The URL can be used to link to this page

568 Red Rose Ln 18-2441; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 BUILDING APPLICATION #: 18-10000575 BUILDING PERMIT NUMBER: 18-10000575 I - j 9/ DATE: June 27, 2018 UNIT ADDRESS: RED ROSE LANE 56$ 21-19-30-510-0000-2290 TRAFFIC ZOTWP: JURISDICTION: CTTQN• , 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: 568 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Singlemily N/A Housing 00 1.000 dwl unit FIRE R CUE 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housing 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPAkY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. l THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE Parcel ID Number. ,, I " I q 36 5/4 Prepared By Daphne Clark and Taylor Morrison Homes Return To : 2600 Lake Lucien Drive, Suite 350 Maitland, FL 32751 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. GRANT MALOYY SEMINOLE COUNTY CLERK OF CIRCUIT COURT h COMPTROLLER BK 9141 Fs 328 QPgs) CLERK'S T 2018060407 RECORDED 05/29/201.3 1G:35.28 AM RECORDING FEES $10.00 RECORDED BY tsmith 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. Description of property : LOT c Legal Description: Thornbroo e Phase 41 according to the plat thereof, as recorded in Plat Book__jLPage'W- 7(of the public records of Seminole County, Florida. Addresses 5 U)' ' L bs'c_ 1..a"Y,.2 Sanford FL C2. 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 r be served as provides by 713.13(l)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided ' in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 6 10-4 11. Date Signed : 2I f!d Signature of Owner's Agent: J AsaWright orMiylsonofEloric. Sworn to and subscribed before me this by John Asa Wright w rsonally known to me. O 'o 04C 18 Notary Public DA Clark S "00 My commission expires: 6/27/19 ep%r, Serial No. FF 209108 Notary Signature: '' seal: new CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION t Application No: '1 1 LA 1 Documented Construction Value: $ .V•" Job Address. _ ...e Q Historic District: Yes No X Parcel ID:--19-30- m_ 0000- 0 Residential IR Commercial Type of Work: New Q Addition Alteration Repair Demo Change of Use Move Description of Work: bJEW SINGLE FAMILY HQME THOENEBROOK PHASE LOT NUMBER: 2-z2 Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 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 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Arch itecttEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: A Mortgage Lender: NIA 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. FRC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that t 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. ture of ContractorlAgent Dat JOHN ASA WRIG Print ContractoA e Signature Notary -State of Florida D to 1ta" rV U. W vs'"— My COWISSI06 I FF 2008 EXPIRES: JUN 27, 2019 so* n" Bwvt Navy $@trkec Owner/Agent is _yam Personally Known to Me or Contractor/Agent is Produced ID N/A Type of ID Produced ID _N ,. sAY A D. A.aAW M' COWISSII?N i FF OB a EXPIRES: JUN 27, 2019 a' a IOT i thn, 6ta9e1 YES Personally KnowMor Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building LZ Electrical a Mechanical [R PlumbingFA Gas[] Roof [] Construction Type: Occupancy Use: (Z. 3 Flood Zone: 'Y\-- 5 Total Sq Ft of Bldg: z i ck l Min. Occupancy Load: t # of Stories: 2- New Construction: Electric - # of Amps 1 Fire Sprinkler Permit: Yes No M # of Heads APPROVALS: ZONING: a IV -201t UTILITIES: 491, COMMENTS: ENGINEERING: tc- FIRE: chown on plan. Plumbing - # of Fixtures 23 Fire Alarm Permit: Yes No [3 WASTE WATER: BUILDING: S-_7 4.4' -t$ Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 2 L( t.( Documented Construction Value: $ r' /-79 Job Address: 44 P..0 Cdy CC'. t .(M Historic District: Yes NoEA Parcel ID:; 47-19-30 15_/0-0000 -2,;`1 0 Residential R Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HQME - IHQBNEBROQK PHASE LOT NUMBER: 2 Plan Review Contact Person: Daphne Clark Title: Phone: 407- 257-6940 Fax: Email: daphne@Per i tsP!prmitSpermitS.com Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-629-0077 Street: 151 SOUTHHALL LANE # 200 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 Fax: City, State Zip: MAITLAND FL 32751 State License No.: CBC1257462 Name: Street: City, St, Zip: Bonding Company: N/A Address: 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 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. V. A. VJW^ Idly 00WISSIQN 0 FF 204108 EXPIRES: June 27.2019 gpndEdlAN6 d4etNOtetySetrices Owner/Agent is yFO Personally Known to Me or Produced ID N/A Type of ID of Contractor/Agent Print Contracto t, e 7 00 / V Signature Notary -State of Florida D to M1'OM1M01VpFF2M08AN+ orn&'' ''lkadedTAni80Og No 2019 Contractor/Agent is YES Personally Known%`*or Produced ID N11A __ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof E] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: °- WASTEWATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application SCP&Parcel View: 2l-|o-3O-5|0-0O00-2290 hup://pance|dduiucpuU.nrg/Parxo|DctaiUo[m.aupx?P|D~2\\9305|O0— cfA PropeW Record Card Parcel: 21'18-30-510-0000-2290 Property Address: o68RED ROSE uNS*wFORo FLnzrr1 Parcel Information Value Summary Parcel 21'18-30-510'00003290 2018wc Values Owner( s) TAYLORMORR|8ONOFFLINC Valuation Method CosVma Property Address 558RED ROSE LNSANFORD.FL32771 Number o, Buildings o Mailing 151 3OUTnALLLNSTE2O0MmTLAND. FL 32751 Depreciated Bldg Value Subdivision Name Depreciated EXFTValue Tax District 81'S«NFORD Land Value ( Mam*V 40.000 DORUse Code 00^*CawTRES0ENT|AL Land Value Ag Exemptions 4V.0oV Portability Adj 40 Save Our Homes Adi O Amendment I A4 P&m/dj uo 0 Assessed Value 0. 000 427 Tax Amount without SOH: Tax Er timator Save Our Homes Savings: 10 Does NOT INCLUDE Non agValorem Seminole County GIS Legal Description uOr228 T*OnwBROOKEPHASE w p8o1 pGG7O'71 Tames Taxing Authority Assessment Value Exempt Values County General Fund 40. 000 V Scxvp|a 40.000 V City Sanford 40.000 V GJVVM(Gwint Johns Water Management) S40.000 V County Bonds 40.000 0 Salem Description Date Book Page Amount Qualified No Sales PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: John Asa Wright Firm: Taylor -Morrison of Florida, Inc. Address: 2600 Lake Lucien Drive City: Maitland State: FL Zip Code: 32751 Phone: 407-257-6940 Fax: Email: daphnePpermitspermitspermits.com Property Address: 568 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2290 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: FEW New structure Existing Structure (pre-2007 FIRM adoption) F-1 Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: F-1 The parcel is in the: EJ floodplain Elfloodway A portion of the parcel is in the: El floodplain El floodway FEW The parcel is not in the: 01floodplain F--Jfloodway El The structure is in the: Ofloodplain E]floodway El The structure is not in the: EJ floodplain F-1 floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: 13P# 18-2441 Reviewed by: Michael Cash, CFM Date: June 13, 2018 0 Application for Right -of -Way Use for Driveway, Walkway & Landscape 0 _%RID, 0 1877 Department of Planning & Development Services www.sanfor,dfl.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, 0 Kr4w wtwrt below, A Cell bOM y*U dig. 7NOM004F W7, 1. Project Location/Address i 3 T-, 77 7, 7,c C a 2, Proposed Activity: NDriveway Walkway Other: 1 Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: NAV &=P, t Maintenance Responsibilities/indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, With written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition, In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way, If the Requestor does not continuously maintain the improve- ment and area in accordance with previously stated criteria, or completely restore the light -of -way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requester agrees to defend, indemnify, and hold harmless the City, its councilpersons, 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 attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected With the use of the City's right-of-way, I have read and understand the above statement and by signing this application I agree to its terms. I hereby understand and agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature: Pre -pour Inspection by: This Date: shall be posted on the site during construction. Please call 407.688.5080, Ext. 6401 24 hours in advance to schedule a pre -pour inspection. Date: n El September 2010 ROW Use Dnveway pdt FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot229ThornbrookSantaRosaGLS Builder Name: TAYLOR MORRISON Street: 568 RED ROSE LANE Permit Office:% 7 City, State, Zip: Sanford , FL , 32771 Permit Number: 2 Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2706.2 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1377.00 ft' b. Concrete Block - Int Insul, Exterior R=11.0 1098.20 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 231.00 ft' 4. Number of Bedrooms 4 d. N/A R= ft' 10. Ceiling Types (1277.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1277.00 ft' 6. Conditioned floor area above grade (ft') 2138 b. N/A R= ftz Conditioned floor area below grade (ft') 0 c. R= ft' 11. Ducts R ftz 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 ftz 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 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: 61.14 PASS TotalBaselineLoads: 68.96 I hereby certify that the plans and specifications covered by Review of the plans and F1ETg1 this calculation are in compliance with the Florida Energy specifications covered by this tia Code. calculation indicates compliance with the Florida Energy Code. tl, PREPARED BY:y"r,_ Before construction is completed DATE: 5/14/18 this building will be inspected for t compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. X? "on OWNER/ AGENT:r BUILDING OFFICIAL: DATE:, S " i DATE: t 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). 5/ 14/2018 8:30 AM EnergyGauge , USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Lot229Thorn brookSa nta Rosa 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: 568 RED ROSE LANE Permit Office: Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32771 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL—ORLANDO—INTL—AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockll 2138 19669.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 2138 19669.6 Yes 5 4 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor Main ---- ---- 78 ft2 19 0 0 1 2 Floor over Garage Main ---- ---- 42 ft2 19 0 0 1 3 Slab -On -Grade Edge Insulatio Main 117.6 ft 0 1157 ft2 0.34 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 5/14/2018 830 AM EnergyGauge(0 USA - FlaRes2017 Section R405.4 . 1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING V# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1277 ft' 0.11 Wood WALLS Adjacent cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall Type Space R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 N Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft' 0 0.23 0,6 0 2 N Exterior Concrete Block - Int Insul Main 11 30 0 9 4 280.0 ft' 0 0 0.6 0 3 E Exterior Frame - Wood Main 13 46 6 9 0 418.5 ft' 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul Main 11 37 6 9 4 350.0 ft' 0 0 0.6 0 5 SE Exterior Concrete Block - Int Insul Main 11 5 8 9 4 52.9 111 0 0 0.6 0 6 S Exterior Frame - Wood Main 13 30 0 9 0 270.0 ft2 0 0,23 0,6 0 7 S Exterior Concrete Block - Int Insul Main 11 5 0 9 4 46.7 112 0 0 0.6 0 8 W Exterior Frame - Wood Main 13 46 6 9 0 418,5 112 0 0.23 0,6 0 9 W Exterior Concrete Block - Int Insul Main 11 39 6 9 4 368.7 ft2 0 0 0.6 0 10 Garage Frame - Wood Main 13 24 9 9 4 231.0 112 0 0.23 0.01 0 DOORS V# Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In Wood Main None 25 2 10 8 227 W WINDOWS Orientation shown is the entered, Proposed orientation. Wall OverhangVOrntIDFramePanesNFRCU-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 2 N 1 Vinyl Low-E Double Yes 0.34 0.31 N 40.0 W 1 ft 0 in 1 ft 0 in None None 3 N 2 Metal Low-E Double Yes 0.58 0.32 N 72.0 ft' 9 ft 0 in 0 ft 0 in None None 4 N 2 Vinyl Low-E Double Yes 0.34 0.31 N 58.6 Ill I ft 0 in 11 ft 8 in None Exterior 5 5 E 3 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 111 1 ft 0 in 1 ft 0 in None Exterior 5 6 E 3 Vinyl Low-E Double Yes 0.34 0.31 N 15.0 ft' 1 ft 0 in 1 ft 0 in None Exterior 5 7 E 4 Vinyl Low-E Double Yes 0.34 0.31 N 9.0 ft' 1 ft 0 in 11 ft 8 in None Exterior 5 8 S 6 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft' 1 It 0 in 1 ft 0 in None Exterior 5 9 W 8 Vinyl Low-E Double Yes 0.34 0.31 N 45.0 ft' 1 ft 0 in 1 110in None Exterior 5 10 W 9 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft' 1 ft 0 in 11 ft 8 in None Exterior 5 11 SE 5 Vinyl Low-E Double Yes 0.34 0.31 N 24.0 R' 9 ft 4 in 0 ft 4 in None Exterior 5 GARAGE 9 Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 451 Q2 451 ft' 64 ft 8 ft 1 5/14/2018 8 30 AM EnergyGauge(,,) USA - FlaRes2017 Section R405.4 1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000409 2294.8 125.98 236.93 .3678 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 42 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 42 kBtu/hr cfm 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 Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # v # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 427.6 ft Main 106.9 ft Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan [ ]Feb Mar A r Ma [X]] Jun X Jul X AugXj SeE Oct Nov Dec HeatinH Jan [X] Feb EX} Mar APr f jjMay [ ] Jun Jul Au[ ] SeP Oct Nov Qec Ventin [ 1] Jan [ ] Feb [[X1] Mar Apr [ I May [ ]] Jun [ Jul Aug [ ] Se Oct X Nov Dec 5/ 14/2018 830 AM EnergyGaugek USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: HERS 2006 Reference Schedule Type 1 2 Cooling (WD) AM 78 78 PM 80 80 Cooling (WEH) AM 78 78 PM 78 78 Heating (WD) AM 66 66 PM 68 68 Heating (WEH) AM 66 66 PM 68 68 Hours 3 4 5 6 7 8 9 10 11 12 78 78 78 78 78 78 80 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 5/14/2018 8:30 AM EnergyGaugeV USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 89 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (ft') 7. Windows- Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Raised Floor c. other (see details) 568 RED ROSE LANE, Sanford, FL, 32771 New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 2138 b. N/A Area c. N/A 296.67 ftz 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 72.00 ftz 12. Cooling systems ftz a. Central Unit H 3.105 ft. 0.312 Insulation Area R=0.0 1157.00 ft' R=19.0 78.00 ft' R= 42.00 ftz 13, Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Insulation Area R=13.0 1377.00 ft' R=11.0 1098.20 ft' R=13.0 231.00 ft' R= ftz Insulation Area R=38.0 1277.00 ft' R= ftz R= ftz R ftz 6 427.6 kBtu/hr Efficiency 42.0 SEER:15.00 kBtu/hr Efficiency 42.0 HSPF:8.50 Cap: 50 gallons EF: 0.95 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/14/2018 8:30 AM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 DEL -AIR Manual S Compliance Report Job: Lot 229ThornbrookSanta... Date: 6/4/2014 HUTUM- AIR 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 568 RED ROSE LANE, SANFORD, FL 32771 Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 31057 Btuh Entering coil DB: 78.3°F Outdoor design WB: 76.3°F Latent gain: 6130 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.0°F Total gain: 37187 Btuh Indoor RH: 50% Estimated airflow: 1400 cfm 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 102% of load Latent capacity: 8797 Btuh 1440% of load Total capacity: 40392 Btuh 109% of load SHR: 78% Design Conditions Outdoor design DB: 41.7°F Heat loss: 26455 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 148% of load Capacity balance: 30 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1400 cfm Output capacity: 8.0 kW 103% of load Temp. rise: 17 OF Meets all requirements of ACCA Manual S. ti wrightsoft" 2018-May-14 08 25 41 Right -Suited Universal 2018 18.0.13 RSU24011 Page 1 okSanta RosaGLS1Lo1229ThornbrookSantaRosaGLS_rup Calc = MJ8 Rouse faces- S Component Constructions Job: Lot229ThornbrookSanta DEL -AIR Date: 6/4/2014 HUMG - IM collmn"111 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 NU ject inTrmatinIMooFor: TAYLOR MORRISON 568 RED ROSE LANE, SANFORD, FL 32771 Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 280N Outdoor: Heating Dry bulb (OF) 42 Daily range (OF) - Wet bulb (IF) - Wind speed (mph) 15.0 Construction descriptions Indoor: Indoor temperature (IF) Design TD (OF) Relative humidity (%) Cooling Moisture difference (gr/lb) 93 Infiltration: 17 ( M) Method 76 Construction quality 7. 5 Fireplaces Walls 12C- Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A- 7.5ocs: Blk wall, stucco ext, r-9 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C- Osw: Frm wall, r- 13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Heating Cooling 70 75 28 18 30 50 1. 5 46.4 Simplified Average 0 Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft, Btuhlhl-'F ft' 'FiBtuh Btub"ft, Btu 11 Blut'ift, Btu h n 200 0.091 13.0 2.58 515 2.34 469 e 398 0.091 13.0 2.58 1024 2.34 931 S 240 0.091 13.0 2.58 618 234 562 W 374 0.091 13.0 2.58 962 2.34 875 all 1211 0.091 13.0 2,58 3119 2.34 2838 n 150 0.095 7.5 2.69 402 1.67 249 e 341 0.095 7.5 2.69 916 1.67 568 se 30 0.095 7.5 2.69 81 1.67 50 S 47 0,095 7.5 2.69 125 1.67 78 W 330 0.095 7.5 2.69 886 1.67 550 all 897 0.095 7.5 2.69 2411 1.67 1495 208 0.091 13.0 2.58 536 1,44 300 Windows 2A- 2ov: 2 glazing, cir 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, I ft n sep.); 6.67 ft head ht e S W all 2A- 2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 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, cir low-e outr, air gas, vni frm mat, Or innr, 1/4" gap, n 1/ 8" thk; NFRC rated (SHGC=0.31), 1 ft overhang (6.3 ft window ht, W 11. 67 It sep.): 6.67 ft head ht all 2A- 2ov: 2 glazing, cir low-e outr, air gas, vni frm mat, clr innr, 1/4" gap, e 1/ 8" thk: NFRC rated (SHGC=0.31), I ft overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht 30 0.340 0 9.62 289 12.4 373 40 0.340 0 9.62 385 12.4 497 15 0.340 0 9.62 144 35.7 536 30 0.340 0 9.62 289 12.6 378 45 0.340 0 9.62 433 35.7 1608 160 0,340 0 9.62 1540 212 3393 72 0.580 0 16.4 1182 16.8 1213 58 0.340 0 9.62 561 12A 725 39 0.340 0 9.62 374 35.7 1388 97 0.340 0 9.62 935 21.8 2113 6 0.340 0 9.62 58 35.7 214 rk wrightsc)-ft- 2018-May - 14 08 25 41 Z;- 1. - ---' , , '_ . Righf-Suite0l) Universal 2018 18 0 13 RSU24011 Page 1 ACCK .. ok&intaRosaCLS'Lo(229Ttiornt)rookSantaRosaGLS rup Calc --- MJ8 House faces S 2A-2ov: 2 glazing, cir low-e outr, air gas, vnl frm mat, cir innr, 1/4" gap, e 9 0,340 0 9.62 88 35.7 325 1/8" thk; NFRC rated (SHGC=0.31); 1 ft overhang (4.2 ft window ht, 11.67 ft sep.); 6.67 It head ht 10C-v: 2 glazing, clr low-e outr, air gas, vni frm mat, clr innr, 1/4" gap, se 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 se 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, frm fir, 12" thkns, r-19 cav ins, amb ovr 78 0.050 19.0 1.41 110 0.71 55 20P-19t: Fir floor, frm fir, 12" thkns, 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 Fk wrightsoft" 2018-May-14 08 25:41 Right-SUite0 Universal 2018 18.0.13 RSU24011 Page 2 fCCA okSant aRosaGLSiLot229ThornbrookSan IaRusaGLS.rup Calc = MJ8 House (aces. S Project Summary Job: Lot229ThornbrookSantaIRDEL-A... Date: 6/4/2014 HEATI1111111-WCOMMMa11s 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 568 RED ROSE LANE, SANFORD, FL 32771 Notes: RVSD 6/6/16 JA LS 2/21/17 JA REDLINE 11-2-17 JA LS 11/14/17 JA Design Information LS 1112/18,JA Weat er: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 IF Inside db 70 IF Design TD 28 IF Heating Summary Structure 19460 Btuh Ducts 6995 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 26455 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatingg Cool Area (ft2) 2138 2138 Volume (ft3) 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 AH R I ref 10258591 Summer Design Conditions Outside db 93 IF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Sensible Cooling Equipment Load Sizing Structure 19533 Btuh Ducts 11524 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1,00 Equipment sensible load 31057 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) 37187 Btuh Req. total capacity at 0.75 SHR 3.5 ton Cooling Equipment Summary Make Lennox Trade LENNOX Cond 14HPX-042-230-21 Coil CBA27UHE-042-230`++TDR AH R I ref 10258591 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 31500 Btuh Heating output 42000 Btuh @ 47°F Latent cooling 10500 Btuh Temperature rise 27 IF Total cooling 42000 Btuh Actual air flow 1400 cfm Actual air flow 1400 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 30 IF Backup: Input = 8 kW, Output = 27292 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. P114- wrigFstsoft" 2018-May-14 08 25 41 Right SUIIeO Universal 2018 18.0.13 RSU24011 ACCP. Page 1 okSantaRosaC'LS. Lot 229ThornbrookSantaRosaGl_S.«1p Calc == MJII House laces. S DEL AIR Right-JO Worksheet i*Anm`Amcownw m Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot229ThornbrookSantaRos... Date: 6/4/2014 By: FJF 1 Room name Entire House family rm 2 Exposed wall 270.6 (1 32.0 It 3 Room height 9.2 It 9.3 It heat/cool 4 Room dimensions 15.0 x 17.0 It 5 Room area 2434.5 ft2 255.0 W Ty Construction 1-1-value Or ATM Area (It') Load Area (I12) Load number Btuh/lt1-°F) Btuh/It,) or perimeter (ft) Btuh) or perimeter (ft) B(it uh) Heat Cool Gross NiP/S Heat Cool Gross N/P/S Heat Cool 6 0.091 n 2.58 2.34 270 200 515 469 0 0 0 0 t,12C-Osw 2A-2ov 0.340 n 9.62 12,44 30 0 289 373 0 0 0 0 2B-2fv 0.340 n 9.62 12.44 40 0 385 497 0 0 0 0 13A-7.5ocs 0.095 n 2,69 1,67 280 150 402 249 140 68 183 113 11 2A-2omd 0,580 n 16.41 16.85 72 0 1182 1213 72 0 1182 1213 2A-2ov 0.340 n 9.62 12.44 58 0 561 725 0 0 0 0 12C-Osw 0.091 e 2.58 2.34 419 398 1024 931 0 0 0 0 IJ--t 2A-2ov 0.340 e 9.62 35.73 6 0 58 214 0 0 0 0 2A-2ov 0.340 e 9.62 35,73 15 0 144 536 0 1 11 1 0:.. 