425 3,815 17, L17 Note: For dimenslons and fastener info,mation, see table above. See table'ootnotes on p. 237. HHUS/HGUS See Hanger Options information 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 bad For slooed only or sloped ano skewed harpers, file maximum allowable download is 0.65 o' 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 nailing HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 45•. Allowable bads are: HGUS Seat Width Joist Down Load Uplift W < 2• Square cut ` ' 0.62 of table bad 0.46 of table load W < 2• Bevel cut 0.72 of table bad 0.46 of table load 2" < W < 6• Bevel cut 0.85 of table load 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 Acute side apecny angle Top View HHUS Hanger Skewed Right Joist must be bevel cut) All oist nails installed on the outside angle (non-acule side). Simpson Strong-TiO Wood Construction Connectors Mr. In Face -Mount Hangers e . 4 al e These products are available with add banal corrosion , These products are approved for nstala•ion win the Strong -Drive• protection. For more information. see p• 18. SD Connector screw. See pp. 39-40 for mo•e nterma:ion. t Min. Dimensions (in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Model N0 HeighHeight Ga. W H 8 Carrying Member Carried Member Uplftt 160) Floor 100) Snow 115) Rool 125) Wind 160) Uplift 160) Floor 100) Snow 115) Roof 125) Wind 160) Code Rel Double 2x Sizes LUS24-2 2'/4 18 31A 3A 2 4)16d 2)16d 440 1 800 910 985 1,250 380 680 780 845 1,070 LUS26-2 4t15. 18 3 h 4'A 2 4)16d 4)16d 1,165 11,030 1,180 1,280 1,625 1,000 880 1,0-0 1,090 1.385III7, FL HHUS26-2 4-A. 14 34i. 5% 3 14)16d 6) t6d 1,550 2,785 3,155 3,405 4,265 1,335 Z390 2,710 2.925 3,665 17, U HGUS26-2 49'i. 12 TA, 5'% 4 2Q)16d 8) 16d 2,155 4.355 4,875 5,230 5,575 1,855 a750 4,200 4,500 4,795 HGU026-2-SDS3 5ya 12 3`44 5%. 4 041,P x 3' SDS 4)'/: x 3' SDS 1,635 5,040 5,565 5,565 5,565 1,175 3.630 4 COS 4,)(15 4.005 LUS28-2 06 18 3'/. 7 2 6)16d 4)16d 1,165 1.315 1,500 1,625 2,060 1,000 1125 1,285 1,390 1,765 HHUS28-2 6% 14 3`1. 7% 3 22)16d 8)16d 2,000 4,210 4,770 5,140 6,440 1,720 3615 4,095 a,415 5,375 17, L17, FL HGUS28-2 6% 12 34u 7441 4 36)16d 12)16d 3,235 7,460 7,460 7,460 7,460 2,785 6,415 6,415 6,415 6.415 HGU028-2-SDS3 71/ 12 35A6 7:'r. 4 20) Y: x 3" SDS 6)'/4" x 3" SDS 2.565 7.330 7,330 7,330 7,330 1,845 5.280 5,280 5,280 5.280 1 L LUS210-2 6% 18 3'A 9 2 q 16d 6)16d 1,745 1,830 2,D90 2,265 2,870 1,500 1,5G5 1,7a511,935 2155 HHUS210-2 8* 14 3h. 8A 3 l6d 10)16d i 5 5,635 63&1 6,880 7,165 3525 4,635 5,270 5,380 5,765 17,L17,FL HGUS210-2 894. 12 3i. 9yc 4 46)l6d 16)t6d 4,095 9,100 9,100 9,100 9,if)D 3525 7,465 7,730 7,825 7,825 HGU0210.2-SDS3 9;4 12 3. 9 . 4 28)'R x 3' SDS 8) %" x 3" SCS 3,440 Z415 7.415 7,415 7,415 2.475 5,340 5.340 5,340 5 340 FL Triple 2x Sizes HGUS26-3 4':'ic 12 OA, 51h 4 (20)1Gd 8)16d 2.155 14,355 14,875 5,230 5,575 1,855 3,750 4.200 4.500 4,795 17, L17, FL HGU026-3-SOS4.5 5116 12 4'% 5'h 4 (12) %" x 4'h" SDS 4) 1A x 41h" SDS 1,635 5,040 5,165 5,165 5,165 1,175 3,630 3.720 3,720 3,720 F_ HGUS28-3 6'i5. 12 415A, 7114 4 1 (36)16d 02)16d 3,235 7,460 7,460 7,460 7,460 2,785 6,415 6.415 16.415 6,415 17, L17, FL HGU028-3-SD54.5 7% 12 4"All 71/4 4 1(20)1/i x4'h"SDS 6)Ile x4'h"SDS 2,565 8,400 9,175 9,175 9175 1,845 6,050 6,605 6,605 6,605 H6US210-3 8W. 1214'44. 91/4 4 ) (46)16d 16)16d 4,095 9,100 9,100 9,100 1CO 3,525 7,825 7825 7,825 7,825 17, L17, FL HGU0210-3-SDS4.5 9% 12 4'i'i. 914 4 ((28)'/4' x 4h" SDS 8)14' x 41d SDS 3,440 9,745 9,745 9,745 9,745 2,475 7,015 7,015 7,015 7,015 IL HGUS212-3 1054 12 413S. 10:'. 4 (56)16d 20)16d 5,045 9600 9.600 9,600 9,600 4,335 8,255 8,255 8,255 8,255 L17, FL HGUS214-3 12% 12 4'44c P'. 4 (Gfi116d 22115d 5,515 10.100 10,130 10,100 10,100 4,745 8,685 8,685 8,685 8,685 17, Ouadruple 2x Sizes HGUS26.4 51h 12 65i. 51/1. 4 LO)16d 81l6d 2,155 4,355 4,875 5,230 5,5751 1,855 3,750 4,200 4.5f00 4,795 17. L17, FL HGU026- 4-SCS6 5'h 12 6516 Si. 4 12)1a"x6'SDS 4)'/i x6' SDS 2,375 5,040 5.165 5,165 5165 1,710 3,630 3,723 3,720 3,720 FL HGUS28- 4 7'/. 12 655. 7;U 4 PQ 16d 12)16d 3,235 7,460 7.460 7,460 7,460 2.785 6,415 6,415 16,415 6,415 17. L17. FL HGU028- 4-SDS6 7'i. 12 61A. TK6 4 20) 1,1i x 6" SDS 6)1A" x 6" SDS 4,020 8,400 8,860 8,860 8,860 2,890 6,050 6 38016,3110 E,380 F_ HGUS210- 4 9'/4 12 6 t 9 Yu 4 46) 16d 16)16d 4,095 9,100 9,100 9,100 9,1C0 352 7,825 7,825 7,825 17.825 17. L17, FL I HGU0210- 4-SDS6 9'/. 12 6i1, 941, 4 MIA x 6' SDS 8)'/,"x 6" SDS 4,170 10,260 T0,260 10,260 10,2601 3,000 7,385 7,385 7,385 7,385 FL HGUS212- 4 10% 12 655. 1051 4 a6)1Gd 20)16d 5,045 9,600 9,600 9,600 9,600T,335 8.255 8,255 8,255 8,255 17, FL HGUS214- 4 12% 12 6Y% 12%1 4 1 (66)16d 021 IM 5,515 10,100 10,100 10,100 10,10D 4,745 8,fi85 S,fi85 8,685 8,665 L17, 4x Sizes LUS46 414 18 35'. 435 2 4)16d 4)16d 1,165 1,030 1,180 1 280 1,625 1,000 880 1,010 1,090 1,385 HGUS46 41i6 12 3% 434. 4 20)16d 8)16d 2,155 4,355 4,875 5,230 5,575 1.855 13,750 4,200 4,500 4,795 17, L17, FL HHUS46 Oii. 14 3% 5-46 3 14)16d 16d 1550 2,790 3,160 1410 4,265 1,355 2,390 2,710 292512,665 HGU04G- SDS3 5)6 12 3% 4 A 4 12)1'4*x 3" SDS 4)'/4" x 3" SDS 1 G3; 5,040 5,165 5,165 5,165 1,175 3,630 3,720 3,720 13,720 F_ LUS48 44 181351. 6% 2 6)16d 4)16d 1,165 1.315 1,500 1,625 2M 1.000 1,125 1,285 1.390 1.765 HUS48 6A 14 354. 7 2 6)16d 16d 1550 1,595 1,815 1,9G0 2,470 1,550 1,365 1,555 1,680 2.115 HHU548 6'h 14 33i 7A 3 22)16d 8)16d 2000 4,215 4,770 5,150 6.440 1,720 3,615 4,095 4,415 5535 17,L17,FL HGUS48 61/. 12 35S 714. 4 i6716d 12)1fid 3,235 7,460 7,460 7,460 7,460 2,785 6,415 6,415 8,415 6,415 HGU048- SDS3 1'/4 12 34i 6A 4 20)'/i x3'SDS 6)Yi'x3'SDS 2,565 7.330 7,330 7,330 7,330 1,845 5,280 5,280 5.280 5,280 FI LUS410 6% 18 391. 83'4 2 8) 16d 6)16d 1,745 1,830 2,090 2,265 2,870 1,500 1,565 1,785 1,935 2,455 HHUS410 8% 14 3% 9 3 C>L716d 10)1&1 3745 5,640 6.385 6,890 7,165 3.440 4,835 5,480 5,910 6,165 17,L17,FL HGUS410 8A. 12 3% 9M, 4 1 (46)16d 16)16d 4,095 9,100 9100 9,100 9,1C0 3525 7.825 7,825 7,825 7,825 IiGU0410- SDS3 9% 12 3% 81A 4 2M''Wx3"SDS B)'/4"x3"SDS 3,440 7,415 7,415 7.415 7,415 2.475 5,340 15,340 5,3401 5340rL17. HGL1S412101/r. 12 35S 10% 4 16d 20)1Ed 5,045 9,600 9,600 9,600 9,600 4,335 8,255 8,255 8,255 8,255 HGUS414 11'/. 12 35i 121hc 4 66) 16d 22)16d 5,515 10,100 1Q100 10.00 10.100 4,745 8,685 8,685 8,685 8.685 t9 1. Upl it Lads have peen n.reased for wind or eartnquake loading with no further V Ihen Strong -Drive SDS Heavy-DtAy Cornector scmws do no: penetrate all pies increase allowed. Re.,uce where ottler bads govern. of the supponng g'rder thus, supplemental Strorg-Drve SDS Heavy -Duty 2. Wind (160) is a download rating. Connector -gratis at the hanger locations may be rogtured to transfer the bad to 3. Minimum heel hegnt shown is required to acheve full able bads. For less than the truss pies not peret-ated by the face fasteners, as determined by the Cesicnu. minimum heel hegnt, see technical bulletin T-GREDHEEL at strongtie.com. 7. The supporting girder truss must have adequate thickness to accommodate 4. Truss chord cross -gran tension may I and allowable loads in accordance the scrovv length, so that the screw does net protrude oU the back of :he with ANSVTFI 1-2007. Simpson Strong -Tie* Connector Selector' Software girder. 3'- or 4'h'-long Strong-Drve SDS Heavy -Duty Connector screws includes the evaluation of cross -gran tension in its hanger allowable bads. may be substituted for the longer Strorg-Drive SDS Heavy -Duty Connector For add6oral information; contact S^psun Stro: g T e. '- ...- screws w lh no load reduction. 5. S mpson Strorg-Tie' a:rong-Dnve' SDS Heavy -Du y Connector screws are 8. Loads shown are based on min mum of 2-joy 2x carryvng member for nailed permuted to be nstalec through metal truss plates as approved by the Truss hangers. With 3x carryingmembers, 'W membs, use 16d x 2naffs into the header and Designer, provided the requirements of ANSVT'rl 1--0' 4 Sections 7.5.3.4 and 16dV commons intothe joist with ro lead edus:ron. With single 2x carryng 8.9. 2 are met (pre -doing roqu red through the plate using a max mum of -1162' bit). members, use 10d x I W nails into the Naader ara 10d commons into the 6. Strag- Curve SDS Heavy -Duty Connote, screws that penetrate all plies of the joist, and reduce the bad to 0.64 0- the taole value. supporting girder ( screws must penetrate a mnimum cf 1' into the Last truss A,) 9. Nails: 16d = 0. 162' dui. x 3W long. See pp. 26-27 for other na I sizes may also be used to transfer the loac through all the pies of the suoporting girder, and nformalion. 237 r 0 HTU Face -Mount Truss Hanger The HTU face -mount truss hanger has naI patterns Fdesignedspecificallyforshalowheelheights, so that full allowable bads (with minimum nailing) apply to heel heights as low as 31Y. Minimum and maximum nailing options provlce solutions for varying heel heights and end conditions. 0 Alternate allowable bads are provided for gaps between the end of the truss and the carrynlg member up to 1f2" max. to allow for greater construction tolerances (maximum gap for standard allowable loads is 'A" per ASTM D1761 and D7147). See technical r bulletin T-C-HANGERSAPS at strongtie.com for more information. y m Material: 16 gauge Finish: Galvanized HTU26 Installation: Use all specified fasteners: see General Notes Can be installed filing round holes only, or filling round and triangle holes for maximum values See aRernate inslalahon for applications using the HTU26 on a 2x4 carrying member or Min. heel HTU28 or HTU210 on a 2x6 carrying member height for add,tronal uplift capac,ty per table Options: HTU may be skewed up to 671h°. See Hanger truss and carrying member Options on p. 239 for allowable bads. HTU Installation for e ergelecn ,g Ic.:;r I "t) D st strongtie.com Standard Allowable Loads for rlst:lativn urh S:ro•-g-Dnve' SJ fas12ne- s. (For 1h' maximum gap, use Alternate Allowable Loads.) Codes: See p.14 for Code Refeience Key Chart Typical HTU26 Minimum Nailing Installation Pr These products are approved for nslalaaon with the Strong-Drve' SD Connector screw. See pp. 39-40 to- more inforrrutan. Standard Allowable Loads (1/8" Maximum Hanqer Gap) LSIMPSON Alternate Installation - HTU28 Installed on 2x6 Carrying Member H7U210 similar) Model Min. I Dimensions (in.) Fasteners DF/SP Alowable Loads SPF/HF Allowable Loads Code No. l He elighMemberwHBCarrying Carried Member Uplift 160) Floor 100) Snow 115) Roof1 (125) wind 160) Uplift 160) Floor 100) snow 115) Roof 125) wind 160) Ref. Single 2x Saes HTU26 - 3'n 1 ii S%s 3h 20) I6d 11)10d x 1 h' 730 2,940 3 045 1 3,045 3,045 630 1,920 1,920 1920 1,920 HTU26 (Min.) 37h 1% 57h 31h 20) 16d 14) 10d x 1'h' 1,250 2,940 3,200L3,200 3,200 1,075 2,015 2.015 2,015 2.015 HTU26 (Max.) 51h 1% 57/e Th 20) 1Gd 20)10d x 11h' 1,555 2,940 3.340 4,010 1.335 2,530 2870 3,095 3,450 17IIIU28Ain.) l 3'.4: 1 % 7Y. Th 26)16d 14) 10d x 1'A" 1,235 3,820 3895 3,895 1060 2,920 2,920 2,920 2,920 L17, HTU28 (Maw.) j 7Y 1 % 7Y. 3'h 26)16d 26)1 Od x 1 h" 2,140 3,820 4,340 5,435 1,840 3,285 3,730 4,025 4,675 FL HTU210 (M1n.1 37h 1% 9Y. 3'h 32) 16d 14)10dx 11h' 1,330 4,355 4 355 4,355 1,145 3,265 3,265 3,265 3,265 HTU2t0 (Max.) 914 1yi 9Y. 31h 32)16d 3Z) IOd x 1 h' 3,315 4,705 5,345 5,760 5,995 2,850 4, 445 4,595 4,955 5,155 Double 2x Sizes HTU26-2 (Min) 37h 3lAc 57ha 3'h 20) 16d 14)10d 1,515 2,940 3 340 3,600 3,910 1.305 2,465 2,465 2,46S 2,465 HTU26-2 (Max.) 51h 1 3114. 5% 31h 20) l6d 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.) 3IA TVs 7Y. FlhC3 14) 10d 1,530 3,820 4,310 4.310 4,310 1,315 3,235 3,235 3,235 3.235 17, HTU28-2 (Max.) 7'ii 33ti 71k 126)10d 3,485 3,820 4 340 4,680 5,850 2,995 3,285 3,730 4,025 5,030 FLFL HTU210-2(Min.) 314 3 c 9Y. 14)l0d 1,755 4,70.9 4,815 4.815 4,815 1,510 3,610 3.610 3,610 3,610 HTU210-2 (Max.) 9Yx 3Y'a 9%6 32)10d 4,110 4,705 5,345 5,760 7,200 3 535 4,045 4,595 4,955• 6,190 1. The maximum hanger cao is measured between the )mt (or truss) a ne Software includes the evaluat on of cross -grain terson in its hanger and the carrying member. abwaole bads. For adedcnal informatxxl, contact Simpson Strong -Tie. 2. Minimum heel heights required for full :able bads are based on a minimum 7. Loads shown are based on a minimum 2-ply 2x carrying member. For 2112 peon. ... .._. . .. . . -. - single 2x carrying members: use 1,110 (10d x 11121 nails into the header and .. "' .• '.' 3. Uplift has been increased for wind or earthquake loading with no further reduce the allowable download to 0.70 of the table value. T. allowable increase allowee, reduce where other bads govern. uplift is 100% of the table bad. 4. Wind (162 is a download rating. 8. Nails: 16c = 0.162' da. x 3 h' long, 1 Cd = 0.148' dia. x 3' long, 5. For hanger gaps between'A' and h', use the Alterrate Allowable Loads. 10d x I = 0.148' da. x 1'A' long. See pp. 26-27 for other nad 6. Truss chord crass-gra n tension may I mr. akrwable, kxads n accorcance sizes and Wcrr^zton. with ANSVTPI 1 Simpson Strong-Te' Conrector Selector'" 238 UPDATED 04/17117 1r HTU Face -Mount Truss Hanger (cont.) OF These producLS are aporoved for nstalatan with tie Strong-Drve' SD Connector screw. See pp. 39-40 for more nforrnaucn. Alternate Installation Table for 2x4 and 2x6 Carrying Member SIMPSON 5trongTie Min. Minimum Fasteners DF/SP Allowable Loads SPF/HFAllowable Loads Model Heel ferryingrying Code Carried r Snow oorSnow 160) No. Height Ref. Member Memberber Member 160) 10) 1 5) 125) 1fi0) 160) 100) 115) 125) HTU26 (Mm.) 3 S 1212x4 10)16d 14) 10d x 1 h" 925 1,470 1,670 1.800 2,040 795 1,265 1,43E 1,550 1,755 HTU26 (Max.) 5'h 12) 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 1,93E L17 HTU28 (Max.) 71A 2) 2x6 20)16d 26)10d x 1'h' 1,970 2,940 3,340 3,600 3.905 1,695 2,530 2,870 3 095 3,360 FL HTU210 (Max.) 9'h 2) 2x6 20)16d 32)10d x I le 2,760 2,940 3,340 3,600 3,905 2,375 2,530 2,870 3,095 3,360 1. See table above for dimensions and add fonal footnotes. 4. Nails: 16d = 0.162' dia. x 3h' long, 10dx11A = 0.1 z8' dia. x 1'h' long. 2. Maximum hanger gao for the alternate nstalatlor. is W. See pp. 26-27 for other nad szes and mforrraton. 3. Wind (16C) is a downdcac ratng. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model Min, Dimensions (m.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Lode Na Heel Height W H B Carrying Member Carried Member Uplift 1 00) Floor 100) Snow 115) Roaf 125) Wfnd 160) Uplift 160) Floor 100) Snow 115) Roof 125) Wmd 160) Ref. Single 2x Sizes HTU268 3'h 14S 5'/u 31/h 20)16d 01) 10d x 11/5" 610 2./35 2,/35 2,136 2,/3b S/S 1,125 1,12E 1 1./25 1,725 HTU26 (Min.) 31A 1iS 5%, 3'h I (20) 16d 14)10d x 1 h" 1.175 2,940 3,100 3,100 3.100 1 010 1,955 1,95E 1 1,955 1,955 HTU26 (Max.) 51h 13S 5r% 3 h 20)16d 20)10d x I'h' 1,215 2,940 3,340 3,600 3,760 1,G45 2.370 2,370 2,370 2,370 17 HTU28 (Min.) 31A 14S 71,A. 31h 26)16d 14)10d x 1 h" 1,125 3,770 3,770 3,770 3,770 970 2,825 2,825 2,825 2,825 L17, HTU28 (Max.) 71h 14S 7'A, 31h j (26) 16d 26) 10d x / h' 1,920 3,820 4,340 1 4.680 5,015 1.695 3,285 3,730 3,765 3,765 FL HTU210 (Min.) 31A 14S 9%. 3h 32) l6d 14)10d x 1'h' 1.250 3,600 3,600 1 3,600 3,600 1,075 2,700 2,700 2,700 2,700 HTU210 (Max.) 9'% 1bS 91/4 31/5 32)16d 32)1Did x 1 h' 3,255 4,705 5,020 1 5,020 1 5,020 1 2,800 3,765 3,765 3,76E 3.765 Double 2x Sizes HTU26-2 (Min.) 3% 34f5 5'A. 3lb (20)16d 1 4) 10d 1,515 2,940 3,340 1 3,500 3,500 1 1,305 1 2,205 2,205 2.205 2,205 HTU26-2 (Max.) 5 h 3 A: 5% 3'h I (20)16d 20) 10e 1,910 2940 1 3,340 1 3,500 3,500 1 1,645 2,205 2,205 2,205 2,20E HTU28-2 (Min.) 3'6 3456 714. 31/2(261 l6d 14) 10d 1,490 3 820 3,980 3,980 3,980 1,280 2,985 2,985 2,98E 2,985 17, HTU28-2 (Max.) 7% 31Se 7'ti. 3'h (26) 16d 26) 10c 3,035 3,820 4,340 4.680 5,55E 2,610 3,285 3,730 4,025 4,165 L171 FL HTU210-2 (Min.) 3A 349. 9Yr. 31h I (32116d 14) 10d 1,755 4,255 4,255 4,255 4,255 1 510 3,190 3,190 3,190 3,190 HTU210-2 (Max.) 9h 35Ai 9Yr. 3'h (32)16d 32)10d 3,855 4.705 5.345 5,760' 6,470 3,31E 1 4,045 4.595 4,85E 1 4,855 See :able footrotes on p. 238. Options: See Hanger Oplrons information on pp. 121-123. Skewed Seat Skewable up :o 67W. Available to single and 2-ply size. No bevel cut required. Allowable Loads for Skewed HTU Hangers Model No. Skew Angle Degree) Fasteners DFL/SP Allowable Loads" HF/SPF Allowable Load"'' Carrying Member Carried Member Uplift 133/160) Download 100/1151125) Uplift 133/160) Download 100/ 115/ 125) 51 20) 16d 14)10d x 1 1h" 1,315 2,945 1,130 2,530 HTU26 51-671h 20)16d 12110d x 1 1h" 970 2,595 835 2,230 51 26)16d 20) 10d x 11h" 2 015 _ 3.060 1,730 2,630 HTU28 51-611h 26)16d 11) 10d x 1'k- 1,4S5 2,815 1,280 2,420 51 32)16d 26) 10d x 1'/2" 2,715 3,175 2,33E 2,730 HTU210 51-671h 32)16d 22) 10d x1 h' 2.005 3,040 1 725 2,615 51 20)16d 14)10d 1.335 2,555 1,145 2,200 HTU26-2 51-671h 20) 16d 12) 10d 1,110 2.700 955 2.320 51 26)16d 20)11d 2,470 3,890 2,120 3,345 HTU28-2 51-671h 26) 16d 17) 1Gd 1,710 3,775 1,470 3,245 51 32)16d 26)10d 3,600 4,935 3,100 4,245 HTU210-2 51-671h 32) 16d 22) 10d 2,255 4,790 1 1.940 1 4,120 1. Upth bads have been nu...,bad for wnd or 3. Manrnu•n hanger gap between end of joist (truss) and face of earthquaKe loadir q wth no further increase carryvg member s h'. alcwed. Reduce where other bads govern. 4. Nails: 1 &i = 0.162' de, x 31h' long, 10dx11h = 0.148' dia. x 11h lorg, 2. Allowable downloads may rot be ncreased. I Od = 0.148' dia. x 3' long. See pp. 26-27 for other nail sizes and information. f= y A" flange A^ Acute flange side0' Spealy angle Top View HTU Hanger Skewed Right < 51 • fA O Y U d C COU0U1HN Y ro0 Speclty angle51 ° to 67'h' Top View HTU Hanger Skewed Right z 51' 239 THA/THAC Adjustable Truss Hangers A Aro6 / This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed j cost, ora combination of these features. The THA series have extra long straps that can be fell -formed to give height adjustabihty and top flange hanger convenience. THA hangers can be installed as top flange or face -mount hangers. THA4x and THA2x-2 models feature a dense nail pastern in the straps, which p ovides more Installation options and allows for easy top flange instalalion. Material: See table Finish: Galvanized. Some products available in ZMAX° coating, see Corrosion Information, pp.15-18. InstaGation: Use all specified 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 table. Top nails shall not be wdhin 1/4" from the edge of the top flange members. Fcr the TFIA29, 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 Instal the nails straight into the joist. Face Mount Installation — Instal all face nails according to the table. Not all nail holes will be tiled on all models. On models where there are more nail holes than required, the lowest four face holes musT be hied. Nails used for the joist attachment must be driven at an angle so that they perefrate through the corner of the joist into the header. Alternate Installation — The THA 4x hangers may be installed in a top flange configuration using the tabulated fasteners for face -mount installation and achieve the face -mount installation loads. Instal the tabulated face nails into the face and top of the carryirg member. Nails used for the joist attachment must be driven at an angle so that they penetrate through the ccrrer of the jest into the header. Uplift — Lowest face nails must be filled to achieve uplift loads. Options: THA hangers available w th the header flanges turned in for 35A" (except THA413) and larger, vnth no load reduction - order THAC hanger. Codes: See p.14 for Code Reference Key Chart m Double - Shear Na line Top View 13/4' forTHAC422 2'h'forTHA422-2 THA4262 UT'ITHAC422 L 1 yr ypral 2y.' Inc THA122-2 O ar0 THA126-2 O THA418 SIMPSON Stmiig-Tie Couble 4x2- 2 fare nailsUsefuntablevalue (Total) Single4x2- 4top nails Face na 6 Top nails See (Total Der table per table footnote 3 J V'/ Straighten the dou4 andinshearnailingtabsandinstalnals straight into the joist Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation of THA422 Double - Sheaf Dome Double -Shear Natng Nail ng Side Vew Side View, (Available on Do not some models) bend tao '' U.S. Patent 5,603,580 Straightenthe double shear naiing tabs and instal nails she ght Typical THA422 Top Flange Installation on a 4x2 Floor Truss a El Min. pth h ader I: de Typical THA29 Face Mount Installation 49 4Refero te6 30 Typical THA29 Top Flange Installation 229 THA/THAC Adjustable Truss Hangers (cont.) I* a 0 a 230 Trese prooucts are available vn,h add tonal corrosion protection. For more information, see p.1 S. SIMPSON Strc Ti Model No. 6a Dimensions (In.) Min.' Top Flange Min. r Depth Fasteners DF/SP Allowable Loads SPF /HF Allowable Loads Code Ref. W H C Carrying Member Carried Member Up1111 160) Floor 100) Snow 115) Roof 125) Wind 160) Upldt 160) Floor tOD) Snow 115) Roof 125) Wind 160) Top Face Straight I Slant Top -Flange Installation' THA29 18 1% 9% 5A 2rc 4)1Od 4)10d 4)10d 560 2,260 2,310 2,350 2,350 480 1,740 1,785 11815 1,815 THA213 18 1 % 133 c 51,1 l h 4) lOd 2) lOd 4) 10d x 1'h' 1.G15 1,615 1,615 1,615 1,280 1,280 1,280 1.280 THA218 18 1 sib 17M. 51h 2 4)10d 2)10d 4) l Od r 1 by 1,615 1,615I 1,615 1,615 1,280 1,280 1,280 1,280 THA218-2 16 31A 171K. 8 2 4)16d I (2) 16d 6)10d 2,245 2,245 2,245I2,245 1.935 1,935 1,935 1,935 18, L75, THA222-2 16 31/. 223'ic 8 2 4)16d 2)16d 6)10d 2.245 2,245 2,245 2.245 1,935 1,935 1.935 1,935 FL THA413 18 3% 131A, 4 A 1'h 4) 1Od 2)1Od 4)10d 1 615 1 615 i 1,615 1,615 1,280 1,280 1,280 1 280 THA418 16 3% 171h 7'4 2 4)16d 2)16d 6)10d 2,245 2,245 2,245 2.245 1,935 1,935 1935 1,935 THA422 16 3% 22 7'A 2 4)16d I (2)16d 61 10d 2 245 2 245 i 2,245 2,245 1,935 1,935 1,935 1,935 THA426 14 3% 26 71A 2 4)16d 4116d 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'%6 9% 2 4)1Cd 4)16d 6)16d 3330 3.330 3,330 3,330 2,865 2,865 2.865 2,865 z:,170 THA426-2 14 71r4 1 26Y. 9-A 2 4)16d 4)16d 1 (6)16d I - 3,330 3,330 3,330 3,330 2,865 2,865 2,865 2,865 170 Face -Mount Installation' THA29 18 15A 9% 5 A 91146 16)10d 4) l Od 560 2,125 2 31012,350 2 350 480 1,740 1,785 1,815 1,815 THA213 18 1% 135hc 151, 1344c 14)10d 4)1Od 1.170 1,955 202012.'65 05 780 68C 735 1,775 THA218 18 1 % 17yc 5 f 11446 18)10d 4) I Od 1.170 1,OF5 2 ()2G C6^ 780 t,4C 735 1,77r THA218-2 16 3h 17111. 8 1414. 22)16d 6)16d 1.855 3695 3,69513,695 3,695 1,595 3,185 3,185 3,18513,185 18, THA222-2 16 31A 22346 8 1414c 22) 16d 6)16d 1,&55 3695 3.695 3,695 3,695 1,595 3185 3185 31a5 3,185 L15, FL THA413 18 3% IV. 4'f, 1335 14) 10d 4)1Od 1.170 1,940 2,23512,400 2,400 780 1,660 1,910 2,075 2,210 THA418 16 3% 171h Ph 14 Sa 22)16d 6) 16d 1,855 3 695 3,695 3,695 3,695 1,595 3185 3,1a5 3,185 3,185 THA422 16 3% 22 PA 14%. I (22) 16d 6)16d 1,855 3 695 3,695 i 3,695 3,695 1,595 3,185 3,185 3,185 3,185 THA426 14 3% 26 7 A 16Fc 30)16d 6)16d 1,855 4 4P;" 4,480 : 4R0 4 IK 1.595 3,-3 5 3,r•S 3,R53 3 F5 5 FL THA422-2 14 71/. 221A. 9% 16 . 30) l6d 6)16d 1,855 5,160 5,520 5,520 5,520 1,595 4,440 4,745 4,74514,745 L,170 THA426-2 14 7% 26'h. 9Y, 18 38)16d 6)16d 1,855 5 520 5,520 5,520 5,520 1,595 4,745 4,74. 4,745 1 4.745 170 I. Uplift has been ncneased 60% for wort or earthquake loading with no further increase allowed, recklce where other bads govern. 2. Wi-d (150) is a downloac rating. 3. For single 4x2 top chord carrying -embers or single 2x milers, the following THA hangers can be installed using 10d x 11h' top nails and (2) 16d face nails vntn reduced allowable bads as noted THA418/THA422 1,415 to. for DF/SP, 1,215 b. for SPF, THA426. 2 245 A. for DF/SP, 1,930 h1. for So: THA422-2/THA426-2 2.245 le. for DF/S? 2,015 lb. for SPF. Loads are bases on hanger nstalat ons at panel points. 