0 Q. 13A-7.5ocs 0.095 e 2.69 1.67 350 341 916 568 0 0 0 0 2A-2ov 0,340 e 9.62 35.73 9 0 88 325 0 0 0 0 13A-7,5ms 0.095 se 2.69 1.67 53 30 81 50 0 0 0 0 1OC-v 0.340 se 9,62 8.71 23 45 218 197 0 0 0 0 12C-0sw 0,091 s 2,58 2.34 270 240 618 562 0 0 0 0 L--•--G 2A-2ov 0.340 s 9.62 12.61 30 53 289 378 0 0 0 0 W 13A-7.5ocs 0,095 s 2.69 1.67 47 47 125 78 0 0 0 0 j/ 12C-0sw 0,091 w 2,58 2.34 419 374 962 875 0 0 0 0 t----C 2A-2ov, 0.340 w 9,62 35,73 45 0 433 1608 0 0 0 0 Vrt 13A-7.5ocs 0.095 w 2,69 1.67 369 330 666 550 159 159 426 264 2A-2ov 0.340 w 9.62 35,73 39 0 374 1388 0 0 0 0 P 12C-Osw 0.091 2.58 1.44 231 208 536 300 0 0 0 0 IADO 0.390 n 11.04 m99 23 23 250 272 0 0 0 0 C 168-38ad 0.026 0.74 1.41 1277 1277 939 1801 0 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 0 0 0 F 22A-tpl_ 0,989 27,99 0.00 1158 118 3291 0 255 32 896 0 6 c) AED excursion 0 188 Envelope loss/gain 14734 14246 2687 1402 12 a) Infiltration 4726 1497 570 181 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 4 920 Appliances' other 2410 0 Subtotal ( lines 6 to 13) 1 19460 19533 3257 2503 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 19460 19533 3257 2503 15 Duct loads 361/. 59% 6995 11524 31 % 53 % 1009 1317 Total room load 26455 31057 4266 3820 Air required (elm) 1400 1400 226 172 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFstso( tn 2018-May 1408-25-41 Right ` SUde00 Universal 2018 18 0-13 RSU24011 Page 1 okSanlaRosaCLS, Lot 229ThornbrookSwi(aRosaGL.S mr) Calc = MJ8 House faces: S QEL-AIR Right-JO Worksheet MEpf IM11 • AM CCUnOMW 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: Lot229ThornbrookSantaRos... Date: 6/4/2014 By: FJF 1 Room name mstr rm mstr bth 2 Exposed wall 29.0 It 11.5 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 15.0 x 14.0 It 1.0 x 91.0 It 5 Room area 210.0 ft2 91.0 W Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft °F) Btuh ft2) or perimeter ft) Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 T 2A-2ov 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 f)----GG 2B-2fv 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 13A-7.5ocs 0.095 n 2.69 1.67 140 82 220 136 0 0 0 O 11 2A-2omd 0.580 n 16.41 16.85 0 0 0 0 0 0 0 0 2A-2ov 0.340 n_ 9.62 12.44 58 0 561 725 0 0 0 0 y/ 12C-Osw 0.091 a 2.58 2.34 0 0 0 0 0 0 6 0 C 2A-2ov 0.340 a 9.62 35.73 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.62 35.73 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 e 2.69 1.67 131 131 351 218 107 107 288 179 G 2A-2ov 0.340 e 9.62 35.73 0 0 0 0 0 0 0 0 y1 13A-7.5ocs 0.095 se' 2.69 1.67 0 0 0 0 0` 0 0 0 l 1OC-v 0,340 se' 9.62 8,71 0. 0 0 0 0_ 0 0 0 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 9.62 12.61 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 s' 2.69 167 0 0 0 0 0 0 0 0 0y/ 12C-Osw 0.091 w 2.58 2.34 0 0 0 0 0_ 0 0 f-1 2A-2ov 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 VI/ t 13A-7.5ocs 0.095 w 2.69 1.67 0 0 0 0 0- 0 6 0 2A-2ov 0.340 w. 9,62 35.73 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.58 1.44 6 0 0 0 0 0 0 0 11 DO n_ 11.04 11-.99 0 0 0 0 0 0 0 0 C _ 16B-38ad 0.390 0.026 0.74 1,41 0. 0 0 0 0 0 0 0. F 2OP-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-19t 0.050 1.41 0.71 0 0 0 0 _.. 0 0 0 0 i F 22A-tpl 0.989 27.99 0.00 210 29 812 0 91 12 322 0 6 c) AED excursion 145 17 Envelope loss/gain 1943 934 610 162 12 a) Infiltration 517 164 205 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 2460 1927 815 227 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2460 1927 815 227 15 Duct loads 31 % 53 % 762 1014 31 % 53%1 253 119 Total room load 3222 2942 1 1068 346 Air required (chn) 171 133 57 16 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I- 2018-May-14 0825 41 A Right-SuiteO Universal 2018 18.0 13 RSU24011 Page 2 okSanta RosaGLS,Lo1229ThornbrookSanta RosaGLS rup Calc = MJ8 House faces S DEL -AIR Right-JO Worksheet MpiM" AM'Off"Im 1e Entire House DEL -AIR HEATING & AIR CPNDITIONINC 531 CODISCO WAY, SANFORD. FL 32771 hone. 407-333-2665 ax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot229ThornbrookSantaRos... Date: 6/4/2014 By: FJF 1 Room name utility pwdr 2 Exposed wall 6.0 It 10.5 It 3 Room height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 6.0 x 6.0 It 6.0 x 5.5 It 5 Room area 36.0 ft2 33.0 Q2 Ty Construction U-value Or HTM Area (I12) Load Area (Ir) Load number Btuh/ft2- °F) Btuh/W) or perimeter (It) Btuh) or perimeter ff) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2,58 2.34 0 0 0 0 0 0 0 0 V 2A-2ov 0.340 a 9.62 M44 0 0 0 0 0 0 0 0 2B-2tv 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 013A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 11 I- ( 2A-2omd 0.580 n 16.41 16.85 0 0 0 0 0 0 0 0 L--C 0.340 n 9.62 12.44 0 0 0 0 0 0 0 02A-2ov 120-0sw 0.091 a 2.58 2.34 0 0 0 Q 0 6 0 0 2A-2ov 0.340 a 9.62 35.73 0 0 0 0 0 0 0 0 2A 2Rv 9.3, , e, 9,62 35.7 0 0 0 0 0 0 9 0. 13A-7.5ocs 0.095 e 2.69 1.67 56 56 151 93 51 42 113 70 2A-2ov 0.340 e 9,62 35.73 0 0 0 0 9 0 88 325 yt 13A-7.5ocs 9.095 se 2.69 1.67 0 0 0 0 0 0 0 0 tOC•y... 0.340 se' 9.62 8.71 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 6 0 2A-2ov 0.340 s 9.62 12.61 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 s' 2.69 1.67 0 0 0 0 47 47, 125 78 12C-0sw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 y! 13A-7.5ocs 0.095 w 2.69 1.67 0 0 0 0 0 0 6 0 1 G 2A-2ov 340 w 9.62 35.73 0 0 0 Q 0 0 0 0 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 11 DO 0.390 n 11,04 11.99 0 0 0 0 0 0 0 0 C --- . 166,38,jd; 0.026 0.74 1.41 0 0 0 0"'' 0 0..._ 0 0. F 20P-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 2OP-19t- 0.050 14t 031 0 0 0 0 0 0 0 0. F 22A tpl 0.989 27 99 0.06 36 6 168 0 33 11 294 0 6 c) AED excursion 51 8 Envelope loss/gain 318 421 6201 481 12 a) Infiltration 107 34 187 59 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 425 676 807 540 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 425 676 807 540 15 Duct loads 31 % 53 132 356 31 / 53 % 250 284 Total room load 557 1032 1058 825 Air required (cfm) 29 47 56 37 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed 4t wrightsaYL^ 2018-May-14 08 25 41 A "'••• Right-Suile® Universal 2018 18.0.13 RSU24011 Page 3 okSanta RosaGLS, Lot 229ThornbrookSant aRosaGLS.rup Calc , MJ8 House faces- S DEL -AIR Right-JO Worksheet MAIM, AMCOKO " 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: Lot229ThornbrookSantaRos... Date: 6/4/2014 By: FJF 1 Room name msir we mstr wic 2 Exposed wall 0 It 0 It 3 Room height 9.3 It heat/cool 9.3 It heatfcool 4 Room dimensions 3.5 x 6.5 It 5.5 x 10.0 It 5 Room area 22.8 flz 55.0 ft2 Ty Construction U-value Or HTM Area (Its) Load Area (ft') Load number BtulVft2-'F) 6tuh/f(2) or perimeter (It) Btuh) or perimeter (ft) 13tuh) Heat Cool Gross N!P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.58 2,34 0 0 0 0 0 0 0 0 2A-2ov - 0.340 n 9.62 12,44 0 0 0 0 0 0 0 0 213-21v 0.340 n 9.62 12.44 0 0 0 0 0 0 0 13A-7.5ocs 0.095 n 2.69 1.67 0 110 0 0 0 0 0 0 0 11 2A-2omd 0.580 n 16.41 16.85 0 0 0 0 0 0 0 0 2A-20v 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 0,091 a 2.58 2.34 0 6 0 0 0 0 0 012C-Osw 2A-2ov 0.340 e 9.62 35.73 0 0 0 0 0 0 0 0 2A 20v 0.340 e 9.62 35.73 0 0 0 0"'"" 0 0 0 0 13A-7.5ocs 0.095 e 2.69 1.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.62 35.73 0 0 0 0 0 0 0 0 V 13A-7.5ocs 0.095 se 2.69 1.67 0 0 0 0 0 0 0 0 G i0Cv" 111- 0,340 se 9.62 8.71 0 0 0"' 0 , 0 0 0 0 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 I--G 2A-2ov 0.340 s 9.62 12.61 0 0 0 0 0 0 0 0 W_.. , 13A-7.5ocs 0.095 s 2.69 1.67 p. 0. 0 0 0 0 0 0 Vj/ 12C-Osw 0.091 w 2.58 2.34 0 0 0 0 0 0 0 0 L-G 2A-2ov 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 13A-7.5ocs 0.095 w, 2.69 1.67 0 0 O O 0 0 0 0 2A-2(yv 0.340 w 9.62 35.73 0. 0. O 0 0 0 0 0 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n_ 11.04 11.99 0 0 0 0 0 0 0 0 16B-38W 6.026 0.74 1.41 0 J 6 0 0 0 0 F 20P-19i 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F .. 20P-19t 0.050 1.41 0.71 0 6 .. ... 0. 0 0 0 0 0 F 22A.tpl 0,989 27.99 0.00 23 0 0 0 55 0 0 0 61 c) AED excursion 0 0 Envelope loss/gain 0 0 1 0 0 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants C 230 0 0 0 0 Appliances/other 5 5 Subtotal (lines 6 to 13) 0 5 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 0 5 15 1 Duct loads 1 31 t 53%1 0 2 31 % 53 % 01 2 Total room load 0 7 0 7 Air required (cfm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 - 2018-May-14 08.25.41 Right-SuileLO Universal 2018 18.0.13 RSU24011 Page 4 okSanta RosaGLS Lot229ThornbrookSanta RosaGLS.rup Calc = MJ8 House faces. S DEL -AIR Right-JO Worksheet MUM, AM CON4ff101NN6 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 COD ISCO WAY, SANFORD, FL 32771 Phone: 407.333-2665 Fax: 407-333-3853 Web: WWW DEL-AIR.COM Job: Lot229ThornbrookSantaRos... Date: 6/4/2014 By: FJF I Room name dining rm kitchen 2 Exposed wall 10.0 It 18.6 It 3 Roam height 9.3 It heat/cool 9.3 It heat/cool 4 Room dimensions 15.0 x 10.0 It 1.0 x 305.0 It 5 Room area 150.0 ftz 305.0 It' Ty Construction U-value Or HTM Area (ttz) Load Area (Its) Load number BtutVft2- °F) Btulvft2) or perimeter (1p Btuh) or perimeter (It) Btuh) Heat Cool Grass N/P/S Heat Cool Gross NIP/S Heat Cool 6; 12C-Osw ' 0,091 n 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.62 12,44 0 0 0 0 0 0 0 0 2B-2tv 0.340 n 9A2 12,44 0 0 0 0 0 0 0 0 y/ 13A-7.5ocs .... 0.095 n, 2.69 1,67 0 0 0 0 0 0 0 0 G 2A-2omd O.SW n 16.41 16.85 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 12C-dsw 0,091 a 2,58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.62 35,73 0 0 0 0 0 0 0 0 2A-2ov 0.340. 4:.. 62. 5.73 0 0 0.. 0 0 0 0 Q t-G 13A-7.5ocs 0.095 e 2.69 1.67 0 0 0 0 5 5 13 8 y/ 2A 2ov 13A-7.5ocs 0.340 0,095 e se 9.62 2.69 35.73 1.67 0 0 0 0 0 0 0 0 0 53 030 0 81 0 50 L- C 10Cry .... - _ . 0.34D seem 9.62 8,71 0 0 0 0 23 23 218 197 VN L--G 12C-Osw 2A-2ov 0.091 0.340 s s 2.58 9.62 2.34 12.61 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 s" 2,69 1.67 0 0 0 0 0 0 0 0 y/ 12C-Osw 0.091 w 2.58 2.34 6 0 0 0 0 0 0 0 G 0.340 w_ 9.62 35.73 0 0 0 0 0 0 0 0 yt I-( 2A-2ov 13A-7.5oes 2A-2ov 0.095 0.340 w w , 2'A 9.02 1.67 35.73 93 39 54 0 146 374 91 1388 117 0 117 0 314 0 194 0 R D 12C-Osw 0.091 2.58 1.44 0 0 0 0 231 208 536 300 11DO 0.390 n 11.04 11.99 0 0 0 0 23 23 250 272 C 168-36ad:, , 0.026 0.74 1.41 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 2013-19t :. 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A tpl 0.989 27.99 0.00 150 10 280 0 305 19 520 0 6 c) AED excursion 503 163 Envelope loss/gain 800 1982 1931 859 12 a) Infiltration 178 56 332 105 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 978 2268 2264 2164 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 978 2268 2264 2164 15 Duct loads 131 53 / 303 1194 31 % 53%1 702 1139 Total roorn load 1281 3462 2965 3303 Air required (clm) 68L 156 157 149 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. I`_ wri9htsaP!- 2018-May-14 08 25:41 Righl-SuiteO Universal 2018 18 0.13 RSU24011 Page 5 akSan1aRosaGLS Lo1229ThornbraokSantaRosaGLS rup Caic = MJ8 House faces S DEL -AIR Right-J@ Worksheet NUTM,A" CONMONM Entire House DEL -AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD. FL 32771 hone. 407-333-2665 Fax 407-333-3853 Web: WWW DEL -AIR COM Job: L.ot229ThornbrookSantaRos... Date: 6/4/2014 By: FJF 1 Room name open to below rm 2 2 Exposed wall 32.0 It 26.0 ft 3 Room height 9.0 ft heat/cool 9.0 It heat/cool 4 Room dimensions 15.0 x ITO It 15.0 x 11.0 It 5 Room area 255.0 ft2 165.0 ft-' Ty Construction U-value Or HTM Area Iftz) Load Area (It') Load number B(uh/ftz-°F) Btuhtw) or perimeter fit Btuh) or perimeter ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0,091 In 2.58 2.34 135 95 245 223 135 105 270 246 2A-2ov 0.340 n 9.62 12.44 0 0 0 0 30 0 289 373 2B-2fv 0,340 n 9.62 12.44 40 0 385 497 0 0 0 0 13A-7.5ocs . 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0 11 2A-2omd 0.580 n 16.41 16,85 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 12C-Osw 0.091 e 2.58 2.34 0 0 0 0 99 99 255 232 2A-2ov 0.340 e 9.62 35.73 0 0 0 0 0 0 0 0 Ar2py 0.340 e 9.62 35.73 0 0 p_ 0. 0. 0 0 0 Vf! 13A-7.5ocs 0.095 e 2.69 1,67 0 0 0 0 0 0 0 0 L-G 2A-2ov 0.340 e 9.62 35.73 0 0 0 0 0 0 0 0 13A-7.5ocs 0.095 se 2.69 1.67 0 0 0 0 0 0 0 0 tOC-v 0.340 se' 9.62 8.71 0 0 0 0 0 0' 0 0 V)! 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 L---G 2A-2ov 0.340 s 9.62 12.61 0 0 0 0 0 0 0 0 W 13A-7.5ocs 0.095 s` 2.69 1.67 0 0 0 0 0 0 0 0 V! 12C-Osw_ - 0.091 w 2.58 2.34 153 153 394 359 0 0 0 0 C 2A-2ov 0.340 w__ 9.62 35.73 0 0 0 0 0 0 0 0 y! i13A-7.5ocs 0.095 w 2.69 1.67 0 0 0 0 0 0 6 0 C 2A-2ay...:... O.340 w 9.62 35.73 0 0 0 0 0 0, 0 0 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 D 11DO 0.390 n 11,04 11,99 0 0 0 0 0 0 0 0 O.p26 O.74 1.41 255 255 188 360 165 165 121 23_ F 2OP-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 20f'-19t 0,050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A-tpl 0,989 27.99 0.00 0 0 0 p 0. 0 0 0 6 c) AED excursion 113 86 Envelope loss/gain 1211 1326 935 998 12 a) Infiltration 550 174 447 142 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1761 1500 1382 1140 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1761 1500 1382 1140 15 Duct loads 42% 66 / 747 992 42°l 66% 586 754 Total room load 2508 2491 1%8 1893 Air required (cfm) 133 112 104 85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. H_ wrigNlsoft^ 2018-May-14 08:25:41 Right-SuileO Universal 2018 18.0.13 RSU24011 Page 6 okSantaRosaGLS Lo1229ThornbrookSanlaRosaGLS rup Calc , MJ8 Rouse faces S DEL -AIR Right-J® Worksheet M"' Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone. 407-333-2665 Fax; 407-3333853 Web: WWW.DEL-AIR.COM Job: Lot229ThornbrookSantaRos... Date: 6/4/2014 By: FJF 1 Room name bth 2 bth 3 2 Exposed wall 8.0 If 12.0 If 3 Room height 9.0 It heal/cool 9.0 It heat/cool 4 Room dimensions 6.0 x 8.0 It 6.0 x 12.0 It 5 Room area 48.0 ftz 72.0 ft2 Ty Construction U-value Or HTM Area (112) Load Area (ftz) Load number BtuhAll-'F) Btuh/ft') or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Coal Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 2B-21v 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 13A-Z5ocs 0.095 n 2.69 1.67 0 0 0 0 0 0 0 0 11 2A-2omd 0.5W n 16.41 16.85 0 0 0 0 0 0 0 0 II 2A-2ov 0.340 n 9.62 12.44 0_ 0 0 0 0 0 0 0 12C-Osw 0.091 a 2.58 2.34 72 66 170 155 108 108 278 253 2A-2ov 0.340 e 9.62 35.73 6 0 58 214 0 0 0 0 2A-20v 0.340 e 9.62 35.73 0 0 0 0 0 0 0 0 vj 13A-7.5ocs 0.095 e 2.69 1,67 0 0 0 0 0 0 0 0 2A 2ov 0,340 e 9.62 35,73 0 0 0 0 0 0 0 0 13A-7.5ocs 0.095 se 2.69 1.67 0 0 0 0 0 0 0 0ty! L -G 10G-v 0.340 se 9.62 8.71 0 0 0 0 0.... 0 0 0 y! 12C-Osw 0.091 s 2.58 2.34 0 0 0 0 0 0 0 0 T-G 2A-2ov 0,340 s 9.62 12.61 0 0 0 0 0 0 0 0 W 13A-7.5gcs 0.095 s 2.69 1.67 0 0 0 0 0 0 0 0 12C-0sw 0,091 w 2.58 2.34 0 0 0 0 0 0 0 0 I--( 2A-2ov 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 y/ 13A-7.5ocs 0.095 w 2.69 1.67 0 0 0 6 0> 0 0 0 t-d" 2A-2ov 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 11 DO 0,390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.74 1.41 48, 35 M 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 0 0 F 22A tpl 0.989 27.99 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 4 29 Envelope loss/gain 263 433 331 325 12 a) Infiltration 137 44 206 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 401 476 537 391 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 401 476 537 391 15 Duct loads 1 42% 661/,O 170 315 421% 66% 228 1 258 Total room load 570 791 765 649 Air required (clm) 30 36 40 29 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed wrigt Csoft.. 2018-May-14 08 25:41 RightSUIte40 Universal 2018 18 0 13 RSU24011 Page 7 okSaiilaRosaCt S,Lol229ThombrookSantaRosaGLS rnip Calc = MJ8 House faces S DEL -AIR Right-J® Worksheet WATNN AM C011UM401" H11 Entire House DEL -AIR HEATING & AIR CQNDITIQNING 531 CODISCO WAY. SANFORD, FL 32771 hone. 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot229ThornbrookSantaRos... Date: 6/4/2014 By: FJF 1 Room name rm 4 rm 3 wie 2 Exposed wall 33.0 It 4.0 it 3 Room height 9.0 it heat/cool 9.0 (1 heat/cool 4 Room dimensions 1.0 x 161.8 it 4.0 x 5.0 It 5 Room area 161.8 It' 20.0 W Ty Construction U-value Or HTM Area (fl2) Load Area (ft2) Load number Btuhlf[l- °F) 6tuh/w) or perimeter it) Btuh) or perimeter (It) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12G-Osw 0.091 n 2.58 2.34 0 0 0 0 0 0 0 O 2A-2ov 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 20-2fv 0,340 n 9.62 1Z44 0 0 0 0 0 0 0 O s 0. 0. 9580 0 0 1 1 d 0. 16.412A20n 12. 85 0 0 0 0 0. 0 12C-Osw 0.091 e 2 58 2.34 106 93 240 218 0 0 0 0 2A-2ov 0.340 a 9M 35.73 0 0 0 0 0 0 0 0 2A-20v 0.340 e 9.62 3, 73 15 0 i44 - 63fi . 0 0 0 0- 13A-7.5ocs 0.095 a 2.69 1.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.62 35.73 0 0 0 0 0 0 0 0 V 13A,7.5ocs 0.095 se 2.69 t67 Q 0 0 0 0 q Q 0 L - f I OC v ._ 0.340 se, 9.82 -..- 8.71 0 0 0 Q 0 0 0 0 W 12C-Osw 0.091 s 2.58 2.34 126 111 286 260 36 36 93 84'. G 2A2ov 0.340 s 9.62 12.61 15 13 144 189 0 0 0 0' W 13A-7.5ms 0.095--s- 2.69 1.67 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.58 2.34 63 63 162 148 0 0 0 0 L-C 2A-2ov 0.340 w 9.62 35.73 0 0 0 0 0 0 0 0 y! 13A-7.5ocs 0.095 w. 2.69 1.67 0 0 0 0 0 0 0 0 G 2A2ov Q.340 w. 9.62 3&73 0 0 0 0 0 0 0 0 1 12C Osw 0,091 2.58 1.44 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 C 16B-38ad_ gA26 0.74 1.41 162 162 119 228 20 2Q i5 26 F 20P-19( 0.050 1.41 0.71 78 78 110 55 0 0 0 0 F 2OP-19t 0.050 1.41 0.71 29 29 41 21 9 9 13 7 F 22A-tpl 0.989 27.99 OM 0 0 0 0 0 0 0 0 6 c) AED excursion 128 10 Envelope loss/gain 1246 1527 120 109 12 a) Infiltration 7 180 69 22 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliancesiother 0 0 Subtotal (lines 6 to 13) 1813 1706 189 131 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1813 1706 189 131 15 Duct loads I421/ 66 % 7691 112814211.166%1 801 87 Total room load 2582 2835 269 218 Air required (cfm) 137 128 14 10 Calculations am roved by ACCA to meet all reauirements of Manual J 8th Ed 1-- 2018- May -14 08.25,41 Ask -- "' Right-SuileQ Universal 2018 18 0.13 RSU24011 Page 8 okSlnt 1RosaGLSrLol229ThornbrookSan laRcis aGL S.rup Calc = MJ8 House laces. S QDEL: AIR Right-JOR Worksheet MATM-A` 0011MMUM6 Entire House DEL -AIR HEATING & AIR CQNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot229ThornbrookSantaRos... Date: 6/4/2014 By: FJF 1 Room name rm 3 loft 2 Exposed wall 24.0 1, 10.5 It 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 Room dimensions 12.0 x 12.0 It 15.0 x 10.5 It 5 Room area 144.0 It2 157.5 W Ty Construction U-value Or HTM Area (It2) Load Area (ft2) Load number Btuh/ftz°F) Btuh/f(2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.58 Z34 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9,62 12,44 0 0 0 0 0 0 0 0 2B-2fv 0.340 n 9,62 12,44 0 0 0 O 0 0 0 0 13A-7.5ocs 0.095 n. 2,69 1.67 0 0 0 0 0 0 0 0 11 2A-2ornd 0.580 n 16.41 16.85 0 0 0 0 0 0 0 0 2A-2ov 0.340 n 9.62 12.44 0 0 0 0 0 0 0 0 12C-0sw 0.091 a 2,58 2.34 0 0 0 0 6 0 0 0 2A-2ov 0.340 a 9.62 35.73 0 0 0 0 0 0 0 0 0.340 a 9.6 35.73 0 0 0 p 0..;.. 0.- 0 Q W 13A-7.5ocs 0.095 e 2.69 1.67 0 0 0 0 0 0 0 0 2A-2ov 0.340 e 9.62 35.73 0 0 0 0 0 0 0 0 13A-7.50cs U95 se 2.69 1.67 0 0 0 0 0 0 0 0 110C-v 0,340 se 9.62 8.71 0 0 0 0 0 0 0 0 0.091 s 2.58 2.34 108 93 240 218 6 0 0 0 L-', 12C-0sw 2A-2ov 0.340 s 9.62 12.61 15 13 144 189 0 0 0 0 W " t3A-7.5ocs 0,095 s 2.69 1.67 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.58 2.34 108 93 240 218 95 65 166 151 G 2A-2ov 0.340 w 9.62 35.73 15 0 144 536 30 0 289 1072 13A-7.50cs 0.095 w1. 2.69 1.67 0 0 0 a 0 0 0 0 2A-20v 0.W w 9,62 35,73 0 0 0 0 0 0 0. 0 P 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 11.04 11.99 0 0 0 0 0 0 0 0 0.026 034 1.41 144 144 106 203 158.`, 158' 116 222 F 2OP-191 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 20P.19( .. .. .... 0,050 1.41 0.71 3 3 4 2 0 0 0 0 F 22A-tpl 0.989 27.99 0.00 0 0 0 0 O 0 0 0 6 c) AED excursion 1761 1 379 Envelope loss/gain 878 1443 571 1824 12 a) Infiltration 412 131 180 57 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1291 1573 751 1881 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1291 1573 751 1881 15 Duct loads 142% 66% 547 1040 42% 66% 318 1244 Total room load 1838 2613 1070 3125 Air required (c(m) 97 118 57 141 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFsltsoft 2018-May-14 08:25.41 Right-SwleO Universal 2018 18 0 13 RSU24011 page 9AcAg okSantaRosaULS Lot229ThornbrookSantaRosaGLS ruO Cale = MJ8 Mouse faces. S DEL -AIR Right-JO Worksheet MOM,""'0®06 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407333.2665 Fax: 407-3333853 Web: WWW.DEL-AIR.COM Job: Lot229ThornbrookSantaRos... Date: 6/4/2014 By: FJF 1 Room name stairs 2 Exposed wall 3.5 It 3 Room height 9.0 It heat/cool 4 Room dimensions 1.0 x 253.5 ft 5 Room area 253.5 ft2 Ty Construction U-value Or HTM Area (w) Load Area Load number Btuh/ft?-"F) Btuh'f(2) or perimeter ft) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n'r 2.58 2.34 0 0 0 0V2A-2ov 0.340 n 9.62 12,44 0 0 0 0 28-21v 0.340 n 9.62 12.44 0 0 0 0 13A-7.5ocs 0.095 n 2.69 1.67 0 0 0 0 i t I-C 2A-2omd 0.580 n 16.41 16.85 0 0 0 0 I-( 0.340 n 9.62 1244 0 0 0 02A-2ov 12C-Osw 0,091 e 258 2.34 32 32 81 74 2A•2ov 0.340 e 9.62 35,73 0 0 0 0 2A-2ov 0.34o e . 9.62 35.73 0 W . 0 0 0 13A-7.5ocs 0.095 e 2.69 1.67 0 0 0 0 1G 2A-2ov 0.340 e 9.62 35.73 0 0 0 0 V r 13A-7.5(os 0.095 se 2.69 1.67 0 0 6 0 t-- .- 10C-v 0.340 se' 9.62 8.71 .. 0 0_ 0 0 V+/ 12C-0sw 0.641 s a58 2.34 0 0 0 0 G 2A-2ov 0.340 s 9.62 12.61 0 0 0 0 W 13A-7.50cs 0.095 s` 2.69 1.67 0 0 0 0. t/ 12C-Osw 0.091 w 2.58 2.34 0 0 0 0 t-G 2A-2ov 0:340 w 9.62 35.73 0 0 0 0 13A-7.5ocs 0.095 w 269 1.67 6 0 0 0 2A-2ov 0.340 w .. 9.62 35.73 .. 0 0 0 0 PI 12C-Osw 0.091 2.58 1.44 0 0 0 0 L-D l i DO 0.390 n 11.04 11.99 0 0 0 0 C - 166738ad_ 0,026 0.74 1.41 204 264 187 358, F 20P-19t 0.050 1.41 0.71 0 0 0 6 F 20P-19t 0.050 1.41 0.71 0 0 0 0. F 22A-tpl 0.989 27.99 0.00 O 0 0 0 6 c) AED excursion 31 Envelope loss/gain 1268 400 12 a) Infiltration 60 19 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 328 419 Less external load 0 0 Less uansler 0 0 Redistribution 0 0 14 Subtotal 328 419 15 Duct loads 42% 66 % 139 277 Total room load 467 696 Air required (clm) 25 31 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig Fttsof t^ 201&May-May0825 41 RightSuite Universal 2018 18 0 13 RSU24011 Page 10 okS rnlaRosaGLS,Lol229ThornbmokSantaRosaGLS rup Calc - MJ8 House faces: S DEL -AIR Duct System Summary Job: Lot229ThornbrookSanta... v v Date: 6/4/2014 HEATRIG a AIR CONW"QNJNR 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 568 RED ROSE LANE, SANFORD, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.162 in/100ft 1400 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.162 in/100ft 1400 cfm 148 It 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 blh 2 c 791 30 36 0.308 4.0 Ox 0 VIFx 8.0 70.0 blh 3 h 765 40 29 0.293 4.0 Ox 0 VIFx 12.0 70.0 dining rm c 3462 68 156 0.176 6.0 Ox 0 VIFx 41.3 95.0 st3 family rm h 4266 226 172 0.162 8.0 Ox 0 VIFx 53.2 95.0 st3 kitchen h 2965 157 149 0.185 7.0 Ox 0 VIFx 34.6 95.0 st3 loft c 3125 57 141 0.232 7.0 Ox 0 VIFx 18.5 85.0 st2 mstr bth h 1068 57 16 0.197 5.0 Ox 0 VIFx 22.7 99.0 st4 mstr rm h 3222 171 133 0.185 8.0 Ox 0 VIFx 30.6 99.0 st4 mstr we C 7 0 0 0.193 4.0 Ox 0 VIFx 25.2 99.0 st4 mstr wic C 7 0 0 0.200 4.0 Ox 0 VIFx 21.1 99.0 st4 open to below -A h 2508 133 112 0.216 8.0 Ox 0 VIFx 25.9 85.0 st2 pwdr h 1058 56 37 0.178 5.0 Ox 0 VIFx 39.6 95.0 st3 rm 2 h 1968 104 85 0.282 7.0 Ox 0 VIFx 15.0 70.0 rm 3 C 2613 97 118 0.212 7.0 Ox 0 VIFx 28.0 85.0 st2 rm 3 wic h 269 14 10 0.216 4.0 Ox 0 VIFx 26.1 85.0 st2 rm 4 h 2582 137 128 0.264 7.0 Ox 0 VIFx 20.8 70.0 stairs c 696 25 31 0.309 6.0 Ox 0 VIFx 7.6 70.0 utility c 1032 29 47 0.189 4.0 Ox 0 VIFx 28.2 99.0 st4 wrightsoft' 2018-May-14 08 25 43 Right-S610-0 Universal 2018 18-0.13 RSU24011 Page 1 ACCK _ okSanlsRosaGLS t_ot229ThornbrookSanlaRosaGLS rup Calc MJ8 Rouse faces S Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk SO Peak AVF 257 195 0.185 470 10.0 0 x 0 VinlFlx st2 Peak AVF 301 381 0.212 485 12.0 0 x 0 VinlAx st4 Peak AVF 257 195 0.185 470 10.0 0 x 0 VinlAx st1 st3 Peak AVF 506 514 0.162 655 12.0 0 x 0 VinlAx Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mall Trunk rb1 Ox 0 1400 1400 0 0 0 0 Ox 0 VIFx wrightsoft" 2018- May -14 08.25.43 Right-SuiteO Universal 2018 18 0.13 RSU24011 Page 2 okSantaRosaGLSrLot 229ThornbrookSantaRosaGLS.rup Caic = MJ8 House faces. S 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot229ThombrookSantaRosaGLS Builder Name: TAYLOR MORRISON Street: 568 RED ROSE LANE Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the 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 sorinkler cover olates and walls or ce4linas a. In addition, inspection of log walls shall be in accordance with the provisions of [CC-400. 5/12/2018 11:55 AM EnergyGaugeO 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: 0 This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 0 Energy Performance Level (EPL) Display Card (one page) 0 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 0 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: 0 Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) 11 A completed Envelope Leakage Test Report (usually one page) 0 If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 5/12/2018 11:55:09 AM EnergyGaUgOq) - USRGSB v6,0 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: Lot229ThombrookSantaRosa GLS Builder Name: TAYLOR MORRISON Street: 568 RED ROSE LANE Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2138 sq.ft. Cond. Volume: 19670 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50) from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) 3 Pa cfm 4 Pa cfm 'Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402. 4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures, 2. Dampers including exhaust, intake, makeup air, backdraft and Flue dampers shall be closed, but not sealed beyond intended infiltration control measures, 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553. 993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 5/ 12/2018 11:55 AM EnergyGauge(r) 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: 568 RED ROSE LANE Permit Number: Sanford , FL , 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401. 3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402. 4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402. 4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402. 4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402. 4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. T Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402. 4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907, R402. 4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/ 12/2018 11:55 AM EnergyGauge@_R) USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, Floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0,944 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. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying Fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515 1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/12/2018 11 55 AM EnergyGaugeO USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimurn 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 Sl 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 5/12/2018 11:55 AM EnergyGauge(,,USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1, R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/12/2018 1 t55 AM EnergyGauge r< 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 (Mandatory e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 5/12/2018 11:55 AM EnergyGauge a USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 Ax.sc iv. l'Ntt C'nPn ent t0 Oof Or .011 op 42X42 A/C SLAB BY BLDR MIN 2FROM WALL A/ C ; PADt ties: WINDOW S WINDOW L^ VANDOW CALL-OU ON 14Vw nw'. 3r Dw L433w 13w 8 SP w 0 34 M it'1t z r sw new xs+ swuw N GC ISM NaWOolaHOYd FORT W t*M M kD N5'e1.ATM W' O MMFACiM ° iECWWD& RM' 0 FLXR -LA* FOR 5m_0 1'# D lSBYi£ NIGS• CASFTENC: yawl aecw rt• a aiid i 9txA w tea• 4" bath duct to roof or waU cap w/ fan-light Nutone 763RLNB Tronsfer ducts/ grlDes SQed in conplionce wlth Florid. R—idl—Lol Atding Code - N7602.4 Botonced et„rn Air, exceptions 1-3. Builder provide unrestricted 1 Inch undercut on doors to hob'itab:e w Must have a nininun clearance of 4 Irches Ground the air handler per the State TYPICAL WOOD WINDOW SCHEI WINDOW W1- w1N"t i7 w' dl a I WFG' 71' w0fa = fA w mww z a• sww wiow 3 Aa sow wxw v em w w`c w an aC f-: iT M460 t 0-Ell WM&M WIAJA' C! ruuAC' JE 5KCF"T0 Z U0 tFLOCR:.64 w GL cfSKL': ANG SfX1iA56Hilect Yfw.roR maaa' wn•m nwrReuscode. Atl duct has on r 6 insulation value. E Rating 4 0 T o r L Ln m Lu > z z o w 3 Q J 0 D Q O_ M a- J L) O O Ex t.. AJASi'f STACK 2ND FLOOR3 iERivilMAnhG 70 SHE 15T FiCOF. to AAV KiTEHEN MASTER BATH f POWDER BATH TAYLOR MORRISON HOMES THORNBROOKE S.F. LOT 229 HOUSE TYPE: SANTA ROSA W/ 2ND LAV IN BTH 3 1ST FLOOR TAYLOR MORRISON HOMES I THORNBROOKE S.F. LOT 229 HOUSE TYPE: SANTA ROSA W/ 2ND LAV IN BTH 3 2ND FLOOR BATH 2 A A J BATH 3 3" WASTE STACK FROM 2ND FLOOR TERMINATING TO THE 1ST FLOOR DESCRIPTION AS FURNISHED: Lot 229, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. jled - CW/ J IJN 1 4, A2019 ok to construct single family home with setbacks and impervious area _ to' LANDS shown on plan. ,5a p„,cf Asa x-s4 e Yo.9.0 , Z 16.09' 1? I+• w LOT 228 1 CJ1 5.13' IOWA AVENUE R/W VARIES) N 89°58'00" E E 57.97' N GAPE & WALL, FENCE ESMT. N. 26.80' LOT 229 34.80 16.0' AIC 0 op LANAI 5.15' 30.0' 0 1, o oa PROPOSED RESIDENCE oN o 0 SANTA ROSA z o ELEV - INCLUDED GARAGE LEFT 5.0' ENTRY- 8 7 5.15' jUi 21.3' DRIVE 26. 9' 25.20' 10' UT11. ESMT. I _ LOT 230 D=10°30'48" P.G. R=100. oa' WALK L=18.35' C=18.32 N 89°58'00" E CB=S 84042'36" W 17.14' RE1 6 ATELVL/C11 1.;9Qp J 50' UTILITY AND ACCESS R/W) TRACT I Qom`' PROPOSED = FINISHED SPOT GRADE ELEVATION BUILINNQ SETBA9K-S: PLOT PLAN ONLY*' PER DRAINAGE PLANS a PROPOSED DRAINAGE FLOW FRONT - 25' NOT A SURVEY) LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 22.5' REAR = 15' t+ SIDE = 5.0' SIDE CORNER = 10' PROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN PER PROPOSED GRADE PER CONSTRUCTION PLAN ANR OR INSTRUCTIONS CLI NIr(NOT FIELD VERIFIED) GR U,SI.'Ntl EYER - SCO TT LEGEND ^ LEGEND P PLAT PXU_ POINT ON LINE F FIELD TYP TYPICAL lP. IRON PIPE PR.C. POINT OF REVERSE CURVATURE IR. IRON ROD POINT OF COMPOUND CURVATURE C.M CONCRETE MONUMENT RADAD. RADIAL SET I.R. I/B• IR. /BLB 4596 NR. NON -RADIAL REC, RECOVERED V?• WITNESS POINT P.O.B. POINT OF BEGINNING CALC. CALCULATED PD.C. POINT OF COMMENCEMENT PRN. PERMANENT REFERENCE MONUMENT CENTERLINE FF. FINISHED FLOOR ELEVATION NLD NAIL L BS.L. BUILDING SETBACK LINE R/V RIGHT-OF-VAY @.M. BENCHMARK ESMT. EASEMENT B.B. BASE BEARING DRAIN, DRAINAGE UTIL. CLFC. UTtLITYCHAIN LINK FENCC VOFC. VaOD FENCE CONCRETE BLOCK P.0 POINT OF CVATURE P,T,. POINT OF TANURGENCY DESC. DESCRIPTION R RADIUS L ARC LENGTH, D DELTA CC.D. CHORDCHORD BEARING NORTH LVI J,OJU V.t1. LIVING 1,157 SQ.FT. GARAGE 451 SO. FT. ENTRY 74 SQ.FT. LANAI 128 SQ.FT. BREEZEWAY- N/A SQ. FT. DRIVEWAY 409 SQ.FT. A/C PAD 9 SQ.FT. WALKWAY 76 SQ.F'F, IMPERVIOUS = 40.9 2,303 SQ.FT. SOD 3 327 SQ.FT. OFF L A ULA ION R%W 287 SQ.FT. APRON 53 SQ. FT. SIDEWALK 175 SQ.FT. SOD 59 SQ.FT. MAL AREAS: AREA 5,917 SQ.FT. DRIVEWAY 462 50. FT, SIDEWALK 251 SQ.FT. Cr7Tl T 1AA nO I-T ASSOC, INC: — LAND SURVEYORS 5400 E. COLONIAL DR. ORLANDO, FL. 32607 (407)-277-3232 FAX (407)-658-1436 NOTES: 1. THE UNDERSIGNED DOES HEREBY CERTIFY TENT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH 8Y THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMWISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES 2. UNLESS EMBOSSED WITH SURVEYORS SYGNATURE AND ORIGINAL RASED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. 3, THIS SURVEY WAS PREPARED FROM TITLE INFORMA77ON FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR ELSEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDCROROUND WPROVEMEM'J HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. S. THIS SURVEY IS PREPARED FOR THE SOI£ BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT 8E RELIEO UPON BY ANY OTHER ENFIFY. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT 80UNDARY LINES. 7. 90VIINGS. ARE "M ASSUMED D4IUM AND ON THE LINE SHOWN AS BASE 8EARWa (B.B.) 6. ELEVATIONS, IF SHOWN. ARE BASED ON NATIONAL GEODETIC OATUM OF 1920, UNLESS OTHERWISE NOTED. B. CERTIFICATE OF AUTHORIZATION NO. 4596. CERTIFIED BY: SCALE I--^ 1+ - 20 —1 1 DRAWN BY: " ' I J—. M. 1 PLOT PLAN 05-11-2018 ORDER No. 3013-18 THIS BUILDING/PROPERTY DOES. NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' ZONE •7C• MAP N 12117C 0055 F T CRUSE MEYER, R.L.S. 1 4714 JAM W. SCO R,L,S 1 4801 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRADA 3400 St Johns Pkvvy NEC 2011/FBC 107 FLSANFORD, FL T R A D 17/ 877-906-1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS misc MODEL: SANTA ROSA BUILDER TAYLOR MORRISON SUBDIVISON VOLTIAMPS LARGEST LOAD: HEAT PUMPS =SUPPLEMENTAL HEAT 9418 Includes Heat Pump and Heat Strips on together @100%. Square feet living areal 11381 3 volt/amps 6414 Small Appliance Circuits 3 4500 Laundry Circuit 1 1500 Dishwasher 1 1500 Water Heater 1 4500 Range 1 8000 Oven 0 Cooktop 0 Microwave 1 1100 Dryer 1 5000 Disposal 1 500 Pool 0_ TOTAL OTHER LOAD FIRST 10KVA@100% 10,000 REMAINDER @ 40% 9206 LARGESTLOAD 9418 TOTAL LOAD 28 624 V.A./ 240VOLTS= 1 119 SIZE RECOMMENDED 1 150 MINIMUM PER 150 SERVICE SIZE: I NEC 33014 2 2.5 3 3.5 41 51 4032 10000 6500 5040 10000 6500 5280 10000 6500 6168 8000 5200 1 6888 8000 5200 1 8160 10000 6500 TON QTY KW 1.5 2990 5000 3250 0 2 4032 5000 3250 0 2.5 5040 5000 3250 0 3 5280 5000 3250 0 3.5 1 6168 5000 3250 9418 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 9418 POOL PREWIRES Q1Y'= S v 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, N ENGINEERING PACKAGE Builder: TAYLOR MORRISON HOMES Project: 9A6/9A7 THORNBROOK Model/Building: 213MA/213MB/213TA/213TB/213SE Lot Alt: 02/ Lot: 229 Address: JobNumber: N330090 Block: Unit: 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 THIS OWN PAEPAREO FRO" COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS MIR STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES StrongbacK Bridging Guidelines for Roof Trusses St^ongbac''c Dr'dging for roof trusses is not a requirement of ANSI-TPI 1'2002 but it is a strongly recommended guideline by Carpenter Contractors of America. It serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they are uniform along the ceiling line. This, in turn helps minimize wavy ceilings' after the installation of drywall. 2) Bridging helps 'planing out' the transitional or relative deflection of adjacent trusses due to an offset in spans, in either case, strongback bridging should not be attached to adjacent trusses that need to be jacked into place more than lr :nth. 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 strongDack bridging should not be attached between common and girder trusses that have more than U Inn different?al deflection. STRONGBACKS SHOULD BE ATTACHED TO HALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGEACKS SHALL BE A MiNINMUM OF M , AND SHALL BE ATTACHED WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 X 3' GUN NAILS TO A 2X4 fERTICAL HES MEMBER Tire graphic shover, on this detail is for generic illustrative purposes only. Tne exact location of strongback bridging will be specified by Carpenter Contractors of Asrerlca. The use of strongDack bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Build`ng Designer. The nailing requirements shown are consistent with ANS1ITPI 1-2002 for strongback bridging. I II VI v"T,." \ -. , -—/ N.T.S -Not To Scale) 6os?oogeacBpdetbidsDete5638-c35A0RfFI1 ) Design Crit: TPI.2002(STO)JFBC r;/Q'I/Y lPLTTYP. Wave C RT=-s.00 i.25 1C 0 7.31.FL 1 lE Nu ENs•• TAusaca uaruc r nac caaa :. r,auuna. aA,nsw. ;. u,w ,Aa ,aaaAAA. c.scaasn,-a ,w,s*a s TC LL PSF REF R081 - 48357 a c, tw a as a ro I. « n a _11L, DATE 01128f09aaurxi` c .S. u;iTlITOO , aiTiq i o,mA c .+ M.c uA csc sa— uu v,vs s,oacac. A-T c«ca z,,,,..w,. n atta«:«c ,onm cwa; a+uu T B TC DL PSF ramcxc. ATTAcwm atmc nnA a. Sf ram ty"g'ai' BC DL PSF DRitl HWiRd$1 09209398 HC-END DR/DRIMPOBrAMT'•ru„s« , aary S, Tw;a acs,a« TO Tw F.AaTA„AAT,a« .am At' at »c" ncureuaca,a„ A ,.Aa< a m a v n mTm«aA.,n N0.62212? BC LL PSF ALP I NE cw ,',au n .. wA«uAw, «anAw, ,«aTA,uAS a aA,ana OF -`unaca,. onsn covrwo rill ,mA.1 rAmuAaea NA mac ocuaA AaacT AR36 TTW80ftq CaTw+wn.Iv Group ino. Hauu CScv, FL 33844 F7.('flP.#0278 AllI --I" tovwc,'0 Au,ea ,Ac Awe ., aoT,+n a„ !v.:vaarxA +a-r ,as> osue +aAae n. Aya— uA . I",'1ATcaToc,c« r,a ar TA as, A,o. uncas aTwav:ac cacATco oA -«,s ocs.s«, x i-, 'IA SA,«,Ass ,. A.,. sncTio« a n,Tc, ra:u n t+, a L It '. AAwa A, sct.A.'« vow Tu,c+na ,stoTAAa eio>Aacaa,oruc as IAaa,iab ua.aa„AAAn wAt r T«c +Atnv roa .* i oc i ov,s«oiai,aea aas,.xx sz.: uc.v1. *«u w«oaacxT roa AxT ,uua w IS iuo+earovvuui,aoa«i«e as Ac STATE OF p'-...e[ r.A{tcF ., Obit)• Jul /Uf yt': OT . LD . PSF DUR . FAC . FROM SPACING JREF- 1TTQ08i_Z18 HU/HUC/HSUR/L Hangers Al HU and HUt' P'Odu(AS are heavy-duty (aoe-MolfA joist ha,igers made from I 4-gauge galvanized Steel. The [ AC is a concealed flange (face. flanges turned ink version of V io HU. I il,, is available with hoth Flanges concealed, provided the W dimension :S 2Y46" or greater, at 100% of the table load. Soacify HUG. I it, is available with one 'Uncie concealed wl)e,) the W dinne-sior, is Vss than ?Y%" at 100% of t,)(,, tame bed. 6 'U 3_ Material: 14 gauge Finish: Galvanized; AAW and stainless steel available Installation: V "A Drill the Yii,"-diameterhole to the specified embedment J(,[)tll [Aus 1"2". Alternatively, (JA the,'N"-dorneter hole to the specified embetenro.ril depth and 1)1-.w it clean using compressed all. Gajtion: ')vorsizi fl-(UrrhAt;r fv-Aos in the baso, material VIA reduce or eliminate the mechanical interlock of the threads with the tease material and will reduce the anchor's bail capacity. 1, 11 A: 1, A"' A, 1, J' o'. A!-iinirrnim end anri edge distance of 1 1/2" is required. Options: J, Codes: See p. 14 lot Code Reference Key Chart Concealerl flange, HUC41 0 IS SIMPSON] HU214 HUC41 0 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall 279 SimpscnS.rung-Te Wood Cons Cc, it uction nnec: tors HU/HUC/HSUR/L Hangers (cont.) Allowable Loads (DF/SP) Model No. Fasteners 6RIM4 Concrete Code StandardSt. C oncealed ci C' u Concrete Joist Uplift Down Uplift I Down net. titen, 2 Tilfml 2 100/1 n) 0 nl 1 HLI26Y 4) 4) 2) Ind x jl 1,000 335 1.545 HJ28 IR128Y 6) e 4) 10C x' lb" 1,500 I /60 2400 Hum Hu2'oX 9) 8) C 10x 1 W' 2,0nO 760 2,415 HM46 common 760 2,00-0- 780 3,200 11 46 j (Max.) 12) 6) 10d common 5 kW H J26-9 (Min.) HUG26-2 4) 1 Od common 760 3 20,0 wi'(- 2 (ma-o 12) 12) 16 Irid anion 1 135 Wo 135 3950 A HJ4 ( Max) 11 -- l' 4 4 f6) 10d comma 1135 13 4,920 fij28- 1 (t11in.) IHUC48 _- HUG128- 2 14) 10) 10% 0) lfjfi common 160 3, 5 Iro HJ28-? ( Max HUC28-2 14) 1 4} t6i, 10d,,6mT0n 11,35 3 SOO 35 4920 6) 10d mammon 1135 3,500 HU410 ( Max) HUG 410 18) 18 10)10d common 100 4,bou 1800 4M20 HVI0-2 (Min.; HUC,210-1 14) 14} 6m I 1 13 5 3,500 135 4 920 HIJ010-2 18) 18) fl 0) 1 Od r'cnvfmi 1.800 4 5:'0 I'8')0 5oe.") w 45 F8X 6) 4'"x'-L_. 4) 10d x I Iff 670 1,500 670 2 400 HS()L/R26- 2 We) HSUL/RG26- 2 1 11 I2) Q) J 4) 16d x 2h" goo 3,00o goo 3135 HJ(,2--? 4 4) i2) I Od comTon 380 1 000 3 0 H " J2 , 1 ' 2 10) 6)10 Wh" 1,135 5(i 13S 2,665 fid? 14 12) 12) 6) 1 Od X I 1 135 15(5 135 2 665 HJ26-2 (Min) WC26-2 (Min.) 8) 8) 4) 10d common 60 2,000 760 I 3 zoo 0 T!", 12} mmon 1,135 Ooo 7"i""'ai 77- qo170 H'P6-3 (Min.) Min. 77,," "T R) f4) 10,1 common 760 0 0 760 rr, I 1, 126-3 ( MI') I (M'u,) 1, 12) s l) I f"'d „Om r0:1) I 13S I'V 135 3 950 C 0 HUC28--2 ( Min.) 0-06 -Y 4) 10d common 725 C HIJG28-,2 (Max,)" 14) 14) 1 10 d m 11135 3,500 1,136 1 4,920 C2HIVI0-2 (Ma; 1 11 11 1 - 14) comrnt, 11 6) Ifid "' vill ')'I 1 1 11 11 I' ll I 15 111-11 1 SOO I I- 1 1 "I' ll" IX, 1-111-11-11 " 1 '' 1 4 9X) 0 (j Max) WC210-2 rMix.) 18i 181 10) 10d mmn, 1,800 4 O I 830 08--, INS 0 Ij in:) 3{ Max 0616wi Min., 1 H66 3 14) 1 6) 10d sommon 10) 1 od common 1, 800 4,500 1,800 5,085 P'1212-'I (M"".) HUG212- 2 (Min') 1O 16) 16) 101 :A m , on 1 135 000 13!j 4910 H,J212-2 !Max,) HIJG212- 2 JIaO 221 22) 10) 1 Od common 1,350 0-15 1.350 5,085 LtJ21-13'(Mk) MG212-3 Min.) t (16) r L-4J2 16) L_j 6) LOd m 1,135 4WO 1,1j 4,920 HJ212-3 (Max.) L _ _!I,_ 10) 101 crmffw,, i 8g0 5,08 E:: 5:0:81 HJ214-2 (Min) WC214-2 ( kin.) 18 18) 810d somTon 1 1,515 SIS OKI H,J?14-2 (Max,) HLIC214- 2 (Max.) 4) 24) 121 16d common 2,0-5 08,5 01-s-: 538F-I 140214-3(Min,) 11UG214-3(Min,) 0 81 "4" 2x¢ 18) < X 4" (8) 10d common 1,515 4 500 1,515 5085 HJ214-3(Max,) 12)10drommoll 2015, 5,085 2,016 5,085 H.1216 8} I od x I V", 1,1515 2920 YS 2920 InJ216-2 (Mitt.) oUU216--2-(Mm,) HO 2 01 -, 7", 6i (8) 10d common 1,515 4,920 1,515 4 9P0 Ma,) _-: T- 6) "V," 26) 1 ( 12) 1 Od common 2,015 S'oM 1 5-6 08-S H-'j ? 1-6 - i -(M! n.) Od common 1,515 4920 1 4,920 IIJ216-3 (Max,) I Wax C216- 3 (M.) 11111 -------- --- 261 j261 0210ilcomnon2O' S 085 01h 5 Ops 1. U141f: k)ads I)ay., hler ',.. eased for earlhqoake or w nd d-ration wit' no twirelF nn'--ase is alowod; 2. M rmn- 2 5GOI psi and ^ Jn mjm 1.50E psi. 3.Who .. Doty e,ne flange is wr,ceakd 4)rx;ify right or left fwgr,. 4. M(y-jet, with "X* are not st,)Ck it",, Fa"to "" 2 280 UPDATED 04117117 Simpson Strong-Tle Wood Constiuction Connectors HUIHUC/HSURIL Hangers (cont.) lhe'se produrls are 3va4able wdh adaioonal corrosion protection. 1'or more into -oration, see P. 18. AlOwabteLoads{OFtSR) ; Model No. I Fasteners ---- m 6FCAW Concrete Cade .._ ,.,... net, ; Standard Concealed' { Ti t M(1 { Cancret2a Joist UWPft dakm Uptift Rewn Titee (160 t100t12s} (160} j 1( 001125) HUd4 HUC44 (41': (4} (21t dcommon 381 1000 380 1 1,545 NU46(Mm) HUC46(Min.) {$} ,F eµdcommon 7G0 2,0a0 760 5,200 1 ; HU46 (Max.) HUC46 (Max,) j (12) '777-77 102) "x a. ? (6} 14d common 1,135 31000 1135 3 350 H1i48 (Min.) HJC48 (Min.) 00) r ', ! (1C} .t ! (41 C d common 76(1 2,500 760 Ht 48 (Max.) HJG48 (Max.} 141 (141 (6) toil common 1,135 3,500 1 1,135 1 4;92C 111,1410 rMm) HUC410 (Min,) j {14} , Y(141crnon 1,135 3,500 1,"135 4,920 f `HU410 (Max.) HUC410 (Max.) r18) ([- 188) (10)1On common 1,800 4,500 11800 4,920 Hl'412 Mir;,? H.If4 Nn; (161 061 1.135 41100 1,135 92o l IU412(Max.; HUC412 tvtax.) f221 , t221 , (Wloci Common ".800 SOBb 1,8w0 b,08S - HU414 (Mm) Hi1C414 (Min (18) (18) (8) tGd Amman 1,515 4 500 1,516 5085 Ht1414 (Max.) NUC414 (Max) (24) (4} {12)1pd cammoh 2,015 5,085 2415 5p85 lIU416'Min.) HJC416 f5n. (20) (201 '< e 1 = (811Cdcommon 1,515 4.920 { 1,515 4920 HU416 Max.) HJC416 Max.) (26) 4 :. (26i 021 LCd cornmon 21015 5.085 3,015 5,085 NU66 (Min.) H JC66 (Mir.) (8) ' t8 (4) 16d common 90L 9tiC1 1 1260 HU66 (Max) HUC66 (Max) j 12) (12) (6)16d common 1,345 3 000 1,345 3,950 IIU68 (Min.) j HJC68 •Mm,) (lot (IC) , ai16d corrmcn 900 ? 500 900 3,7_5 HU68 (Max.) HJC68IWO 4) (14) 6116d common 1 345 3,500 } i, t45 4.920 _ HU610 (Min.) HUG610 (Min) (14) (14) (6)16d common 1345 3,500 1.345 4,9?0 HU610 (Max.) HOC610 (Max) n$j : (18) V 8) i6d common 1,795 4,500 1,795 5 0$5 Ht 6V (Mo.) Halt("? aMat. (161 - 00 r' (611 6d cornmor 1 345 4,300 1 34., 4.92C 0I Ht612(Max') HJr612 Max.) i8iICdcorn -1 n 1, 7% 4920 795 4920 70 „0 HU614 ( Mfn } MU 614 Mm 1$) (18) (8) i6d common 1795 4 5U0 1795 5 U85 q0i HUh14FIX614 Max 4 G Max( } ` } C2 } w( 24) ( 1 c) 16d cnmmal 2 01S 51-1--l-,1-1- ! 015 5 06S tibCi6( Mia) NJ(.6 6(Uu1.( tp) (Iol (8i, dcomnwn 1 795 4,920 1,795 4.92C C 4j ILU616( Mc)(d HX616 tMax.l (>s 2fi{ tat ?) 1 CO ,.unnrwl 2 015 5 385 2 015 5 p85 Ct 4+ HU71114in.) ( Not available) i (12} l (12) (4)10dx1 §` 2,980 760 2,9$0 C 0 Hf17 ,' Ma) } {Nat avarlabfo) (16) (16) f3)10d x t 1h 2 085 3 4735 1,0 5 3,A85 uQi .... w, _ _ .... _ .. _ '_ 4 __ _.- to HUA51j (Not av vleble! 181 , 18) !6)10d x i S4 i 135 3,230 I 1,13` 5,230 . V til'J , Max.) (Not avail<,510} (241 r s (24) (10) IOd x 1 sx' 1.445 3,135 1,4v5 3,735 HUI1 (AAm.) ( Notavadeble) 2?