4. Face -mount installation loads are based on mnxnum of 2-ply 2x carryng member. For sirgle 2x carrying members, use 1 Od x 11h' nails into the ca-ry ng member and tabulated fasterers into the tamed member, anc use 0.80 of the table value for 18 gauge, and 0.68 of the table value for 16 gauge and 14 gauge. 5. Min. Top Flange refers to the m.nimum length of strap that must be field fom,ed over the header. 6. For the THA 2x rnoeels, one strap may be installed veitcly according to the lace nxwnt nadng requi ements ane the ether strap wrapped over the miss chard according to the top flange naing requ.remants (see dravnng on p. 229) ane achieve full tabulated top flange insiallabn bads. 7. Nails: 15d = 0.162- do. x 3'h' long, 10d = 0.148' de. x 5' long 10d x 1 <" = 0.148' d-a. x 1 l@' long. See pp. 26-27 for other na•1 sizes and nfcrm.aGon. THAR/L422 Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, 1theTHAR/L422 has a standard skew of 451, Straps must be bent for top flange installation. PAN nailing helps el,minate splitting of 4x2 i 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" Minimum and maximum nailing configurations available — see table for nailing requirements I Codes: See p. 14 for Code Reference Key Chart THAL422 SIMPSON Stro-„`Tie Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord c I 30 Dimensions M"' Top Effective Fasteners OF/SP Allowable Loads SPF/HF Allowable Loads Model in.) Chord on Code Height Carrying Member Carried Member No. Carrying Hatt' Uplift Floor Snow Roof Uplift Floor T..-RW) Ref. W H I C Top Face Straight Slant Member 160) 100) 115) 125) 160) 100) Single 9mir. 4) 2) 1) 2) 880 880 1880 755 755 7554x210dxl'h" 10dx1'h" lOdxl'/i 10dx1h' THA9/L A1 422 . 1 16 K 22% 8 18, Double 1 9 to 12 2 1,525 1,525 1.525 1,315 1.315 1,315 4x2 4)10d 2)1Od 1) 10d I0d(x 1 h" L15, F_ 12 1,090 1,090 11,090 935 935 935 THAW( Ma..) 422 Max.) 16 33S 224i 8 ble 24r2 9 min. 4) IOd a) lOd 1) lOd 2) tOd x 1'h' 310 1.675 1,675 1 675 265 1,440 1,440 1.440 1. Uplift has been ncreased for wind or earhquake lading with no h,dher increase allowed, reduce where other bads gevern. 2. Roc1 bads are 125% of floor loads unless I mitec by cthe, criteria. Floor baes may be adjusted for load durations according to the code previded they do not exceed moss in the roof column. 3. Whe•e the top of the carved member s `ush wth the top of the carrying me—ber, Hen is equal to the depth of the carnec member. Otherwise, Hen shall be measured from the top of the beanng seat to :he top of the carrying member. 4. Nails: 10d = 0.148' dia. x 3' long, 1 Od x 1'he = 0.148' dia. x 1''A' long. See op. 26-27 for other nag s zes and informaban. 7v 241 THJA26 Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or left-hand hips (at 45,legree skews), and can be installed before or after the h,p and jack. Can also be used for double (terminal hips. Material: 14 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes, Al mufti* members must be fastened together to act as a single unit. Shall be attached to a double girder truss to allow for required minimum nail penetration. See footnote 3. Options: These hangers cannot be modified Codes: See p.14 for Code Reference Key Chart a%typ. woikng point Top View Left -Hand Hip Installation THJA26 Top View Right -Hand Hip Installation SIMPSON Stro " Tie Typical THJA26 Installation Top View Terminal Hip without Center Common Jack Fasteners I OF/SP Allowable Loads SPF/HF Allowable Loads Model Carried Code Carrying Hip Jack Uplift Floor Snow Root Wind Uplift Floor Snow Root WindNo. Member Rel. Member 160) 100) 115) 125) 150) 160) 100) 115) 125) 160) Hip 720 2,010 2,310 2,450 12,450 590 1,740 2,000 2,100 2,100 THJA26 20)16d 6) l0d x l'h' 4)10d x l h" Ill, Jack 240 670 770 815 815 195 583 610 00 700 FL Total 960 2,680 3,080 1 3,265 3,265 785 2.320 2,670 2,800 2,800 1. Uplift loads have been increased for wrd or eanhqua,ce load ng w th ro further increase allowed, recuce where other loads gcvern. 2. VOW (160) is a download ra:rg. 3. Loads shown are based on a minimum (2) 2x6 carryng .-ember. For sirgle 2x carrying rrembers (min. 2x6), ise 10d x 1 h' nails and use 0.67 of the table value. For (2) 2x4 ca•rinng members, mutiply :he download by 0.50. 4. 16d sinkers (1148* dia. x 3%+' tong) may be substituted fcr :he specified 16d commons at 0.85 of the table bad. 5. Tabulated hip and jack alowable bads assume Mat 75% of the total bad is d slnbuted to the hio and 25% to the lack. It is pemxt'ad to distribute 65% to 85% of the :abuta-ed :ctal bad to the hip, and the remaining percentage of total bad to the jack, The combired hip and lack bad may not exceed the publ shed Total Load. y 6. For terminal hips, divide the total zIlowatle bad by 2 to determine the allowaole bad for each hip. 7.Truss chord cross -gran tension may kmr allowable loads in accordance with ANSVTPI 1= 01-. Simpson Strorg-Ties Connector Sae a tor` sortware inckides the evaLation of cress -gran tension in its hanger allowable bads. For additional information, contact S mpson Strong -Tie. 8. Nails: 16d = 0.162" ca. x 3h" long, 10d x 1'h' = 0.148' dia. x 1-12' long. See pp. 26-27 for other nail sizes ana information. 247 11 I VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Reauirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE tm "CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. the crippes for each row starting tram the valleys or sleepers working Inward to the ridge board so that cripple locations are gored between rowa- Typ) Innection Requirement Notes 2.6 raheri to ridge 416d toe-eib, Cripple to ridge 416d toe -nails Cripple to rafter. 416d toe -rails 0 16d face -nails Rafter to sleeper or blocking 516d toe•nalls Rafter to two 20 sleepers 416d toe -rolls Sleeper to taus 4 16d toe -nails Two 2x6 sleeper to truss 3 16d toe,mils each sleeper R truss Ridge board to rod block 4 16d toe -tads Ridge board to truss 416d toe -rolls Purlin to (Typ) 316d tae-nails Truss to blocking 4 16d toa-nails Truss to cripple 4 16d toe -mils Truss to Cripple 416d toe -mils Cripple to pprlin 316d toe -nails 13. Collar beam to rafter 416d toe -nails INGNOGENERALNOTESCRIPPLE, BRACING, & BLOCKTES NOTE: 16d (0.161'xi.s")COMMON NAILS Puriins -re-qw-.TT—T O.C. in absanco of plywood sheathing. -2x4 continuous Went restraint (CLR) mm, is required for cripples 6'-0" to 10'-0' Tongg Trusses without sheathing applied must be evaluated accordingly. nailed wl 2-10d (0.144"x3") mils- Or 2x4 "T" or scab reinforcement noned to real edge Purtins should overtap sheathing ono truss spacing minimum- of crippd ( lewithlo0.12e"x3.o") nails at 6T' " o.c. • or sub must be 10% of cripple longth. In casq that this is Impractical. overlap sheathing a minimum Cripples over 10' long requre two CLW$ or both faeoo wf "T" or sub. Use stress of 6", and nall upwards through sheathing into purlin with a graoi d lumber; box or common nails. minimum of a-ed 0.131`x25") common wim mills.,narrow edge of cripple can face ridge or rafter, ` Effects of not providing sheathing below a valley set as long oo the proper number of rods an must he evaluated by the building designer. installed Into ridge board This drawing applies to valleys with the following conditions: anstag blocking under rafter d sleepers on not used. Spans (distance between hook) 40W or less -in tall blocking under;ripples It l bracinIpplosg Is not used. Maximum valley height 14'-C" lowly truss nailitop ngIaccrdi;ordance and Weal cement le not load. Maximum mean roof height: 30 feet -Apply all rolling n accordance le currant NOS mice.requirmanta. Nall: an commonwinnapsunlessnotedruharwlse. ASCE 7.05, 240 mph, Enclosed, Cat II, Exp 0, 1=1.0, Kxt-1.0 0r A Maximum of ASCE 7-10, 1110 mph, Enclosed, Exp D, Kzt 1.0 GEN F: e AWmaeWAR AM tnlav .tt motts,94 Tres mAvao s J rr=WT F% MK 1 T= Wvbas To al oartaaen= Pasimae TIC oa ALUXL; t No. 70861 Ti LL 20 30 40 54 REF VALLEY f RAfi1NG DATE 10/01/ 14 Trvxsre _*a"e . r`.++ r.r. h hY•k._Y h.n4.0 .rd RM.rL v{' r.oa. a,. 6t..s .re... or rrst oiart rnpv...a s.r.aT b.w• :`i.iy tart M. rn r...1i.ty. 4 Ueae he.: tlawL 4,tSaa.ra t..tr.ry 1--4 a 1 _', if TC DL10 20 7 7 DRWG VACNV1601015 pr.[ ttr. rrrt. r a.rferr+t sine arvq.a ")WaL uti... na+N .\ M,!Y., 4 OoN r.a Ivv. F`wer1Y •.taatlr4 .tr•.RIve1 r.watvne a 1 w'f"` a4d i . a BC DL 0 0 0 0 Q rem oe+ wns I.a t r«..,...yF .... an.,m truer.esn er1aM4 par ICS! seetmpru P. )7 )W, as aaotmo.ea. Arpr alat.s w w0, rasp of low . 1 M.tli_ 4a tren Jwe w the Join 0.W . ,.ea.. natty e\hrral.e. S • for STATE OF // i•` BC LL 0 0 0 0 aarw '10 rrre. s'ta Is" 2 n.ret.r4 p6t. poi W w.. • .,.. ar try a. b e .ra e. r y k4 P.r'[ TOT LD.3o 47 61 N•1 ITWO7MFMNYcrie-..we, arty I.av 1 MlJ t.e F i h rLnFKwK. attll M61/TTII l-hr 1r^YV'v"'ll R` O lO a4w••• Do I e awrl1• er.rftwdr•e ft eWwMer Q•1a0 " *-kc, \.io.'iee .arapvrrs M Ar-oor-1 FK Y YrwWrr' wgnldi\Y M inn Tlr a Wly . 1 - N 1 Mint bAAV webs 1vCin i \ s. s 1 { 7 \ N LR i r DUK. FA-- 1 .25, 1 1J asst.w wn. e canw.uoacros try erw.c' Y p- F- rear. Mr.: . ace $m. JW. o.rer t ,rtee ins ww a sn.. trae,....w.m... n T b..aaa.re.ry,sou.....tr.aan:..F. SFACING SEE ABOVE 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 single ply trusses with 2x4 or 2x6 broken members, No more 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 detail, B) - Damaged area, 12' max length of damaged section L) - Mlrtlmum moiling distance on each side of damaged area (B) S) = Two 2x4 or two 2x6 side members, some slze, grade, and TPcles as damaged member, Apply one scab per face. Minimum side member lengths) = (2)(L) + (3) 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 usng three (3) rows nt 4' o,c„ rows staggered. Nall using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail Is Umlted to Visual grade 81 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detall may not be used for damaged chord or web sections occurring within the connector plate area. Broken•chord may not support any tie -In loads. s L L 4' o,c Typlcal ~ O + O + O + O O + O + O + O + I 2' i. — Stagger Back Face 10d Box (0.128' x 3', min) Nalls, O = Front Face 2x4 Member _ double Row Staggerec 2x6 Member Triple Row Staooered Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12, 620# 635# 730# 800# Web Only 2x4 18, 975# 1055# 1295# 141541 Web or Chord 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30r 1910# 19604 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 29754 3045# 3505# 3835# Web or Chord 2x6 43950 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 1 6660# Nail Spacing Detail r WA KNG.. WAD AIO rULU3V ALL MOTS tN 7WS DRAVIMa tDI0t7AMT rUL4131 TNU YtAVDG TD ALL CDMACTMS thCLUDMG 7K DISTNADM 7rwsn r••u4• ..tr•n. c.M h':;VN D, h.Irhe, sNpr g. FulcRyp W hr• RNIr t• •ns I•U•r w I.N.t rdV.n I SCtI Oulrp t:erp•r•nt tNrtY Im•rrHtYn, Ly Tfl •M £tCN I.r IrtyrreLe•, err t. r.rr.: Jq terse r.ct.nc art.u.n 1ru `wl+. txgw`.ry r.e'Yy r., I Al +n• ro1N •wrd,e, iw NV ,Mil Irw rr•prrly tt•or. porm,nl aMawlp n MI of chMwuh•.. rw.rlr tt..h.+ rl w •.L,L...r•,u :n.n for r•rn.,.nt 1.t.r.i .er.ht r .•, s K h— 6—wo h.W1.N r.r •C st. ,T L•... Ppy•Yl' Ayer ,1a•. L ..e, f.c. Q .f r.0 ,r r,••win u she n ab• s •n w JA. sr4ts. Zvi u ro+.(.Mrrds.. Ihf.r M t•,Y10. I,,A-S I.r stare• p1.M pMrvutlrr. yANRWmMMNYSN: d;," rUi: 1,A Di+.nir . Y, c•n+I— 1Wth hNsinn s, or r for yrr.n A •.•1 on SN. or.+r••t'w r ew P. Yt•y tw• .r••Yp hic•trs .cc•,t•nn M rr•/•.n.l W _,•,w/.t1 s"Y for th• r.yn r.n. Tlr M.Yllty .rr ir• of /N. i+rYr 13329 L"ftft DrM for w . " • Y yr rswrns 4ty N th. May Ss rl_ pr AWLttt 1 U E.M CIy, MO OUS AVNafor n•r• hI•rA.tMn sse tN. JY' yr.r.l ,.t•. •yy •M wrr •• .A:cs•Mt,e n,Al <•C•n, T s ....trh.7..ry1 SIaY •.,,.4 Mwtr r 1 1Ca nI.Arr s L wNnun L pat.nc. VW;P'ruawla WNnun I I as L in L DI,t•rc• L 24.0' M L F MEMBER REPAIR TE 10/01/14 WG REPCHRD1014 i 1 L lan: SHhhING DE'l4tL RECOMMENDED SHORING DETAIL c I 1500#,CAPACITY ri POS75 _ .4'0': O..C. NOTE., IF PALLETS'OF CONSTRUCTION MATERIAL WEIGHING MORE THAN 5000 ARE TO BE PLACED,ON FLOOR TRUSSES, SHORING IS REQUIRED. K CONCENTRATED LOAO.AUE TO UPPER FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0' CLEARANCE"ON'ALL SIDES OF A PALLET, MAXIMUM HEIGHT PER PALLET IS,20000.,LOAD MUST'BE-SPREAD OVER AT LEAST 2-TRUSSES. NOTE: SEE APPROPRIATE ALPINE'DRAkNG FOR LUMBER, PLATES AND OTHER DATA NOT SHOWN KERE, Iiuiidine Mitcrini Wis. ; NOTE: SHORING MATERIAL ANO LABOR SIV gypsum bd, • 2.8 psf/ 5 81; in"" i BYTTHEACONTRACTIS TO OR. S pALIMOVE AU) HIF. 8" cane. block- 60 psf/.8" Idycr nasonrybrick-38psf/.A,",Inyer , 2,a— 0 MINI .UM SU8FLOOR-UNDERLAYMENT *. -20,00# HEADER POSTS @ 4'0" Q.C. 4,X4 OR (2).-:2X,4X4,`0°, UNDER TRUSSES •`WHEN.SHORING IS REQUIRED.,- ' 91 AP Rtv. 7 i7 9A CLEAR SPAN - P T - ALPINE- SCALE- NQNE d c a o o 'ate REF DETAIL GATE 05/0/B Detail ORH HC12396074 ngLPINE TRUSS CF O G C7 LI Cl I Nt11twuli This dxunent has been ekctoncaly signed t L and seakd using a Ugdl Srnahr e. Pdrust ted be too_"! F . ` - cope, wfhout>n a;pmt stgnahre must h. V ..... ' j%f verAed using tlx argrtal ekc4onc verslan. Q 6aa ALPINE ti AN MWCOMPANf 278 ATE OF rcc 10/26/2018 foiuAli. ' Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32821 Phone:(800)755-6001 www alpineitw.com Site Information: Customer Carpenter Contractors of America Job Number: N330090 Job Descri tion: 9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/O1 Address. Job Engineering Criteria: .. . 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 s - 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 131G 23 29818.1533.29366 B3 25 29818.1533.29819 B5G 27 298 18.1533 29443 C1 29 298.18.1533.29209 C3 31 298.18.1533.29273 FG1 Items=: Seal # « 1,,: . Truss 2 298 18.1533 29740 FT2 4 298.18.1533.29491 FT4 6 298 18 1533 28976 FT5GE 8 298.18 1533 30099 FT7 10 29818.1533.29709 FT9 12 298 18 1533 29102 FT11 14 298 18.1533 29459 FT13 16 29818.1533.29724 A2 18 298.18.1533.29599 A4 20 298 18.1533 29818 A6G 22 298.18.1533.29147 B2 24 298.18.1533 29414 B4 26 298.18.1533.29367 L1G 28 298.18.1533 29882 C2 30 298.18.1533 29881 C4G 32 1298.18.1533 29614 FG2 r ' JFlorid Certificate of Product Approval #FL1999 Printed 10/26/2018 2 25.39 PM YtM11MHNN TNsd%menthas been eledr N alyspned 000- , and sealed using a DVU Sgubre. Purled coxes wMut aanonpW sign a e must be ram ' f vet/kd usng the arignal elecbonc version. No. 648 ALPINE ATE OF 10/26/2018 278 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 Descri tion 9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Address. Item Seal # Truss 33 298. 18 1533 29911 FG3 35 298. 18.1533 29693 MG1 37 298 18.1533 29647 MV4 39 298 18 1533 28913 ER 41 298. 18.1533.29193 EJ3G 43 298 18 1533 29959 CJ3 45 298. 18.1533.29912 CJ3A 47 298 18.1533 30005 CJ5L 49 298 18.1533 29007 CJ1L 51 298 18 1533.29413 HJ71- 53 29818. 1533.29178 HJ3 Item Seal # Truss 34 298 18 1533.29786 FG4 36 298 18 1533.29849 MV6 38 298 18 1533.29756 MV2 40 298 18 1533.29335 EJ5 42 298 18 1533.29085 CJ5 44 298. 181533.28945 CJ1 46 298. 18.1533.29288 EJ71- 48 298 18 1533.29006 CJ3L 50 298 18 1533 29272 HJ7 52 298. 18.1533 29960 HJ5 Florida Certificate of Product Approval #FL1999 Printed 10/26/2018 2 25 39 PM i 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 B10 (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 SEQN 10275 / T37 SY42 Cust R8975 JRef 1Wf189750081 9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 1 FROM JRH DrwNo 298 18 1533 29600 Truss Label: FT1GE KM / DF 10/25/2018 11'12 3'U4, 1." 4 4 9"4 7 37"1218 4f2'5"4 7'71288'11"l 4I 1' 5" 8i112"8128 2181 21 81 21 8157'467' 8 r 1 1, 3"12 76" + 2'6" III 1.5X3 15X3 4X4 =3X6 = 4X6 A B C D E F G H I J K T T N M L V U T S R 0 0 =3X3 =4X6 1114X4 15X3 11115X3 11115X3 11115X3 11115X3 11115X3 4X4 1111 5X3 7" 4 r Loading Criteria ( psf) Wind Criteria TCLL 4000 Wind Std ASCE 7-10 TCDL 1000 Speed. 150 mph BCLL. 000 Enclosure Closed BCDL 5.00 Risk Category II EXP : C Des Lid55.00 Mean Height 15 00 ft NCBCLL 1000 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 GCpt. 0 18 Wind Duration 1 60 Lumber Value Set 13B ( Effective 6/1/2013) Top chord 4x2 SP 2400f-2 OE Bot chord 4x2 SP #2 N Webs 4x2 SP # 3 Lumber value set " l313" 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 BC From 10 plf at 0 00 to 10 plf at 1548 TC 1212 Ib Conc Load at 15.38 Plating Notes All plates are 2X4 except as noted Wind Wind loads based on MWFRS Additional Notes See ANSIlTPI 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' 157'4 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 L/defl L/# Loc R I U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL): 0 026 J 999 360 V 202 / 3 / 58 / - I - / 7 2 Lu NA Cs NA VERT(TL) 0 108 J 999 240 V- 584 143 / 173 / - / - / 108 Snow Duration NA HORZ(LL) 0 005 1 - - L 2747 / 107 / 789- HORZ(TL) 0 014 1 Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 2 0 V Min Brg Width Reg = 1 5 Bldg Code FBC 6th ed 201 Max TC CSI 0 987 V Min Brg Width Reg = - TPI Std 2014 Max BC CSI 0 588 L Min Brg Width Reg = - Rep Factors Used Yes Max Web CSI 0.594 Bearings V & V are a rigid surface FTIRT 12(0) I10(0) Bearing V requires a seat plate Plate Type(s) Members not listed have forces less than 375# WAVE VIEW Ver 17 02 02A 1213 21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp I - J 150 - 1185 J - K 94 - 662 s-.AIM o ENy •• 4 No. 648 f _ • ATE OF c. yl flR! P'w 40 278 A' AL E 10/26/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp O-N 914 - 111 N-M 1442 -184 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp B - U 59 - 480 0-1 180 -1497 C - T 76 - 616 1 - N 432 - 62 D - S 67 - 585 N - J 68 - 410 E - R 67 - 589 J - M 144 -1239 F - 0 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 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) 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 properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, 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 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 ANSIrFP1 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr listing this drawing indicatesacceptanceofpr ) essionar engineerinq responsibility solely for the design shown. The suiTability Suite 150 and use of thisqawingforanystructureisperesponsibilityof 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 aipineitw com, TPI www Ipinst org, SBCA www sbcindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number, N330090 Ply 1 SEON 10276 / T41 / SY42 Cust R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,021 ,R/01 Qly 5 FROM JJP DrwNo 298 18 1533 29740 Truss Label: FT2 KM / DF 10/25/2018 T 50 l + Loading Criteria (psf) TCLL 4000 TCDL 1000 BCLL, 000 BCDL 500 Des Ld. 55.00 NCBCLL. 1000 Soffit 200 Load Duration 1 00 Spacing 24 0 " i 1 6,9„ 2,0"12 1 6 12 I t 26 -i VY1112 V3°1. 2.I 2,5„8 T'P) 4X6 = 4X4 1.5X3 III 1 5X3 1111.5X3 =1 5X3 A B C D E F G H 1._ _ 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 SIP #2 N Webs 4x2 SIP #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 Truss must be installed as shown with top chord up 154"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct. NA CAT NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W Q 840 / - / - / - I - / 7 2PfNACeNAVERT(LL). 0 119 D 999 360 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 Brg Width Req = 1 5 HORZ(TL) 0 043 B Creep Factor 2 0 J Min Brg Width Req = 1 5 Bearings Q & J are a rigid surfaceCode / Misc Criteria Bldg Code FBC 6th ed 201 Max TC CSI 0 773 Bearing Q requires a seat plate TPI Std 2014 Yes Max BC CSI 0 779 Max Web Members not listed have forces less than 375# Rep Factors Used CSI 0 433 Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/l0(0) Plate Type(s) Chords Tens Comp. Chords Tens Comp VIEW Ver 17 02 02A 1213 21 A - B 0 -571 E - F 0 -1910WAVE B -C 0 -1454 F-G 0 -1455 C-D 0-1910 G -H 0 -571 D - E 0 -1917 10/26/2018 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 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 safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Inslalled per BCSI sections B3, B7 or 610, as applicable Apply plates to each face of truss and position as shown above and on the Join "Details, unless noted otherwise Defer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Bulldin9 Components Group Inc shall not be responsible for any deviation from this drawlne any failure to build thetrussinconformancewithANSI/l PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this dr 'wing or cover page .. 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofprolessionafengineeringresponsibilitysolelyforthedesinshown. The suitability Suite Lake and use of thisdrawing, for any structure is the responsibility of the Building Designer per ANSIlTPI 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 sbcindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10277 / T38 / SY42 Cust RR8975 JRef 1M189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Oily 7 FROM JJP DrwNo 298 18 1533 28960 Truss Label: FT3 KM / OF 10/2512018 T SO 1 q F 1- 2- 6„ { T'P) 4X6 1. 5X3 A B 1 1112X4 Loading Criteria ( psg Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 5.00 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 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 str6ngback 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 6,9„ 6,9„ 8'6" 81 15' 1 "8 1'9„8 r 67' I- 1-I f 1,3"12 I^ l 2,5„ g 1111 5X3 III 1 5X3 =4X6 C D E F G H 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 15'1"8 Defl/ CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0112 D 999 360 VERT(TL) 0 239 D 999 240 HORZ(LL) 0 023 J - - HORZ(TL) 0 037 B Creep Factor. 