} , i (22) (b) 10dx 1 rh 1,135 3,230 1,135 3,230 HU11 (Max,} ( Not available) (30) (0) , r (10)10d x 1 rh 1,445 3,735 1,kd5 3,735 r t1U14 ( Mir.} (Not available) (281 (28) - B) Lod x 1 v 1,515 3,465 1,515 31485 HU14 (Max.} ( Not available; ,363 - (361 (14 10d x 1 r ' 2.015 4,245 2,015 4,245 N1,13. 2"xJC (Not available} 1 (22) ' a x I A' 1 (22) M" ,r P xc<' ' (10)1Od common 1,895 v 5, 0# 5 1,895 5,fl$5 HU3 25112 ( Ntit available) (24)_.. _ .-._ ! (24).._ (12)10d common 2,015i 5,085 2,015 5,085 ' HU410 (Min. JC4 9 ? (Abrc} 41'C (6)16d comnx n 1 345 3.500 1 1,345 1,920 HU410 2 ( Max.) HJC4 J-2 {Max.{ ,18} -: (ti=} (81 t4;d comwil 1.795 4,500 1,195 ( 5.085 JG412 (t6) ( 16} cammanl 1345 4 000 UC41 2( Max } (22} ' (2?) (10} 16d common 1,84NJ 4 92p 1,800 4,920 w ILU412 ( Min.) f11G4 4 2 (Mn1) (20) . i20) ' : (8i ICA ammcn 1 7% 4 920 1,79> 4,92C HU4142{Max) H,ICAt41(Max.} 26) g6t 12)16d<onxnai 2015 5,08,5 2015 5,085 llpl=f', loads hay. JnEA= ic"easee for corthnuam or w r n dr,ali", v ith no fijrtt or in-rea„ , S :dlousd . _ 2.V v,t n, ", - 2 56L= Psl a d * nantrrn t,n _ 1,5Jo PS_ 3, When or$y one `iange is concealec specify ,olt ar left Concealed flanye. 4, Akoc? k45 with 'X° are not Stock items. F_asFene • ' •• >' r 281 UPDATED 04/ 17f17 Simpson Strong -Tie' Wood Construction Connector's SIMPSON Face -Mount Joist Hangers EEREp O This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower j installed cost, or a combination of these features. All hangers in this series have double shear nMriq — an nnovalton that disinbutes the load ,hrough two points on each joist nail for greater =, ngth. This allows for fewer nails, faster installa[on. and the use of all common nals for the same connect oil. Doutk Site,` 1 hangers rase from the light ca racip, LUS hangers tc the highest capacity 11GUS hangers. For medium bad truss applications, the MUS offers a lower cost alternative and easier installation than i t , HUS or THA hargets, while providing greater load capacity and bearing than the LUS. HGt1Q hangers provide similar capadUes as HC L1S double-shaar hangers, but they use Simpson Strong-Tiol Strang -Drivel SDS Heavy -Duty Ccnnecicr screws instead of nails for faster and easier installation. In addition, the Str(,rng-Drive SDS Heavy -Duty Connoctor screws help transfer the load t)etwoen the piles o* the supporting girder when they pe,7e8rate all pies, Material: See Tables on pp. 236-237 Finish. Galvanized, Some products available in stainless steel or 7MAXI coating: see Corrosion Information, pp, 1518. Installation: Use, all specs' d fasteners seP Gmoral Notes. Nai1. 5 n r st be din,e i at an angle through the jolt or truss into the headerto achieve the table kids Simpson StiorK, G e StrcxxJ (7 va SD 1ieauy-DAty Conne for screws are supplied with the HGUQ. to thickness of 1ho sur.poMng girder must boc lucl to or greater than the screw length for applications where the length of the, supplied screv s exceeds the of the sapwrtirx) girder, 3" or 4 rh" screws may tx7 substituted ?or Ole longer length v4rews v,ith no load reduce on c,r a shim blrx;k may be rised as approved by the Designee Not designod for wolced cr nailer applications. Options: LUS and MUS hangers cannot be nodified. Concealed flail s are not available for HGUS and tiHIS. J her sizes available; C;Orisult your Simp,,'on Strong-T e representable. Codes: See p. 14 for Code Reference Key Chart Dcjbk,-S1, wf G^n. irar D7'Gt" e- Na.heg N : 4 Sic Shea' Sine View w jAvarF<rTrle < Nailing ' Igo eel soma rno4 lip View.. bend tab U.S. Parer A ti a s r V HUS210 HUSP6, HUS K, and HHUS sirnr7a') t 1 ` or 2x`s t A6 for 4xs C O t t` a Illy/ LUS28 W -I UTI'MUS28 2'_s d H o' IWIlly HHUS210- 2 Typical HUS26 Installation with Reduced Heel Height Fruss Designer to provide fastener quantity for connecting multiple rnemblats together) 235 I 236 S;mpson Sfrong-Tie Wood Construction Connectors LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) I* P'0(juCt_ are rn,8,UAe -tt, ajdmrdl Or These vodvc;a are _,rix:,ve-c for it with the &,onq-D-je• protection. For more see ,). 18. 3D Cx)w)e.c!,-,, screw. Stx 39-4(, for more informaton. SS SS table, Ix,,Iuw V- 4; L Note: Fodn,en_!jrs al m'C ,, laj, jr)qua. S,, t,,,l,, 1()0j,,,,7,S,,,r (). 237. HHUS/HGUS See Hanger Options Information an pp. 121-123. HHUS — Sloped and/or Skewed Seat H I I(J, hanger-, ran he. skewed to a maximum of 45° and/or sloped to a maxvi 'Au 01 45' I or skew only, maximum allowable download is 0.815 of the table kiao for sl,, rrxed only orsk)pedand skewed hangers, the maxirrrurn alowahje download is 0.65 Qf the taule, load uplift loads for sloped/skewed conditions are 0.72 of the table load. not to exceed 2.475 1h. Tne, i(-) it must be b(,v(,[-(-,LJt tcallow for dOLJaleshear na ling i HGUS — Skewed Seat HGUS hangers can he skewed only to a maxim,r-, of 45'. Allowah[e loach, lr(,.: HGUS Seat Width Joist Down Load Uplift W < 2" Square cut 0.62 of table load 0.46 of table load W < 2" Bevel cut 0.12 of table load 0.46 citable load 2" < W < 6" Bevel cut 0.85 of table load 0.4 1 of table load 2" < W < 6" Square cut 0,46 of table load 0,41 of table load W > 6' Bevel cut 0.85 of table. load 0.41 of table load SIMPSON Acute side Slleciry angle Top View HHUS Hanger Skewed Right jo/x" v(-"/ col) q mustbelAlloist nails installed on the o'll' ifie, angle (non -acute side). Simpson Sirong-Tie' Wood Construction Connectors ( Face -Mount Hangers 1 Ei Of the OrojjCtS are available w4h ado. tio-,31 coirosor TIese, :)roaucts are approved !or llstalla*ior W 1, the SIro.)g-Gr1ve" pmtoct,on. nor see r. I& pr K Ccnnoolor scirov, See pp, 39-40 rcor mo-_ 1. Jpltl leads have oven ir,orcx%ed for wind or earthquake loading with no further increase allowed. Rez%rce v4,e,e 0+,e, leads govern. o3w -,Iozd nal:nq. 3. Vnir,)L,m heel r4lowr (; ree,jired toach,eve `:.A tabk,, loads. For k-,s_thar- n-n-ML,M heel ?-Kl`+;, S(IC, bi_'Vta, -,G-FM)FQ+L At strongtie.com. 4, IILJSS chord may I lni*, aIIQWLL)ll, loads in accordance with ANSVTF11 -2007. Sir, ioyon Stro, SoLotor " Scf!wj,c nC,k,deS the (1441M,on of C;IcSS-glall- In itS hanjel afin wRnk loads. Fur add 1. orr.44 aky,dficn, ;,y4aU Si., G. 5. Simpson Strong -Tie"" S:ronq-Dwe" SDS 1-eavy-Duty Connector screws are permitted` to be nsialloc through metal truss plale3 as approved by the Truss Designer, oovded of ANJ,PI 1- 7.5.3,4 and are, met nqvmo IhrCLYjh 'h6 oW6 Usir,) o 111Gxmum A ' bii;. 6. S<lxiq-D,e SDS Hoa'q-Dirty 'W'Ine0o screws th! pe Qtirate all el,e, Of the sUrlr,A)1111q giraa u, evJs MJI't a Gf , into 11,7, hist Ji' ay also be rjsecf to LVSfdr the loac, th'oiych A the pins of the sJofX)sting 9"Oe" 10hen St!Cylp-Dive SBS Cor"-,ctc, sc,,,vs do no; cenctra,e A plies Of the SUPPY!11g girder IrUSS, suplemewtal 3:ronq-Drive SDS Heavy -Duty I , c;,ovvs at It ,, harW_ may he root r roo v- tar %Oler Irw to t!" Muss ekes. not -peret-ate_- ny the face `asleneas, a-, detemnned by the Denqre% 7. Ine s_ppo,*ng girder truss mutt have adequate 11)ickness to a--connil)(,date the screw lelign, sc that the scmw coos nct orOiLAC CLA the back or :h,, 1, 1A),q St-o-g-Dirve SUS t feavy-Ujty Connector screws may be substituted for the longer S!,or-g-Dwc, SDS Connector wolf' no lend 3, Loads show, a e based on minmum a, 2K carryirg member for nailed hamcens. W, 11, 3x "erntrn, ,, ii"o , k"I x z! /z' na'k into 1, 11 hr rder pail I 6dcomn-, ons into the lost with ro lead redun,on. With single 2x carryng use 10, 1 X I rlmls Into the haadw and I1,d c-UITWM)sinto 11)6 lors`, Ond roduce the load to 0.64 or The !anle,value. D. Nails: lrrJ = (). 1t3:)' Aia. x3'i* k,,,. SO,, pp. ,4i-,)i rw other :d sv,s anti nf0i, mal'o'l. Q C 0 ZS237 HTU Face -Mount Truss Hanger The HTJ face -mount truss hanger has nal patterns designed specifically for shallow heel heigh*.s, so that full allowable. bads (with minimum nailing', apply to heel heights as low as 3"A". Minimum and maxirnun nailing options provice solutions for varying heel heights and end conditions - Alternate allowable bads are provided for gaps oetween tix: end of the truss and the carrying rnernber up to 'b" rnax. to allow for greater construction tolerances {maximum gap for standard aAowabl(' loads s':e" per ASTM D 1 761 and `J7' 47). See technical buHein T-C-f-AN FIT APS at strongtie.com for more if,lfortnation. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners: see Grin, rml Notes Can be installed filling round helos only, o` filling round and triangle, hakes for maximum values See alternate installation to, applic:alOns using the HTl ;26 on a 2x4 carrying member or 1-1T028 or HTU210 on a 2x6 carrying msmlxr for additional uplift capacity Options: HTU may be skewed up to 671h'. See Hanger C}ptions on p. 239 for allowable bads. Codes: See p. 14 for Code Rete,,ence Key Chart Mir, heel height Per Uzi* HTU26 truss and carrying member HTU Installation for Standard Allowable Loads For ':z" maximum gap, use Alternate Allowable I caUs.) Typical HTU26 Minimum Nailing Installation prccfucs xo apar_sexi ie installation With Vs'_ Stro g D rJax i , Connector , r. See rnoro infomtittic Standard Allowable Loads (1/8" Maximum Hanger Gap) l . Tire maximum ha•ger gaa is rneaWrcd between the joist (ar truss) enc ar_d the earring-orriner. 2. M r,,rmm heel h..iuhts tech rec! for yell :able bats d'e base`! vn a r iinhnurn 2 "2 pitch. 3. Uplift ha& boen vcreas.,c.: for wnci or aarthquak loading wi, z r; ,other increase allowed; redcce where other Toads govern, C Wind i 16D; is a downban rating. 5. For hanger gaps CeVerfn %` and ''b , +.se the Al.a rate lUlo.v.hle Loads. 4 , c4 "- xd c r ,ss-gm n t r stnn rrlav 1- it Acura Ie 1 +ads Ill wttn AN,1,1 Pl - , S np co l Strong-`ie" Connector Sakctor" SIMPSON Alternate Installation — HTU28 Installed on 2x6 Carrying Member t ITU2 t 1) sirnrl v) Sonware inekides the evaluator of cross -grain tension in its hanger ll waole bads. For adcat o'nal internV,= Mott, COntoCt 5itnpsot? 7, + o;as shewt ,rt, Laaed at. a minirru n 2-phi 2x c .r rytn4 air wber, Feu Ingle 2x catryrig members, use N i U (14o x 1 ih') rails' -to th 'beder arK! re.dc, e the allowable dowarbad tc 0.' of the value. T, e al wahle el lit s 100° of the taab bad. 8. Nails: 16c = 0.1 62" diG. x 3'fz" long, 1 A = 0.148" do. x 3' long, i (ki x i /z" = 0.14H' d+a x i ribog. See pp. 26r27 for other nal r^ s and in` tion. 238 UPDATED 04/17/17 HTU Face -Mount Truss Hanger (coat.) Il'ese products are aoprovei `or installation with Fie Strom -Drive"' SL7 Connector screw. See pp. 33-48 for mare info-oficn. Alternate Installation Table for 2x4 and 2x6 carrying Member 1, See table abo=re fer dimensions alai addboral footnotes. 4. Nails: 'yid - 0.162" da. x 3-/r' lorry, 1(dx t'f. = 0. I c8" dia, x t'h` hr'rg. 2. Maxr-um ha,rjo, gao for ostallatior is 't `. See pp. 26-27 for othe i al s zas and nforrnatlon. 3. W,nd j 16'1 is a download Alternate Allowable Loads (1/2" Maximum Hanger Gap) See table fco-ncte on P. 35. Options: See Hangar Options inionnakon on i)p. I21-123. Skewed Seat Skewable up :o 61 affable in single and 2-ply s.ze. No bevel cut roauiwd. Allowable Loads for Skewed HTU Hangers t, UpW kinds hava tx er increased for Wo d or 3. wximu " nevtyer yap end of Io st it *uss) a, d `'ace of eadogja,c loadi^g wth ne t,.irther Ircrease rnerber s 'h'. c3dcwe i. Reduce; w e; e' other kvNis dcwern. a. Nails. 16c = 0.162` dia. x 3 a Ion,), 131dx I l,z -: 0.148' dia. x I',,' lorg, 2. Allowable downloads may =.ot ne marked. 101 - 0.143' dip.. x 3' long. See pp. 2t'r27 for other nail sizes a. ,d information. SIMPSON 29 Specify ankle Tap View HTU Hanger Skewed Right z 51' O CC O 0 U) 4 N 3 239 THA/THAC Adjustable Truss Hangers r6 EER This product is preferable to similar connectors because y of a) easier installation, b) higher loads, c) lower installed N% rt cost, or a combination of these features. Pie THA series have extra Iong straps that can be field -formed to give height adjustat lity and top flange hanger cowenience, THA hangers can be in t tiled as top flange er face -mount hangers. THA4x and THA2x 2 models feature a dense nail pattern in the straps, which provides mare installation options and allows for easy *.Op flange installation. Material: See table Finish: Galvanized. Some predicts available m ZMAX coating, see Corrosion Information, pp. 1 b-18, Installation: Use all specif=ed fasteners- see General Notes, The following installation methods may be used: Top Flange Installation — The straps must be field formed over time header - see table for metimum top flange requirements. Install top and face nails according to Uhe tablo. Top nails shall not be within'la" from the edge of the top flange members. 1-cr the I I IA20, nails used for foist attachment must be driven at an angle; so Ihat they penetrate thuwgh the comror of the joist and into the header, I or aA other top (tame umstaAapons, straighten the double shear railing tahs and install the nabs straight into the joist. Face Mount Installation — IW A all face nails accordinc to the table. Not all nail holes will be fillod on all I I i(Acls, of i models where ?here are more nail holes than required, tie It west four face holes mus` he filled. Nails used far the joist attachment must be driven at an angle so that they r)ev ellale through the comer of U:e foist into the header, Alternate Installation — The THA 4x hangc;rs may he installed in a top fiance CAnliguration Using the tabulated tasteners for facca-mount installat on arc. achleve time face-rarocmt instalaton loads. Instal the tabulated face nails rnt c the fa ,,o and top of the carrying mer-iber. Nails used for the joist attachment must be driven at an angle so !hat they penetrate through the cGtr er of the joist into tf-re header, Uplift — Lowest face nails must be fillet. to achieve uplift loads. Options: THA hangers available writ It fe heacko flangoi turned in for J5/s" (except THA413) and larger; with no bad reduction - order THAC hanger. Codes: See p,14 for Code Reference Key Chart SIMPSON Pd bPWAbrINA422.2 YIU- 2 < a x 11, for 26.2reac42z kw2+ h'to, THA422-2THA426-2 THA29 K .Hf THA418 THAC422 Face naas Top nails Per table per table Double 4x2 - Use full table value Single 4x2 - See. G footnote 3 the double tabs and install t into the joist Typical THA Top Flange Installation on a Nailer A :op II-IA29) Alternate Installation of THA422 cx.;bh-Shear Dorru 0, n ufu Sear Doj^k.' Nail..,no Side VcwNaungS'mea` c de View (Available oo Nol Inn, Done« s .ero(fe') Top VPw : bend tab - us. I rlcni 2 tare hats Total) 4 top nails total) Dr— Straighten the double shear nailing talcs and instal nails sirasght Typical THA422 Top Flange Installation on a 4x2 Floor Truss Mount Installation Typical THA29 Top Flange Installation io rte 6 30 229 THA/THAC Adjustable Truss Hangers (cont.) F-1 P 0 4) CC 0 O to 0 230 These pr"uolc are ,hlble, wrh ad.1 fio"al co rrosion 'o"Oston m Ieolion. I-o, more n1or—ific.n e. , - , e p. 18. 1, Utplft qas been 6013i, `or wnd or ea,trq-oke, ha d irg wish no further Inc ease Alow,d; 'e'd ce W",,e "'tow Vatic; govern. 2."V-1 (ii"(,; is a dowka- rang. 3. For Single 4x2 top 1,I)Cwl -,anying -Ctn-erS cr single ?x oatkrt, !,,o lollowtog TPA hingers, car, be installed _-SiN 10d x P,2" top, nails and (2) 'Go, face nails wWn reduced allowable loads as noted: TI A4'8ri iM22, 1,4 1 `of 10, SF T! A 26: F.245If-,. 1`a, Or .S30 It,,, f- S 1, TI iA422-27HA426-2 2,345 Ih. f), DF/S", 2,0- 1) Ih. fo SPF, Load:. are nal;ec on hanger i,stalht ons at pa -,el points. 4. 1 ace -mount trslellattT loads are, based on m -um of 2-ply 2x carrying member. Forsirgk. 2x can -ling, mom"_ s, use 1 Cd x 116" nails iilo the ra-yng --embc, and tabulated fastc.rors into We cared member, a, C use 0.80of the lank vie for 18 gauge, and 0.68 of the table valie, to, 16 W,,t,,qe and 14 gauge. 5. M,,,, lcp Fhngc, r, u. .o Wv',' " -'r,xr, 0 s',,[) !!m( - 1bt fom,ocl he 1,eadm 6. Fo, the THA 2x - ooA,,,, one t,afj 'll'y be installed 6G,afd,ng tc !! " nx)_nJ nA,nq e,za, en- ts aqc the ether strap wrappedovetnu r thetSchord according to toptla,ge, "I'fing n I te-e'nts (see drawnc on p. 229; anc, "ch." Vo "Al!'InAlteo top fhngc insf all, iron lows. 7, Nails: Cd = OtI62' rfia, x --i' long, 101 = 0.148' dia. x S' long.. A, I - Ot148da. x V-z" kg"J. boa pp, ?C_2 i 1(x ",h' na(I "wes."!"i 11'( 1-',;,Oo. U Simpson Sarong -lie' Wood Construction Connectors $Mp$((1) THAR/L422 Skewed Truss Hangers Designed for 4x2 floor trusses and 4x tlearns, the TiiAR/[ 4 2,-, has a standard skew of 45'. 1 Iraf)S rutlSt be bent for top flange, installation. FAN railing helps eblUnate splitting of 4x2 truss botiorn chords. Material: 16 gauge, Finish: 3atvan zed Installation: Use all spocified fasteners; see General Notes S-, rafds, rroisi be *iMfformed over the header a minimum of 21/2" Minvrum and maxin-on, nailing GOrfliqUGAVIIS Wcllltli Ile - see Llhk; for nailing reouirorrionts Codes: See p. 14 `or Code Reference Key Charl THAL422 Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord W 0 Dimensions Fasteners OF/ SP Allowable toads SPF/HF Allowable Loads Q Elf Code C labor Carried Member NO. Ga. Carrying Root Uplift Snow Roof Ref. C 0 Heir ( 100) (115) 1 (125) (160) (115) 25) Member HI C Face Sirwgfif ln i To Top a ---- -- . .... . ....... Model (in.) it Ch. or, Height ight CarryingMe Uplift] "Flotir"SnI. (Filo-,r), H MO 881,' 1Y5 1Y, 34"T 110dx110dxUdx1lody116ose 2214 8 9 to 12 525 J,b-11) 5211, 1,3111, 31t) 1.31, f, - 140 2l , 1, (4) 10d 0 10d (11 lod 1 115 4) 45 1x116, 0W 1,090 090 9,35 q,,,, F- 1, bleCL 1 -11,140 1 l,410j'1,,f40 T-H-A-Rvt n - 0 1,675 IV- 265 Max.) 16 j34122%1 8 9 rnip Ol 10d (8) fOd 10dy 1 1/2 1 42II il - I I I j . . ... ..... . 1. Upird his beer r-creased 'of win or earlxjuake loading witil, n3 1 Yher inc,ea,Se ak)wef, red,, ;e 1,t-elo other V-cis 'jo,"n. ph, f loads am 12,511" -r iioc, loads unk.,s I hy'7th,, n fen3. f V,w a1r,teo for k)a _ 0 durarla3co,o-q to the code l)rcv,ded they do rot exseoc t,,o-3 - iha 3.NFie-e the top or -he (;xred rneruber js'h -Ji the for, of tN, carrpnq -e,- Ler, H,,'( tn equal to the cepth or the ciriiec me"'t)e:. Oztermse, Hr tt swag be oriel isucec from the topof the beA,,.( g seal to ',he top of tt;E; 4. Nails: 10d - 0, 1W do. X'-3' lorl 3, lad '-'.'46* cia. x 1 IA" long. 27 to, S Z, < V e Sw,)D, 2C rat _ fry alo,l. 241 Simpson Strong -Tie' Wood Construction Connectors SIMPSON M G my Truss Hip/Jack Hanger The versatile THJA26 can accommodate right- or loft -hand hips (at 45-dierti6e skews). and can be installed before or after the Tvp and jack. Can also he used for double (terminal) hips. Material: 14 gauge Finish: Galvanized Installation: Use all spocified fa,;tenei is, see, Ckv ieral Notes. All multiple rno,nt rs, tnust be fastened together to act as a single unit. Shalt be attached to a double girder truss to allow for roouired min,rinurn nail f)(-iotrio of). See toolnote, 3, Options: The sI ! hangor" cannot t'G rnod,flod Codes: See p, 14 for Coos Reference Key Chart THJA26 Typical THJA26 Installation Top View Terminal Hip without Center Common Jack wwkioit P"ol i Fasteners DFISP Allowable Loads SPF/HF Allowable Leads model Carried Code j..fMember 'Flo T —Smn;j Wind Ref, ny,-Q WinNo. Ca Hip Jack i " WTR of d Uplift aMember (160) (100) (125) (160) 0Jin Pi-- Ifill /?o 2 010 2,310 2,4.43 ?,,ISO Sriu 1 1411,11 1,0001 IOO e"00 I Jack 240 too tooIllTHJA26 (20) 16d (6i 10d x I'Y 0 1 Od 1 2Totalmo2C, 3,080 3,1ff, 785 670 JI-4ift In. hiiye Caen increased for writ r earinoi o<&, kaong W V, [,Crrase allowed; fecuco wt,efe otrfer loads govern. 2. Wind 060is a dcw,ik)dd rd*'g. 3. Loads shown are based an a moemorn (2) 2x6 carrying -erribei. Fnr sirgla 2x carrying -e,be,s 2xQ ise 10d x I IA," nails and use 0.67 of the table value. For 12t 2x4 carrying tTse--bef,S, rnulit0i 1-C download by 0.50. 4. ' 6cl snkws (3.148' lo. x 3Y4 Lnq; nlV'e subStot. red fc, the spe-4 ---d 'Gd X C.-5 of the table 102A S. to J"C', jl(ik. an11"'i aro fa. 4e ahV. had, w,,-e V-ia! 7"1", 0, the total loao,z If M-ilr,Ied Ic thr! fin It is porniWed tc distribute to 851i, of ne iat),ita'od 'clal load to the hip, arid tic, ro-a,nrg percentage of total load to the jack. The cornbired hip and jack load may ri;t exceed the poibl,shed Tctal oac. 6. nor Icrmvof hipsderide the Val alfaw-itlb, 1-,.,,3d by 2 to Jotcrmine the allowaDle bad for each i11p. Tmjss,hold eras S-gran, ton'tinTray Inir allowarh, hadi, w ih AVSVTA 1- '-'. S,m,on Si, oerj-TKl r,. ctor Scl--to, , so-twa)iXI-6,'she of .foss --qv, tension f, is nango, allowable bads. i or additional tW01170rKY1, QQoraCt S InPsOr STFOrig-1 1C. 8. Nails: '6d = 0. 162' ca. x 3W &-. 100 x I 1,V = 0.148" dia. Y 115" long. See po. 7 for ,fhe, qiad s, 7es a,),,, 'nrcirma'.iC1 . 247 VALLEY FRAMING & BRACING DETAIL I Lumber Size and Grade Minumum Requirements TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-C" for 30 psf (Ty and 20 psf (T'D) Max. e the crippvs for each row starting from the valleys or sleepers working Inward to the ridge board so that cripple locations are gored between rows. Typ) lnnection RE quirement Notes W rafters to ridge 4 16d toe- nails. Cripple to ridge 4 16d toenails j Cripple to rafter 4 264 toe -nail j 816d face-nalls Rafter to sleeper or blocking 516d toe -nail Rafter to two US sleepers. 41bd toe-m)ls Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 316d toe -nails each sleeper R truss Ridge board to rod block 416d toe -nails '.. Ridge board to truss 416d. toe -hail Pwfin to (Typ) 316d toe -nail '.. Truss to blocking 4 164 too -nail Truss to cripple 416d toe -roil Truss to cripple 416d toe -nail Cripple to purtin 3 26d toe-natl GENERAL NOTES CRIPPLE BRACING & SLOCKING NONO C TESCollar albdtoenags NOTE: 16d (0.ib2"x3.5') COMMON NABS Purl' ms required 2'.0" O.C. in absence of plywood sheathing. .2x4 continuous lateral restraint (CLR) min, is required for cripples T-V to 10'.0" Tong Trusses without sheathing applied must be evaluated accordingly. nailed wf 2 A0d (0.148"x3") nails. Or 2x4 "T" or scab reinforcement nailed to flat edge Purlins should overlap sheathing one, truss spacing minimum. of cr,Fpie w 10d (0128"x3.0") nails at 6" o.c bu "T^ or srzmst Cr 90% of cripple length. Incases that this is Impractical, overlap sheathing a minimum CNpptes over 10'.0- long requrs two CL" or both too" w9'' or scab. Use stress of b', and neg upwards through sheathing Into purlin with a graded lumber S box or common nails. minimum of 1144 (0.131-x25") common wire nails. -Narrow edge of cripple can face ridge or rafter. " Effects of not providing sheathing below a "flay set as tong as the proper number of nails are must be evaluated by the building designer. installed into ridge board Thin. drawing applies to valleys With the fotlowln9 rAnditiottf: -Install blocking under rafter if sleepers are not used. een Spans ( distance between heals) 40'-9" or less -lower blocking under and lateral r -hootertag not used t Maximum valley height; 14'-0' corer truss top chords and lalerab bracing is not used. ') Mai[tmum mean height: 39 feet -Apply all nailing in accordance to current NOS requirements. Halls arc common wire nails unless noted Otharwlo. ) ASCE 7- 05, 140mph, Enclosed. Cat 11, ExP 8, I=LO, Kit=1.0 J Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp 0, Kzt--1.0 r+eeeeee.. eere. A._ 1 f ( A) i(3) (") a QW140. a AM lLt101r ALL cans M nos atmtcvara a li o MIXTa rtaa4al Tar moat w ALL CIVO TUBS a.U"G Ina: aa:tscuxz; No. 70861 i• TC LL 20i 30 40 54 REr VALLc,' FPAMING DATE 10/ 01 f 14 rvsfea _Q+ ema.r car. ti rs2rv..tha ro,ie: irdPP`C misaas'o snit cr R.fe:sc _ rma. w awe .ewn sr arse o,...,a civa,.ns ssr,Kv f rr=r. ,,. M rn ..d sate +ar:m.ts. • * p+css. vim' m Pa+f ,q oxxe f—cV.— tnirawr. shoe 0-- to 0—v 1—.14 MC — • • TC DL S O' 20 7 7 4 DRWGVACNV1801015 N refwsNgl.`iW eaa —4 Mr. araVrrtY .tlaCrd iL`rl'h/,l iMat.i+e end Oo4t°^ eau a. u' . L_w _ fiw.n ear Per wens t.se.w ..seravnyr ._ S..A. 1.E fee4bns torc5 OF v BC DL0iU0 Q u aMt, Tr. x vp Mla14N PRr 1CS7 U, a7 ar a. m eppUZM.- /yql i.lea xa4r y M 1, va end PPsibo-+ u rDn, Jv.. and m tt+. b4+t arWr, r+rss rotN #. S •L7' • `S f BC Li. Q 0 0 0 V rrI mvt3xwANY Rees b sRff+as SbPA 2 fwsrendord dale Pastslay. yy k7'+, a a. rra„ a! fro Ca"p.,w,tf a,t alga net iP.,f.r. +wry devh •.;F Q+ .% ris ar..b s,ry r.s a:s,. a, as r+oenu,ce cam uriti?vt L .r car nanafo . {?RtiQ .•• mf t arecap er' tot rJ1' LD.3oi 60 4'I 61 i 1.e• 4f.je.M a sa•ten —p e.xea f— a.00 Xt. ae+a o a aaaees mow a. oe ; r.v wi ry i p... aray ear +n. der Ito..+ irw .f+.ateg ab ,e. ew tits ariru ' J Elie DUB. FA,- 1.25; 1.15 fx ery sl+< Ww b dv rfsPa,»1RY W 1M TaOR tVOP+' P NOI/Lf7 f irc.L SFACINC SEE ABOVE cam Cy. uCsxssFor. nav i+:arw. Wn fee 1,u i.a's gi—e Mtef pye l .Ya+feu'p N.PM matpYr6e— rr3 —Ipkw o said Cracked or Broken Member Repair Detail Load Duration = 0% Z _ n„r +i r, of I mead This drawing specifies repairs for a truss with broken chord or web member, This design is valid only, for single ply trusses with 2x4 or2x6brokenmembers. No more than one break per chord panelandnomorethantwobreakspertrussareallowed. Contact the truss manufacturer for any repairs that do not comply with this detnil. B) = Damaged area, 12' max length of damaged section CL) - Minimum nailing distance on each side of damaged area B) S> = Two 2x4 or two 2x6 side members, same size, grade, andsclesasdamogedmember. Apply one scab per face. Minipemum side member length(s) _ (2)(L) + (B) Scab member length (S) must be within the broker. panel. Nail into 2x4 members using two (2) rows at 4' o.c., rows staggered, Nall into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nall using 10d box or gun nails (0.12$x3, min) into each side member, The maximum permitted lumber grade for use with thisdetailIslimitedtoVisualgradeAlandMSRgrade7650f. This repair detail may be used for broken connector plate at mid -panel softws. Thissectionsairoccurrlimay ngwithinttheconnectorbe usedfordplateeare , or web Broken chord may not support any tle-in loads. s L , 4' L o. c, j T icat YPO + p + O + O O + 0 } O + O + Stagger Back Face loci Box m 28' x 3" min) Nails: Front Face 2x6 Member - it P ee Ro w Stagger e Maximum Member Axial Force Member Size L I SPF-C I HF DF-L SYP Web Dnly 2x4 12' 620# 635# 730# 800# Web nty 2x4 18, 975# 1055# 1295# 1415# Web or Chord 2x4 24+ 975# 1465# 1055# 1495# 1745# Web or Chord 2x6 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 2230# 1960# 2315# 2555# Web or Chord 2x6 2365# 3125# 3575# i Web or Chord 2x4 35, 2470# 3535# 2530# 2930# 3210# Web or Chord 2x6 3635# 4295# 4745# Web or Chord 2x4 42 2975# 4395# 3045# 3505# 3835# Web or Chord 2x6 4500# 5225# 5725# Web Web or Chord or Chord 2x4 2x6 48' 3460# 5165# 3540# 4070# 4445# 5280# 6095# 6660# Nail Spacing Detail i vax+ otm• Rcni an rauw fu wscs o+ fNi MAVUW MVWMT- njumm IM D AVM Tn XL CogMTM UCL " 7K DRTALOti. 7nufN NQ<M'R tfWnf S.r. h F>b`kot»D. 1M1ftdY9• y pr tYp R.ffr ?A 011R ppassUof W 1DMri .dfbn pf >C•Z1 Ou4pe9 Cnry,arM So1.ty IMorneta+y iI3 Rna S}CGM11p femur Ki y IM•ftlC.. Mb 10 {aUP paN.tNRfFu.CtkanR TruteflvM .h pr.Y1a• Sf 9>"ryry' Mid botVilf CM noW pyy.... Sop RMrd Stott T.w p'eW*tY RttRdwd RSr1CMRi3TK4#'DfftNinl OF .b h.RMyprop•rsy Stocti0 r'm1e c.lnp txolwro f?+p*n vpr prrnfn•n tff Sp .Rtr, ion p+s# N.vf brf.CDq fvtW1M p+r DCSI cifpu )3. 17 x S)0, u appYcoiotf. Afpy WR W WKRMyoRttbnNffO.n ebpve -d M SN Joint Detpli, unl•O opted oiMr+d.n Q Qftf- to Mahpe 1bM'I for itenf>N PNu pnAtbnR ftpix, • iMislpnp{ 1TV AAdh9 Conpenentf sw.+ liu. ftwu +»S bt rKpaulMR far Mry Rtv'+Sb N AN RWWhAPANYtta. af+ay. Mir f+turf t. D,w tf» tr,s. w cor r ca +ft A?41/IPi L 9r fr h>nal>+W sNpP+'O. f,.tDR> tf., f. br•d+p of uR R.trw tN. w.r- brc.tes ptonp w orpF.t aan.1 R ...1 mN»,r.s bu swry i>°» ,a,a. Tn. wtwq .d ;w of wR r.ww for w. w kSM Rfpn+aNsy of w Rfa,w 9K4— P_ , NWK a sRct. 13889 L. W8cn1 Cam TP4 Ii { p. prf infarn>tbn Sff tM JoC'f y EwN G1y, Ma 03045 AIPrM'fCMl m41f ppoopp eM 11M.. DeD RItK Dfa eDDwiphNt.spnl • e•t9" —9) Aa.e.lrcb+Mutry.Myrf )CG n.aKf4hsrD W dnun y L M 24.0' MA F MEMBER REPAIR TE 10/01/14 WG REPCHRD1014 ion: 147"I";NM MtAll NOTE: IF PALLETS OF CONSTRUCTION MATERIAL WEIGHING MORE THAN 500# ARE TO BE PLACED ON FLOOR TRUSSES, SHORING RECOMMENDED SHORING DETAIL IS qEQUIRMI 'I m CONCENTRATED LOAD DUE TO UPPER FLOOR CONSTRUCTION MATERIAL. IN 2do'o'# CAPACITY POSTS @ 4'0" O.C. rf PROVIDE 2'0* CLEARANCE ON ALL SIDES OF A PALLET, MAXIMUM WEIGHT PER PALLET IS 20000. LOAD MUST BE SPREAD OVER AT LEAST 2—TRUSSES. NOTE: SEE APPAGPRIATE ALPINE OBAWTNO FOR LUMBER. PLATES AND OTHER DATA N07 SHOWN "ERE. PiiildivE Material Wis. NOTE: §46PING MATERIAL AND LASOP TO ITALL TO REVE 1/2" gypsum bd. - 2.2 psf 11/2" layer MATERIAL 15ANDTO BE SUPPMOLIEDTHIS sill" gypsum bd, - 2.8 psf/ 5181, Iflyer BY THE CONTRACTOR, Al 811 tour— block - 60 psf 151' layer masonry hrick = 38 psf / 4" layer 2- 0- 0 MINIMUM SU6FLOOR-UNOERLAYMENT 7 1 1 1 x 2000# 2)-2X6 HEADER - 4X4 OR (2)-2X4X4'0" UNDER TRUSSES WHEN SHORING POSTS @ 4'0" O-C.--" IS REQUIRED. 91 AP AFy. CLEAR SPAN PLT, TYP,— ALPINE IREF DETAIL o DATE 05/02/96 A INE= CC AND commen o Detafl ORW HC1239607A TRUSS r Customer, Carpenter Contractors of America Job Number., N330090 JobDescdptidn., VARIOUS 9A6/9A7,213MA1213MB/213TA/213TB/213$E,02/,R/OI Address: 7fifty, state, zip: Item Seat# Truss 1 113.18.0912,24191 Al 3 11018.1507,53508 A3 6 110.18.1507,53039 A6G 7 110,18.1507.53820 81G 9 110.18,1607,63290 83 11 110181507,53633 SSG 13 110A8,1507,63399 01 15 110.18,1507.53134 C3 17 110.18.1507.63524 MGI 19 11 O. 1 & 1 607M493 MV4 21 110,18A507,63149 FGI 23 110.18.1507.53742 FG3 25 110.1&1507.53118 HJ7 27 11 O, 18,1607,63806 HJ5 29 110.18,1507.62806. EV 31 110,18.1507M211 EJ5 33 110.18,1507.52993 CJ6 36 110.18,1607,53773 CJ3A t n Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone:(800)755-6001ALPINEalpineitw.com Site Information: Customer: Carpenter Contractors of America Job Number. N330090 JobDescription: VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Address: City, State. Zip. Item Seal # Truss Item Seal # Truss 37 110.18.1507,53819 CJSL 38 110,18,1507,52930 CJ3L 39 110,18,1507,52978 CJ1L 40 110,18,1507.53477 FT1GE 41 110,18.1507,53571 FT2 42 110.18.1507.52883 FT3 43 110.18.1507.53414 FT4 44 110.18.1507.53195 FT4A 45 110.18,1507.52914 FTSGE 46 110,18.1507.53367 FT6 47 110.18.1507.53866 FT7 48 110.18.1507.53009 FT8 49 110.18.1507,53539 FT9 50 110.18.1507.53805 FT10 51 110.18.1507,52994 FT11 52 110.18,1507.52885 FT12 53 110.18,1507.53415 FT13 M ATE 01F• C , Lff * ss s• \ a kuggrrtruwt u+` This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 04/23/201 8 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 4/23/2018 9 55:42 AM Job Number: N330090 Ply: 1 SEQN: 10236 / T5 COMNi Cust R8975 JRef iWaa89750120 VARIOUS .9A6/9A7 ,213MA/213MB/213TAi2l3TB/213SE ,021 ,R/Oi Qty: 6 FROM: JJP DrwNo 113,18.091224191 Truss Label: At SN / DF 04/20/2018 Loading Criteria (psf) TCLL: 2000. TCDL 17.00 BCLL 0,00 BCDL: 10.00 Des Ld. 47.00 NCBCLL: 10.00 Soffit 0,00 Load Duration: 1.25 Spacing: 24.0 " 7' 10'9 7,10119 T 4 T9' 4 Wind Criteria Wind Sid: ASCE 7-10 Speed 150 mph Enclosure: Closed Risk Category II EXP:C Mean Height 23.91 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3,00 It Loc. from endwall: not in 9.00 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 138 (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) 1 X4 #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 0.1280" gun nails @ 6" oc. Wind Wind loads based on MWFRS with additional C&C member design. 15, 22T 7 T1"7 7.1'.7 D 30 7'10"9 7'2"12 15 77"12 22 T9"4 1' 2 12-_...... ..... 30 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA CC NA CAT: NA, PP Deflection in loc L/defl L/# 1 Loc R / U ! Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): 0.100 1 999 360 B 1543 / 430 / 1027/ - / 287 / 4.0 Lu NA Cs NA VERT(TL): 0.383 1 999 240 F 1543 ! 430 / 1027 / - / - 40 Snow Duration: NA HORZ(LL): 0.045 H Wind reactions based on MWFRS i HORZ(TL): 0.110 H B Min Brg Width Req = 2.1 Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 2.1 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,972 Bearings B & F are a rigid surface. TPI Std: 2014 Max SC CSC 0 927 Rep Factors Used: Yes Max Web CSI: 0.417 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. CompPlateType(s): WAVE VIEW Ver 17.02 02A.1213 21 B - C 977 - 2570 D - E 783 - 1773 C - D 783 - 1773 E - F 977 - 2570 ATE OF w w.•w 0 278 NA} 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 04/23/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shlppm installing and bracing. Refer to and follow the latest edition of SCSI (BuildingtSafetyInformation, by TPI and SBCA) fo) safety ractices prior to performing these functions Installers shall provide temporary BCSI Unless noted oytherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a prop erly iiid ceding Locations shown for ermanent lateral restraint of webs shall have br cin9Q ins ailed per BCSI sections 63, B7 or 610ile. Apply plates to each face ofptruss and position as shown above and on the oini Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Components Group Inc. shall not be responsible for any deviation from this drawin an failure to build the1l11, or for handlin, shippintq, Installation and bracing of-trussesA seal on this drawi ug or cover pae . . acceptance of pro esslona engineering responslbili solely for the des! n sho n. The sw bthtyanystructureisheresponsibilityoftheuiidingDesigtnierperANSI/TPI 1 SK.2. ral notes page and these web sites. ALPINE: www. alpineitw.com, TPI. www. tpinst. oro, SBCA. wwwsbondustry. corn ICC. www.iccsaf ALPINE J( nV COMOPNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10237 1 T4 / HIPS Cust: R R8975 JRef 1 Waa89750120 VARIOUS ,9A6/9A7 ,213MA/213MB1213TA/213TB/213SE ,02/ ,R/01 Qly: 2 FROM: JRH DnwNo 110 18 1507 53540 Truss Label: A2 KM / DF 04/20/2018 6'9" 4 6'9" 4 1' 10, 10, Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std ASCE 7-10 TCDL: 17,00 Speed: 150 mph BCLL 0,00 Enclosure: Closed BCDL: 10,00 Risk Category: II EXP: C Des Ld 47,00Dd: , Des00 Mean Height. 23.41 ft TCDL: 42 psf Soffit: 000 BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist h/2 to In Spacing: 24.0 " C&C Dist a: 3,00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 72 2x4 SP #2 N: Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 13' 17' 6712 . _ 4 s- 4xD6 T2 4E6 237' 12 30' 6212 _ 6'9"4 30' - —._ — I 5' 5' 10' 1' Snow Criteria (Pg,Pf in PSF} Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Cl: NA CAT. NA • PP Deflection in loc L/deft L/# Loc R / U / Rw / Rh / RL W Pf NA Ce: NA VERT(LL): 0.073 J 999 360 B 1548 / 433 / 1032 / - 1254 4.0 Lu NA Cs: NA VERT(TL). 0.281 J 999 240 G 1548 / 433 / 1032/ - / - 4 0 Snow Duration: NA HORZ(LL): 0,027 1 - - Wind reactions based on MWFRS HORZ( TL): 0.066 I B Min Brg Width Req = 1.5 Code f Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 2017 Max TC CSC 0,451 Bearings B & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0,449 Rep Factors Used: Yes Max Web CSI0.243 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 5*3 ElATE OF' ww www• 0 278 ry t lN) Aqua 04/23/ 2018 r-1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp Chords Tens. Comp. B - K 2237 -812 J - 1 1635 - 523 K - J 1635 - 501 1 - G 2237 - 840 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. C - K 310 - 508 E - 1 607 - 243 K - D 607 - 243 1 - F 310 - 508 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Isses require extreme care in fabricating. handling shipping, installing. and bracing Refer to and follow the latest edition of BCSI (Building mponent Safety InformatI n, byt TPI and SBCA) fbr safety practices prior to perforgri ing these functions installers shall provide temporary. Icin perBCSIUnlessnotedoherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro eriy ach drqidceilingLocationsshownforAermanentlateralrestraintOfwebsshallhambraanqinstalledperBCSIsections $3, B7 or 910 appllcatsie. ApplyplatestoeachfaceoftrussandpositionasshownaboveandonttaJointDetails, unless noted otherwise. Refer to' wings 160A- Z for standard plate positions. jne, a division of ITW Bkiidinl omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the gs In conformance with) NSI/3 11, or for handling, shipping, Installati n and bracing of-trussesA seal on this drawing or cover pagqe, 1ng this drawing indicates acceptance of pro esslona en ineering responsibilitty solely for the desi n shown. The suit`ablhty i useofthisdrawingforanystructureistheresponsibilit,7 of the Building Desigiter per ANSIITPI 1 Sbc.2. more information see this job's general notes page and these web sites. ALPINE. www.alpineaw.com: TPI. www.tpinst.ora, SSCA. wwwsbcmdustry com: ICC. www.iccsafe 0.N!`Yt OMCdNY 2400 Lake Orange Or, Suite 150 Orlando FL, 32837 SEQN: 10238 / T3 / HIPS Cust: RR8975 JRef 1Waa89750120 FROM: JRH OrwNo: 110.18.1507.53508 KM / DF 04/20/2018 51 VA 11' 19' 23' 10"2 30' 5'11"4 5'0"12 8' 4'10"2 6'1"14 5X5 T2 5X5 D E 1 Job Number: N330090 Ply: 1 VARIOUS ,9A619A7 ,213MA/213MB1213TA/213TB/213SE ,02/ ,R/01 Qty: 2 Truss Label: A3 1 1' 10, 10, 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 EXP C Des Ld 4700 Mean Height: 22.91 it NCBCLL, 10.00 TCDL: 4.2 psf Soffit: 0,00 BCDL: 5.0 psf Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24,0 " C&C Dist a: 3,00 it j Loc. from endwall not in 9.00 ft GCpi: 0,18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x4 SP #1: Bot chord 2x4 SP #1 Webs 2x4 SP #3 :W3 2x4 SP #2 N: Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design 30' 10, 20' Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct NA CAT: NA; PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0 100 1 999 360 Lu NA Cs: NA VERT(TL): 0.361 1 999 240 Snow Duration: NA HORZ(LL): 0.040 1 - - HORZ(TL): 0.092 1 Code / Misc Criteria Creep Factor 2,0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0 922 TPI Sid: 2014 Max BC CSI: 0,878 Rep Factors Used: Yes Max Web CSI: 0,210 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213.21 E C SSA '. Q .s• i NA 04/23/2018 t 10' 1' 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1596 1 671 / 1031 / - 1 220 / 4.0 G 1618 /671 /1031/- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.9 G Min Brg Width Req = 1 9 Bearings B & G are a rigid surface Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B • C 1137 - 2730 E - F 1031 - 2415 C - D 1026 - 2362 F - G 1130 - 2771 D - E 948 - 1956 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. B - J 2357 - 902 1 - G 2390 - 892 J - 1 1995 - 647 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 285 - 387 E - 1 552 -178 J - D 544 -168 1 - F 281 - 378 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byy TPI and SBCA) fd safety practices prior to performing these functions Installers shall provide temporary. BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom hord shall have a proLplerlyIdcellin9LocationsshownforermanentlateralrestraintofwebsshallhavebraacminsaIledperBCIsectionsB3, B7 or 810e. Apply plates to each face. of truss and positron as shown above and on the Joint9Details, unless noted otherwise. Refer to a division of ITW BStildlnl omponents Group Inc sh conformance with AN51/T 1 1, or for handlin shipp this drawing, indica es acceptance of pro) essiorreofthisdrawingoranystructureisfherespon information see this iob's general notes oaoe and these web sites. any deviation from this drewing anY failure to build the ing of trussesA seal on this drawing or cover pa e isibility solely for the design shov7n. The suit-abilityDesignerperANSI/TPI 1 S c.2. TPI. www. trimst.org: SBCA. wwwsbcindustrv. com: ICC: www. iccsafe ALPINE r. n mccom,1- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Truss Label: A4 6X6 C 12 6 I_ 6X6 Ply i Oty: 2 15, 6 4p4 T2 21' 6' SEON: 10239 / T2 / HIPS Cust R R8975 JRef. 1 Waa89750120 FROM: JJP DrwNo: 110 18 1507 53462 KM / DF 04/2012018 6X6 6X6 E 30' 9 _ 30• _ 1 1' 10, 10, 10, 1' 10 20 _ 30' Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20,00 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): 0.083 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. 11 Snow Duration: NA HORZ(LL): 0 036 H - Wind reactions based on MWFRS Des Ld 47 00 EXP. C HORZ(TL): 0.087 H B Min Brg Width Req = 1 8 NCBCLL, 10,00 Mean Height 22.41 It TCDL: 4.2 psf I Code! Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1 8 Soffit: 0.00 BCDL 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,799 Bearings B & F are a rigid surface. 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 375# Spacing 24.0 " C& C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSC 0.262 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwali: notin9.00 It FT/RT:20(0)/10(0) Chords Tens Comp. Chords Tens. Comp. GCpr 0,18 i Plate Type(s): I Wind Duration: 1,60 WAVE VIEW Ver 17.02 02A 1213.21 j B - C 1024 -2467 D - E 1043 -2171 Lumber C - D 1044 - 2171 E - F 1024 - 2467 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP 2400f-2.OE 32 2x4 SP #2 N: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #1 Webs 2x4 SP #3 B - 1 2080 - 756 H - F 2080 - 774 Lumber value set "1313" uses design values I - H 2383 - 886 approved 1/30/2013 by ALSC Wind Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C member design. C - 1 517 - 124 H - E 517 - 124 i f OR fr fff. MR 0 278N rOret+wututiu 04/23/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handiin9g shipping, installing, and bracing. Refer to and follow the latest edition of SCSI (Building t Safety Information, by TPIandSBCA) for safety practices prior to performing these functions Installers shall provide temporary. BCSI Unless noted otherwise,top chord shall have properlyY attached structural sheathing and bottom chord shall have a propperly d ceilin Locations shown forermanentlateralrestraintofwebsshallhavebracininstalledprBCSIsectionsB3, 67 or 610 e. App y Plates to each face ofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to' a division of ITW Build n Components Group In shall not be responsible for any deviation from this drawin an failure to build the conformance with ANStI/ PI 1, or for handling s iippiniq, installation and bracng of,trussesA seal on this drawing or cover pagge , This drawing indicates acceptance of ro esslona en ineerin responsrbiht solely for the deli n shown. The s iiFabrhty e of this Fawing foranystructureisrPi1eresponsibilitoftheBuildingDesignerperANSI/TPI 1 Sec.2. information see this iob's general notes pane and these web sites: ALPINE. www.alomeitw. comp TPIwwwt—st orm SBCA www stiondust, com ICC www --f AL NE A m, CnMIANY 2400 Lake OrangeDr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS .9A6/9A7,213MA/213MB1213TA/213TB/213SE 02/,R/Ol Truss Label: A5G 3'3" 7' 3131, 3'9" 1, 6'110"4 6'110"4 Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std: ASCE7-110 TCDL 1700 Speed: 150 mph BCLL 0,00 Enclosure. Closed BCDL _ 10,00 Risk Category: 11 EXP. C Des Ld 47,00 Mean Height: 21.91 ft NCBCLL: 10,00 TCDLi 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 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-2,01E: T3 2x4 SP 2400f-2.OE Bot chord 2x6 SP 2400f-2,OE Webs 2x4 SP #3:W2 2x4 SP #2 Ni W6 2x6 SP #2 N: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) Bid Box or Gun nails(O. 1 13"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 CLIR 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. 1 28x3" gun nails @ 6" oc. Wind Wind loads and reactions based on MWFRS. Ply I SEQN: 10240 / T I / HIPS Cust R R8975 JRef lWaa89750120 Qty 1 FROM JRH DrwNo 110 18 1507,53039 KM / DF 04/20/2018 11'2"12 157'4 23' 4712 4'4"8 7'4"12 4X6 2X4 E F T2 K H1014 30' 8'9" 157'4 7'6"8 23'1"12 30' 7' 610"4 1, 30' Snow Criteria (Pg,Pf in PSF) DefI/CS1 Criteria A Maximum Reactions (Ibs) Pgi NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw /-Rh- / RL / W Pf NA Cei NA VERT(I-L) 0 259 F 999 360 B 3759 /1365 40 Lu NA Cs: NA VERT(TL) 0 972 F 579 240 H 3028 / 1149 4 0 Snow Duration: NA HORZ(LL). 