2 0 Max TC CSI 0 652 Max BC CSI0 715 Max Web CSI' 0 424 VIEW Ver 17 02 02A 1213.21 GNei•z i No. 648 ATE OF r 0 278 MAfL 10/26/ 2018 Maximum Reactions ( Ibs) Loc R / U /Rw /Rh / RL W P 825 /- /- I- /- 7 2 I 825/- P Min Brg Width Req = 1 5 I Min Big Width Req = - Bearing P is a rigid surface Bearing P 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- 559 E- F 0- 1844 B-C 0-1417 F - G 0 -1418 C-D 0-1845 G - H 0 -557 D-E 0 -1851 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens C 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 -B06 L - F 424 16 A-O 891 0 F - K 0 456 0- B 0- B69 K- G 498 0 B- N 495 0 G- J 0 869 N-C 0 -459 J - H 888 0 C-M 417 -23 H - 1 0 802 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 sheathinq and bottom chord shall have a propperly attached rigid ceiling Locations shownforDermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, 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-Z for standardplatepositionsAlpine, a division of ITW BuildincLComponents 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 handling, shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2g00 Lake Orange Dr listing this drawing indicates acceptanceofprofessionarengineeringresponsibilitysolelyforthedesignshown. The sui ability 2400 Lake and use of this drawing for any structure is the responsibility of the 9uilding Designer per ANSI/TPI 1 Sec.2. Suite For more information see thisjob' s general notes page and these web sites ALPINE www aipinedw com, TPI www t inst or , SBCA www sbondustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10278 / T40 / SY42 Cusl RR8975 JRef 1Wf189750081 VARIOUS ,9A619A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/O1 Qty 7 FROM JJP DrwNo 298 18 1533 29491 Truss Label: FT4 KM / DF 10/25/2018 5'6" 6'10" 4 14'8"12 5'6" 11'4" 4 T 10"8 T SO 1 Loading Criteria (psf) TCLL: 40.00 TCDL. 1000 BCLL 000 BCDL: 5.00 Des Ld 55.00 NCBCLL 1000 Soffit: 200 Load Duration 1 00 Spacing 24 0 " TYP) 4X6 1 5X3 A B 1.5I4X3=4X4 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 611/2013) Top chord 4x2 SP #2 N Bot chord 42 SP #1 Webs 42 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 ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up C D E F I K1 N\ O N M L K 1111 5X3 III1.5X3 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 14'8"12 4X4 1.5X3 G V 4X4 1112X4 Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL VERT(LL) 0 130 D 999 360 Q 803 /- VERT(fL) 0 247 D 939 240 1 791 / _ HORZ(LL) 0 017 J - - Q Min Brig Width Req = 1 5 HORZ(TL) 0 024 J I Min Brg Width Req = 1 5 Creep Factor 2 0 Bearings Q & I are a rigid surface Max TC CSI 0 541 Bearing Q requires a seat plate Max BC CSI 0 816 W 72 35 Max Web CSI 0 410 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp VIEW Ver 17 02 02A 1213 21 A -B 0 -540 D -E 0 -1722 B-C 0 -1367 E -F 0 -1371 C-D 0 -1711 F-G 0 -539 T.NXo.648 Z OF r o- 40 2 7 a `lOAIAL 10/26/2018 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- 0 483 0 J- G 857 0 0- C 0- 572 G- 1 0 738 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 bracinblinstalledperBCSIsectionsB3, B7 or 910, ALPINE as applicable Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to /` 1 LP I N E drawings160A-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 PVc P_ 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 listingthisdrawingindicatesacceptanceofprofessionarengineeringresponsibilitysolelyforthedesignshown. The suiTability Suite 150 anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www tpinst or , SBCA www sbondustry corn, ICC www imsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10279 / T49 / SY42 Cusl RR8975 JRef 1W1189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Oty. 1 FROM JJP OrwNo 298 18 1533 29303 Truss Label: FT4A KM / OF 1012512018 12712 1_—_ 1' 6" 1' 7" 8 i 5'6" 7' 1"12+ 11'1"12 r + 5'6" 1'7"12 4' iu1„4 5"8 4" gg Y 1 2,6„ 1'5„4 + 1'3"12 1,4„8 TYP) 3X6 1111 5X3 1 5X3 = 3X4 III 1 5X3 =1 5X3 A B C D E F G H I T i° m 1 + T S R 0 P 0 N M L K 1 5X3 =3X4 1111 5X3 lilt 5X3 =3X4 1112X4 1112X4 11'1" 8 37'4 i 14'8"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL. 4000 Wind Std NA Fig NA Ct NA CAT. NA PP Deflection in loc Udeft U# Loc R / U / Rw / Rh / RL / W T 609 I - / - / - 1- / 7 2 TCDL. 1000 SpeedNAmphPfNACeNAVERT(LL) 0 069 C 999 360 BCLL 000 Enclosure, NA Lu NA Cs: NA VERT(TL) 0 151 C 999 240 N 815 I - / - / - / - / 3 5 BCDL 5.00 Category NA Snow Duration NA HORZ(LL) 0 017 B - - K 251 / 36 ! - I - / - / 3 5 Des Ld 55. 00 EXP NA HORZ( TL) 0.026 B T Min Brg Width Req = 1 5 Code / Misc Criteria NCBCLL. 10.00MeanHeightNA ft Creep Factor 2 0 N Min Brg Width Req = 1 5 Soffit 2 00 TCDL NA psf BCDL NA psf Bldg Code FBC 6th ed 201 Max TC CSI 0 511 K Min Br Width Re 1 5 g q = LoadDuration1 00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0 715 Bearings T, N, ir K area 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) I 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 6/1/2013) 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 " 1313" 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 Comp 2x6 #3 HEM - FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or Gun nails (0 1x3 28"",min ) Strongback materialto llltWYNH... - A - T 0 - 592 D - O 0 - 458 A - S 616 0 O - E 432 0 be supplied by erection contractor r CCM S - B 0 -597 E'- N 0 697 Truss must be installed as shown with top chord up •••••..•en EN No. 648 't ATE pF r 0 278 e aAL 10/26/2018WARNING" 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 Component Safety Information, TPI fo'r of BCSI (Budding by and SBCA) safety practices prior to performing these functions Installers shall provide temporary bracing BCSI Unless have bottom have per noted otherwise,topchordshallproperlyattachedstructuralsheathinqandchordshallattachedriqqidceilingLocations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections a pro erly B3, B7 or 910, asapplicableAppTyplatesto each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise f efer 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 .ry 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 acceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 this drawing, for is DesignerANSI(TPI 1 Sec.2. and use of any structuretheresponsibilityoftheBuildingperFormoreinformationseethisjob' s general notes page and these web sites ALPINE www al ineitw com, TPI www t inst or , SBCA www sbondustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10280 / T28 / SY42 Cust RR8975 JRef 1Wfl89750081 VARIOUS ,9A6/9A7 ,213MA/213MB1213TA1213TB/213SE ,02/ ,R/O1 Oty 1 FROM JJP DrwNo 298 18 1533 28976 Truss Label: FT5GE KM / OF 10/25/2018 1'7" 12 1'7" 12 1'7" ---- 1'4" -- TYP) 14'8"12 13'1" 3X4 III 3X3 1112X4 1112X4 1112X4 1112X4 1112X4 1112X4 1112X4 A B C D E F G H I J K L 3X3 11'8 fT 147'4 14'8"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF TCLL 4000 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 1000 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 Wind reactions based on MWFRS BCDL 500 Risk Category II Snow Duration NA HORZ(LL) -0 000 B - - Y Min Brg Width Reg = - Des Lc55 00 EXP C HORZ( TL) 0 000 B Bearing Y is a rigid surface Mean Height 15 00 ft NCBCLL 1000 TCDL 4 2 psf Code / Misc Criteria Creep Factor 2 0 Soffit 200 gCDL 3 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 828 Members not listed have forces less than 375# Load Duration 1 00 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 038 Maximum Gable Forces Per Ply (Ibs) Spacing 24 0C&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)/10(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 1 - Q 70 -583 Lumber E - U 69 -585 J - P 81 -603 F - T 69 - 587 K - O 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 longitudinal(drag) forces All connections to be designed by the building designer Special Loads Lumber Dur Fac =1 00 I Plate Dur Fac =1 00) " ` A Q F TC From440plfat000to440plfat1448v _J i r/ BC From 10 pit at 0 00 to 10 plf at 1460 ••• y1f!G•_•• ••/ f Plating Notes 4•• vG !:(/ All plates are 1 5X3 except as noted No. 648 ' Wind • 0. Wind loads based on MWFRS with additional C&C _ • member design • Left cantilever Is not exposed to wend' ATE OF Additional Notes See ANSIlTPI 1 Sect 7 for additional bracing a.'•O requirements Bracing material to be supplied by :0 R, O erection contractor fii jj w Truss must be installed as shown with top chord up 40278 M {{ 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 propperly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. AppTy plates to each face otruss and position as shown above and on the JointDetalls, unless noted otherwise kefer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Build i nl1 Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the .+ Co~ truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page2400 Lake Orange Or listing this drawingindicatesacceptanceofpro) B essiona engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 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 Ply 1 SEQN 10281 / T39 / SY42 Cusl R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 3 FROM JJP DrwNo 298 18 1533 29415 Truss Label- FT6 KM / DF 10/25/2018 T 5 50 5'6" T1 D'A I 14'5"12 56" 2'4"4 r 67'8 4"8 2,6„ TYP) 1__3" 2 4X6 1 5X3 1111 5X3 A B C D E F 4X6 G O N M L K J I H 1 5X3 1112X4 Loading Criteria (psi) Wind Criteria TCLL 4000 Wind Sid NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL. 5.00 Category NA EXP NA Des Ld. 55 00 Mean Height NA It 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 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 "l36" 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 14'5"12 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 I U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL)- 0 150 D 999 360 O 789 / - / - / - / - / 7 2 Lu NA Cs NA VERT(TL). 0 330 D 693 240 H 789 Snow Duration NA HORZ(LL). -0.023 G - - O Min Brg Width Reg = 1.5 HORZ(TL) 0 037 G H Min Brg Width Reg = - Code / Misc Criteria Creep Factor 2 0 Bearing O is a rigid surface Bldg Code FBC 6th ed 201 Max TC CSI 0 884 Bearing O requires a seat plate TPI Sid 2014 Max BC CSI 0 788 Rep Factors Used Yes Max Web CSI- 0 400 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FTIRT 12(0)/10(0) Chords Tens Comp Chords Tens Comp Plate Type(s): WAVE VIEW Ver 17 02 02A.1213 21 A - B 0 - 527 D - E 0 -1660 B -C 0 -1339 E -F 0 -1339 C-D 0 -1665 F-G 0 -526 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- O 0- 773 E- J 0 - 390 A-N 841 0 J -F 460 0 Gun nails (0 128"0",min ) Strongback material to ' N - B 0 -811SbesuppliedbyerectioncontractorGB - M 479 0 F - I 0 -831 1 - G 838 0 Truss must be installed as shown with top chord up ,'G ,' ./) 4i M - C 0 -585 G - H 0 -763 No. 848 t JaMAt0278A 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 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 erlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910 AppTy to face truss the Joinf9Details, Refer to' asapplicableplateseachofandpositionasshownaboveandonunlessnotedotherwisedrawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW BuildincgLComponents 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.. The m+ . compU 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofprofessionarengineeringresponsibilitysolelyforthedesignshown. 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 Ineltw cam, TPI www tienst or , SBCA www sbandustry com, ICC www Iccsafe org Orlando FL, 32837 Job Number N330090 Ply 1 SEQN 10282 / T15 / SY42 Cusl R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB1213TA/213TBI213SE ,02/ ,R/01 City 1 FROM JJP DrwNo 298 18 1533 30099 Truss Label: FT7 KM / DF 10/2512018 5'6" 7' 10"4 14'5" 12 5'6" 2'4"4 67 8 p 1'3" 12 Y 2,6„ TYP) 3X6 1 5X3 CI 1 5X3 3X6 A B C D E F G T 90 1 O N M L K J I H 15X3 =3X4 11115X3 III3X4 1112X4 III2X4 61" 8'412 14' 5" 12 I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in 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 O 620 I - l - I - I - l 7 2 TCDL 1000 Speed NA mphPfNACeNAVERT(LL) 0 141 D 692 360 BCLL 000 Enclosure NA Lu NA Cs NA VERT(TL) 0 315 D 428 240 L 288 / - / - / - / - / 8 0 BCDL. 500 Category NA Snow Duration NA HORZ(LL) -0 023 G - - H 671- Des Ld 5500 EXP NA HORZ(TL) 0 037 G O Min Brg Width Reg = 1 5 Code / Misc Criteria NCBCLL 1000 Mean Height NAItCreep Factor 2 0 L Min Brg Width Reg = 1 5 Sofflt 200 TCDL NA psf BCDL. NA Bldg Code FBC 6th ed 201 Max TC CSI 0 747 H Min Brg Width Reg = - Load Duration 1 00 psf MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0 798 Bearings O & L are a rigid surface. Bearings O & L require a seat plate Spacing 24 0 " C&C Dist a NA It Rep Factors Used Yes Max Web CSI 0 324 Loc from endwall NA FT/ RT 12(0)/10(0) Members not listed have forces less than 375# 1 NA GCpi NA Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs) Wind Duration NA WAVE VIEW Ver 17 02 02A 12 33 21 Chords Tens Comp Chords Tens Comp Lumber A-B 0 -387 D -E 0 -1115 Value Set13B (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 "1313" 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 each truss where shown with Box or b A O 0 605 M C 143 502 Gun nails mats (0 128"x3",min) Strongback materialtoaQ (t' be supplied by erection contractor / A - N 618 0 F - 1 0 - 687 Truss must be installed as shown with top chord up .+•' `• r,'/ a N - B 0 - 590 I - G 681 0 GENS ••(y O B - M 407 - 29 G - H 0 -641 No, 648 ATE OF o; BAWL 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 safely practices prior to performing these functions Installers shall provide temporary bracing BCSI Unless have bottom have a per noted otherwlse,top chord shallproperlyattachedstructuralsheathingandchordshallpropperlyattachedrigidceilingLocationsshown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 610, as applicable AppTy plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions ALPINE Alpine, a division of ITW Bu ildi nc_ Components Group Inc shall not be responsible for any deviation from this drawing,any failure drawing to build the /,H Co~ truss in conformance with ANSIITPI 1, or for handling, shipping, Installation and bracing of trussesA seal on this or cover page .. 2400 Lake Orange Dr listing this drawing indicates acceptance ofproessiona. engineering responsibility solely for the des' n shown. The suitability Suite 150 gnawing and use of this foranystructureistheresponsibilityoftheBuildingDesignerperANSI/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 sbandustry com, ICC www imsafe org Orlando FL, 32837 Job Number: N330090 Ply. 1 SEON 10283 / T30 / SY42 Cust R R8975 JRef 1 W1189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,021 ,R/01 Qty 2 FROM JJP DrwNo 298 18 1533 29101 Truss Label: FT8 KM / OF 10/25/2018 5'6" 5'6" a° r z's" TYP) 3X4 1 5X3 A B 1— i T1"111'1"12 1,6„ 1 9121'7"8 1' 7"132 f-- 1'5"4 —{— 1'4"8 —{ 1-{ 1111 5X3 3X4 = 4X6 1111 5X3 =3X4 C D E F GH I T• TNEW— 1I LEl1iIi i I 1 5X3 10 R `11111 5X3 1111 5X3 =3X4 -14X4 =4X4 III2X4 1112X4 1174 3'2" -{ 14' 5"4 1 Loading Criteria (psi) 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 - I - l - l - l 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 EXPNA Des Ld 5500 HORZ(TL) 0 045 1 M Min Brg Width Req = 1 5 NCBCLL 10 00 Mean Height NA ft Code / Misc Criteria Creep Factor 2 0 Bearings S & M are a rigid surface Soffit 200 TCDL NA psf Bldg Code FBC 6th ed 201 Max TC CSI 0 886 Bearing S requires a seat plate BCDL: NA psf Load Duration 1 00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0 901 Spacing 24 0 " C&C Dist a NA ft Rep Factors Used Yes Max Web CSI 0 396 Members not listed have forces less than 375# P g 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 Webs 4x2 SP #3 Chords Tens Comp Chords Tens Comp. Lumber value set "1313" uses design values R - Q 627 -4 O - N 632 -256 approved 1/ 30/2013 by ALSC Q - P 647 -242 N - M 34 -711 P - 0 640 - 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 A- S 0- 504 EM 0 834 2x6 #3 HEM - FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or A - R 505 0 M - F 0 - 687 Iir IfM R - B 10 - 494 F - L 749 0 Gun nails dyerects min) Stroncontractor back material to ,. be supplied by erection contractor j^ D - N 0 - 731 K - I 0 - 523 This truss spaced @ 24 0" oc supports additional..••..„+ N - E 609 0 concentrated load at right end from 9 00' stud wall A ••+ GElys '••` /1 13 75 PSF) supporting 0-0-0 roof spans with 0-0-0 overhang Roof load 20 00 psf LL and 7 00 psf DL Truss must be installed as shown with top chord up No. 648 • i ATE pF f 0 278 ti` P;3PML 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 fabricatinq, 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 olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached riqid ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standardplatepositionsAlpine, a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u mvcouwu truss in conformance with ANSI1TPI 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 pr6fessionar engineerinqg responsibility solely for the design shown. The sui ability Suite 150 and use of this r7rawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites ALPINE www aipineitw com, TPI www ipinsi org, SBCA www sbcindustrycom, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB1213TA/213TB/213SE ,02/ ,R/01 Truss Label: FT9 Ply 1 Qty 1 SEQN 10284 / FROM JJP T36 / SY42 Cust R R8975 JRef 1 Wfl89750081 Dnallo 298 18 1533 29709 KM / OF 10/25/2018 56" 7'6" 10'3" 12'4"8 14' 5'6" 2'1'7"8 2'6' TYP) 3X6 15X3 11115X3 =4X4 1111.5X3 11115X3 =3X4 A B C D E F G H T co 1 I- \ 1- - - fP \/_\A P O 1 5X3 = 3X4 C12X4 Loading Criteria (psi) Wind Criteria TCLL 4000 Wind Std NA TCDL 1000 Speed NA mph BCLL 000 Enclosure NA BCDL 5.00 Category NA EXP NADesLid5500MeanHeight 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 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 " 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 V "" L I I r, i ' 11115X3 =4X4 1112X4 T117 2711 T4"15 — 14' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT NA PP Deflection in loc Udell 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 / - / - I - / - / 11 3 HORZ(TL) 0 035 B 1 304I- 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 CS] 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 S o ENS 0' G •* ma' s No. 648 ATE OF i•r c Q17 P•r t oJUaLao278at, 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 shi ping, 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 properly 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 Joinf9Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Bulldin+Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u rtwcouvn" truss in conformance with ANSI/TPI 1, or for handling, shlppinq, installation and bracing of.trussesA seal on this drawing or cover page , . 2400 Lake Orange Orlistingthisdrawingindicatesacceptanceofproessiona, engineering responsibility solely for the design shown. The suitability Suite t50anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSIfTPI1Sec.2. For more information see this Job'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 10285 / T45 / SY42 Cusl RR8975 JRef 1Wf189750081 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" 1.0 12'3" 14' 5'6" + 2' 1'10"8 19 4"g 1'3" 12 2'6„ 'i 1 A„8 1'3"12 TYP) 4X4 15X3 Ill15X3 1111 5X3 =3X6 A B C D E F G H T m 1 + Q P 0 N M L K J I 1 5X3 1111 5X3 1111 5X3 3X4 1112X4 8'11"4 50"12 i 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 loc Udefl U# Loc R / U / Rw / Rh / RL / W Q 546 I - l - I - l - / 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 55 00 EXP. NA HORZ(TL) 0 055 B Q Min Br Width Re 1 5gg Code I Misc CriteriaCNCBCLL1000 Mean Height NA ftg Creep Factor 2 0 L Min Brg Width Req = 1 5 Soffit 2 00 TCDL NA psf BCDL NA sfp Bldg Code FBC 6th ed 201 Max TC CSI 0 928 1 Min Br Width Reg i Load Duration 1 00 MWFRS Parallel Dist NA TPI Std 2014 Max BC CSI 0 975 iBearingsQ & L are i 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# 1NA GCpr NA Plate Type(s) Maximum Top Chord Forces Per Ply (Ibs) Wind Duration NA WAVE VIEW Ver 17.02 02A 1213 21 Chords Tens Comp Chords Tens Comp Lumber B -C 0 -734 C -D 0 -701 Value Set. 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #2 N Chords Tens Comp Chords Tens Comp Webs 4x2 SP #3 Lumber value set "l313" uses design values P - 0 666 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 0 Attach to each truss where shown with 3-10d Box or Gun Strongback to P - B 0 - 526 H - 1 0 - 380 min) material nailsd y erection besuppliedbyerectioncontractor. If'L SFTruss must be installed as shown with top chord up ........ • / Q • GEN ••' No. 648 q•' ATE OF 1 0; O R%1QP0' t4OVAL 027810/ 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 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 sheathinq and bottom chord shall have a propperly attached rlgld ceiling Locations shown forpermanent 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 Joint9Detalls, unless noted otherwise f2efer to drawings 160A- Z for standard plate positions ALPINE Alpine, a division of ITW Buldinq Components Group Inc shall not be responsible for any deviation from this drawing,anv failure to build the u my coMP truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawi g or cover page, . 2400 Lake Orange Dr drawing, listing thisdrawingindicatesacceptance of rofessionaf engineering responsibility solely for the den shown. The sui ability and use of this for any structure is the responsibility of the Building Desigrier per ANSIITPI 11,91c .2. Suite 150 Far more information see thisjob's general notes page and these web sites ALPINE www al medw corn, TPI www t mst or , SBCA w sbondustry corn, ICC w iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10286 / T347SY42Cusl RR8975 JRef 1Wfl89750081 VARIOUS gA6/9A7,213MA/213MB/213TA/213TB/213SE ,02/,R/01 Qty 1FROM JRHDrwNo 298 18.1533 29102 Truss Label: FT11 KM / OF 10/25/2018 98 11 5'6" 7'6" g' 88 117" f 66" 2, 1,6,E 'i r 1' 018 TYP) 4X4 = 3X4(-' 15X3 =3X3 =3X3 =3X3 113X6 1113X6 A B C D E F G H TIIISN N TA1 i P 0 N M L K I J I 15X3 =3X3 =3X3 11115X3 11115X3 =3X3 1113X4 11115X3 1112X4 811"4 27"12 --i 11 7,' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In 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 P 569 / - / - / - / - / 7 2TCDL1000SpeedNAmphPfNACeNAVERT(LL) 0 112 C 911 360 BCLL 000 Enclosure NA Lu NA CsNA VERT(TL) 0 216 C 644 240 K 365 I - I - I - / - / 8 0 BCDL 500 Category NA Snow Duration. NA HORZ(LL) 0 030 B - - G 411 I - I - l - l - / 3 0 Des Ld 5500 EXP NA HORZ(TL) 0 043 B P Min Brg Width Req = 1 5 Code / Misc Criteria NCBCLL1000Mean Height NA It Creep Factor 2 0 K Min Brg Width Req = 1 5 Soffit 2 00 TCDL NA psf BCDL NA psf Bldg Code FBC 6th ed 201 Max TC CSI 0 767 G Min Br Width Re 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 6/1 /2013) 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 " 1313" 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 AdditionalNotes2x6 # 3 HEM -FIR or better continuous strongback 111IMNki4M Attach to each truss where shown with 3-10d Box or j NS Fl [- A - P 0 -550 D - K 0 -676 A - O 564 0 J - G 562 0 Gun nails (0.128"x3",min ) Strong back material to :+ s.•`.`C/ be supplied by erection contractor C O - B 0 -552 C k,••• O • Trussmustbeinstalledasshownwithtopchordup •• V +. No: 648 ATE OF t` c 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 BCSI Unless have bottom have a pernotedotherw'se,top chord shall properly attached structural sheathing and chord shall propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinqq installed per BCSI sections B3, B7 or B10 as applicable AppTy plates to each faceof 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 Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the wmv coMPury 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 thisdrawingindicatesacceptanceofproTessionafengineeringresponsibilitysolelyforthedesignshown. The sui ability gnawing anduseofthisforanystructureisfheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE w al ineitw com, TPI www t inst or , SBCA www sbcmdust com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10287.1 T31 / SY42 Cust R R8975 JRef 1 Wfl89750081 VARIOUS ,9A6/9A7 ,213MA/213MB1213TA1213TB/213SE ,02/ ,R/OI Qty. 1 FROM JRH DrwNo 298 18 1533 28961 Truss Label: FT12 KM / DF 10/25/2018 101, {2„ 6„ oil 2„ 117 28„8 1,8 40„8 1"8 5,4„8 '8 6,8„8 '8 8,0„8 'Z,10, 'Bg,B„ r 1' 8 1'2"8 8 218218V2.8 88 es 1f- s 1-2 - I 4X4 3X4( 113X6 1113X6 A B C D E F G H I J K T m 1 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL 4000 Wind Std ASCE 7-10 Pg NA Ct NA CAT Ni TCDL 1000 Speed 150 mph Pf NA Ce. NA BCLL 000 Enclosure Closed Lu NA Cs NA BCDL 500 Risk Category II Snow Duration NA EXP C Des Ld 5500 Mean Height 15 00 ft NCBCLL 1000 TCDL 4 2 psf Code I Misc Criteria Soffit, 200 BCDL 3 0 psf Bldg Code FBC 6th ed 201 Load Duration 1 00 MWFRS Parallel Dist h/2 to h TPI Std. 2014 Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Loc from endwall not in 72 00 ft FT/RT.12(0)/10(0) GCpi 018 Plate Type(s) Wind Duration 1 60 WAVE Lumber Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SIP #2 N Webs 4x2 SIP #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 plf at 11 08 TC 235 Ib Conc Load at 11 46 Plating Notes All plates are 1 5X3 except as noted 1 plate(s) require special positioning Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-1 Od 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 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL)0 022 1 999 360 VERT(TL). 0 076 1 664 240 HORZ(LL)' -0 006 J - HORZ(TL) 0 011 J Creep Factor 2 0 Max TC CSI 0.721 Max BC CSI 0 492 Max Web CSI 0 124 VIEW Ver. 17 02 02A 1213 21 GAS FLE, O .•.• GENSfi .,!G No. 648 ATE c ti••fi OR14¢1 40 278 iNAL Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W U' 422 / 34 / 49 / - I - / 111 J 790 / 48 / 200 I - I - / 3 0 Wind reactions based on MWFRS U Min Brg Width Req = - J Min Brg Width Req = 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 - Q 51 - 504 C - S 73 - 512 F - P 53 - 530 D -R 51 -517 N -H 84 -525 10/26/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I uire 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 sately practices prior to performing these functions Installers shall provide temporary r BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 81 Q fie AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise Refer to 60A-Z for standard plate positions a division of ITW Buildinl1Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page . . this drawing indicates acceptance of pro- essiona engineering responsibility solely for the den shown. The sui abilityeofthisdrawingforanystructureisaresponsibilityoftheBuildingDesignerperANSI/TPI 1119. .2. information see this Job's general notes page and these web sites ALPINE www alpineitw com, TPI www tpinst org, SBCA www sbcindustry com. ICC www imsafe ALPINE 7 Sw come 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number N330090 Ply 1 SEON. 10288 / T48 / SY42 Cust R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB1213TA/213TB/213SE ,02/ ,R/O1 Oly 7 FROM JJP DrwNo 298 18 1533 29459 Truss Label. FT13 KD / WHK 10/25/2018 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 " 1 66" 1 7' 1 "4 11712 5'6" 17 4 41"8 t" 1 2,6" TYP) 3X6 =3X3 1.5X3 =3X3 =3X3 11115X3 =3X3 =15X3 A B C D E F N M 1VA L 1 V'1 K J 1111 GV11 —'1V'1 I H 1V'1 1 5X3 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 " 13B" 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"xW,min ) Strongback material to be supplied by erection contractor Truss must be installed as shown with top chord up III Ul4 11712 Snow Criteria (Pg,Pf 1n PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc Udefl U# Lac R / U / Rw / Rh / RL / W N 611 /- /_ /_ /_ / 7 2PfNACe. NA VERT(LL) 0 071 C 999 360 Lu NA Cs NA VERT(TL) 0 153 C 999 240 H 598 / - / - / - / - / 3 5 Snow Duration NA HORZ(LL) 0 018 B - - N Min Big Width Req = 1 5 HORZ(TL). 0 029 B Creep Factor 2.0 H Min Big Width Req = 1 5 Bearings N & H are a rigid surfaceCode / Misc Criteria 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 Rep Factors Used Yes Max Web CSI 0 294 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT 12(0)/10(0) Chords Tens Comp Chords Tens Comp Plate Type(s) VIEW Ver 17 02 02A 1213 21 A - B 0 -387 C - D 0 - 973WAVE B-C 0 -895 D -E 0 -966 No. 648 ATE OF r`o; 0 278 ONnt 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 J- 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 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 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 sheathinq and bottom chord shall have a properly attached riqqid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin 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 Joinf9Details, unless noted otherwise kefer to drawings 160A-Z for standard plate positions Aloine. a division of ITW Buildino Comoonents Grouo Inc shall not be resoonsible for anv deviation from this drawing,any failure to build the ALPINE T CoIU- 2400 Lake Orange Or Suite 150 Orlando FL, 32837 l PI 1, or for handlin4. snippir acceptance of proTessionz any structure is the respons ssesA seal on this drawing or cover page solely for the desi n shown. The suiCability r per ANSI/TPI 1 Sgec.2. Job Number: N330090 9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Truss Label: Al Loading Criteria (ps0 TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Lid 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 7' 10" 9 T10"9 7'9"4 7'9" 4 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 23 91 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 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 Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun nails(0 113" x2.5",min ) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor a) or scab reinforcement may be used in lieu of CLR restraint substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown Scab reinforcement to be same size, species, grade, and 80% length of web member Attach with 0 128x3" gun nails @ 6" oc. Wind Wind loads based on MWFRS with additional C&C member design Ply 1 Oty 6 15' Tl 7 114X6D 7712 15' 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 Std2014 Rep Factors Used Yes FT/ RT 20(0)110(0) Plate Type(s) WAVE 30' SEON 10236 / T5 COMN Cust R8975 JRef 1Wfl89750081 FROM: JJP DrwNo 298 18 1533 30067 KD / OF 10/25/2018 22' 1"7 T1" 7 7712 22' 2"12 Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL) 0 100 1 999 360 VERT( TL) 0 383 1 999 240 HORZ( LL) 0 045 H - - HORZ( TL) 0 110 H Creep Factor 2 0 Max TC CSI 0 972 Max BC CSI 0 927 Max Web CSI 0 417 VIEW Ver 17 02 02A 1213 21 GE1VS . _ i No. 648 ATE OF f• 4r 40 278 A` 10/ 26/2018 30_ T 10"9 7' 9"4 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1543 / 430 / 1027 / - / 287 / 4 0 F 1543 / 430 / 1027 / - /- / 4 0 Wind reactions based on MWFRS B Min Big Width Req = 2.1 F Min Big Width Req = 2 1 Bearings B & F are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - C 977 - 2570 D - E 783 - 1773 C - D 783 -1773 E - F 977 - 2570 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - J 2192 - 720 1 - H 2189 - 742 J - 1 2189 - 720 H - F 2192 - 742 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp. C - 1 413 -822 1 - E 413 -822 D - 1 935 -383 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 properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin 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- ZforstandardplatepositionsAlpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the flNCOWq,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 Or listing this drawingindicatesacceptanceofproessiona. engineering responsibility solely for the design shown. The suitability Suite 150 and use ofthisdrawing, for anystructure is the responsibility of the quilding 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 ipinst or , SBCA www sbandust com, ICC www imsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10237 / T4 / HIPS Cust R R8975 JRef 1VVf189750081 VARIOUS ,9A6/gA7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 2 FROM JRH DrwNo 298 18 1533 29724 Truss Label: A2 KM / DF 10/25/2018 6'9"4 13' 17' 23'2"12 3.Z 6'9"4 F 6'2"12 4' 6'2"12 6'9"4 1 1' 10, 10, 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 47 00 Mean Height 23 41 ftMea 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 #1 T2 2x4 SP #2 N Bot chord 2x4 SP 2400f-2 OE 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 4X6 =4X6 D T2 E 30' 5' 5' 15' 20' 10' 1' 30' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA- CAT NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf NA Ce NA VERT(LL) 0 073 J 999 360 B 1548 1433 / 1032/ - / 254 4 0 Lu NA Cs NA VERT(TL) 0 281 J 999 240 G 1548 1433 / 1032 / - / - 4 0 Snow Duration NA HORZ(LL) 0 027 1 - - Wind reactions based on MWFRS HORZ(TL) 0 066 1 B Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor 2 0 G Min Brg Width Req = 1 5 Bldg Code FBC 6th ed 201 Max TC CSI0 451 Bearings B & G are a rigid surface TPI Slid 2014 Max BC CSI 0 449 Rep Factors Used Yes Max Web CSI 0 243 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 B - C 1058 -2598 E - F 990 -2227 C - D 990 - 2227 F - G 1057 - 2598 D - E 851 -1642 FtE NNW. 48 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 FATE OF a; . o0x. ' kQ}Z Ot- ;,`` 0 278 Oi OVAL 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 safely 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 properly attachedrigidceilinqLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsalledperBCSIsectionsB3, B7 or 910 as applicable AppTy plates to each face of truss and position as shown above and on the Join! Details, unless noted otherwise Refer to ALPINE drawings160A-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 handlin shipping, installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproessionarengineeringresponsibilitysolelyforthedesignshown. 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 ob's general notes page and these web sites ALPINE w al meitw com, TPI www tpinst or , SBCA www sbundust com, ICC w iccsafe org Odando FL, 32837 Job Number* N330090 Ply 1 SEQN 10238 / T3 / HIPS Cusl RR8975JRef 1Wf189750081 VARIOUS ,9A619A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R101 Qty 2 FROM JRH DrwNo 298 18 1533 29678 Truss Label: A3 KM / DF 10125/2018 5' 11 "4 11' 19, 23' 10"2 30' r 5'114 1':' 12 8' + 4'10"2 6'1"14 5X5 = 5X5 T2 D E 12 6F:- k2C4 W 02F4 0 a) rn io B G T3 A H 4X6( A2) 5X8 = 6X6 4X6(A2) 30' 110' i 10, i 10, 1' 10, 1 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 Udell U# Loc R / U / Rw / Rh / RL / W TCDL 1700 Speed 150 mph Pf NA Ce NA VERT(LL) 0 100 1 999 360 B 1596 / 671 / 1031 / - / 220 / 4 0 BCLL 000 Enclosure Closed Lu- NA Cs NA VERT(TL) 0 361 1 999 240 G 1618 / 671 / 1031 / - /- / 4 0 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL). 0 040 1 - - Wind reactions based on MWFRS Des Ld 4700 EXP C HORZ(TL) 0 092 1 B Min Brg Width Req = 1 9 NCBMean Height 22 91 ft 10 00 Code / Misc CriteriaCreepFactor2 0 G Min Brg Width Req = 1 9 Soffit . TCDL 4 2 psf Soffit 0 00 Bldg Code FBC 6th ed 201 Max TC CSI 0 922 Bearings B & G are a rigid surface BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std. 2014 Max BC CSI 0 878 Members not listed have forces less than 375# Spacing 24 0 " C&C Dist a 3 00 ft Re Factors Used Yes Max Web CSI 0 210 p Maximum Top Chord ForcesPer Ply (Ibs) Loc from endwall not in 9 00 ft FT/RT 20(0)/10(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 1137 - 2730 E - F 1031 - 2415 C - D 1026 -2362 F - G 1130 -2771 Lumber D - E 948 -1956 Value Set 13B (Effective 6/ 1/2013) Top chord 2x4 SP #2 N .T2 2x4 SP #1. Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens Comp Chords Tens Comp Webs 2x4 SP #3 W3 2x4 SP #2 N Lumber value set "1313" uses design values B - J 2357 - 902 I - G 2390 - 892 approved 1/30/2013 by ALSC J - 1 1995 -647 Bracing Maximum Web Forces Per Ply (Ibs) a) 1X4 #3SRB or better continuous lateral restraint Webs Tens Comp Webs Tens Comp to be equally spaced Attach with (2) 8d Box or Gun nails(0 113"x2 5", min ). Restraint material to be C - J 285 - 387 E - 1 552 -178 supplied and attached at both ends to a suitable J - D 544 -168 I - F 281 - 378 support by erection contractor a) or scab reinforcement may be used in lieu of CLR restraint substitute (1) scab for ( 1) CLR and (2) yt1lWMtpRLM r S FL Scab scabs for ( 2) CLR'Swhereshownreinforcementtobesamesize, species, grade, and v ` Attach 0 C A' 4 80% length of web memberwith128x3" gun jEks G: O nails @ 6" ocOLoading0NNo. 848 Truss passedcheckfor20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance Wind's ATE OF r cr Wind loads based on MWFRS with additional C&C member design O• P,.••`' OR% O••r+ O144 027810/ 26/ 2018WARNING" 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, for installing and bracing Refer to and follow the latest edition of functions BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these Installers shall provide bracing BCSI Unless have sheathing bottom chord shall temporary have a per noted otherwise, top chordshallproperlyattachedstructuralandpropperlyattachedriidceiling Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3, B7 or B10, as applicable Apply plates to each face ofptruss 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 Build i nl Components Group Inc shall not be responsible for any deviation from this drawing,any failure truss ANSIITPI 1, for handling, bracing trussesA this drawing or to build the N nW COMPMlY in conformance with or shipping, installation and of seal on listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. p cover page.. 2400 Lake OrangeDr The suitability Suite Lake and useofthisdrawing for any structure is e responsibility of the Building Designer per ANSIlTPI 1 Sec.2.150 For more information see thisjob's general notes page and these web sites ALPINE vrrrH al ineaw com, TPI w t inst or , SBCA www sbandustry com, ICC www imsafe org Orlando FL, 32837 Job Number, N330090 Ply 1 SEQN- 10239 / T2 / HIPS Cust RR8975 JRef 1Wf189750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TAt2l3TB/213SE ,02/ ,R/OI Qty 2 FROM JJP DrwNo 298 18 1533 29599 Truss Label: A4 KM / OF 10/25/2018 9' 1 15' 21' 30' 9' 6X6 = 4X4 ; 6X6 C D T2 E 12 T I O N O O M 1 B F a A G 3X6(A1) -6X6 =6X6=3X6(A1) 30' 1' I 10, 10, 10, 1 i r 10' + 20' 30' — 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 Fig NA Ct NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL I 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 000 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 47 00 C HORZ(TL) 0 087 H B Min Brg Width Reg = 1 8 Mea NCBCLL 1000 Mean Height 22 41 fl Code / Misc Criteria Creep Factor 2 0 F Min Brg Width Reg = 1 8 TCDL. 4 2 psf Bearings B & F are a rigid surface Soffit 0 00 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 799 g g 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 Spacing: 24 0 " C&C Dist a- 3 00 It Rep Factors Used Yes Max Web CSI 0 262 Maximum Top Chord Forces Per Ply (Ibss)) Loc from endwall not in 9.00 ItFT/RT 20(0)/10(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 6/1/2013) 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 " 13B" uses design values 1 - 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 AN,Ns Ft Q i •• ` EN••••i i No. 648 ATE OF r fteans OR P• o 278 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 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 BCSI. Unless have bottom shall have a erlypernotedotherwise,top chord shall properly attached structural sheathing and chord proattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as applicable Appy 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 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 of trussesA seal on this drawing or cover page .. 2400 Lake Orange Or listingthisdrawingindicatesacceptanceofpro-fessionar engineering responsibility solely for the design shown. The suitability pgnawinganduseofthisforanystructureiseresponsibilityoftheBuildingDesignerperANSUTPI1Sec.2. Suite 150 For 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 Orlando FL, 32837 Job Number, N330090 Ply 1 SEQN 10240 / Tt / HIPS Cust RR8975JRef 1Wf189750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TAt2l3TB/213SE ,021 ,R/01 Qty 1 FROM JRH DrwNo 298 18 1533 29148 Truss Label: A5G KM / DF 10/25/2018 3'3" + 7' + 112"12 3'3" ig'. 4'2"12 8X8 =4X6 D E 6' 10"4 6' 10"4 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 DesDes Ld 4700D Mean Height 21 91 ft 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) 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 and reactions based on MWFRS. 15'7"4 4" 23' 30' 48 T 7'4"12 7' 41 2F4 T2 30' 8X8 G T 1 8191, T 7'6"8 + 6'10"4 157 4 23' 1 "12 30' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA Ct NA CAT. NA PP Deflection in loc L/defl L/# 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) 0 143 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)/10(0) Plate Type(s). VIEW Ver 17 02 02A 1213 21WAVE, HS Special Loads Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) TC From 78 plf at -1 00 to 78 plf at 700 TC From 39 plf at 7 00 to 39 plf at 15.60 TC From 78 plf at 15 60 to 78 plf 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 lb Conc Load at 705 TC 101 lb Conc Load at 7 06 TC 237 lb Conc Load at 9 06,11 06,13 06,15 00 BC 583 lb Conc Load at 705 BC 136 lb Conc Load at 9 06,11 06,13 06,15 00 BC 1498 lb Conc Load at 15 60 GAS Ft& EN No. 648 ; ri e ATE OF r kr p+'•:c OR1 6, 00 278 10/26/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 3759 / 1365 / - / - / - / 4 0 H 3028 / 1149 / - / - / - / 4 0 Wind reactions based on MWFRS B Min Big Width Req = 3 1 H Min Brg Width Reg = 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 DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS es require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ionent Safety Information, by TPI and SBCA) for 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 led rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810 plicable Apply Oates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise kefer to' ngs 160A-Z for standard plate positions a division of ITW BuildincL Components Group Inc shall not be responsible for any deviation from this drawing,anV failure to build the inconformancewithANSITPI1, or for handlin4, shipping, installation and bracing of.trussesA seal on this drawl yg or cover page , gthisdrawing,indicates acceptance of pro)'essionalq engineering responsibility solely for the design shown. The sui ability useofthisdawingforanystructureisperesponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. ALPINE i Co~ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 more Job Number: N330090 Ply 1 SEQN 10241 / T6 / HIPS Cust R R8975 JRef 1 Wfl89750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA1213TB/213SE ,02/ ,R/01 Qty 1 FROM HMT DrwNo 298 18 1533 29818 Truss Label: A6G KM / OF 10/25/2018 10'1" 12 15' i 19'10"4 1 23' 30' r 7. 3'1"12 ' 410"4 4'10"4 3'1"12 7' 6X6 4X4 11104 =4X4 =6X6 C D E T2 F G T 12 6 T O B N H 1_3 A I IN M L K J: 1 5X8((C2) III2X4 SS0712 =4X8 =SS0712 1112X4=5X8(C2)) 2X4(C2) 2X4(C2) 30' 1' 6'10"4 3'1"12 5' S' 3'1"12 6'10"4 1' 6'10"4 + 10' + 15' + 20' + 23'1"12 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) 0 254 E 999 360 B 3047 / 1238 / - / - I - / 4 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 985 E 575 240 H 3048 / 1239 / - / - I - / 4 0 BCDL 1000 Risk Category. II Snow Duration NA HORZ(LL) 0 077 J - - Wind reactions based on MWFRS Des Ld 4700 EXP C HORZ(TL) 0 188 J B Min Brg Width Req = 2 5 Mean Height 21 91 It NCBCLL. 0,00 H Min Br Width Re 2 5Code / Misc Criteria Creep Factor 2 0 9 q = TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 681 Bearings B& H are a rigid surface Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 621 Members not listed have forces 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 Lumber C - D 2526 -6332 F - G 2526 -6334 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 "11313" 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 111111" il4 w C - M 1913 -752 F - K 642 - 1252 J + F(C M - D 643 -1253 K - G 1912 - 751 f D- L 924 - 355 G- J 645 -147 EN* E -L 545 -8% JJ . ' /1 No. 648 ATE OF g`01QAIAL0278 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, Component Safety Information, by TPI for installing and bracing Refer to and follow the latest edition of BCSI (Building functionsandSBCA) safety bracing BCSI Unless havepractices prior to performing these Installers shall provide temporary bottom havepernotedotherwise,top chord shallattachedrigidceilingLocationsshownforDermanentlateral properly attached structural sheathing and chord shall a properly restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable AppTy plates to each faceof 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 Build in4 Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the wmvcoM ury 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 essiona engineering responsibility solely for the design shown. The sui ability Suite 150 thisforisDesignerANSI/TPI 1 Sec.2. anduseofdrawinganystructuretheresponsibilityoftheBuildingperFor more information see thisjob's general notes page and these web sites ALPINE www al ineaw corn, TPI www t inst or , SBCA www sbandusIry corn, ICC wvnv imsafe org Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A619A7 ,213MA/213MB/213TA/213TB/213SE .021 ,R/01 Truss Label: B1G r 1 2 Complete Trusses Required 66"12 5'6"12 Ply 2 SEQN 10242 / T26 / Qly 1 FROM JRH 10's" 15'9'4 21'4" 5'1"4 5'1"4 66"12 4X4D 21'4' Cust RR8975 JRef 1Wfl89750081 DrwNo 298 18 1533 30036 KM / DF 10/25/2018 53" + 53" + 411" 20'10" 6' ' 5'S" 10'8" 15'11" H4„ 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 15.00 ft NCBCLL- 0 00 TCDL 4 2 psf Soffit 000 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing. 24 0" C&C Dist a 3 00 ft Loc from endwall Any GCpi 0 18 Wind Duration 1 60 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT N/ Pf NA Ce NA Lu NA Cs NA Snow Duration NA Defl/CSI Criteria PP Deflection in loc Udefl U# 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 Std 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 Lumber Wind Value Set 13B (Effective 6/1/2013) Wind loads and reactions based on MWFRS 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) 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 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 plf 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 S FjF' i No. 648 •: ATE OF r 4 .•`,p RN'OV-e y0cc, 0000- 4 40278 s' SjpAW. 10/ 26/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2222 / 466 I- l- I- / 8 0 F 4909 / 779 I- /- I- 1 8 0 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 F Min Brg 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 Como Chords Tens Con 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 I - 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, handlinq 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 properly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910 as applicable Apply Oates 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 Buildinq_ 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 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 design shown. The suitability and use of this drawing, forany structure is p e responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE nr+ rtwcououn 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10243 / T25 / COMN Cust R R8975 JRef 1 Wfl89750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 1 FROM JLJ DrwNo 298 18.1533 29147 Truss Label: B2 KM / 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 " 5'5" 5'5" r 1 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 It 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. 