0.060 J - - Wind reactions based on MWFRS HORZ(TL): 0.143 J B Min Brg Width Req = 3.1 Code / Misc Criteria Creep Factor 2.0 H Min Brg Width Req = 2,5 Bldg Code: FBC 6th,ed 2017 Max TC CS1 0,974 Bearings B & H are a rigid surface. TPI Std 2014 Max BC CSI, 0 744 Rep Factors Used Yes Max Web CS1 0.857 Members not listed have forces less than 375# FT/RT 20(0)110(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp Chords Tens. Comp. Plate Type(s)i WAVE, HS VIEW Ver 17.02,02A.1213.21 B - C 2753 -7692 E - F 3366 -9482 Special Loads - - -- C - D 2635 -7593 F - G 3367 -9483 D - E 2310 -6681 G-H 2217 -5983 Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1 .25) TC: From 78 plf at -1.00 to 78 plf at 7,00 TC: From 39 plf at 7.00 to 39 plf at 15,60 Maximum Bot Chord Forces Per Ply (Ibs) TC: From 78 plf at 15,60 to 78 pit at 31.00 Chords Tens Comp. Chords Tens. Comp. BC: From 20 plf at 0,00 to 20 pff at 7.05 6 - L 6803 -2425 K - J 5269 -1931 BC: From 10 pit at 7.05 to 10 pit at 115.60 BC: From 20 pit at 15.60 to 20 pff at 30,00 L - K 85" - 3066 J - H 5275 -1929 TC: 438 lb Conc. Load at 7,05 TC: 101 lb Conc. Load at 7.06 Maximum Web Forces Per Ply (Ibs) TC 237 lb Conc. Load at 9,06,11,06,13,06,15,00 Webs Tens Comp. Webs Tens. Comp. BC: 583 lb Conc. Load at 7.05 BC: 136 Itt Conc. Load at 9,06,11,06,11106,15.00 L - D 2414 -661 F - K 416 -704 BC: 1498 lb Conc. Load at 15.60 L - E 958 -2360 K-G 4642 -1581 E - K 1186 -380 OATE 40 27i"N, MOW, 04/23/2018 WARNING— -READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling sh installing 0 gnlgfa g a Ing and bracing. Refer to and follow the latest edition of BCS1 (BuildingnentSafetyInformation, by an SBCA) or sal Ices prior to performing these functions. Installers shall provide temporary perrigid Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom Chord shall have a properly Locations shown for permanent lateral restraint of webs shall have bracinp inslalled per BCSI sections B3, 87 or B1e1pinpyyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to is 160A-Z for standard plate positions. a division of ITW Buildin omponents Group Inc. shall not be responsible for any deviation from this drawing an failure to build the conformance with ANS101 1, or for handling, shipping, installation and bracing of trussesA seal on this dr wi g or coveihisrawinindicatesacceptanceofproessionaeIresponsibilitysolelyforthedesignshown. The rap.197bilityii.nfete inrespi eopthisgrawingforanystructureistheresponsibilitythebuildingDesigrier per ANS111TPI I Sec.2. information see this iob's cieneral notes page and these web sites ALPINE www aloineitw com TPI www toinst oro SBCA www sbandustry com ICC www ic—f PUP 11 ' Al-11 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS 9A6/9A7,213MA/213MB1213TA/213TB/213SE 02/,R10 1 Truss Label: A6G 7' 10"1"12 15, 7' 3'1"12 4'10"4 6X6 4X4 C D 1, 6'10'4 6'10"4 Loading Criteria (psf) Wind Criteria TCLL20,00 Wind St& ASCE7-10 TCDL: 17.00 1 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL: 10,00 Risk Category: 11 EXPi C Des Ld: 4T00 Mean Height: 21.91 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5,0 psf Load Duration: 1.25 1 MWIFIRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist ai 3 00 ft Loc. from endwall NA GCpi 0 18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP 2400f-2,0E 32 2x6 SP #2 N: Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 iLt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3i Lumber value set "i 3B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWIFIRS, Ply, 1 SEQN: 10241 / T6 / HIPS Cust RR8975 JRef lWaa89750120 Qty, 1 FROM:HIAT Drwil\lo110 18,1507 53603 KM I OF 04/20/2018 19'10" 4 23' 30' 4'10" 4 3"1"12 7' 4X4 4X4 6X6 E T2 F G 30' 3" 1" 12 5' 5' XV12 6'10"4 10, 15' 20' 23'1"12 30' Snow Criteria ( Pg,Pf in PSF) Defl/CSI Criteria L Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: N&PIP Deflection in loc L/dell L/# Loc R / U /Rw /Rh /RL /W Pf NA Ce: NA VERT(LL): 0.254 E 999 360 B 3047 11238 4.0 Lu NA Cs NA VERT(TL): 0.985 E 575 240 H 3048 / 1239 1 - 4 0 Snow Duration. NA HORZ(LL): 0.077 J Wind reactions based on MWFRS HORZ(TL) i 0.188 J B Min Brg Width Req = 2.5 Code / Misc Criteria Creep Factor, 2,0 H Min Brig Width Req = 2.5 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,681 Bearings B & H are a rigid surface. TPI Std, 2014 Max BC CSI: 0,621 Rep Factors Used: No Max Web CSI: 0.729 Members not listed have forces less than 375# FT/RT: 20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens. Comp Chords Tens. Comp. Plate Type(s) WAVE, 18SS VIEW Veri 17,02,02A,121121 B-C 2370 -5870 E - F 2866 -7185 C-D 2526 -6332 F-G 2526 -6334 D - E 2866 -7185 G-H 2372 -5872 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp Chords Tens. Comp. B - N 5148 -2055 L - K 6435 -2578 N-M 5121 -2049 K-J 5123 -2050 M-L 6434 -2577 J - H 5150 -2056 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. I'll IN-C 643 -146 L - F 922 -354 C-M 1913 -752 F - K 642 -1252 M-D 6.43 -1253 K-G 1912 -751 111111111111111440% D - L 924 -355 G-J 645 -147 OeOp-tS E,L 545 -856 E f iATE 0 1160 O ' lt Olt Olt0278 04/23/ 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 SCSI (Building s pComponentSafety Information, by TPI an SBCA safety Practices prior to performing these functions. Installers shall provide temporary. braci e( BCSI. Unless noted otherwise,top chord shall have properl attached structural sheathin and bottom ghord shall have a progerly attachedri idceiling, Locations shown for permanent lateral restraint f webs shall hav%bracino inslalled per BC I sections B3, B7 or 10, as applicable. Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildi,$ Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss inconformancewithANSIPI1, or for handlinj shippin ?, installation and bracing of tfussesA seal on this dr wing or cover page, listing this VrawinindicatesacceptanceofKoessonaengineeringresponsibilisolelyforthedesinshown. The suitablity and use o this drawing for any structure is e responsibility of the Building Desig%er per ANSIfTPI I S%c.2. or more information see this job's general notes page and these web sites ALPINE www. alpineaw com TPI - tpinst ore SBCA www. sbcindustry Com iCC www. iccsaf ALPINE 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6l9A7 ,213MA 213M8/213TA 213TBl213SE ,02! ,R/Ot Truss Label: 61G 2 Complete Trusses Required 5612 5'6"12 Ply: 2 SEQN: 10242 / T26 / COMNCust R R8975 JRef 1 Waa89750120 Qty 1 FROM: JRH DrwNo 110 18 1507.53820 KM / DF 04/20/2018 10` 8' 159"4 21'4" 51 4 ._. .< _... 5 4 5'612 m 4X4(A1) 22X4 =6X8 73X12--4X12(E3) 5. 5.. Loading Criteria (psf) { Wind Criteria TCLL 2000 Wind Std ASCE 7.10 TCDL: 17.00 Speed: 150 mph BCLL 0A0 Enclosure Closed BCDL: 1000 Risk Category II Des Ld 47,00 EXP: C Mean Height: 15.00 ft NCBCLL: 0,00 i 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: Any GCpi: 0 18 Wind Duration 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1 X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails( 0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. Nailnote Nail Schedule:0.128"x3" nails Top Chord: 1 Row @12.00" o.c. Bat 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 pif at -1.00 to 78 plf at 15,80 TC: From 39 plf at 15.80 to 39 plf at 18A7 TC: From 78 plf at 18,47 to 78 plf at 22,33 BC: From 20 plf at 0.00 to 20 plf at 15.80 BC: From 10 plf at 15.80 to 10 plf at 18.47 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 rt® 5. 3.. 5.3.. Snow Criteria (P9 Pt in PSF) !, Defl/CSI Criteria Pg: NA Ct: NA CAT NA'. PP Deflection in loc L/defl L/# Pf NA Ce NA VERT(LL) 0 088 H 999 360 Lu NA Cs: NA VERT(TL) 0 328 H 999 240 Snow Duration: NA HORZ(LL) 0 019 H - HORZ( TL) 0 045 H Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 6th.ed 2017 Max TIC 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 Wind Wind loads and reactions based on MWFRS. f7" s w ; AT E 0 278NAL 4' l1" 20' 70" 6". 21' 4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2222 / 466 (- /_ / 8.0 F 4909 / 779 l - / 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.Comp. Chords Tens. Comp. B - C 401 - 2091 D - E 327 - 1863 C - D 328 -1865 E - F 663 - 4470 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens, Comp. B - J 1836 - 342 1 - H 3909 - 573 J - 1 1836 - 343 H - F 3975 - 580 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - 1 1416 -173 E - H 2201 - 228 1 - E 338 - 2573 04/ 23/2018 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 (Building ComponentSaafetyInformation, by TTPI and SBCA) fbr safety practices prior to performing these functions Installers shall provide temporary bracinperBCSIUnlessnotedotherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachudrigidcedingLocationsshownforermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, 67 or 1310, asapplicataApptyplatestoeachfaceofptrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the trussinconformancewithANS!ia l 1, or for handlin shippin , installation and bracing of,trussesA seal on this drawing or cover pa e, listingthisdrawinggindicatesacceptanceofroessionaenineeringgresponsibilitysolelyforthedesinshown. The suifabihty andseofthisdrawingforanystructureistheresponsbilitoftheBuildingDesigrierperANSIITPI1S%c.2. For more information see this job's general notes page and these web sites. ALPINE: www.alpineirw corn: TPI. www. tpinst.oro: SBCA. www. sbandustrv.com: ICG www. icesaf 0& 3r= nrmvcaHx. Nv 2400 Lake Orange Dr. Suite 150 Odando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA1213TBI213SE ,02/ ,R/01 Truss Label: 62 5.5,. 5.5:: Ply 1 Qty 1 10'8" 4X4D 21.4,. SEQN: 10243 / T25 / COMN', Cust RR8975 JRef iWaa89750120 FROM JLJ DrwNo 110.18 1507 53025 KM ! DF 0412012018 15'11" 21'4" 5.5. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7.10 Pg NA Ct NA CAT: NA, PP Deflection in Ioc L/defl L/# Loc IR / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce NA VERT(LL) 0.049 1 999 360 B 1123 ! 322 (774 (- ! 214 ! 8.0 BCLL 0,00 Enclosure: Closed Lu NA Cs NA VERT(TL): 0.186 1 999 240 F 1123 / 322 / 774 / - /- / &0 BCDL: 10,00 Risk Category 11 Snow Duration: NA HORZ(LL). 0.020 H - - Wind reactions based on MWFRS Des Ld 47.00 EXP:C HORZ(TL) 0.049 H B Min Brg Width Req = 1 6 NCBCLL. 10,00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1,6 Soffit 0.00 BCDL: 5.0 psf Bldg Code FBC 6th ed 201T Max TC CSI: 0.375 Bearings B & F are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI; 0.688 Bearings B & F require a seat plate Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used Yes Max Web CSI: 0.177 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 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. a s ATE * <Z wwfvww ww 40 278`rMAL 04/23/2018 WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWN —GI IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS B - C 608 - 1765 D - E 570 - 1474 C - D 570 - 1475 E - F 608 - 1764 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 1511 - 434 H - F 1510 - 460 1- H 1029 -226 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. C - 1 225 - 395 D - H 461 -172 1 - D 464 - 172 H - E 224 - 395 Alpine, a division of ITW B ildinhComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/I PI 1, or for handlln jq, shippinq, installation and bracing of,trussesA seal on this drawiri9 or cover page . . listing this drawing indicates acceptance of pr ) essionaf engineerin responsibilitty solely for the desi n shown. The suitabilityanduseofthisgnawingforanystructureistPfieresponsibilityofthewildingDesigrSerperANSI/TPI 1 S%c.2. ALPINE and these web sites. At -PINE. www. AN COMiRNY 2400 Lake Orange Or, Suite 150 Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10244 / T32 / COMN Cust. R R8975 JRef: 1 Waa89750120 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Qty: 3 FROM: HMT DrwNo: 110.18.1507,53290 Truss Label: 83i KM / OF 04/20/2018 55" 10'8" 5'5" 53" S' 4X4D 4X4(A1) _"' 3A13 'n.3Xtl 10'B" 7 0.8.• Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: N/ TCDL: 17.00 Speed: 150 mph Pt NA Ce: NA BCLL: 0.00 Enclosure: Closed I Lu: NA Cs: NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA Des Ld. 47.00 EXP:C Mean Height: 15.00 ft NCBCLL: 10.00 i TCDL 42 psf Code I Misc Criteria Soffit: 0.00 BCDL: 5.0 psf Bldg Code FBC 6th.ed 201 Load Duration: 1.25 I MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 1 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 N Webs 2x4 SP #3 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. Right end vertical not exposed to wind pressure. 15'8" 5' Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.018 C 999 3601 B 856 ! 237 / 628 / - / 169 / 8.0 VERT(TL): 0.086 G 999 2401 F 757 / 221 / 466 / • / - / - HORZ(LL): 0.007 G I Wind reactions based on MWFRS HORZ(TL): 0.023 G B Min Brg Width Req = 1.5 Creep Factor: 2.0 F Min Brg Width Req = - Max TC CSI: 0,485 Bearing B is a rigid surface. Max BC CSI: 0.538 Bearing B requires a seat plate. Max Web CSI: 0.327 Members not listed have forces less than 375# j Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp VIEWVer:17.0202A.1213.21 B - C 430 -1161 D - E 302 - 691 C-D 292 -711 A ATE 0,• c Fj ..tAra.s• 0 2iVAL Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - G 985 - 436 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. C - G 265 - 483 E - F 337 - 744 G - E 619 -218 04/ 23/2018 _ WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building tSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwlse,top chord shall have properlyY attached structural sheathing and bottom chord shall have a propperly i Id ceiling Locations shown for ermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or 610, ile. AppTy plates to each face. or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A- Z for standard plate positions. of failure to build the rheunabilitycover incewimANSI/ I I'l 1; or for r inqq indicates acceptance drawing for any structure see this job's general notes page an M1N fIYJ OMIANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 Ply 1 VARIOUS ,9AG/9A7 ,213MA/213MB/2131'A/213TBi213SE ,02/ ,R/Ol Oty i Truss Label: B4 Loading Criteria (psf) TCLL: 2000 TCDL 17,00 BCLL 000 BCDL: 1000 Des Ld 47.00 NCBCLL: 1000 Soffit: 0.00 Load Duration. 1.25 Spacing: 24.0 " 4' 1 1" 9' 12'4 4'11„ 4,1„ 3,4:. s 8' Wind Criteria Wind Std ASCE 7.10 Speed: 150 mph Enclosure: Closed Risk Category: 11 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 " 138" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 4X6 4X4 D E SEQN: 10245 / T23 / HIPS Cust RR8975 JRef 1 Waa89750120 FROM. JRH DrwNo 110.18 1507 53353 KM / DF 04/20/2018 16 5" 21'4" 5'4" 8 13'4^ 21 4' Snow Criteria (Pg.Pf in PSF) 1 Defl/CSI CriteriaA Maximum Reactions (lbs) Pg: NA Ct: NA CAT NA! PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.075 D 999 360 B 1123 / 323 / 773 ! - / 186 / 8 0 Lu NA Cs NA VERT(TL). 0.329 E 999 240 : G 1 123 / 323 / 773 (- /- / 8 0 Snow Duration NA HORZ(LL) 0.035 D Wind reactions based on MWFRS HORZ(TL). 0 051 1 B Min Brig Width Req = 1.6 Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.6 Bldg Code: FBC 6th ed 2017 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 FT/RT:20(0)!10(0) Members not listed have forces less than 375# 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 R n ATE P.•, f `f t1.11111tRFM' M NA0278tvIII 04/ 23/2018 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 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 bracin per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachodriggidceiling.Locations shown for permanent lateral restraint Of webs shall have bracing insTalled per BC51 sections B3, B7 or B10 as app Icat3le. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to drawings 160A• Z for standard plate positions. Alpine, a division of ITW BuildlnlComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with AN51/ I PI 1, or for handlin shippin , installation and bracing of,trussesA seal on this drawing or cover page listing thisdrawing, indicates acceptance of ro'essionaiq engineerin responsibility solely for the design shoHin. The suitability and useofthisawingforanystructureistheresponsibilityoftheOuildingDesigrierperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites. ALPINE. www.alpineitw.com; TPI. www.tpinstorq: SBCA: wwwsbcindustrv.com. ICC: www.iccsaf F= ANf WCOMrN: Y 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 t Job Number: N330090 VARIOUS ,9A619A7 ,213MA1213MB/213TA/213TB/213SE ,02/ ,R/01 Truss Label: 135G N_ 7' 7' 12 6 M O ch B t.- 4 3 A 4X8(83) 8X8 C H 04 Ply 1 SEON: 10246 / T16 / HIPS Cust RR8975 JRef: 1 Waa89750120 Oty 1 FROM: JRH DrwNo 110 18 1507 53633 KM / DF 04/20/2018 14'4" 2 V4" 7'4 7' T2 6X6 D G 6X6 21'4" 7 1 ' 12 6' 10"4 T4' T1"12 14' 21 4" Loading Criteria frisfl Wind Criteria Snow Criteria (PgPf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20,00 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): 0.102 H 999 360 B 2135 / 617 / - / - / - / 8 0 BCLL 0.00 Enclosure: Closed Lu NA Cs: NA VERT(TL): 0.395 H 999 240 E 2136 / 617 / - ! - ! - / 8.0 BCDL: 10.00 Risk Category II Snow Duration: NA HORZ(LL): 0.042 G - - Wind reactions based on MWFRSC Des Ld 47,00 HORZ(TL): 0.101 G B Min Brg Width Req = 2.5 Mea NCBCLL 0.00 Mean Height. 15 00 ft TCDL psf Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 2.5 Soffit: 0.00 .BCDL 5 0 psf Bldg Code: FBG 6th.ed 2017 Max TC CSI: 0.930 Bearings B& E are a rigid surface. Load Duration: t 25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC GSI: 0.890 Bearings B & E require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web GSI 0.308 Members not listed have forces less than 375# Loc. from endwall. NA FT/RT.20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s):i Chords Tens Comp. Chords Tens Comp Wind Duration 1.60 WAVE VIEW Ver 17.02 02A.1213 21 Lumber B - C 1112 - 3922 D - E 1113 - 3913 C - D 956 - 3479 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N T2 2x6 SP SS: Maximum Bot Chord Forces Per Ply (Ibs) Botchord2x4SP #1 Webs 2x4 SP #3 Chords Tens Comp Chards Tens Comp Lumber value set "1313" uses design values B - H 3419 -952 G - E 3412 -953 approved 1/3012013 by ALSC H - G 3452 -953 Loading Maximum Web Forces Per Ply (Ibs) 1 hip supports 7-0-0 jacks with no webs. Webs Tens.Comp Webs Tens. Comp. Left side jacks have 7-0-0 setback with 0-0-0 cant C - H 802 - 41 G - D 808 - 43 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. WQtrP$ WindL`/, Il, f Wind loads and reactions based on MWFRS. i•w yt•"^._:'!/ f z ; * * g r ` § ATE *: 0 278 QIN U v no uius*+ 04/ 23/2018 WARNING;'READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handling, shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building vent Safety Information, byTPIandSBCA) fb safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a pro ed d n99id ceiling LocationsshownforpermanentlateralrestraintofwebsshallhavebracminstalledperBCIsections63, B7 or 810, cable Appty plates toeachfaceortrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Defer to is 160A-Z for standard plate positions. a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawin anv failure to build the conformance with ANSI1i 1 1, or for handling. shipping, Installation and bracing of,trussesA seal on this dr wirtg or cover pagge , This drawingg indicates acceptance of pratessionaf engineering responsibility solely for the desi n shov7n. The suitability s of this drawing for any structure is lie responsibility of the Building Desigrier per ANSIrrPI 1 Sbc.2. information see this job' s general notes page and these web sites. ALPINE: www. aloineitw.com TPI www toinst oro SECA www sh—d-Ir, com ICO www —nf N fTNONFnvr 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330090 Ply: 1 SEQN 10247 / T47 / HIPS Cust R R8975 JRef: 1 Waa89750120 VARIOUS ,9A619A7 ,213MA/213MB/213TA1213TB/213SE ,02/ ,R/01 Dry: 1 FROM JRH DrwNo: 110.18.1507.53352 Truss Label L1G KM / OF 0412012018 12 4 B a.15 A 4X8(A2) Loading Criteria (psf) Wind Criteria TCLL 20,00 Wind Stcl ASCE 7-10 TCDL: 17,00 Speed: 150 mph BCLL 0,00 Enclosure: Closed BCDL 10,00 Risk Category. II EXP. C Des Ld 4700 Mean Height: 15.00 ft NCBCLL 10.00 TCDL 4.2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3,00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1,60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2 OE :T2 2x4 SP #2 N: Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set " 13B" 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 7.00 TC: From 38 plf at 7.00 to 38 pif at 9,00 TC: From 76 plf at 9,00 to 76 plf at 17.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 8.97 BC: From 20 plf at 8.97 to 20 plf at 16.00 TC: 411 lb Conc. Load at 7,03, 8.97 TC: 97 lb Conc. Load at 7.06, 8.94 BC: 586 lb Conc. Load at 7.03, 8.97 Wind Wind loads and reactions based on MWFRS. 7' 5X5 C 7'3"8 7'3"8 5X8 T2 D 16' V6"12 8' 101'4 16' 7'1"12 16 Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria i Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA'; PP Deflection in loc L/defl L/# Loc R ! U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0,117 G 999 360 B 1890 / 580 / - / - / - / 8 0 Lu: NA Cs: NA VERT(TL): 0.431 G 688 240 E 1890 ( 580 / - / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.040 G Wind reactions based on MWFRS HORZ(TL): 0.093 G B Min Brg Width Req = 2.2 Code / Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 2.2 Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0.606 Bearings B & E are a rigid surface. TPI Std: 2014 Max BC CSI: 0,921 Bearings B & E require a seat plate. Rep Factors Used: Yes Max Web CSI 0,249 FT/RT:20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens Comp Chords Tens Comp WAVE VIEW Ver 17 0202A 121321B C 1376 - 4578 D - E 1377 - 4586 C - D 1272 - 4348 Q Srrrr • -trr r p. 648 ATE ;i< crQ Oft\V.