10'8" 1 15'11" 63" 1 5'3" 04D 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 21'4" 5.4" 13134" 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 CS] 0 177 VIEW Ver 17.02 02A 1213 21 No. 648 ATE OF j o, cOR 9PGti k' 0 278 IQA1At 21'4" 5'5" 8' 21'4" 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 / 322 / 774 / - / 214 1 8 0 F 1123 /322 /774 /- /- /80 Wind reactions based on MWFRS B Min Brg Width Req = 1 6 F Min Brg Width Req = 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 Como Chords Tens Con 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 C 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 10/26/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS es require extreme care in fabricating, handlingshipping, installing and bracing Refer to and follow the latest edition of BCSI (Building ionent Safety Information, by TPI and SBCA) 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 sheathinq and bottom chord shall have a properly led rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, plicab-le AppTy plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise f efer to ngs 160A-Z for standard plate positions a division of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the in conformance with ANSVT PI 1, or for handlinj shipping, installation and bracing of.trussesA seal on this drawing or cover page , g this drawing indicates acceptance of pro essionar engineering responsibility solely for the design shown. The suiCability use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. re information see this lob's general notes page and these web sites ALPINE www alpmedw com, TPI www tpinst org, SBCA www sbundustrycom, ICC www iccsal ALPINE CoMVnNY 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10244 / T32 / COMN Cust R R8975 JRef 1 Wfl89750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,021 ,R/01 Qty 3 FROM HMT DrwNo 298 18 1533 29366 Truss Label: 83 KM / OF 10/25/2018 65" 55" 107 158" 5'3" 5' 4X4D 4X4(At) = sxn m sxc 1' r 10,8" 10'8" 15'8" 5' Loading Criteria (pso 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 17.00 Speed 150 mph Pf NA Ce. NA VERT(LL) 0 018 C 999 360 B 856 / 237 / 628 / - / 169 / 8 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) 0 086 G 999 240 F 757 / 221 / 466 / - / - / - BCDL- 1000 Risk Category II Snow Duration NA HORZ(LL) 0 007 G - - Wind reactions based on MWFRS Des Ld 47 00 C HORZ(TL) 0 023 G B Min Brg Width Req = 1 5 NCBCLL 1000 MeaMean Height 15 00 ft Code / Misc Criteria Creep Factor, 2 0 F Min Brg Width Req = - Soffit 0 00 TCDL 4.2 psf BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 485 Bearing B is a rigid surface Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 538 Bearing B requires a seat plate Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI. 0 327 Members not listed have forces less than 375# Loc from endwall not In 4 50 ft FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi 0 18 Plate Type(s)' Chords Tens Comp Chords Tens Comp Wind Duration 1 60 WAVE VIEW Ver 17 02 02A 1213 21 Lumber B - C 430 -1161 D - E 302 -691 C - D 292 - 711 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #2 N Chords Tens Comp Webs 2x4 SP #3 Lumber value set " 13B" uses design values B - G 985 -436 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Wind Webs Tens Comp Webs Tens Comp Wind loads based on MWFRS with additional C&C member design C - G 265 -483 E - F 337 744 Right end vertical not exposed to wind pressure G - E 619 -218 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 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 rlgld ceiling Locations shown for permanent lateral restraint of webs shall have bracln 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 Joint9Details, unless noted otherwise Refer to ALPINEdrawings16OA-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 failure to build the . 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 Drlistingthisdrawingindicatesacceptanceofprolessionarengineeringresponsibilitysolelyforthedesignshown. The suiCability Suite 150anduseofthisgnawingforanystructureisperesponsibilityoftheBuildingDesignerperANSI/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 sbandustry corn, ICC www tccsafe org Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TBI213SE ,02/ ,R/01 Truss Label B4 Loading Criteria (psf) TCLL 2000 TCDL 17.00 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL 10 00 Soffit 000 Load Duration 1 25 Spacing. 24 0 " 4'11" 4'11" 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 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Ply 1 Qty 1 9' 12'4" 3'4" 4X6 =4X4 D E 21'4" 64" 13'4" SEQN 10245 / T23 / HIPS Cust RR8975 JRef 1MI89750081 FROM JRH DrwNo 298 18 1533 29414 KM / DF 10/25/2018 16'5" 4'11" 21'4" 4'11" 8' , 21'4" 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT- NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf NA Ce. NA VERT(LL) 0 075 D 999 360 B 1123 / 323 / 773 / - / 186 8 0 Lu. NA Cs NA VERT(TL) 0 329 E 999 240 G 1123 / 323 / 773 / - /- 8 0 Snow Duration NA HORZ(LL) 0 035 D - - Wind reactions based on MWFRS HORZ(TL) 0 051 1 - - B Min Brg Width Req = 1 6 Code / Misc Criteria Creep Factor 2 0 G Min Brg Width Reg = 1 6 Bldg Code: FBC 6th ed 201 Max TC CSI 0 390 Bearings B & G are a rigid surface TPI Std 2014 Max BC CSI 0.682 Bearings B & G require a seat plate Rep Factors Used Yes Max Web CSI 0 150 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 Comp WAVE VIEW Ver 17 02 02A 1213 21 B - C 674 -1779 E - F 604 -1475 C - D 604 -1475 F - G 674 - 1779 D - E 553 -1173 Pl/.7C.AIE: 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 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 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 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 µ 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 Drlistingthisdrawingindicatesacceptanceofproessiona, engineering responsibility solely for the design shown. The suitability Suite t50anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIlTPI1Sec.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 sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10246 / T16 / HIPS Cust RR8975 JRef 1W1189750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/01 Qly 1 FROM JRH DrwNo 298 18 1533 29819 Truss Label: B5G KM / DF 10/25/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL- 1000 Des Ld 47 00 NCBCLL 000 Soffit 000 Load Duration 1 25 Spacing- 24 0 " 7' 1 14'4" } 21'4" r 7' ' T4„ 7' C8 T2 `6D 7'1" 12 7'1"12 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 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 T2 2x6 SP SS Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs Left side jacks 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) 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 No FT/RT 20(0)/10(0) Plate Type(s) WAVE 21'4" 6' 10"4 14' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0 102 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 FLcENS No. 648 ATE OF t• O •OR1 P`f•k' Ntiwra 40 278fOaAL 10/26/2018 T4" 21'4" 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2135 /617 /- /- /- /80 E 2136 /617 /- /- /- /8.0 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 Comp Chords Tens Comp. 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 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 rl4aid ceilinq Locations shown for permanent lateral restraint of webs shall have bracinq 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 F7efer 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 u mvcoM„ 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 Drlistingthisdrawingindicatesacceptanceofprolessionarengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150anduseofthisgnawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www tipinst or , SBCA www sbandustry corn, ICC w icaafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10247 / T47 / HIPS Cust R R8975 JRef 1 WII89750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,021 ,R/01 Oty 1 FROM JRH Do 298 18 1533 29367 Truss Label: L1G KM / OF 10/25/2018 T r` V 1 3715 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 " 7' 9' 1 16' 7' T 2' r 7, 5X5 = 5X8 12 C T2 D Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category II EXP C Mean Height 15 00 ft TCDL 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a 3 00 It Loc from endwall: not in 4 50 It GCpi 0 18 Wind Duration 1 60 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 pit at 8 97 to 20 plf at 1600 TC 411 lb Conc Load at 7 03, 8 97 TC 97 Ib 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 7'3"8 7'3"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 Sid 2014 Rep Factors Used Yes FT/RT 20(0)110(0) Plate Type(s) WAVE 16' V6"12 8' 1 O' 4 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0117 G 999 360 VERT(TL) 0 431 G 688 240 HORZ(LL) 0.040 G - - HORZ(TL) 0 093 G Creep Factor 2 0 Max TC CSI 0 606 Max BC CSI 0 921 Max Web CSI 0 249 VIEW Ver 17 02 02A 1213 21 S FLE,j N.No. sti•• 48 s SfiATE 4F r o O R1pvl! . C. w•....{.•['.U 40278 10/26/2018 7'1"12 16' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1890 /580 /- /- /- /80 E 1890 /580 /- I- /- /80 Wind reactions based on MWFRS B Min Big Width Req = 2 2 E Min Big Width Req = 2 2 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 1376 - 4578 D - E 1377 - 4586 C - D 1272 - 4348 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 DRAWING1 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 temporarybracingperBCSIUnlessnotedoyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro Pry attached rigqid ceiling Locations shown forpermanent 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 JoinCDetails, unless noted otherwise Refer to' ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Buildin%gComponents Group Inc shall not be responsible for any deviation from this drawino any failure to build thetrussinconformancewithANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr wing or cover page .. 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofpro) essionaJ engineering responsibility solely for the design shown. 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 For more information see thisjob's general notes page and these web sites ALPINE www al inedw com, TPI www t inst or , SBCA www sbOndustry com, ICC www imsafe org Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Truss Label: C1 Loading Criteria (psi) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " n 43 2 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 21 95 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 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 SEON 10248 / T18 / Oly 2 FROM JJP 77' 14'4" 77' 77' 1114X6 B 14'4" T 2" 7-7' 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 7.7' 1414-4„ Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0.016 E 999 360 VERT(TL) 0 062 E 999 240 HORZ(LL) 0 010 E - - HORZ(TL) 0.023 E Creep Factor 2 0 Max TC CSI 0 702 Max BC CSI 0 744 Max Web CSI 0 128 VIEW Ver 17 02 02A 1213 21 G S FLJ Q .,GEN. f, No. 64$ STATE OF f c nhMr. A 40 278 P— AIA%- 10/26/20I 8 Cust RR8975JRef 1Wfl89750081 DrwNo 298 18 1533 29443 KM / OF 10/25/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 698 /191 /453 I- /142 /- C 785 /223 /540 /- /- /40 Wind reactions based on MWFRS A Min Big Width Req = - C Min Brg Width Req = 1 5 Bearing C is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A - B 455 - 992 B - C 434 - 995 Maximum 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 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 sheathin and bottom chord shall have a properly attached npid 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 Joint -Details, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW BuildingComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µCO — truss in conformance with ANSI rf PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , , 2go0 Lake Orange Drlistingthisdrawingindicatesacceptanceofppro-fessionar engineering responsibility solely for the design shown. The suiiabrlityanduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI[TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI www t mst or , SBCA www sbondustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/01 Truss Label: C2 Loading Criteria (psq TCLL 2000. TCDL 1700 BCLL 000 BCDL. 10.00 Des Ld 47 00 NCBCLL 1000 Soffit 000 Load Duration 1 25 Spacing 24 0 " 2 6'6" 6'6" Ply. 1 Qty 1 1- '4" 4X6 ; 4X6 B C 14'4" SEQN 10249 / T14 /HIPS Cust RR8975JRef 1Wf189750081 FROM JJP DrwNo. 298 18 1533 29882 KM / DF 10/25/2018 14'4" 6'6" 6'9"8 7'6"8 f6'9"8 14,4„ 1 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 21 78 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 GCpi 0 18 Wind Duration 1 60 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 "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Snow Criteria (Pg,Pf in PSF) Pg NA 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 Udefl U# VERT(LL). -0 015 F 999 360 VERT(TL)- 0 052 F 999 240 HORZ(LL) -0 009 F - - HORZ(TL) 0 020 F Creep Factor 2 0 Max TC CSI 0.617 Max BC CSI 0 742 Max Web CSI 0 080 VIEW Ver 17 02 02A 1213 21 FL, O .•' •EN4' •.?iG No, 648 f • ATE OF ORI o z78 10W 10/26/2018 t2 0 v Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 698 /280 /454 /- /131 /- D 785 /326 /541 /- /- /40 Wind reactions based on MWFRS A Min Brg Width Req = - D Min Brg Width Req = 1 5 Bearing D 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 478 -1011 C - D 464 - 987 B - C 498 - 826 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 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 safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceilinq Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, as applicable AppTy plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise Refer to ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW Bwldml Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the .+ COO.P rw truss in conformance with ANSI FPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page, , 2400 Lake Orange Drlistingthisdrawingindicatesacceptanceofproesstonaengineeringresponsibilitysolelyforthedesignshown. The sui ability and use of this [pawing for any structure is p e 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 al ineitw com, TPI www t inst or , SBCA w sbondustrycom, ICC www iccsare org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10250 / T10 / SPEC Cusl RR8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 1 FROM JJP DrwNo 298 18 1533 29209 Truss Label C3 KM / DF 10/25/2018 4'6" 4'6" 7,2" + 8'6" 2'8" 1'4" 4X4 D 14'4" 5' 10" 4X4 %4X6(SRS) 12 B C 6 A E Cl) F H G 2X4(A1) =4X4 =4X4=2X4(A1) 14'4" 4'9"8 3'6" 12 5' 11 "12 4'9"8 8'4"4 114'4" 1 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 21 62 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 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 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 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 A 699 / 277 / 450 / - / 119 / 4 0PfNACeNAVERT(LL) 0 022 C 999 360 Lu NA Cs NA VERT(TL) 0,084 C 999 240 E 784 / 321 / 538 / - / - / 4 0 Snow Duration. NA HORZ(LL) 0 009 G - - Wind reactions based on MWFRS HORZ(TL) 0 021 G Creep Factor 2 0 A Min Brg Width Reg = 1 5 E Min Brg Width Reg = 1 5Code / Misc Criteria Bldg Code: FBC 6th ed 201 Max TC CSI: 0 450 Bearings A & E are a rigid surface TPI Std 2014 Max BC CSI 0 451 Rep Factors Used Yes Max Web CSI 0 182 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) VIEW Ver 17 02 02A 1213 21 A - B 614 -1106 C - D 596 - 938 B - C 607 - 949 D - E 560 - 1031 WAVE ts F FM EN w No, 648 t f • ATE OF l C?R10A•ti 40 z78I- 10/26/2018 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 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 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 properly attached rlald ceiling Locations shown forpermanent lateral restraint of webs shall have braclnq 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 Join -Details, unless noted otherwise Refer to ALPINE drawings160A-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 240o Lake Orange Dr listingthisdrawingindicatesacceptanceofprofessionalengineeringresponsibilitysolelyforthedesignshown. The sui ability 2400 Lake and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite For more information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www tipinst or , SBCA wwwsbcindustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 VARIOUS .9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Truss Label. C4G Ply 1 Qty 1 SEQN 10251 / T9 FROM JRH HIPS Cust R R8975 JRef 1 Wf189750081 DrwNo 29B 18 1533 29B81 KM / DF 10/25/2018 2,6„ 57- 7,8„ 1 9'4" 14'4" r2,6„ 2,8„ 2,6„ 1 1,8„ ' 1 S' 4X6 4X6 E F co T 4X6(A2) —4A4 =4A4 IIIZA4=4X6(A2) 14'4" 2'9"8 4'10"8 1 V 4 5'1"12 f` 1 2'9„8 7,8„ 9'2"4 14'4" 1 'I 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 EXP C es Ld 4700DDesLd 10 00 Mean Height 21 41 ft TCDL 4 2 psf Soffit 0.00 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing 24 0 " C&C Dist a 3 00 ft Loc. from endwall not in 4 50 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 #1 Webs 2x4 SP #3 Lumber value set " 136" uses design values approved 1/3012013 by ALSC Special Loads Lumber Dur Fac =1 25 / Plate Dur Fac =1 25) TC From 78 plf at -1 00 to 78 plf at 1533 BC From 20 plf at 0 00 to 20 plf at 14 33 TC 150 lb Conc Load at 2 55 TC 438 lb Conc Load at 7 70, 9.30 BC 68 lb Conc Load at 2 55 BC 191 lb Conc Load at 7 70, 9 30 Wind Wind loads and reactions based on MWFRS 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), -0 102 J 999 360 Lu: NA Cs NA VERT(TL). 0.383 J 713 240 Snow Duration NA HORZ(LL) -0 027 1 - - HORZ(TL) 0 061 1 Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0.563 TPI Std 2014 Max BC CSI 0 933 Rep Factors Used Yes Max Web CSI 0 363 FT/RT 20(0)/10(0) Plate Type( s) WAVE VIEW Ver 17 02 02A 1213 21 AS EM GEMSF •NiNo. E64$ •; i C_ i STATE OF s ,r O R19P• 4r 0 278 / 61AIL 10/26/ 2018 I co i Maximum Reactions ( Ibs) Loc R / U /Rw /Rh /RL /W B 1471 / 751 /- /- /- /4 0 G 1567 / 835 /- /- /- /4 0 Wind reactions based on MWFRS B Min Brg Width Reg = 1 7 G Min Brg Width Reg = 1 8 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 1294 - 2572 E - F 1343 - 2444 C - D 1232 - 2435 F - G 1527 - 2790 D - E 1534 - 2788 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp B - K 2241 -1124 J - 1 2444 - 1343 K - J 3807 - 2046 I - G 2419 - 1316 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp C - K 884 - 492 E - J 814 - 633 K - D 928 -1564 1 - F 570 - 468 D - J 793 -1536 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS es require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building onent SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions Installers shall provide temporary. 1g per BCSI Unless noted othenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly led rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinginslalled per BCSI sections B3, B7 or B10, plicabgle Apply Oates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise kefer to ngs 160A-Z for standard plate positions a division of ITW BwldincLComponents 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 pane . g this drawing indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The sui ability use of this drawing for any structure is the responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. ALPINE u mv coM u+r 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330090 Ply: 2 SEQN 10256 / T13 / FLAT Cusl RR8975 JRef 1Wfl89750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 1 FROM JRH DrwNo 298 18 1533 29273 Truss Label: FG1 KM / DF 10/2512018 5 2 Complete Trusses Required T N 1 Loading Criteria ( psf) TCLL 4000 TCDL 1000 BCLL 000 BCDL 500 Des Ld 5500 NCBCLL 000 Soffit 200 Load Duration 1 00 Spacing 24 0 " 5"1 3'2"10 5'10"15 8'8"1 I 10'8"6 12'10" 13' 5"r 2,910 r 2'8"6 T 2' 9"2 T 2, 0"6 T 2'1"10 i 5" 4X10 =5X8 1112X4 A B C L 1113X6 1112X4 =5X8 =5X10 D E F W2 W4 W W K J I H 13' 3" 1114X6 2'9" 2 2' 9" 10 3'4"10 2'3"10 2'0"2 11 2'9"2 '1 5'6"l1 1 8'11"5 1 117'14 ' 13'3" 1 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 611/ 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 "l3B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule 0 128" x3" nails Top Chord 1 Row @ 2 50" o c Bot Chord 1 Row @ 5 25" o c Webs 1 Row @ 4" o c Use equal spacing between rows and stagger nails in each row to avoid splitting Special Loads Lumber Dur Fac = 1 00 / Plate Dur Fac =1 00) TC From 100 plf at 0 00 to 100 plf at 1325 BC. From 10 plf at 0 00 to 10 plf at 1325 TC 825 lb Conc Load at 0 17, 2 19, 4 19, 6 19 8 19,10 19,12 04 BC 789 lb Conc Load at 6 54, 8 54,10 69 BC 671 lb Conc Load at 12 69 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing Additional Notes Truss must be installed as shown with top chord up Snow Criteria (Pg,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 No FT/ RT 20(0)/10( 0) Plate Type(s) WAVE DeflICS1 Criteria PP Deflection in loc Udefl U# VERT(LL). 0188 C 846 360 VERT(TL) 0 329 C 615 240 HORZ(LL) 0 038 A - - HORZ(TL) 0 052 A Creep Factor 2 0 Max TC CSI 0 655 Max BC CSI 0 736 Max Web CSI 0 785 VIEW Ver 17 02 02A 1213 21 As F, Nfz-4, EPV No. 648 a 1 q ATE OF . 0 ct: 0,• O R%4P cA k' HJ• V 40278SIaiNA` 10/ 26/2018 G Maximum Reactions (Ibs) Loc R / U /Rw /Rh / RL /W L 4678 /- /- /- !- /4 0 M 5592 /- I- /- /- /62 L Min Big Width Req = 1 9 M Min Brg Width Req = 2 3 Bearings L & M are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp A- B 0- 3925 D- E 0- 6173 B- C 0- 6168 E- F 0- 3903 C - D 0 - 6243 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp K- J 4325 0 1- H 4335 0 J - 1 6243 0 Maximum Web Forces Per Ply ( Ibs) Webs Tens Comp Webs Tens Comp A- L 0- 2259 D- 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 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 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 sheathinq and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled 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 for standardplatepositionsAlpine, a division of ITW Building1 Components Group Inc shall not be responsible for any deviation from this drawino any failure to build the .—Coww,rn 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 acceptanceofpproTessionarengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 and use of this drawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. For more information see thisjob' s general notes page and these web sites ALPINE w al inedw com, TPI w t inst or , SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 2 SEON 10257 / T33 / FLAT Cust R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Qty. 1 FROM JJP Dnallo 298 18 1533 29614 Truss Label, FG2 KM / OF 10/25/2018 1112X4 A 2 Complete Trusses Required 5' 1 " 87"11 13' 10"8 5'1" 3'611 5'2"l3 5'2"12 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 C Des Ld 5500 Mean Height 15 00 ft NCBCLL 0 00 TCDL 4 2 psf Soffit 2.00 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 GCpi 0 18 Wind Duration 1 60 Lumber Value Set 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule 0 128"x3" nails Top Chord. 1 Row @ 6 25" o c Bot Chord 1 Row @12 00" o c Webs 1 Row @ 4" o c Use equal spacing between rows and stagger nails in each row to avoid splitting Special Loads Lumber Dur Fac =1 00 / Plate Our Fac =1 00) TC From 100 plf at 0 00 to 100 plf at 848 TC From 180 plf at 8 48 to 180 plf at 850 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 BC From 10 plf at 0 00 to 10 plf at 1388 BC 1096 lb Conc Load at 11 33 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing Wind Wind loads based on MWFRS 4X4 B 8'9"12 Snow Criteria (Pg.Pf in PSF) Fig NA Ct NA CAT. N/ Pf NA Ce. NA Lu NA Cs. NA Snow Duration NA 1112X4 = 4X4 C D 4X4 3'6"l 1 8'9" 7 DeflICSI Criteria PP Deflection in loc Udefl U# VERT(LL) 0 020 G 999 360 VERT(TL) 0 093 G 999 240 HORZ(LL) 0 004 A - - HORZ(TL) 0 011 A - - Code / Misc Criteria Creep Factor: 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 885 TPI Std 2014 Max BC CSI 0 978 Rep Factors Used Yes Max Web CSI0 222 FT/ RT 20(0)/l0(0) Plate Type(s) WAVE I VIEW Ver 17 02 02A 1213 21 Additional Notes Truss must be installed as shown with top chord up NO. 648 •: ATE OF i Cl- d. a © R 4P'ti1yk. N•r • 40 278 SSjp aL 10/ 26/2018 5' 0"12 -i 5' 1"1 13' 10"8 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W H 501 /196 /152 I- I- l57 F 1740 /392 /187 I- I- /80 E 1227 / 146 / 247- Wind reactions based on MWFRS H Min Brg Width Reg = 1 5 F Min Brg Width Reg = 1 5 E Min Brg Width Reg = - Bearings H & F are a rigid surface Bearings H & F require a seat plate Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp C - F 153 - 406 D - E 109 - 392 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS awre extreme care in fabricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building tSafetyInformation, by TPI and SBCA) 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 id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ileApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinf'Detalls, unless not otherwise Refer to 60A- Z for standard plate positions a division of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page, this drawing indicates acceptance of pro7essionar engineering responsibility solely for the design shown. The suitability e of this drawing for any structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE COMPANY 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N330090 Ply 2 SEQN 10258 / T22 / FLAT Cust RR8975 JRef IM189750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA1213TB/213SE ,02/ ,R/01 Qty 1 FROM JRH DrwNo 298 18 1533 29911 Truss Label: FG3 KM / DF 10/25/2018 2 Complete Trusses Required 2'10"10 5'5"12 8'6"3 2'10"10 1272 13'0"6 A 4X12 1112B4 =4C4 = 4X12 D T 1 Loading Criteria (psf) 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 Dist0 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 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 "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule 0 128"x3" nails Top Chord 1 Row @ 3 75" o c 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 plf at 0 00 to 450 plf at 555 TC From 100 plf at 5 55 to 100 plf at 851 BC From 10 pit at 0 00 to 10 plf at 851 TC 373 lb Conc Load at 1 47, 3 62 TC 100 lb Conc Load at 5 55 BC 2747 16 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 lop chord up 2' 10"10 21010 ' Snow Criteria (Pg,Pf in PSF) Pg' NA Ct NA CAT W Pf NA Ce NA Lu NA Cs NA Snow Duration. NA 8' 6"3 3' 1"2 2'6"6 5' 11 " 12 I 8'6"3 Defl/ CSI Criteria PP Deflection in loc Udell U# VERT( LL) 0 056 B 999 360 VERT( TL). 0.161 B 942 240 HORZ( LL) 0 015 A - - HORZ( TL) 0 029 A - - Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 860 TPI Std 2014 Max BC CSI 0 541 Rep Factors Used Yes Max Web CSI 0 425 FT/ RT 20(0)/10(0) Plate Type(s) 7 Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W H 6217 /316 /133 /- /- /38 E 3753 /405 /133/- Wind reactions based on MWFRS H Min Brg Width Req = 2 6 E Min Brg Width Req = - Bearing H is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens Comp WAVE VIEW Ver 17 02 02A 1213 21 A - B 312 -4055 C - D 379 - 3565 Wind B - C 312 -4055 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply (Ibs) memberdesignChords Tens Comp G - F 3706 - 387 O .•'' \ GENE No. 648 •: i ATE OF oc' !' o V. E%- R o0.01 0 278 j43 OAWL10/ 26/2018 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 sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin 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 Joinf Details, unless noted otherwise Refer to ALPINE 14116111, drawings 160A-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 truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seat on this drawing or cover paqe 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. 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 thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI v t inst or , SBCA w sbcindustry com, ICC w iccsafe org Orlando FL, 32837 Job Number, N330090 Ply 2 SEQN 10259 / T17 / FLAT Cust R R8975 JRef 1 V089750081 VARIOUS ,9A619A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 1 FROM JRH DrwNo 298 18 1533 29786 Truss Label: FG4 KM / DF 10/25/2018 2 Complete Trusses Required 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 C Des Ld 5500 Mean Height 15 00 ft NCBCLL 0 00 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 end_wall Any GCpi 0 18 Wind Duration 1 60 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 "1313" 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 111A = 4X4 B Ll Cn 1 D C 4X4 1112X4 1- 2'10"12 2'10"12 2'10"12 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). 0 001 B 999 360 Lu NA Cs NA VERT(TL) 0 002 B 999 240 Snow Duration NA HORZ(LL) 0 000 A - - HORZ(TL) 0 001 A Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 201 Max TC CSI 0 750 TPI Std 2014 Max BC CSI. 0 026 Rep Factors Used Yes Max Web CSI 0 166 FT/RT 20(0)/10(0) Plate Type(s) VIEW Ver 17 02 02A 1213 21WAVE NS FL, A'°J'' r No. 648 ATE OF i L 11'•,, ORroP• go278 1ip`DAASV 10/ 26/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W D 1096 1 139 / 45- C 1263 / 188 145- Wind reactions based on MWFRS D Min Brg Width Reg = - C Min Brg Width Reg = - Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp A - D 95 - 540 B - C 98 - 624 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING 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 lonentSafetyInformation, 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 led ngqld ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, plicab' le Apply plates to each face of truss and position as shown above and on the Join Detalls, unless noted otherwise liefer to ngs 160A-Z for standard plate positions a division of ITW Building Components 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 proTessionaf engineering responsibility solely for the design shown. The sui ability use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE mrt co~ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10252 / T11 / EJAC Cust. R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,021 ,R/01 Qty 1 FROM JRH DrwNo 298 18 1533 29693 Truss Label: MG1 KM / DF 10/25/2018 k 4X4 (A 1) AYR B f 4'4"4 2'7" 12 4,4„4 7, Loading Criteria (psg Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 2000 Wind Std ASCE 7-10 Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# TCDL 1700 Speed 150 mph Pf. NA Ce NA VERT(LL) -0 020 D 999 360 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL). 0 072 D 999 240 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) -0 010 D - - Des Ld 47 00 EXP C Mean Height 22 16 ft HORZ(TL) 0 022 D NCBCLL 10 00 TCDL 4 2 psf Code / Misc Criteria Creep Factor 2 0 Soffit 000 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI- 0 958 Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Sid 2014 Max BC CSI 0 516 Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 744 Loc from endwall Any FT/RT 20(0)/10(0) GCpi 0 18 Plate Type(s) VIEW Ver 17 02 02A 1213 21WindDuration160WAVE Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP 2400f-2 OE Webs 2x4 SP #3 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 700 BC From 10 plf at 0 00 to 10 plf at 700 BC 698 lb Conc. Load at 2 06, 4 06, 6 06 Wind 1bWf[ryt.4", Wind loads and reactions based on MWFRS t ( F:1. Right end vertical not exposed to wind pressure A ' EN' V j'1 No. 648 ; ATE J1 oo- 101ee Rti io SAL 90278 ,. Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 1212 /476 /- /- /- /40 C 1498 /512 /- /- /- /- Wind reactions based on MWFRS A Min Brg Width Req = 1 5 C Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp A - B 530 - 1467 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 10/ 26/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ases require extreme care in fabricating, an in shipping, Installing and bracing Refer to and follow the latest edition of SCSI (Budding nponent Safety Information, by TPI and SBCA) or safety practices pnor to performing these functions Installers shall provide temporary ing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ched rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or 810, ipplicable Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise efer to vings 160A-Z for standard plate positions ne, a division of ITW Buildin4qComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the s in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of-trussesA seal on this drawing or cover page . . ng this drawing indicates acceptance of pro) essiona engineering responsibility solely for the design shown. The. suitability useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. ALPINE IM 0"'_ 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10253 / T44 / VAL Cust RR8975 JRef. 1Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,02/ ,R/01 Qty 1 FROM JRH Dnallo 298 18 1533 29849 Truss Label: MV6 KM / DF 10/25/2018 ma 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 ft Loc from endwall not in 9 00 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 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 511 "8 5'11"8 1 5'11"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg NA Ct NA CAT NA PP Deflection in loc L/deft U# 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 Big 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 Sid 2014 Max BC CSI 0 496 Rep Factors Used Yes Max Web CSI 0 209 FT/RT 20(0)/10(0) Plate Type(s) iWAVE VIEW Ver 17 02 02A 1213 21 G •` i No. 648 •; ti ATE 4F i p ,• ot lose* .100R kr 40278 ,,,OA1 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 dtherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent 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 Join -Details, unless noted otherwise Beier 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 .a Col~ 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 Drlistingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150anduseofthisc7awingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see thisjob's general notes page and these web sites ALPINE www al ineitw corn, TPI www tpinst or , SBCA w sbandust com, ICC www iccsafe org Orlando FL, 32837 Job Number, N330090 Ply 1 SEQN- 10254 / T43 / VAL Cust. RR8975 JRef 1Wf189750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/Oi Qty 1 FROM JRH DrwNo 298 18 1533 29647 Truss Label: MV4 KM / DF 10/25/2018 4 Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL 17.00 Speed 150 mph BCLL 000 Enclosure Closed BCDL 1000 Risk Category II Des Ld 47 00 EXP C Mean Height 23 06 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 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 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 12 1112X4 B 1112X4 j= 3' 11 "8 _ 1 3' 11 "8 3'11"8 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT NI Pf NA Ce. NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed TPI Std 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) 0 003 C HORZ(TL) 0 007 C Creep Factor 2 0 Max TC CSI 0 231 Max BC CSI 0 184 Max Web CSI 0 087 VIEW Ver 17 02 02A 1213 21 SFG FQ G sF No. 648 't ATE OF r•c; y'•:ZUft 9"0 40 278 + 4AlAL 10/26/2018 Maximum Reactions (lbs), or`=PLF Loc R I /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 DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS es require extreme care in fabricating, handlin shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building cnent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary ig per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly led rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 plicab- le AppTy plates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise Refer to ngs 160A- Z for standard plate positions a a division of ITW Building Components 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 pr ) essionar engineerinq responsibility solely for the design shown. The sui ability use ofthisdrawing, forany structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ALPINE IN ff W COMPUJY 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 DrwNo 298 18 1533 29756 Truss Label: MV2 KM / DF 1012512018 12 6 1112X4 B 4X4( D1) T A I 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 " 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 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 "'I 3B" 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 2X4 i, 1'11i' 8 { 1'11"8 1' 11'i8 Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT Ni Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Sid 2014 Rep Factors Used Yes FT/RT 20(0)/ 10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# 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 kS FLE GEN F .•. G' No. 648 ATE OF r' oRk 40 278 +IOAIAL! 10/ 26/2018 Maximum Reactions (lbs), or'= PLF Loc R / U / Rw / Rh / RL / W- D' 97 /27 /60 /- / 17 /235 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 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 sheathing and bottom chord shall have a pro erly attached rigqid ceilinq LocationsshownforpermanentlateralrestraintofwebsshallhavebracinqqinstalledperBCSIsectionsB3, 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 drawings 16OA-Z for standard plate positions Alpine, a division of ITW BuildincL1Components 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. listing this drawing,indicates acceptance of pro) essionar engineerin responsibility solely for the design shown. The suitability and use of thisdawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec 2. For more information see this fob's general notes page and these web sites ALPINE www aipmeaw com, TPI www tpinst org, SBCA www sbondustry com, ICC www iccsafe ALPINE M, co.p- 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10264 / T19 / EJAC Cust R R8975 JRef 1MI89750081 VARIOUS ,9A619A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 19 FROM RDG DrwNo 298 18 1533 28913 Truss Label: E.17 KM / WHK 10/25/2018 7' I- 7' Loading Criteria (psf) TCLL 2000 TCDL. 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Wind Criteria Wmd Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II C Mean Height 15 00 ftMean TCDL 4 2 psf 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 Soffit 000 BCDL 5 0 psi Bldg Code FBC 5th ed 201 Load Duration 1 25 MWFRS Parallel Dist h/2 to h TPI St l 2014 Spacing 24 0 " C&C Dist a 3 00 ft Rep Factors Used Yes Loc from endwall not in 4 50 ft FT/RT 20(0)/10(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 Lumber value set 136" 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 C Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# I Loc R / U / Rw / Rh / RL / W 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 Ft- t meR••.Y 1.1 No. 648 't ATE OF •,.•' a` 0 z7R A,•_ 10/26/2018 B 436 /94 /349 /- /152 /80 D 136 /13 /106 /- /- /15 C 237 / 113 1 153 ! - / - / 1 5 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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 pro er yattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as applicable Apply plates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise kefer 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 µ,,,,;ow_ truss in conformance with ANSI/TPIPI 1, or for handling, shipping, installation and bracing of trussesA seal on this dr wing or cover page 2400 Lake Orange Orlistingthisdrawingindicatesacceptanceofpro) essionar engineerinq responsibility solely for the design shown. The suitability Suite 150anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. 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 sbandustiy com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10266 / T7 / EJAC Cusl RR8975 JRef IM189750081 VARIOUS ,9A6/9A7 ,213MA/213MB1213TA/213TB/213SE ,02/ ,R/01 Oily 2 FROM JJP DrwNo 298 18 1533 29335 Truss Label: EJ5 KM / DF 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 " f 2X4 (A 1) Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 21 41 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 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 Additional Notes Provide (2) 0 131"x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,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 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) -0 006 D HORZ(TL)0 013 D Creep Factor. 2 0 Max TC CSI 0 435 Max BC CSI 0 294 Max Web CSI 0.000 VIEW Ver. 17 02.02A 1213 21 No. 648 i STATE OF r 40 278 C O V LO M M Maximum Reactions (Ibs) Loc R IU /Rw /Rh /RL W B 341 1111 /278 /- /146 140 D 95 /14 /73 /- /- 15 C 165 /107 /100 /- /- 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 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 (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 property attached structural sheathing and bottom chord shall have a properyr attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable Apply Oates to each face of truss and position as shown above and on the Join -Details, unless noted otherwise kefer 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 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 Drlistingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suiCability Suite 150anduseofthisdrawing, for any structure is phe 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 inedw com. TPI www tpinst or , SBCA www sbandustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number' N330090 Ply, 1 SEQN 10267 / T29 / EJAC Cust R R8975 JRef 1 Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB1213TA1213TB/213SE ,02/ ,R/01 Qty 1 FROM JJP DrwNo 298 18 1533 29193 Truss Label: EJ3G KM / DF 10125/2018 12 B F F7 2X4( A1) Q1: 1 041. 1 Loading Criteria (psf) WindCriteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 2000 Wind Std ASCE 7-10 Pig 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) NA A 249 / 81 / - / - / - / 4 0 BCLL 000 Enclosure Closed Lu NA Cs NA VERT(TL) NA C 49 / 2 / - / - / - / 1 5 BCDL 1000 Risk Category II Snow Duration NA HORZ(LL) 0 001 C B 93 / 51 I - I - l - / 1 5 Des Ld 4700 EXP C HORZ(TL) 0 003 C Wind reactions based on MWFRS Mean Height 21 03 ft NCBCLL 10 00 A Min Br Code I Misc Criteria CreepFactor209WidthReq = 1 5 TCDL 4 2 psf C Min Br Width Re Soffit 0 00 BCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TIC CSI 0 151 g q = Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 173 B Min Bis Width Req = Spacing 24 0 " C& C Dist a 3 00 ft Rep Factors Used Yes Max Web CSI 0 000 Bearing A s a rigid surface Loc from endwall Any 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 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 ,.p ltfllarq Wind loads and reactions based on MWFRS S FLA Additional Notes Provide (2) 0 131"x3 0", min toe -nails at top chord. • GE S •••• VA Provide (2) 0 131 "x3 0", min toe -nails at bottom chord Q ,• ; V No. 648 1 ATE OF ORipP' o ti 40278 ` JnAiAi. 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 fabricatorq, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Budding Component Safety Information, by TPI andSBCA) 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 rigid ceiling Locations shown forpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as applicable Apply plates to each face of truss and position as shown above and on the Joinf9Detads, unless noted otherwise Defer to LPG drawings 16OA-Z for standard plate positionsAlpine, a division of ITW Budding Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the I im4COW— 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 prolessionarengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 and use of this q awing foranystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. For rgore information see this Job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbondustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply. 1 SEQN 10268 / T24 / JACK Cust RR8975 JRef 1Wf189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TAt2l3TB/213SE ,02/ ,R/01 Qty 10 FROM JJP Do 298.18 1533 29085 Truss Label: CJ5 KM / OF 10/25/2018 L 12 6 M O to CV C' ) B M A D 5' 5' Loading Criteria (pso 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 341 / 77 / 279 / - / 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 4700 CnHORZ(TL) 0 013 D Wind reactions based on MWFRS Mea Height 15 00 ttMea NCBCLL 1000 Code / Misc Criteria Creep Factor. 2 0 B Min Br 9 Width Re q = 1 5 TCDL 4 2 psf Soffit 000 BCDL 5 0 sfP Bldg Code. FBC 6th ed 201 Max TC CSI 0 435 D Min Br Width Re - g q 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 is a rigid surface Spacing 24 0 " C&C Dist a 3.00 ftP9 Rep Factors Used Yes Max Web CSI 0 000 Bearing B requires a seat plate Loc from endwall not in 4 50 It 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 611/2013) 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 tM111q V s FL ENS No. 848 f ATE OF s ct ' p'•c OR gP'.a w a0 z78 dArA'L 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, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuddingComponentSafetyInformation, 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 rigid ceding Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, as applicable AppTy plates to each face ortruss 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 BwldinccL Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the µ, „Cow,,,,,., 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 Drlistingthisdrawingqindicatesacceptanceofpro) essionar engineering responsibility solely for the design shown. The suitability Suite 150anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this fob's general notes page and these web sites ALPINE www alpmeitw corn, TPI www tpinst org, SBCA- www sbandustry com, ICC www imsafe org Orlando FL, 32837 Job Number. N330090 Ply 1 SEQN 10269 / T21 / JACK Cust R R8975 JRef 1 W1189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Oty 13 FROM JJP DrwNc, 298 18 1533 29959 Truss Label: CJ3 KM / DF 10/25/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Lid 4700 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 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 " 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Provide (2) 0 131 "x3 0", min toe -nails at top chord Provide (2) 0 131"x3 0", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Fig 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 Std 2014 Rep Factors Used Yes FT/RT 20(0)/10(0) Plate Type(s) WAVE N Ili Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 001 D HORZ(TL). 0 002 D Creep Factor 2 0 Max TC CSI 0 188 Max BC CSI 0 097 Max Web CSI 0 000 VIEW Ver 17 02 02A 1213 21 S FL No. 648 it ATE pF 0 278 NAL 10/26/2018 cM O Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 250 /61 /214 /- /75 180 D 54 /4 /42 /- /- 115 C 90 /44 /54 I- /- /15 Wind reactions based on MWFRS B Min Brg Width Reg = 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 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 rigid ceilingLocations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections 83, B7 or B10, as applicable AppTy plates to each face or truss and position as shown above and on the Joint -Details, unless noted otherwise kefer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW BuildinQ_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 listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 anduseofthisgnawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For rgore information see this fob's general notes page and these web sites ALPINE www aipinedw com. TPI www tpinst org, SBCA www sbcindustry com. ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10271 / T20 / JACK I Cusl R R8975 JRef 1 Wf189750081 VARIOUS ,9A619A7 ,213MA1213MB/213TA1213TB/213SE ,02/ ,R/01 Oty 16 FROM RDG DrwNo 298 18 1533 28945 Truss Label: CJ1 KD / DF 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 " 12 6 4 " 3 L j 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 "l3B" 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) 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 C T TM O Lr) r— T_ Defl/CSI Criteria PP Deflection in loc L/defl L/# 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 CSI0 000 VIEW Ver 17 02 02A 1213 21 p, S FL A No. 648 q' s ATE OF r`ao- Savo 40278 „ WAL 10/ 26/2018 M i Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 194 /64 /186 /- /37 /80 D 9 /10 /14 /- I- 115 C - 15 /29 /21 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, 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 properly attached n riidceilinqLocationsshownforpermaentlateral 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 Joinf9Details, unless noted otherwise Refer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin anyy failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drowing or cover pa e, , 2400 Lake Orange Dr listingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 anduseofthisdrawing, for any structure is fhe responsibility of the Building Desigrier per ANSI/TPI 1 Sec.2. For rriore information see thisjob's general notes page and these web sites ALPINE www al inedw corn, TPI www t inst or , SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10270 / T46 / JACK Cust R R8975 JRef 1 Wf189750081 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 10/25/2018 12 B C 2X4(A1) 3' i8 3' 8 3' 1 "8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL 2000 Wind Std ASCE 7-10 Fig NA Cf 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) -0 002 C Des Ld 4700 EXP C Mean Height 21 16 ft HORZ(TL) 0 004 C NCBCLL 10 00 TCDL 4 2 psf Code / Misc Criteria CreepFactor 2 0 Soffit 0 00 TCDL 5 0 psf Bldg Code FBC 6th ed 201 Max TC CSI 0 238 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 it 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) VIEW Ver 17 02 02A 1213 21WindDuration160WAVE 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 relslkilWMH. S FL O . • \GENS• f G' f No. 648 y r • r OF j q 0 278 10/26/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 147 /35 /108 /- /71 /15 C 60 /12 /49 /- /- /15 B 103 /65 /65 I- /- /15 Wind reactions based on MWFRS 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 sheathing and bottom chord shall have a pro erlyattachedradceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable Apply plates to each face oftruss and position as shown above and on the Joint -Details, unless noted otherwise Refer to ALPINE drawings 16OA-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 .—Co.p— truss inconformancewithANSII -PI 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 pro essiona engineering responsibility solely for the design shown. The sui ability and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. Suite 150 For rpore information see thisjob's general notes page and these web sites ALPINE www al ineitw com, TPI www t mst org, SBCA www sbondustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10265 / T53 / EJAC Cust RR8975 JRef 1W1189750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/Ot Qty 2 FROM JRH DwNo 298 18 1533 29288 Truss Label: EJ7L KM / DF 10/25/2018 35 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 10.00 Des Ld 4700 NCBCLL 10 00 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. 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 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "'I 3B" 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) 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 20(0)/10(0) Plate Type(s) WAVE DeflICSI 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 F1FEN j i No. 648 40278 ` AIAL 10/ 26/2018 IN LO N Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL W B 426 / 115 1 329 / - / 101 8 0 D 134 /12 1103 /- /- 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# 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 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 properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingInstalled 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 kefer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW But Idinil 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 thisdrawingIndicatesacceptanceofprofessionarengineeringresponsibilitysolelyforthedesinshown. The sui ability Suite 150 and useofthisdrawing, forany structure is the responsibility of the 9uilding Designer per ANSI/TPI 1 Sec.2. For rpore information see this lob's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbundustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10272 / T50 / JACK Cust RR8975 JRef 1Wfl89750081 VARIOUS ,9A619A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/O1 Oty: 4 FROM JRH DrwNo 298.18 1533 30005 Truss Label: CJ5L KM / DF 10/2512018 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 " i 2X4( A1) 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 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 51 51 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 006 D HORZ(TL) 0 014 D Creep Factor. 2 0 Max TIC CSI 0 403 Max BC CSI 0 286 Max Web CSI 0 000 VIEW Ver 17 02 02A 1213 21 S FL O ' ENSF`'• ;, No. 848 ATE OF r 40 278 10/26/2018 T LO r' r i I Maximum Reactions ( lbs) Loc R / U /Rw /Rh / RL /W B 333 / 92 / 263 / - / 76 / 8 0 D 94 /9 /71 /- I- / 15 C 158 /67 /91 /- I- / 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 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 (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 properly attached rigid ceiling Locations shownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as applicable Apply plates to each face ofptruss and position as shown above and on the Jolnt9Details. unless noted otherwise kefer to ALPINE drawings 16OA-Z for standard platepositionsAlpine, a division of ITW Build incL Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the u my coWau truss in conformance with ANSI/l 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 ofproessiona. engineering responsibility solely for the design shown. The suitability 2400 Lake and use of this gnawing for any structure is phe responsibility of the Building Designer per ANSI/TPI 1 Sec.2.Suite For rpore information see this job' s general notes page and these web sites ALPINE www alpineaw com, TPI www tpinst org, SBCA www sbandustry com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10273 / T51 / JACK Cusl RR8975 JRef 1M189750081 VARIOUS ,9A6/9A7 ,213MA1213MB1213TA/213TB/213SE ,02/ ,R/01 Qty 4 FROM JRH DrwNo 298 18 1533 29006 Truss Label: CJ3L KM / DF 10/25/2018 Loading Criteria (psf) TCLL 2000 TCDL1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 1000 Soffit 000 Load Duration 1.25 Spacing 24 0 " L 12 4 [ C 2X4( A1) 1 i aT 3; 3 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 "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 131N3 0", min toe -nails at bottom chord 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 20(0)/10(0) Plate Type(s) WAVE Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL) NA VERT( TL) NA HORZ( LL). 0 001 D HORZ( TL) 0 002 D Creep Factor 2 0 Max TC CS] 0 161 Max BC CSI 0 090 Max Web CSI 0 000 VIEW Ver 17 02 02A 1213 21 S FL O.•• ENs F No. 648 ATE OF roc(; ao z7s ` Ia144C ; 10/ 26/2018 T Ln ih T Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 244 /71 /201 /- /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 Reg = - C Min Brg Width Reg = - 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 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 properly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy Oates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise f7efer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW BuildincL Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the N m4 CCMFANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover pae 2g0o Lake Orange Dr listingthisdrawingindicatesacceptanceofpro) essionar engineering responsibility solely for the design shown. The suitability 2400 Lake and use of this gnawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite For more information see this fob's general notes page and these web sites ALPINE www alpmertw, com, TPI www tpinst org, SBCA www sbcindus" com, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10274 / T52 / JACK Cust R R8975 JRef 1 WH89750081 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,021 ,R/01 Oly. 4 FROM JRH DrwNo 298 18.1533 29007 Truss Label, CAL KM / DF 10/25/2018 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 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 "11313" 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 B L A D 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)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL). NA VERT(TL) NA HORZ(LL) 0 000 D HORZ(TL). 0.000 C Creep Factor 2 0 Max TIC CSI 0 159 Max BC CSI 0 021 Max Web CSI 0 000 VIEW Ver 17 02 02A 1213 21 Q .•• •ENS' '; G' No. 648 f ATE OF r' n 90278 fRNAL 10/26/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 189 /85 /172 /- /25 /80 D 8 /10 /15 /- /- /15 C - 15 /25 /22 /- /- /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 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 safPety 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 attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as applicable AppTy Oates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise kefer to ALPINE drawings160A-Z for standard plate positions Alpine, a division of ITW Bu ildi rl Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the AN Rw=OMCA 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 Dr listingthisdrawingindicatesacceptanceofproessiona, engineering responsibility solely for the design shown. The sui ability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For gtore information see this Job'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 10260 / T8 / HIP_ Cust RR8975JRef 1Wfl89750081 VARIOUS ,9A619A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 5 FROM HMT DrwNo 298 18 1533 29272 Truss Label. HJ7 KM / OF 10/25/2018 Loading Criteria (psi) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 000 Soffit 000 Load Duration 1 25 Spacing 24 0 " T3 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 1/30/2013 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 " i 9110"1 5'3"5 4'6"l 1 9'22 9'22 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. No FT/RT 20(0)110(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# 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 GEIVs'•. f,' G' No. 648 ATE 4F `. o- 40278 OAIAL " y1 0 t- 9'1010'1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 425 /125 I- /- /- /106 E 447 160 / - / 0 / 0 / 1 5 D 302 /151 /- /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# 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, 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 pro erlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910 as applicable Apply plates to each face of truss and position as shown above and on the Joinf9Details, unless noted otherwise Refer to' ALPINEdrawings160A-Z for standard plate positions Alpine, a division of ITW BuildincL 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 Drlistingthisdrawingindicatesacceptanceofpro) essionar engineering responsibility solely for the design shown. The sui ability Suite 150anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSIrTPI1Sec.2. For piore 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: N330090 Ply 1 SEON 10261 / T54 / HIP_ Cust R R8975 JRef 1 Wfl89750081 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TBI213SE ,02/ ,R/01 Oty 2 FROM JRH DrwNo 298 18 1533 29413 Truss Label: HJ7L KM / DF 10/25/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 4700 NCBCLL 0 00 Soffit 000 Load Duration 1 25 Spacing 24 0 " 6411 I 9110,11 64" 11 T 4' 5"5 2X4(A 1) — 1-1 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 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 "l36" 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"05% min toe -nails at top chord Provide (3) 0 162"x3 5", min toe -nails at bottom chord Snow Criteria (Pg,Pf in PSF) Pg NA Ct NA CAT Ni Pf. NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code FBC 6th ed 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 L/# VERT(LL) 0 040 C 999 360 VERT(TL) 0152 C 999 240 HORZ(LL) 0 008 F - - HORZ(TL) 0 020 F Creep Factor 2 0 Max TIC CSI 0 781 Max BC CSI: 0 493 Max Web CSI 0 419 VIEW Ver 17 02 02A 1213 21 S FLE No. 848 % y a • li • • q%ATE dF 00 ct O R19•••'t 0 278 jaAtA1. 10/26/2018 T N N 9"9 I 19'10"1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W G 416 1128 I- /- /- /106 E 445 l64 /- /0 /0 /15 D 287 1151 /- /- /- /15 Wind reactions based on MWFRS G Min Brg Width Reg = 1 5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing G is a rigid surface Bearing G requires a seat plate Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. B - C 453 -1049 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 DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg 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 sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 810, as applicable AppTy Oates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise Refer to ALPINE drawings160A-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 µOWCO,,,w, 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 t50 anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesigrierperANSIITPI1Sec.2. For Inore information see this job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbcmdustry 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 ,213MAt2l3MB/213TA1213TBI213SE ,021 ,R/01 Qty 2 FROM JRH DrwNo 298 18 1533 29960 Truss Label: HJ5 KM / DF 10/25/2018 T Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL . 1000 Des Ld 4700 NCBCLL 0 00 Soffit 000 Load Duration 1 25 Spacing 24 0 " 1,5„ 7'0"2 7'0"2 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category II EXP C Mean Height 21 40 fit 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 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SIP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hiplack supports 4-11-8 setback lacks with no webs Wind Wind loads and reactions based on MWFRS. 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) Pig NA Ct: NA CAT N) Pf NA Ce. NA Lu: NA CsNA 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) NA VERT( TL) NA HORZ( LL) 0 013 D HORZ( TL) 0 033 D Creep Factor 2 0 Max TC CSI 0 992 Max BC CSI 0.509 Max Web CSI 0 000 VIEW Ver 17 02 02A 1213 21 GAS FLF ". O GEIV'f i f No. 648 't q,• ATE c' 4"L0R 9' 40278 iNAL 10/ 26/2018 C Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 235 /100 /- /- /- /49 D 96 /- /18 /- /- /15 C 273 / 165 / - I - / - / 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 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 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 properly attached rigid ceilingLocations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or B10, as applicable Apply Oates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise Defer 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 drawmg,any failure to build the wrVCo~ 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 thisdrawingindicatesacceptanceofproessiona, engineering responsibility solely for the design shown. The suitability Suite Lake and use of this gnawing for any structure is p e responsibility of the Building Designer per ANSI/TPI 1 Sec 2.150 Formore information see this Job's general notes page and these web sites ALPINE www alpineitw coin, TPI www tpinst org, SBCA www sbcmdustry corn, ICC www iccsafe org Orlando FL, 32837 Job Number: N330090 Ply 1 I SEQN 10263 / T27 / HIP_ Cust R R8975 JRef 1 Wfl89750081 VARIOUS ,9A6t9A7 ,213MA/213MB1213TA1213TB/213SE ,02/ ,R/01 Oty 1 FROM JJP DrwNo 298 18 1533 29178 Truss Label: HJ3 CH / OF 10/25/2018 Loading Criteria (psf) TCLL 2000 TCDL 1700 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL: 0 00 Soffit 000 Load Duration 1 25 Spacing: 24 0 " 1 r5rr Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category II EXP C Mean Height 20 77 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 #2 N Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-5-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS 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) 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 T5'i11 T51r11 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL) NA HORZ(LL) 0 000 D HORZ(TL) 0 001 D Creep Factor 2 0 Max TC CSI 0 080 Max BC CSI 0 040 Max Web CSI 0 000 VIEW Ver 17 02 02A 1213 21 S FL No. 648 q'' ATE OF t Q 0 278jaWA. 10/26/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 92 /42 /- /- /- /4 9 D 19 /- /5 /- /- /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 = - Bearing B is a rigid surface Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses 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 rI id ceilin Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 910. as applicable Apply plates to each face oftrussand position as shown above and on the Joinf9Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions Alpine, a division of ITW Butldmg Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the w mvcoMv ry truss in conformance with ANSI fPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilittysolelyforthedesignshown. The suitability 2400 Lake and use of this drawing, forany structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite For more information see this job's general notes page and these web sites ALPINE www aipineitw com, TPI www tpinst org, SBCA www sbcmdustry com, ICC www iccsafe org Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 moh Wind Speed. 15' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species I Grade No Braces 1) lx4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace an 1) 2x6 'L' Brace 2) 2x6 'L' Brace ON Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 0) UStud S P F 3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' l' 9' 6' 12' 0' 12' 6' 14, 0' 14' 0' 3' 81. 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14, 0' 14'HF 0' Q Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' Il' 1' 14, 0' 14' 0' J S P 1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' 2 310' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 1 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 9' 5' 3' 5' 7' 6' i1' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' d U D P L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, I1' 11' 8' 14, 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' U S P r I / # 2 4' 5' 7' 6' 7' 9' 6' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 3 4' 2' 7' V 7' 9' 6' 9' 9' 1' 10' 5' IF 10' 13' 9' 14' 0' 14' 0' 14' 0' U u P Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10' 13' 9' 14' 0' 14' 0' 14' 0' O I Standard 4' 2' 6' V 6' 5' 8' 1' 6' 8' 10' 5' 10, 10' 12' 8' 13' 7' 1 14' 0' 14' 0' S P 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Q) r DrL Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, i1' 13' 4' 14' 0' 14' 0' 14' 0' 76 Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, 11' 10' 12' 7' 14' 0' 14' 0' S P P 1 / # 2 4' 10' 8' 3' 6' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 1 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' U O u F I Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 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' ill 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' V 14' 0' 14' 0' 14' 0' 14' 0' Oj 3 4' 9' 7' 4' 7' 10' 9' 8' 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' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 7' 1 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group A, S Cute -Pine -Fir Hen -Fir NI / N2 IStandard 1 #2 1 Stud 3 1 Stud 1 #3 IStanclar5Lj Dou las Fir -Larch Southern Pine 3 # 3 Stud Stud Standard I Standard Group B, Hen - Fir MI L Btr N1 Dou ins Fir -Larch Southern Pine NI NI N2 1N2 lx4 Braces shall be SRB (Stress -Rated Board). am 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/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. aymm About, Attach 'L' braces with 10d (0.128'x3.0' min) malls. X 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- 1( ) KFor (2) 'L' braces, space malls at 3' o.c. vertical length may be T In l8' end zones and 6' o.c. between zones. doubled when diagonal l8' X L' bracing must be a minimum of 80% of web brace Is used. Connect L I member length. diagonal brace for 600N L' at each end. Max web Brace I+ Goble Vertical Plate Sizes total length Is 14'. K)K Vertical Length No Spike 2x6 DF-L #2 or I Less than 4' 0' 2X3 better diagonal r Itl Greater than 4' 0', but 3%4 Vertical length shown bracer single 8' j less than It' b' Greater than I3' 6' 4%4 In table above. 45. or double cut as shown) at L 1 woo f Refer to common truss design for upper end. a peak, splice, and heel plates. nt r Be np Refer to the Building Designer for conditions Connectdingonantmidpoint of vertical web. Refer to chart bo fo x v tical. jen t not addressed by this detail. w' WAR`m'GD- READ AND FOLLOW ALL IaTES (IN THIS DRAVD*3 REF ASCE7-10-GABI6015 ssDFMTMTs. FIAI®/ THIS DRAVING M ALL CR(TRACTO)S DICLUDING THE DISTAL Trusses require extreme core In fabricating, handing, shipping, I —Wiling end bra clnnp. R. follow the latest NCSI a DATE W/01/14 editionof (•ulldhg Component Safety Infornatlon, by TPI and S#CA) practices prior to performing these functions. Installers shall provide temporary bracing DRWG A16015ENC101014 aw UMess noted oth—t-, top chor shall have property attached structural ah—thinng and tom d shell Mve •property ettochetl r calling. Locations shown for permanent lateral restr of Y ATE OF 1 shallhavetrachpInstalledper # SI sections 23, 37 or 310, os applicable. Apply plates to a of truss and posltlon as shown above and on the Joint Details, unless noted otherwise. fKA/aw AN RINCOMPM14f Refer to drawings I60A-2 for stanalard plate positions. Alpine, a division of ITW busting Components Group Inc. shall not be responslbl. for any devb, fF this drawing, any faunw to build the truss h conformance with ANst/TPI 4 or For handling, InstallationLnyFsgoftrusses. pR,% . we MAX, TOT, LD. 60 PSF A seal this dra.hg — cover page listing this drawing. Indicates ncoeptance of p—fesslvel 13723\ Rrverpon\ Dnve enpYxerbq resparWbs)ty solely for the desion shown The sultabill and use of this drawing fV A Suite\ 200 for any st-Ichre Is the—sponabAlty of tin hiding Designer par ANSI/TPI I Sect. I1 MAX. SPACING 24.0' Maryland\ Heights,\ MO\ 63043 For nore Information see this Job's general notes page and them web sltes- ALPINE, w w.atpineltwcomi TPI- www.tonst.orgi S G4 w wsiclMustry.orgi 100 .ww)ccsaf..org Gable Stud Reinforcement Detail ASCE 7-101 160 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 ri 120 moh Wind Sneed. 30' Mean Heloht. Partially Enclosed. Fxoosure D. K7t = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace no 1) 2x6 'L' Brace 2) 2x6 'L' Brace on 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' 11' 7' 12' 0' 13' 9' 14' 0' 0) U Q S P F F 3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 111 ill 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' Ill 11' 13' 7' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' 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' 1' 6' 6' 7' 5' 7' 8' e' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' i D F L 3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 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' B' 6' V 7' 9' 8' 3' 8' 11' 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 u P Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' 111 o I Standard 4' 0' S' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' ll' 10' 12' 8' 14' 0' 14' 0' 1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13, I1' 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' 3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' D F L Stud 4' V 5' 11' 6' 4' 7' 11' 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' I1' 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 S P F 3 4' 5' 7' 7' 8' V 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LD J I_I P Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O I l Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' 11' S' 13' 7' 14' 0' 14' 0' 14' 0' X 1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 8' 7' 11' 1 8' 2' 9' 4' 9' 8' 11' 1' 1 11' 6' 1 14' 0' 14' 0' 14' 0' 14' 0' 011 3 4' 6' 6' 10' 7' 3' 9' I' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0- F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14; 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' Z.ymmAbout) able Truss Diagonal brace option, T vertical length may be I doubled when diagonal 18' K brace Is used. Connect L I diagonal brace for 690# at each end. Max web Brace total length Is 14'. E ill 2x6 DF-L #2 or better diagonal r Vertical length shown l brace) single e' AL In table above. I 45' or double cut I LIL 1 seer l as shown) at upper end. tine Dea In Connect dlagana at midpoint of vertical web. Ilk fer to chart bov for Ic wwVARKI]l READ AND FOLLOV ALL NOTES ON THIS DRAVDG • uDPORTANTww FUDGES) THIS DRAVING TO ALL CONTRACTORS INCLLDING THE 04STALLER • Trusses require extreme core in fabricating, handing, shipping, Installing and bracing. Rafe f follow the latest edition of ICSI (DultAng Component Safety Information, by TPI and Still of Is practices prior to perforNng thew functions. Installers shall provide temporary bracing pe 1• • Unless noted otherwise, top chord shall have property attached structural sheathing and b ATE 4F shall hove a property attached IOId ceNing. Locations shown for permanent lateral restraint a&LAO11^~ F shall have bracing Installed per ICSI sections Apply plates33, I7 or I10, as applicable. Ato ea of truss and position as sheen above and — the Joint DetaAs, "..a noted otherwise. Refer to drawings 16CA-Z for st—okrd plate pusltkns. n R 0 AN rTWCOMPANY Alpine, a division of ITV Sultding Components Group Inc. shall not be responsible for any devlatbn this drawing, any falture to i the truss h conformance with ANSI/TPI 1, or for handling, shipping, i 410 • 40•0i•+••A installation L bracing of trusses. A seal on this drawing so cover page this d. of professional McbRltandl AI. Suite\ Rrverpon\ Drive responsibility thsolely for the design Tin. use, o slawsThes— and w of this drawing y Suite\ 200 for my foranyctrvcbre h fine responsYlty of the •Jldlrnp Des7pnar per Al I SecE fthewaryMaryland\ Heights,\MO\63043 For rare Information see this Job's general rates page and these web sites. IILPINE a w.alpineit—oni TPIi we r.tPrist.orgi SIG4 wwe.sYClMustry.argi 100 —.1—saft—V 278 10/26/201 8 h. Bracing Group Species and Grades) Group AI S ruce-Pine-Fir Hen -Fir N1 / # 2 Standard N2 Stud N3 Stud #3 Standard Dou ins Flr-Larch Southern Pine 3 # 3 Stud Stud Standard Standard Group BI Hen - Fir 1 L Br 1 Dou las Flr-Larch Southern Pine 1 # 1 2 M2 lx4 Braces shall be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail 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. Attach ' L' braces with 10d (0.128'x3.0' nin) nails. K For (1) 'L' brace- space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. K) KFor (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 Vertical Len th No Splice Less than 4' 0' 2x4 Greater than 4' 0', but 4x4 less than 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-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 MAX. TOT, LD, 60 PSF MAX. SPACING 24.0' T Relnfo Ment Go Tr Gable Detail For Let -in Verticals russ Plate Sizes ppropriate Alpine gable detall for e sizes for vertical studs. Engineered truss design for peak, rb, and heel plates. vertical plates overlap, use a Lte that covers the total area of lapped plates to span the web, e, 2X4 2X4 *-2 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) malls In the top and bottom chords. Tolerated Nails- 10d Common (0.148'x3',m1n) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detall 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 A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, S12015ENC101115 A20030END10101 S11515ENC100815, 512015ENC100815, 514015ENC1 EI'jjO0 518015ENC100815, S20015ENC100815, 520015E SF 1 S11530ENC100815, S12030ENCI00815, S1403 • s e S18030ENC100815, S20030ENC100815, :2 See appropriate Alpine gable detall form mu rel orc le ertl No. 06848 04. T' Reinforcement Attachment Detall T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detall). Maximum allowable 'T' reinforced gable vertical Length Is 14' from top to bottom chord. T' reinforcing member materlal must match size, specie, and grade of the 'L' reinforcing member. elo Length Increase w/ 'T' Brace Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP M3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1,30 x 8' 7' = 11' 2' T' Relnf. Mbr. Size T' Increase 2x4 30 2x6 20 wi- ARNINTia. READ AND F OLLaW ALL NDTES ON THIS DRAVU!(7 _ REF LET -IN V E R TDPORTANT.m fTRNISH THIS DRAVING TO ALL CONTRACTORS DICLUDIIiG THE ]MST b Trusses require extrene core In fabricating, handling, shipping, Installing and bracing. Re mN follow the latest .atlon of YCSI (Euteling Component Safety Information, by TPI and Sli f saf.t DATE 10/01/14 pract1ces prior to performing these functions. Installers shall provide temporary bracing ATE OF Unless noted otherwise, top chord shall have properly attached structural sheathing and bo t shall haven properly attached rlgid ceting. Locations shown for ernanent lateral restraln • %(, DRWG GBLLETIN1014 I shell have bracing Installed per 1CSI sections 33, 37 or 310, as applkabl.. Apply plots to ea / O Y P f d 11 ILJJ of truss and position as shown above and on the .blot Details, unless noted otherwise. • ` R •• L_ r Re Fer to drawings 16GA-Z for standard plate positions. A N.• / w Alpkx, I division of ITVbullBuilding Components Group Inc. shall not be responsible for any deviation lp AtANmNCOMMNYthisdrawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handung, shipping, V fy] MAX, TOT. LD, 60 PSFInstallationLbracingoftrusses. A seal on this drawl g ar covwr page Usti g this ivwYg, Ydcates acceptance of professional 13723N Rrverport\Drive engineering responsibility solely for the design shown The sultaMity and use of this drawng DUR, FAC. ANY sole\200 for any structure Is the resp°'iscuq of the llulldlig Designer per AMS1/7P1 I Sec- # 278 10/26/2018 Maryland\Heights,\MO\63043 for Wore Infornald n see this Job's general notes page and these web sites, MAX. SPACING 24,0' ALPINE- w-alpineltaxon)TPI, a aa.tpinst.orgi SICM waw.sbclndustry.orgi ICG wwwJccsafe.org Gable Stud Reinforcement Detail for Stucco Cladding 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 Wind Soeed. 15' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B N1 / N2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' U S P F F M3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' e' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' H Standard 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 N2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' N3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 11' 1' CLl D F 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 F N3 3' 8' 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U H F Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' 1 S P 2 3 aJ D F L Stud 7. Standard 1 / «2 4' 7' 7' 1 0' 7'M13'2' 1 4' 14' d S P F N3 4' 7' 1' 7' 8' 10' 14' 14' l U H F Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 9' 14' 0' 14' 0' O Standard 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 9' 14' 0' 14' 0' X kl 4' S' 7' 4' 7' 7' 8' 9'0'10' 3' 10' 8' 14' 0' 14' 0' 14' 0' d S P M2 4' 3' 7' 3' 7' 6' 8' 6' 8' 10, 10' 2' 10' 7' 13' 13' 11' 14' 0' 14' 0' N3 4' 7' 2' 7' S' 6' 8' 10' 10, 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' D F L Stud 4' 2' 7' 2' 7' 5' 8' 6' 8' 10, 10, 1' 10' 6' 13' 4' 13' 10' 14' 0' 1 14' 0' Standard 4' 0' 6' 6' 6' 11' 1 8' 5' 8' 9' 10' 0' 1 10' 5'1 13' 2' 1 13' 9'1 14' 0' 14' 0' Nymm About, able Truss Diagonal brace option, Tverticallengthmaybe doubled when dlagonol el 18' iK brace Is used. Connect L I diagonal brace for 600N at each end. Max web Brace total length Is 14'. 31E)IE 2X6 DF-L «2 or better diagonal rI Vertical length shown brace) single 8, In table above. 45' or double cut L 1asshown) at upper end. Connect diagonal at ' midpoint of vertical web. Refer to chart k VARNDIGliew READ AND rDLLaV ALL NTTES 13N THIS DRAVMGI DFMTANT— FURNISH THIS DRAVING TD ALL CONTRACTORS INCLUDING THE DIST Trusses reqube extreme core In fobrkatins, handbq, shipping, InstalUrq and bracinug. Ref fdlo. the latest edition of SCSI (Nu dhg Component Safety Infornatlon, by TPI and SNCA) f practices prior to performing these functions. Installers shall provide temporary bracing p UMess rated otherwise, top chard shall have properly attached structural Shea Hag and a shall have a property attached Ipld calling. Locations shown For permanent lateral restrain f rI PjN I sMll Mve bracing Installed per "SI sections 33, 37 or 310, az app0c.M.. Apply, platec to ll III of truss and position as shown above aM vu the Joint Details, unless noted otherwise. R.Fer to drawings I6GA-Z far standard plate positions. Alpine, a division of IT Building Components Group Inc shall not be responsible far any devlati AIN RTAf COMW1NY this dra.ing, any fiili— to b%Atd the truss In confrmronce with ANSI/TPI 1, r for handllrp, shlq Installation L bracing of trusses. A seal on this drawing r cover page listing this drsaYnp. Indicates accept.nce of profwssival 13723\ Riverpon\ Drive enpYeereq nsporudYlNty srxely Fr the shoes The a dtabuty and use of this dnabp suite\ 200 fr army strvcdre 4 tfe r..por asuty of Adng Deslgrr per ANSt/TPI I Sect Mary land\Heights,\MO\63043 For more Information see this Job's general notes page and these web sltesi ALPINE- aw.,alpin.1tw.conl TPI- aw..tpinst.—gi SSC,O www.sbcIndustryarg) IDD—.1—safe,rg e • rs ATE OF A •OR P•ti SiowAt' Bracing Group Species and Grades, Group AI S mute-Plne-Fir Hem -Fir NI / N2 Standard 1 N2 1 Stud 3 1 Stud 1 «3 IStandardj Dou ins Fir -Larch Southern Plne. N3 «3 Stud Stud Standard Standard Group BI Hen -Fir 1 L Btr 1 Dou las Flr-Larch Southern Plnew. MI Nl 2 «2 Ix4 Braces shall be SRB (Stress -Rated Board), w.For Ix4 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' min) nails. N( For (1) 'L' bracer space nails at 2' o.c. In l8' end zones and 4' o.c. between zones. K)KFor (2) 'L' braces space Halls 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 Refer to cannon truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detall. Vertical Length Na Splice Less than 4' 0' 2X3 Greater than 4' 0', but less than Il' 6' 3%4 Greater than Il' 6' 4X4 MAX, TOT, L• D, 60 PSF MAX, SPACING 24,0' F ASCE7-10-GABI6015 TE 8/3/15 WG S16015ENC100815 VALLEY FRAMING 8& BRACING DETAIL R ec 2 of Lumber Size and Grade Minumum Requirements GENERAL NOTES Purlins required 2'-0" O.C. In absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this is impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of 6-6d (0.131"x2.5") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between heals) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 foot ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp B,1=1.0, K:t=1.0 or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, K:t=1.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE cm +CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. a 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) innection Requirement Notes 2x6 rafters to ridge 416d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 4 16d toe -nails 816d 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 Cripple to purlin 3 16d toe -nails 13. Collar beam to rafter 4 16d toe -nails CRIPPLE, BRACING, &BLOCKING NOTES NOTE: 16d (0.162"x3.5") COMMON NAILS 2x4 continuous lateral restraint (CLR) min. Is required for cripples 5'-0" to 10'-0" tong nailed w/ 2 -tOd (0.146"x3") nails. Or 2x4 "T' or scab reinforcement nailed to flat edge of cripple with 10d 40.126"x3.0") nails at 6" o.c. "T' or scab must be 90% of cripple length. Cripples over 10'-0' long requre two CLR's or both faces w/ " " or scab. Use stress graded lumber & box or common nails. Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are Installed Into ridge board Install blocking under rafter If sleepers are not used. Install blocking under cripples If cripples fall between lower truss top chords and lateral bracing Is not used. Apply all nailing In accordance to current NDS requlremen Nails are common wire nails unless noted otherwise. w N l.• a VAA1CWa. Rtw AND F0111v ALL mares ON DO RAve a — ae0e4iTAW ftaeeSN TM RRAVDC M ALL CONTRACTORS lrCLUM G THE DiSTALLUM Trusses require e><V'eM cars In fabrlc.tone, h.rldino. tapping, Inst.11Yng —, bracYng Wer tan followpract the latest option ri scth se fun Com InstallersSaf.ty IMrrovide, by Trt er sacin for aiat Uni— es odprioro to pse, Up g ordi hnctae installers shed Provide tal sheathingtngilrand per Imo! IL rated o peri a, tap cf+or• shall ng. properly atacined."fostructural l.t—Lp .It •orion 1h smrllIrv.. properly attach" pcelYp Locations shorn for p is bta.nt lateral restr.ht h f rl sfrll Mvf bracing MtollN Per abal sectionson the 17 or lit, as unkessbrw 4 of plates t0 each I OIllJlf\\VVI II of Vass ud position as shornn .bow and an the Joint Det.ls, urttn notN otherwise. Refer to J-•.Irys lfell-2 for sisrrorA plat. posMlons. deviation f ANITWCIOMMNYses erq, anyf.lwof mtobrudVne llrn itconfare redrarouuvrnl for huor xi y, shipping, installation & bracing of trusas. A seal on Vlisltraeeng or cover page Usfbhp Vds drawing. brar_aies acceptance of professional fen ge.. r. ..re:aormtt.oL.ty ror the a sno.n, n,.. e..rutrANSLITPI I S--P- •+v I J3E94kefrontUrne • M' EaM CM, f ro lOme For pore YN'ornatlon are tNs Job's gener.l notes p Re arr these .eb eltrsr ALPM a... lpinetlsc TPb ....tpYnst•rpl scar ....sYdrr'uetryarg, rm ....Iraafrvy r : STATE OF O,aFS R) A) (B) ("') LL 20 30 40 54 IREF VALLEY FRAMING DL 10 20 7 7 JDATE 10/01/14 IBC DL 01 0 0 0 1 DRWG VACNV1801015 BC LL 01 0 0 0 TOT LD 30 50 47 61 DUR FAC 1 25/115 SPACING SEE ABOVE CITY OF SANFORD BUILDING & FIRE PREVENTION PCRMI T APPLICATION Application No: j aa , • V I)OC!III?211tE'CI ColiStr!ICllorl ` l!lE': ti I l`'C-\ C(' Job Address: 1 YOVf'. Lang. Historic Di:rrict: Yes Q, \o I':ircel ID: heKidc'ntial l Coitttuercial Type of Work: A,Iditioii Alrcr: iiori U_Rgmir D_nio C' .Chai>`e of tine LEl move l Uescripiioti of }} nr{:: I 1 Ir I. J—L II _ _ 1 Tiil_: i)i:(i r?e : 1= ,v: EIII .!i1: Pro, nErty Ov.,ner I-; arntin I ' L' i_ one- pia. i? t C'I l; i'C!j1. rt.0 : L" i Ci: Li,;: 1 _ , i, r ! i ie 1_i: is: \c .. r r • - ': '` ,'; - r t.' r.r.rtli-Ci!r--r, lin= r Iniorriatic-,il I\ I I C) 1 i C E i r:= CC01!P Ci-)li:\'T }I \} i'i; Oi'i_i:-I 1 .-. C)'1 IC I: U:' C(i:l i:_Ci: :I: I :!i- i -_ 1 llc) 1TCl) ON (:!:: .!U:: i I is i:1:ru,_ "i :.1- f! I 1\:i'C('I F)\ Ii' I"C; LL ',%Tl'iD' (_)::.-\11C)::\i:l 1. ..._ .- .. I 1:!::!_:.:':: l iS:.l: ). i' .. a:, . . I::': ,I I _..... _:! .!. _.. .. 11 v ,.. . !L..• _ 'S. ... f.. NOTICE. L.. adfi:loz! lith-.- o !, till t ul) 1.0 id iri thz r,ub It is of m.; co-11 a:)'.'. S12ZL az;moior aozn:i;s PL — of 1-If FS c-" u!---viLv,char I-%-J:i bc 111La t r ITC VzI-. 1:1:!o:! 1:17:. i:-. Z11 c-i" l I I Z. r'il2, Eo o if%- th-. 11 -.ill of the int'011111160ZI is 2CCL1[--.1ZQ i1f tt :!lat 111 ONNN'NEw I Z' S A V 17"1 DAN 'I T: I Ce I L 1. be done in c0[1.1pIi-.N1Ce With 211 Cllble !INNS I-ffL:1.!th1L-1 C0:`1St[-L!C[10jj -.1r,rl o F. Vi ITTNEYHASTINGS Commission # GO 268826 Expires October 17,2022 BVXWThu Troy Fain Insurance I&X5409 i D BELOW' IS FOR OF-11 ICE UST- UN-LY I T i Al:t! i:1 I". I LF) [-;. loi,Gy 40"e- 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 78 Material: Fill Reference Datum: 0 = Top of Fill Hand Auger Borings: Location of Auger Borings: Center Was Building Pad Staked: Y Depth of Watertable Below Grade: N/A Borings Terminated 2 Feet into Native Ground? N Number of Locations: 1. Depth of Each Boring: 7.00 Unsuitable Soils: Were unsuitable soils encountered: N Samples Obtained: N I UES Project No: 0110.1401008.0000 Workorder No: 9411020-1 Report Date: 12/03/2018 UES Technician Sammie Edwards Date Tested 10/12/2018 Tyne of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor General Description of Soils Encountered: 0-5' Brown/Gray Sand; 5-7' Brown/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 Proposed Footing at North Side 1-2 ft 105.4 11.8 106.5 6.7 101 Pass of Pad 2 Proposed Footing at South Side 2-3 ft 105.4 11.8 105.3 7.0 100 Pass of Pad 3 Proposed Footing at East Side of 2-3 ft 105.4 11.8 102.1 5.0 97 Pass Pad 4 Northwest Corner of Pad 1-2 ft 105.4 11.8 108.8 8.5 103 Pass 5 Center of Pad 2-3 ft 1 105.4 1 11.8 1 107.3 1 5.9 1 102 1 Pass Remarks: At time of testing, footings had not been excavated. All tests were performed on the inside of pad area. 483 Rocky Grove Lane ra 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 rDESCRIPTION AS FURNISHED: Lot 78, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida, BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 1,, '3 71 TRACT J N 00° 14' 55" W 40.00' I — — RED ROSE LANE I 1 0 R/W VARIES) TRACT I yo s 10' UTIL. ESMT I 26.8 0I 26.80' 34.80' 1 LOT 78 5b0' 16.0' o 0 ro 5.00' S.00' 30.0' 0 M O Q O QOFORMSOARDFOUNDATION6 TOP OF FORMS - 22.82' ry O LO O Ln LOT 79 n2 0 N 03 00 5. 05.00' C/) h• TRACT J r'7 2 21. 3' 5.00 J 25. 20' 25.20' 1 2 LOUTESMT. 39.26' 9 0— — — — — — — PC) B. B.) N 00014' 55" W l 40.00' ON LOT AREA CALCULA r0K5 LOT = 4,800 SG FT LIVING = 1,157 SG F I GARAGE - 457 SG77 R 0 CKY GR 0 VE LANE ENTRY = SQ -T LANAI = 128 SO 12 50' R/W) TRACT I BREEZEWAY = rd/ So FT DRIVEWAY 403 0 o A/ C PAD = 9 SO FT WALKWAY = 76 - SC ti ti IMPERVIOUS = :7 9 GFp Gip GAG 29F S0 F_ Ooo FF LOT AREACALCULATICd:S Q R/W = 440 SQ Fr PROPOSED FINISHED SPOT GRADE ELEVATION APRON = 110 SQ Fi, PER DRAINAGE PLANS BUILDING SETBACKS: SIDEWALK = 200 SQ tiff= PROPOSED DRAINAGE FLOW FRONT = 25' SOD - 130 SG F' LOT GRADING TYPE B MOD. REAR = 15' TOTAL AREAS a PROPOSED INFORMATION SHOWN AREA -. ,2.L; S'.:"' SIDE = 5.0' PROPOSED F.F. PER PLANS = 22.8' BASED ON SUPPLIED PLAN DRIVEWAYSIDE CORNER = 10' =276*=PROPOSED 10 GRADEPERCONSTRUCTIONPLANAND/OR INSTRUCTIONS PER SIDEWALK = 76 Sp FT CLIENT(NOT FIELD VERIFIED) SOD = 2,6J2 SO ,-r CR UASEjVffEMT - AS' CO TT & ASSOC, INC - IAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P . PLAT P.OA_ • POINT ON LINE F FIELD TYP. • TYPICAL NOTES, IP IRON PIPE R.0 • POINT OF REVERSE CURVATURE IR, IRON ROD G[. PONT OF COMPOUND CURVATURE I THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SI-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472027, FLORIDA STATUES CM CONCRETE MONUMENT RAD. RADIAL SET IR. . I/ 2' IR /tL1 4596 MR. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RASED SEAL THIS SURVEY 114P OR COPIES ARE NOT VALID. 1 REC. RECOVERED VP. • WITNESS OINT J. THIS SURVEY WAS PRE°ARFD FPOM RILE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS ITT P.O2 POINTOFCSEGINtlINGCALL. • CALCULATED PLO C. •POINT OF COMMENCEMENT PRFL • PERMANENT REFERENCE MONUMENT OR EASEMENTS AFFECT THIS PRODERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. f CENTERLINE FT. FINISHED FLOOR ELEVATION HAIL L DISK sit BUILDING SETBACK LINE 5. THIS SONNY IS PREP/.RED FOR_ THE SOLE•dtWEFR OF THOSE CERTIFIED TO AND SHOULD NOT BE REUEO UPON BY ANY OTHER ENTITY R/W •RIGHT- OF-WAY tH. • BENCHMARKS. R/ ESMT. EASEMENTt.B. •LASE BEARING S. DIMENSIONS SHOWN- 1GFnDA ,2 C .'.OTIDN OF IMPROVEMENTSHEREONSHOULDNOT BE USED TO RECONSTRUCT BOUNDARY LINES BEARINGS, ARE BASED ASSUMED'G, TUM AND ON THE UNE SHOWN AS BASE BEARING (B.B.) DRAIN DRAINAGE B. ELEVATIONS, IF SHOWN, ARE BASED GN NATIONAL GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED UTIL, UTILITY CLi C. CHAIN LINK FENCE Q. CERRFlCATF OF AUTHORIZATION No. 4598, F WDFC WOOD FENCE C/ B CONCRETE BLOCK PC PONT OF CURVATURE SCALE 1 20 --L DRAWN BY: •r• I P.7 PONT Or TANGENCYDESC •DESCRIPTION CERTIFIED BY: Y. 1 p ORDER No R • RADIUS L ARC LENGTH J ` PLOT PLAN 08-21- 18 5620-18 D DELTA(9 C CHORD r 'r I '-L FORMBOARO FOUNDATION/ELEVS. 70- 1 1-2018 6440- 18 P.- ' CIL CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES. NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' T RUSE R, R.L.S. /` 4714 ZONE "X" MAP / 12117C 0055 F JAMES . SCOTT, R.L.S / 4801 rJ 7 it B' CITY OF SANFORD n , BUILDING Sr FIRE PREVENTION PERMIT APPLICATION Application No: /F .5 %j 0 Documented Construction Value: $ J 3 17 Job Address: y r f. _ r.' . v . r '1 Historic District: Yes No Parcel fD: , Z Residential Commercial Type of Work: ew ® Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: y Property Owner Information Name Phone: Street: Resident of property? : City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 2058 Street,., 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No,: CFC1426562 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: Email: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 10S.3 Shall be inscriber] with the date of application and the code in effect as of that date: V' Edition (2014) Florida Building Code Revised' June 30, 2015 Permit Application 1 N'O'I'ICE: 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 Lion 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 hased on the current ICC Valuation Table to effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Cont IaE. rlAgent e l TONY MAHAFFEY Print OwierlAgant's Name Prin ,ontractorl, gen 's N o U Signature of Notary -Slate of Florida Date Sig)dt-ureofNAI. State of Florida arc rry Oil %%III III Ilillrlil r FXR1REa PersonallyCn vOwner/Agent is Personally Known to Me or Contractor/Agent is —9IG$A Produced ID Type of ID Produced ID Type of ID Aij 702p BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: t Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: l New Construction: Electric - # of Amps Plumbing - # of Fixtures C;z I Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: i i Revised- June 30, 2015 I UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Permit Application FORM R405-2017 STATE COPY FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot78ThornbrookeSantaRosaGLW Builder Name: Taylor Morrison Street: 483 Rocky Grove Lane Permit Office: J046:& City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Sanford 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=4.1 1098.20 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 231.00 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 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= fl' Conditioned floor area below grade (W) 0 c. R= 11. Duct I R ftft' 7. Windows(368.7 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 427.6 a. U-Factor: Dbl, U=0.34 296.67 ft' SHGC- SHGC=0.31 b U-Factor: Dbl, U=0.58 72.00 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: 3.105 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' 9 b. Conservation features b. Raised Floor R=19.0 78 00 ft' None c. other (see details) R= 42.00 ft' 15. Credits Pstal Glass/Floor Area: 0.172 Total Proposed Modified Loads: 67.29 PASSTotalBaselineLoads: 70.67 I hereby certify that the plans and specifications covered by Review of the plans and T.ql this calculation are in compliance with the Florida ergy Code. specifications covered by this calculation indicates compliance O' SKE 1+ , _ O ry4'' with the Florida Energy Code. du,, .':=:''`•'.. O PREPARED BY: Before construction is completed r f DATE: 8-22-18 ric J Holland this building will be inspected for F compliance with Section 553.908 I hereby certify that this building, as designed, 's i compliance Florida Statutes. 9 with the Florida Energy Code. COD ypg C4 OWNER/A ._ BUILDING OFFICIAL: DATE: T: _ -__ _ _ _ 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 10:32 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5