-'*.0< c, , rI rrr•• aarrNAIL90278 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 04/23/2018 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, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) tar saety practices prior to performing these functions Installers shall provide temporary bracin er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attacheuriidcellinLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCIsectionsB3, B7 or 9 as appiicabaApplgyplatestoeachfaceofPtrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. f2efer to' drawings 16OA- Z for standard plate positions Alpine, a division of ITW BuildinlComponents Group Inc shall not be responsible for any deviation from this rawin9 any failure to build the truss In conformance with ANSin RI 1, or for handling,shipping, Installation and bracin of trussesA seal on this drawiri or cover page _ listing this drawing, indicates acceptance of pprorssionaf en ineenn( responsibility solely for the desi n shoWn. The suitability and useofthisdrawingforanystructureistheresponsibilitfoftheBuildingDesigrSerperANSIITPI1SIc.2. or more information see this job's general notes page and these web sites: ALPINE: www.alpmedw. com: TPI: wwwtomst ora. SBCA. www. sbondustrv.core ICC. www. iccsaf 2400 Lake Orange Dr. Suite 150 Onando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 .213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Truss Label: C1 12 6 2X4 (A 1) 77' 72 4X6 B 2X4 14'4" Ply 1 SEQN 10248 / T18 / COMN'Cust R R8975 JRef 1 Waa89750120 Qty 2 FROM JJP DrwNo 110.18.1507.53399 KM / DF 04/20/2018 14'4" 77 C 2X4(A 1) 77• 77. 7.,2 14,4., i• ,... Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20,00 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 TGDL: 17.00 Speed 150 mph Pf: NA Ce: NA VERT(LL) 0.016 E 999 360 A 698 / 191 / 453 / - / 142 ! - BCLL: 0,00 Enclosure Closed Lu: NA Cs: NA VERT(TL) 0.062 E 999 240 C 785 / 223 / 540 / • /- / 4 0 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0,010 E - - Wind reactions based on MWFRS Des Ld 7400 EXP. C Mean Height: 21.95 ft HORZ( TL) 0.023 E A Min Brg Width Req - NCBCLL. 10.00 TCDL: 4.2 psf Code / Misc Criteria j Creep Factor: 2.0 C Min Brg Width Req = 1.5 Soffit: 0,00 BCDL: 5 0 psf Bldg Code: FBC 6th.ed 201# Max TC CSI: 0,702 Bearing C is rigid surface gagLoad Duration 1 25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.744 Members not listed have forces less than 375# Spacing. 24.0 " C&C Dist a: 3 00 ft Rep Factors Used: Yes Max Web GSL 0.128 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 It:' 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 A - B 455 -992 B - C 434 995 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 "136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. A - E 797 - 268 E - C 797 - 268 A R eM • ksw # v mew rw•ww. 011 04/ 23/2018 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, handlingg shippping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation. by TTPI and SBCA) &safety practices prior to performing these functions Installers shall provide temporary bracln Rer SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hard shall have a properly attach d ri id cellin9 Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or 910, asapphcatsle. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW B ildinlComponents Grpup In shall not be responsible for any deviation from this drawing any failure to build the trussInconformancewithANSI/T PI 1, or for handling, sipping, installation and bracing of-trussesA seal on this drawling or over page , listingthisdrawingindicatesacceptanceofpro-fessionar en meering responsibility solely for the des! n shown. The suieabihty anduseofthisyawingforanystructureisaresponsibilit,7of the Building Designer per ANSI/TPI 1 SCZ For more information see this job's general notes Dade and these web sites. ALPINE. wwwaloineitw. com TPI. wwwtoinst. oro SECA www sbcindustry com ICC www Iccsaf ALPINE NE AN RW !:OMnANV 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA 213MBl213TA 213TB1213SE A2/ ,RlOt Truss Label: C2 Loading Criteria (psf) TC L L: 20,00 TCDL 1700 BCLL 0.00 BCDL 1000 Des Ld 4700 NCBCLL. 10.00 Soffit 000 Load Duration 1 25 Spacing: 24 0 " Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 6'6" 6,6, Ic Ply: 1 SEQN: 10249 / T14 / HIPS ` Cust R R8975 JRef 1 Waa89750120 Qty 1 FROM JJP DrwNo 110.18.1507.53695 KM / DF 04/2012018 T 10" 14' 4" 1 4 1. n 6'6 4BX6 4 C 14'4" 6' 9"8 7'6" 8 6,98 14, 4„ Wind Criteria Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NAI PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL W Speed: 150 mph Pf: NA Ce: NA VERT(LL): -0.015 F 999 360 A 698 / 280 / 454 / - / 131 Enclosure: Closed Lu: NA Cs NA VERT(TL) 0 052 F 999 240 D 785 / 326 / 541 / - / - 4.0 Risk Category II Snow Duration: NA HORZ(LL). -0.009 F - - Wind reactions based on MWFRS EXP: C HORZ( TL) 0 020 F A Min Brg Width Req = Mean Height: 2178ftCode / Misc Criteria Creep Factor: 2.0 D Min Brg Width Req = 1.5 TCDL 4.2 psf BCDL 5.0 psf Bldg Cade: FBC 6th.ed 2017 Max TC CSI: 0,617 Bearing D is rigid surface. g a gMWFRSParallelDist 0 to h/2 TPI Std; 2014 Max BC CSI: 0,742 Members not listed have forces less than 375# C&C Dist a: ft Re Factors Used: Yes p Max WebCSI 0 080 Maximum Top Chord Forces Per Ply (Ibs) dwa Loc. fromendwall: 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 A - B 478 -1011 C - D 464 -987 B - C 498 - 826 R v wv• vs ..r w R R ATE : 4 f RJR IAAR'' R ww Q 278`eel% fa!6NQt* .. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - F 817 - 292 F - D 793 - 301 04/23/2018 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 SCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions Installers shall provide temporary bracin er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proQerly attach d rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracin installed per BC I sections 63, B7 or 610 as applicable ApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoint9Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions Alpine, a division of ITW Building omponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss in conformancewithANSI/! 11, or for handhn shipping, installatidn and bracing of,trussesA seal on this dr$wing or cover pagge, listing this drawingindicatesacceptanceofpro"essionalq engmeen responsibility solely for the desi n shown. The suitability and use ofthiscawingforanystructureisaresponsibilityoftheuildingDesignerperANSI/TPI 1 S c. . For more information see this job's general notes page and these web sites: ALPINE. www. almneitw.corn TPI: www.toinst. orn SBCA. wwwsbcindustry com ICC www iccsar ua rrw C6Mrnnt' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10250 / T10 / SPEC Gust R R8975 JRef: 1 Waa89750120 VARIOUS ,9A6/9A7 .213MA1213MB/213TA/213TB/213SE ,02/ ,R/01 Qty 1 FROM JJP DrwNo. 110.18.1507,53134 Truss Label: C3 KM / DF 04/20/2018 4,6" 77' 8'6" 14'4" 4,6„ 2'8" 1.41. 510„ 4X4 D 4X4 14X6(SRS) 12 B C r I 6 M ZZ i A E P f ,"a .- F H G L 2X4(A1) 4X4 4X4 2X4(A1) 14A 4'9"8 3'6" 12 5' 11 "12 4'9„8 8A"4 14A„ Loading Criteria (psf} Wind Criteria Snow Criteria (PgPf in PSF) Defl/CSI Criteria TCLL 20.00 Wind Std ASCE 7-10 Pg: NA Ct: NA CAT NA; PP Deflection in loc L/defl L/# TCDL: 17.00 Speed 150 mph Pf NA Ce NA VERT(LL): 0.022 C 999 360 BCLL 0,00 Enclosure: Closed Lu. NA Cs: NA VERT(TL): 0,084 C 999 240 BC OL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.009 G - Des Ld 47.00 EXP:C Mean Height: 21.62 ft Code f Misc Criteria HORZ(TL): 0,021 G NCBCLL 10 00 TCDL 4.2 psf Creep Factor: 2.0 Soffit: 0,00 BCRL: 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0A50 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0 451 Spacing: 24.0 " C&C Dist a: 3,00 ft Rep Factors Used Yes Max Web CSI: 0.182 Loc. from endwail: not in 4.50 ft FT/RT:20(0)/10(0) GCpj: 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 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/3012013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. R R ATE 0 27s NAI. 04123/ 2018 Maximum Reactions ( Ibs) Loc R /U /Rw / Rh /RL /W A 699 ! 277 1450 ! - / 119 / 4.0 E 784 / 321 / 538 (- /- 14-0 Wind reactions based on MWFRS A Min Brig Width Req = 1.5 E Min Brig Width Req = 1.5 Bearings A & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp. A - B 614 - 1106 C - D 596 - 938 B - C 607 - 949 D - E 560 - 1031 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - H 928 - 456 G - E 842 - 393 H - G 1044 - 524 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - G 293 - 390 G - D 476 - 268 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attachud rigid ceiling Locations shownforermanentlateralrestraintofwebsshallthbracingqinsTalledperBCIsectionsB3, B7 or 910, as applicabgle. Apply plates toeachface. ofPtruss and position as shown above and on tIe Joint Details, unless noted otherwise. Refer to drawings 160A-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 truss in conformance with ANsI/ l RI 1, or for handlin shippin , installation and bracing of,trussesA seal on this dr w- ing9 or cover pa e listingthis drawing indicates acceptance of pro essiona en ineerincct1 responsibilitcyv solely for the desi n shoNin. The suit9ability and se of this drawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSVTPI1S%c.2. or more information see this job's general notes page and these web sites. ALPINE: www.aloineirw.coin : TPI. www. toinst.oro. SBCA. www. sbcindustrv. com ICC www iccsaf AL NE CO.,- 2400 Lake OrangeDr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS .9A6l9A7 .213MA 213MBl213TA 213TB/213SE ,02/ ,Rl01 Truss Label: C4G 1 o ! N M r` 3 / m _ 2'6" 2,6„ Ply 1 SEQN:10251 / T9 / HIPS CustRR8975JRef: 1Waa89750120 Qty: i i FROM: JRH DrwNo: 110.18 150T53694 KM / DF 04/20/2018 57' 7'8" 9'4" 14'4" 2,8,, 2'6 1,8„ 5 4X6 4X6 E F 4X6(A2) '"A-+ 14A'4 ZA`r 4X6(A2) 14'4" 2'9"8 4' 10"8 1'6"4 51 "12 2'9"8 7'8" 9,2"4 14'4" Loading Criteria (psf) j Wind Criteria I Snow Criteria (Pg.Pr,n PsF) Defl/CSI Criteria 1 Maximum Reactions (Ibs) TOLL: 20,00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT NA I 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 : 0,102 J 999 360 BCLLL 0.00 Enclosure: Closed Lu: NA Cs NA VERT(TL): 0.383 J 713 240 G 1567 / 835 ! - / - / 4.0 BCDL: 10.00 Risk Category II Snow Duration NA HORZ(LL). -0.027 1 - - Wind reactions based on MWFRS Des Ld 47,00 EXP' C HORZ(TL) 0 061 1 B Min Brg Width Req = 1 7 NCBGLL. 10.00 Mean Height 21 41 ft TCDL: psf Code / Misc Criteria Creep Factor: 2.0 G Min Brig Width Req = 1.8 Soffit: 0.00 2 gCDL 5.0 psf Bldg Code: FBC 6th ed 2017 Max TC CSI: 0.563 Bearings B & G are a rigid surfacegg load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.933 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3,00 ft Rep Factors Used Yes Max Web CSI: 0,363 Maximum Top Chord Forces Per Ply (Ibs) Loc, from endwall not in 4.50 It FT/RT:20(0)/10(0) Chords Tens Comp. Chords Tens. Comp GCpi: 0 18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02 02A.1213.21 B - C 1294 - 2572 E - F 1343 - 2444 Lumber 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 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC: From 78 pif at -1.00 to 78 pif at 15,33 BC From 20 plf at 0.00 to 20 pif 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 I . Wind loads and reactions based on MWFRS. 4R•' RR 4 [+ R 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 1 - 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 ATE 0ORO I RR R•R ntaw RR* 0 278 uy u+Q+la- veyrtfwfutt N 04,123/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg 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 sheathing and bottom hord shall have a pro erlyattachedrigidcellinLocationsshownforpermanentlateralrestraintofwebsshallhavebracingqinstalledperBCsections63, B7 or10asapplicableApplyplatestoeachfaceortrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinq CComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build thetrussInconformancewithANSIlI"RI 1, or for handli shippin . installation and bracing of_trussesA seal on this drawirt or cover page. listing this fit, rawing indicates acceptance of pro) esslonal engineering responsibility solely for the de si n sho n. The suitabilityanduseothisdrawingforanystructureistheresponsibilityoftheuildingDesigrierperANSIfTPI1AK2. For more information see this job's general notes page and these web sites: ALPINE: www.aloineirw.com: TPI. www.toinst.oro: SBCA www.sbcindustry com ACC www iccsaf u rnv,-o`,i..' 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6t9A7 ,213MA/213MB/213TA/213TB/213SE 02/ ,R/01 Truss Label: MG1 Loading Criteria (psf) Wind Criteria TCLL: 20,00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL 0,00 Enclosure. Closed BCDL: 1000 Risk Category. 11 Des Ld 47 QO EXP: C Mean Height: 22-16 ft NCBCLL 10,00 TCDL 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration 125 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " j 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 #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 7,00 BC: From 10 pif at 0.00 to 10 plf at 7,00 BC: 698 lb Conc. Load at 2.06, 4,06, 6.06 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Ply 1 SEON 10252 / T11 / EJAC Cust RR8975 JRef: 1Waa89750120 Qly. 1 FROM: JRH '.. DrwNo. 110.18.1507.53524 KM / DF 04/20/2018 4xa B D C or4X8 03X8 2- 7" 12 7___ Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Fig NA Ct NA CAT: NA PP Deflection in loc L/defl L/# i Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): -0.020 D 999 360 A 1212 / 476 / - / - 1 - 14,0 Lu: NA Cs: NA VERT(TL): 0.072 D 999 240 C 1498 / 512 /, / - / • / - Snow Duration: NA HORZ(LL): -0.010 D Wind reactions based on MWFRS HORZ(TL): 0.022 D A Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 C Min Brg Width Req = - Bldg Code FBC 6th.ed 2017 Max TC CSI: 0,958 Bearing A is a rigid surface. TPI Sid: 2014 Max BC CSI: 0.516 Rep Factors Used: Yes 1 Max Web CSI: 0,744 Members not listed have forces less than 375# FT/RT:20(0)/10(0) j i Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp, Plate Type(s): WAVE VIEW Ver 17.02 02A.1213 21 A - B 530 - 1467 V, 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 i w j a §tA !^7^ E Qom* I v 90 278 htrde alauttut'' 04/23/2018 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) for safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properlyattachodriggidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininsTalledperBCIsectionsB3, B7 or 810asapplicat3leApplyplacestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine a division of ITW Buildino Comnonents Groun Inc shall not ha rpsnnnsihlp fnr anv dpviatinn from this drawin an failure to build the it seal on this drawiriq or cover pa gqe , Aor the d1 iqnSbcshown. The suiFablhty ALPINE any more and these web sites: ALPINE. www. 4J:. Y!bA1 Mh- 2400 Lake Orange Or Suite 150 Orlando FL, 32837 Job Number: N330090 Ply 1 SEON 10253 / T44 / VAL Cust. R R8975 JRef 1 Waa89750120 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Oty 1 FROM: JRH OrwNo 110.18.1507.53664 Truss Label: MV6 KM ! OF 04/20/2018 e`4 Loading Criteria (psf) Wind Criteria TCLL: 20,00 Wind Sid: ASCE 7-10 TCDL: 1700 Speed 150 mph BCLL: 0,00 Enclosure: Closed BCDL: 10.00 i Risk Category: II 1 Des Ld' 47,00 EXP: C Mean Height. 22.56 ftNcl : 10.00 TCDL 4.2 psf Soffit: 0,00 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist h/2 to h Spacing: 24.0 1 C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi 0.18 Wind Duration 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" 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 . 2X4 B E 3X6 5'11"8 51178 5'11"8 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 / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA D* 98 / 24 / 69 /- / 16 / 71 5 Lu NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.011 C D Min Brg Width Req = - HORZ(TL) 0.026 C Bearing A is a rigid surface. Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th ed 2017 Max TC CSI: 0.572 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.496 Rep Factors Used: Yes Max Web CSI: 0.209 FT/RT:20(0)/10(0) Plate Type(s): _ WAVE VIEW Ver: 17.02 02A 1213 21 ATE • f`. (4 RRR MIFA• 0 278 gi QNAL 04/23/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingtSafetyInformation, byY TPI and SBCA) far safety practices prior to performing these functions Installers shall provide temporary. SCSI. Unless noted otherwise.top chord shall have properly attached structural sheathing and bottom hord shall have a propperly aId ceding Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections $3, B7 or B10ile.- Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to' a division of ITW , Xildin CComponents Group Inc. shall not be responsible for any deviation from this drawingq any failure to build theconfprmancewithANSI11, or for handling, shipping, installation and bracingant trussesA seal on this dr8wirig or cover page , this drawing indicates acceptance of pro-fesstonaf fe ineenng responsibility solely for the design shown. The suit/ bthtyeofthisaawingforanystructureistheresponsibilitoftheBuildingDesigrferperANSI/TPI 1 S76c.2. information see this job`s general notes page and these web sites: ALPINE- www. aloineaw.com_ TPI_ wwwtoinst. ora- SBCA- wwwsbcindustry corn ICC www Iccsar ALPINE V: pMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Truss Label: MV4 Loading Criteria (psr) TCLL: 20,00 TCDL: 17,00 BCLL: 0.00 BCDL: 10,00 Des Ld: 47.00 NCBCLL 10.00 Soffit: 0,00 Load Duration: 1,25 Spacing: 24.0 " W4 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 23.06 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 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 "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . Ply: 1 SEQN: 10254 / T43 / VAL Cust: R R8975 JRef. 1 Waa89750120 Qty: 1 j FROM: JRH DrwNo: 110.18.1507.53493 KM / OF 04/20/2018 H2X4 12 B 3' 11 "8 3'11"8 3'11"8 Snow Criteria (Pg,Pf in PSF) Fig: NA Cr NA CAT: W 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 J fi 2X4 Defl/CSI Criteria PP Deflection in loc L/defl L/# 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 ATE fdI 4 ••ue wa•• V O4/23/2018 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W D* 97 / 22 / 67 /- / 15 147.5 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# 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 propperly attached rigid cellln9 Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610 as applicable. Apply Oates to each face or truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build thetrussinconformancewithANSI/l PI 1, or for handlin shippin , installation and bracing Of,trussesA seal on this dr'Awing or cover pagqe , listing this drawing, indicates acceptance of pro) essional engineerin responsibility sole) for the design shown. The suitabilityanduseofthisdrawingforanystructureistheresponsibilityoftheOuildingDesigrierper'ANSI/TPI 1 Sec.2. For more information see this job's general notes Page and these web sites ALPINE- w aipineitw com, TPI- w tpinst org; SBCA www sbcindustry com, ICC: w iccsaf ALNE n"COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS .9A6/9A7 ,213MA/213MB/213TA/213TB/213SE 02/ ,R/01 Truss Label: MV2 Loading Criteria (psf) TCLL 20,00 TCDL: 1700 BCLL: 0,00 BCDL 10,00 Des Ld 47,00 NCBCLL 10.00 Soffit: 0,00 Load Duration 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 23.56 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 611/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Plating Notes 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements WindWind 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 . rt Snow Criteria (Pg.,Pf in PSF) Pg NA CtNA CAT:NF Pf: NA Ce: NA Lu NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Ply 1 SEQN: 10255 / 142 / VAL Gust: R R8975 JRef i Waa89750120 Qty: 1 FROM. JJP DiwNo 110.18.1507.53586 KM / DF 04/20/2018 Defi/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 Vec 17.02.02AA213.21 0 JE 00 C o 278 NAL . r„t+aftwaw"`` o 04/23/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom hord shall hav a propperly per BC I sections B3, 7 or 610, finless noted otherwise. Refer to Maximum Reactions (Ibs), or *=PLF Lac R /U /Rw /Rh /RL /W D" 97 / 27 / 60 /- / 17 / 23.5 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# f ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawin any failure to build the ice with ANSI l PI 1, or for handling, shipping, installation and bracing of-trussesA eal on this drawing or cover page , ng indicates acceptance of professional engineering responstbili solely tsor the desi n shovTn. The sid,CabrhtyyawingforanystructureisaresponsibilityoftheBuildingDesigderperANSIfTPI1SC.2. ee this fobs general notes page and these web sites. ALPINE: www.alpineaw.Com. TPI www.tpinst ore. SBCA: www.sbcindustry.cont. ICC. www.ICCsaf ALPINENE AN f'. W Q MCAM' 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330090 Ply: 2 SEQN: 10256 / T13 / FLAT Gust RR8975 JRef 1Waa89750120 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,021 ,R101 Qty: 1 FROM: JRH DwNo 110,18.1507.53149 Truss Label: FG1 KM / OF 04/20/2018 2 Complete Trusses Required 5 3'2"10 5'10"15 8'8"1 5„ 2'9" 10 2,8„6 2'9"2 4X10 5X8 2X4 A B C 3X6 2'9"2 29„2 Loading Criteria (psf) Wind Criteria TCLL: 40,00 Wind Std NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5,00 Category: NA EXP: NA Des Ld: CLL 55, 0 Des Ld 55.00 Mean Height: NA ft TCDL: NA psf Soffit: 2.00 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 GCpr NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE Bot chord 2x6 SP 2400f-2.OE Webs 2x4 SP #3 :W2, W9 2x4 SP 2400f-2.OE. W4, W7 2x4 SP #2 IN Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nadnote Nail Schedule:0.128"xY 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 pif at 0,00 to 100 pif at 13,25 BC: From 10 plf at 0.00 to 10 pif at 13.25 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 Ito 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. 10'8"6 1210" 13': 2'0"6 21"10 5"' 2X4 5X8 5X10 D E F J/\ 1 C -- V/\ IV - V/\ 14 G 4X6 2'9"10 3W 10 ZY10 2'0"2 56"11 8' 11 "5 117' 14 13' 3" Snow Criteria (Pg.Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA' PP Deflection in loc L/defl L/# : Loc R U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.188 C 846 360 L 4678 / - / - / - ! - 4 0 Lu: NA Cs: NA VERT(TL): 0.329 C 615 240 1 M 5592 / - 1- / - ! - 6.2 Snow Duration: NA I HORZ(LL): 0.038 A L Min Brg Width Req = 1.9 HORZ(TL): 0.052 A M Min Brg Width Req = 2.3 Code / Misc Criteria Creep Factor: 2.0 Bearings L & M are a rigid surface. Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,655 TPI Std: 2014 Max BC CSI: 0.736 Members not listed have forces less than 375# Rep Factors Used: No Max Web CSI: 0.785 Maximum Top Chord Forces Per Ply (lbs) FTlRT:20(0)/10(0) Chords Tens Comp Chords Tens Comp Plate Type(s) A - B 0 - 3925 D - E 0 - 6173 WAVE VIEW Vec 17.02.02A.1213.21 B - C 0 -6168 E - F 0 - 3903 C - D 0 - 6243 ATE} t [}w 0 278+uuttttlaulutltN 04/23/2018 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, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properlyattachedrgidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinfnsialiedperBCIsectionsB3, B7 or 910 asappllcameApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW But ldlnc$Components Group InG shall not be responsible for any deviation from this drawing an failure to build the truss in conformance with AN51/T PI 1, or for handlin j shipping, Installation and bracing of trussesA seal on this drawingg or cover page , listingthisdrawing, indicates acceptance of proo'essionaiq en ineerinq responsibility solely for the design shoWn. The suiTablllty anduseofthisdrawingforanystructureis8eresponsibilityoftheBuildingDesignerperANSI/TPI 1 S6c.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: wwwtomst ord SBCA: www. sbandustrv.com. ICC. www.iccsaf ALPINE nry my ' I—Nn 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Truss Label: FG2 2X4 A 2 Complete Trusses Required 5'2"12 57-12 Loading Criteria (psf) Wind Criteria TCLL 40,00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL: 5,00 Risk Category: II EXP:C Des Ld: 55.00 I Mean Height: 15.00 ft NCBCLL 0.00 1TCDL: 4.2 Soffit: 2.00 psf 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 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set " 136" 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 Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 8.48 TC: From 180 plf at 8.48 to 180 plf at 8,50 TC: From 100 pif at 8,50 to 100 plf at 11.33 TC: From 390 pif at 11.33 to 390 plf at 13.88 BC: From 10 pif at 0.00 to 10 plf at 13.88 BC: 1096 lb Conc. Load at 11.33 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS. 4X4 B 8'9"12 Snow Criteria (Pg,Pf in PSF) Pg:NA CtNA CAT: NI Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Ply: 2 j SEQN: 10257 / T33 / FLAT Gust R R8975 JRef: 1 Waa89750120 Qty: 1 FROM: JJP DrwNo: 110.18.1507.53461 KM / DF 04/20/2018 87' 11 13' 10"8 3,6" 11 5,2"13 2X4 4X4 C D 4X4 3'6" 11 8'9" 7 . Defl/CSI Criteria PP Deflection in loc L/defl L/# 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 CSI: 0,222 FT/RT:20(0)/10(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. Vd•'•QE SATE OF ; tz 4 r +#RAQtiAY{RtO' 0 278 Q V,4k.'` 4"I"tUilliul t oo 04/23/2018 5'0" 12 "1 5'1"1 13' 10"8' Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W H 501 / 196 / 152 / - / - 15.7 F 1740 1392 / 187 ! - / - / 8.0 E 1227 1 146 / 247- Wind reactions based on MWFRS H Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 E Min Brg Width Req = - Bearings H & F are a rigid surface. Bearings H & F require a seat plate. Members not listed have forces less than 375# Maximum Web Forces Per Ply (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 Trusses require extreme care in fabricating, handling,shipping, installing. and bracing.. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fsa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathin and bottom hord shall have a pro erly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCIsectionsB3, 67 or 910 asapphcae. Apply plates to each faceof truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW Building omponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/l IRI 1, or for handling, shippin , installatldn and bracing of,trussesA seal on this drawing or cover pa e , listing thisdrawing, indicates acceptance of pro) essronal engineerin9 responsibility solely for the design shown. The sui abdrty and useofthisdrawingforanystructureistheresponsibilityofthebuildingDesigrierperANSI/TPI 1 S c.2. ALPINE PN RW COMPAPIY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 More ALPINE: w alpineitw.com. TPI: Job Number: N330090 Ply 2 SEON 10258 f T22 / FLAT VARIOUS .gA6/9A7 ,213MA/213MB/213'FA/213TB/213SE ,02/ .R/01 Oty i FROM JRH Truss Label: FG3 2 Complete Trusses Required Loading Criteria (psf) Wind Criteria TCLL: 40,00 Wind Std ASCE 7-10 TCDL: 10,00 Speed 150 mph BCLL: 0,00 Enclosure Closed BCDL 5,00 Risk Category II Des Ld: 55.00 EXP: C Nes Ld 0.00 Mean Height 15 00 ft 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 endwalC 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 24001`-2.0E: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule: 0. 1 28"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 Duc Fac =1 00) TC: From 450 plf at 0.00 to 450 plf at 5 55 TC: From 100 plf at 5.55 to 100 pif at 8.51 BC: From 10 pif at 0.00 to 10 plf at 8.51 TC: 373 lb Conc. Load at 1.47, 3,62 TC: 100 lb Conc. Load at 5.55 BC: 2747 lb Conc. Load at 0.97 BC: 757 lb Conc. Load at 2.72, 4.72, 6 72 BC: 1227 lb Conc. Load at 5.48 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing - Additional Notes Truss must be installed as shown with top chord up. 2' 10" 10 5'5" 12 8'6"3 2' 10" 10 2'72 3'0"6 8'6"3 2' 10" 10 3' 1 "2 2,6"6 2'10"10 5111" 12 8'6" 3 Snow Criteria (Pg, Pf in PSF) Pg: NA Ct NA CAT NF Pf NA Ce NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th ed 201 TPI Std 2014 Rep Factors Used Yes FT/RT20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.056 B 999 360 VERT(TL) 0.161 B 942 240 HORZ(LL). 0.015 A - - HORZ(TL): 0.029 A Creep Factor: 2 0 Max TC CSI: 0,860 Max BC CSI: 0 541 Max Web CSC 0A25 VIEW Ver: 17.02.02A.1213.21 Wind Wind loads based on MWFRS with additional C&C member design. 0 % ('ATE OF : , I.e, •,•.'4 OR\ I' RIAFT M R'.R 0 278 04/23/2018 Cust R R8975 JRef 1 Waa89750120 DrwNo 110,18-1507.53742 KM / DF 04/20/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W H 6217 / 316 / 133 ! - / 3-8 E 3753 /405 /133 (- Wind reactions based on MWFRS H Min Brg Width Req = 2 6 E Min Brg Width Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (ibs) Chords Tens.Comp, Chords Tens. Comp. A - B 312 - 4055 C - D 379 - 3565 B - C 312 - 4055 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 3706 - 387 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-H 177 -2122 C -F 116 -631 A - G 4296 - 331 F - D 3883 - 411 B-G 124 -915 D -E 201 -1704 G - C 389 - 9 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) fb safety practices prior to performing these functions Installers shall provide temporarybracingperBCSI. Unless noted otherwise,top chord shall have properlyY attached structural sheathing and bottom chord shall have a properlyattachedrigidceilingLocationsshownforpermanentlateralrestraintOfwebsshallhavebracinInstalledperBCSIsectionsB3, 87 or 910. as applicable. Apply plates to each face of truss and position as shown above and on the Joln Detalls, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions Alpine, a division of ITW Building CComponents Group Inc shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/) RI 1, or for handlin shippingg, installation and bracing of trussesA seal on this dr wiXg or cover pagqe _ listing this drawing, indicates acceptance of pro) essionaf en ineerin responsibility solely for the design shov7n. The suit`abdityanduseofthisdrawingforanystructureistheresponsibilitofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE wwwalpineitw. com. TPI. wwwtpinsl. orq, SBCA. www. sbcinduslrv.com. ICC: www.imsafe 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 Ply 2 SEQN 10259 / T17 / FLAT VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE 02/ ,R/01 Qty: 1 FROM: JRH Truss Label: FG4 r 2 Complete Trusses Required Loading Criteria (psf) Wind Criteria TCLL 40.00 Wind Std ASCE 7-10 TCDL 10,00 Speed. 150 mph BCLL: 0.00 Enclosure: Closed BCDL 5,00 Risk Category: II Des Ld 55 pp EXP: C Mean Height: 15.00 it 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: 138 (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128" 0" nails Top Chord: 1 Row @ 2.00" o.c Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 390 plf at 0.00 to 390 plf at 290 BC: From 10 plf at 0,00 to 10 plf at 2.90 TC: 411 lb Conc. Load at 0.33 TC: 790 lb Conc. Load at 2.33 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up L' 210"12 1 Snow Criteria (Pg,Ff 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 2'10"12 2'10"12 Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.001 B 999 360 VERT(TL): 0.002 B 999 240 HORZ(LL): 0.000 A - - HORZ(TL): 0,001 A Creep Factor: 2.0 Max TC CSC 0,750 Max BC CSI: 0.026 Max Web CSI: 0,166 VIEW Ver: 17.02.02A.1213,21 VATE (YF 0 278 NM, 04/23/20 ( 8 Cust R R8975 JRef i Waa89750120 DrwNo. 110.18.1507.53602 KM / OF 04/20/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W D 1096 1139 45 /- /- C 1263 /188 /45 /- /- /- Wind reactions based on MWFRS D Min Brg Width Req = C Min Brg Width Req = - 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 Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, bVy TPI and SBCA) fbr safety practices prior to performing these functions. Installers shall provide temporary bracin per BCSi. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom hord shall have a properlyattachdrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCIsectionsB3, B7 or 610asappIcat3le. Appfy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildln -components Group Inc shall not be responsible for any deviation from this drawing any failure to build thetrussinconformancewithANSInPI1, or for ha di shipping, Installatidn and bracing of trussesA seal on this drawing or cover pace , listing this drawing indicates acceptance of Rr sstonat en ineeringg responsibilittyv sole) for the delanshown. The suitability anduseofthisdrawingforanystructureisElieresponsibilityoftheBuildingDesigrSerperYANSI/TPI 1 S c.2. For more information see thislob's general notes page and these web sites: ALPINE: www. alpineitw.core TPI: wwwtpinst org SBCA. www. sbundustrv.com: ICC. www. iccsaf ALPINE AN fiW C(7MPnNY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TBI213SE .02/ ,RIO1 Truss Label: HJ7 4'1 / 1,51, Ply: 1 1 SEQN: 10260 / T8 / HIP_ Cusl R R8975 JRef: 1 Waa89750120 Qly: 5 FROM: HMT DrwNo 110.18 1507.53118 KM / DF 04/20/2018 5'3"5 9110"1 5'3" 5 4'6" 11 2X4(A1) nr Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std ASCE 7-10 TCDL: 17.00 Speed 150 mph BCLL: 0,00 Enclosure: Closed BCDL: 10,00 Risk Category II Des Ld 47,00 EXP: C Mean Height: 15,00 it NCBCLL 0,00 TCDL: 4.2 psf Soffit 000 BCDL 5 0 psf Load Duration 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3,00 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. 922 922 7"1 9'1( 0 Snow Criteria (Pg,Pf in PSF) ! DefI/CSl Criteria I Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NA: PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.034 F 999 360 ; B 425 / 125 / - / - / 10-6 Lu: NA Cs: NA VERT(TL): 0.133 F 999 240 E 447 / 60 / 0 / 0 / 1.5 Snow Duration: NA HORZ(LL): 0,008 C - D 302 / 151 / - ! - / - / 1 5 HORZ(TL): 0,021 C Wind reactions based on MWFRS Code I Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.860 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0,462 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0,354 Bearing B is a rigid surface FT/RT:20(0)/10(0) i Bearing B requires a seat plate. Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver 17.02 02A.1213 21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp B - C 333 - 772 IkS a • w wwwrwww* 4 0278 INA i 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 04/23/2018 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, shippin installing, and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fbi safety ractices prior to performing these functions. Installers shall provide temporarybracinpegBCSLUnlessnotedotherwise,top chord shall have proper)vv attached structural sheathing and bottom hard shall havg a properlyattachriidcedingLocationsshownforpermanentlateralrestraintofwebsshallhavebraacininRliedperBCIsectionsB3, 67 or 10 asappiCae. AppTy plates to each face ortrussand position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW Build ng CComponents Gr4up In shall not be responsible for any deviation from this drawl an failure to build the truss inconformancewithANrlPI1, or for handim s, ippin , installatsi n and bracing of.trussesA Seal on this Uwl ing or cover page. - listing thisdrawingindicatesacceptanceofpro)'essionalq en Ineerinq responsibility solely for the de si n shown. The suitability and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI(TPI 1 11c.2. or more information see this job's general notes page and these web sites. ALPINE: www.aloineitw.com. TPI: www.toinst oro SBCA- www sbcmd-1 corn ICC www iccsaf ALPINE NE N"I COW,— 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Truss Label: HJ7L Loading Criteria (psf) TCLL: 20,00 TCDL: 17,00 BCLL 0,00 BCDL: 10.00 Des Ld 47,00 NCBCLL 0.00 Soffit: 0,00 Load Duration 1.25 Spacing: 24.0 " 1,5" Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category ll 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 GCpr 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-1 1-8 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. Ply: 1 SEQN: 10261 / T54 / HIP Cust R R8975 JRef: 1 Waa89750120 Qty: 2 FROM: JRH DrwNo 110 18 1507 53351 KM I DF 04/20/2018 5'4" 11 9110,11 54"11 _ 4'5„5 Snow Criteria (Pg.Pf in PSF) Pg: NA Ct NA CAT: N/ Pf NA Ce: NA Lu. NA Cs: NA Snow Duration NA Code I Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used. No FT/RT:20(0)/10(0) Plate Type(s): WAVE 4i Deft/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.040 C 999 360 VERT(TL): 0.152 C 999 240 HORZ(LL): 0,008 F - - HORZ(TL): 0.020 F Creep Factor: 2,0 Max TC CSI: 0,781 Max BC CSI: 0,493 Max Web CSI: 0,419 VIEW Vec 17.02.02A.1213.21 o ,,o": §tATE 53 : OR"I'4' 0 278 " QNA 9"9 9' 10"1 Maximum Reactions (Ibs) Loc R I /Rw /Rh IRL /W G 416 /128 /- /- /106 E 445 /64 /0 /0 15 D 287 /151 /- /- 1-5 Wind reactions based on MWFRS G Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing G is a rigid surface. Bearing G requires a seat plate Membersnot 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 04/23/2018 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, handlingq shl pin installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byv TPI and SBCA) fb? sa 6 ractices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erlyattachedrqidceilinglocationsshownforDermanentlateralrestraintofwebsshallhavebracingpinstalledperBCSIsectionsB3, B7 or 910asappltcae. Apply 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, a division of ITW B ildinl omponents Group In shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/tI 1, or for handlincL sipping, installattdn and bracing of trussesA seal on this drawirSg or cover page , listing this drawing indicates acceptance of pro7essionai en ineering responsibility solely for the desi n shoWn. The suit bittyanduseofthisyawingforanystructureisaresponsibilit)of the building Desigrier per ANSIriPI 1 S c.2. For more information see this job's general notes page and these web sites. ALPINE. www.alpmeaw.com, TPI www.tpinst.oro: SBCA: www. sbcmdustrv.com. ICC. www. iccsaf ALP NIE N I ::nM NY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 I Ply: 1 SEQN: 10262 / T12 / HIP_ Cust. RR8975 JRef: 1 Waa89750120 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Oty: 2 FROM: JRH DrwNo 110,18.1507.53806 Truss Label: HJ5 KM / OF 04/20/2018 C 12/ 4.24 v V ch B co 4`3 , A Ar D 7'0" 2 1'S" TT2 Loading Criteria (psf) ! Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL: 20.00 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 mphp Pf: NA Ce: NA VERT(LL): NA I B 235 / 100 ! - / - 1- / 4.9 BCLL: 0,00 Enclosure: Closed Lu: NA Cs NA VERT(TL): NA j D 96 / - 118 ! - ! - / 1.5 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.013 D 1 C 273 / 165 / - / - / 1.5 EXP:C Des Ld: 47.00 HORZ(TL): 0.033 D Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 21.40 ff TCDL 4.2 Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 psf Soffit: 0,00 ! BCDL 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.992 D Min Br Width Reg q = ' Load Duration: 1.25 %MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.509 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3,00 ft Rep Factors Used: No I Max Web CSI: 0,000 Loc. from endwall: NA FT/RT:20(0)/10(0) i, Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): j Wind Duration: 1.60 WAVE VIEW Ver 17 02 02A 1213 21 Lumber Value Set: 136 (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 Loading Hipjack supports 4-11-8 setback jacks 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.MIMNtflttt Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. a SATE 0 r e* 'RMR IIOjA U i1Af 04/23/2018 WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uses require extreme care in fabricating, handling,shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building mponentSafetyInformation, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary. Icing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a properly ached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracln installed per BCSI sections B3, 87 or B10 applicabgle. App y plates to each face otPtruss and position as shown above and on the Jolnf Details, unless noted otherwise. Refer to' ALPINE wings160A-Z for standard plate positions. line, a division of ITW Building omponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the nu wcomcn„Y ss In conformance with ANSIrt 1 1, or for handlinct, shippin9, installation and bracing of,trussesA seal on this dr wirt9 or cover pa e , , 2400 Lake Orange Dr. ingthisdrawing, indicates acceptance of prolesstonaf en ineeringg res onstbiltttyv solely for the desiqn shown. The suitability Suite 150 duseofthisdrawingforanystructureistheresponsibilityofthe6uildiigDesigrSerperANSI/TPI 1 SZc.2. more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com, TPI: www.tpinst,org: SBCA: wwwsbcinduslry.com: ICC. www.iccsafe.org Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/O1 Truss Label: HJ3 Loading Criteria (psf) TCLL. 20.00 TCDL: 17.00 BCLL: 0.00 BCDL 10.00 Des Ld: 47,00 NCBCLL 0.00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24.0 " f 4t'3 t_ 1'5" 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 GCpr 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. Ply: i SEQN: 10263 / T27 / HIP_ !; CusC RR8975 JRef: lWaa89750120 Qty: i FROM: JJP i DrwNo: 110.18.1507.53055 KM / OF 04/20/2018 12 C 2X4(A1) Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: Nf Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE 3' 5" 11 3'5" 11 DefI/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 y ` * • w t ATE nt NA sw wwwww V Q0 0 N t Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 92 /42 /- /- /- /4.9 D 19 /- /5 /- /- /1.5 C 57 /34 /- (- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# 04/23/2018 WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING( IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handljn shipping, installing and bracing.Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary. BCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly i Id ceiling Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 810, ile. Apply plates to each face ofptruss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. of comormance wltn ANJI/ I rrl 1, or for nanaiml snlppthisdrawing, indicates acceptance of proessloreofthisdrawingforanystructureistherespon information see this job's general notes page and these web sites: his drawing,any failure to build the on this drawing or cover paqe Le design shown. The suifabrlity A PINE AN ff W CO 11- 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A619A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Truss Label: EJ7 Loading Criteria (psf) TCLL 20,00 TCDL: 17,00 BCLL 0,00 BCDL 10.00 Des Ld 47,00 NCBCLL: 10.00 Soffit: 0,00 Load Duration. 1,25 Spacing: 24.0 " 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 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT N/ Pf NA Ce: NA Lu NA Cs NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Ply: 1 SEQN 10264 / T19 / EJAG Gust RR8975 JRef: lWaa89750120 Qly: 7 FROM RDG DrwNo. 110.18.1507,52806 KM / WHK 04/2012018 7' 7' Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT( TL). NA HORZ( LL) 0.017 D HORZ(TL) 0 040 D Creep Factor 2 0 Max TC CSI 0 956 Max BC CSI: 0. 602 Max Web CSI 0 000 VIEW Ver 17.02. 01A.1115.21 R e ATE c 00) ref •' t0 278 NAI. 04/ 23/201 & C Maximum Reactions (Ibs) Loc R /U /Rw / Rh /RL /W B 436 / 94 / 349 /- / 152 / 8.0 D 136 /13 /106 1- /1.5 C 237 /113 /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 DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building R Safety Information, by TPI and SBCA) fsafety practices prior to performing these functions Installers shall provide temporary. r BCSI. Unless noted oytherwise, top chord shall have properlyY attached structural sheathing and bottom chord shall have a propperly did ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 63, B7 or B10 sle.- Apply plates to eachface, oftrussand position as shown above and on the Joint Details. unless noted otherwise. Refer to Alpine, a division of ITW BuildlnQGomponents Group Inc shall not be responsipie for any deviation from this drawin any failure to build the truss in conformance with AN5171 PI 1, or for handling, shipping, mstallatidn and bracing of,trussesA eal on this drowinq or cover page , listing this drawing indicates acceptance of prolessionar engineering responsibility solely ?,or the design shoviTn. The suitability and use of this gnawing foranystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 See.2. For more information see this job' s general notes page and these web sites: ALPINE: www. aloineaw.com: TPI: www. tninstoro SBCA. www. sbcindustrv. com. ICC www. iccsaf AL NE RN 'SW roMiMNY 2400 LakeOrange Or Suite 150 Orlando FL.32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB1213TA/213TBI213SE ,02/ ,R/01 Truss Label: EJ71_ 1_. 3" r 5 Loading Criteria (psf) TC L L: 20,00 TCDL: 17,00 BCLL: 0,00 BCDL 10,00 Des Ld: 4T00 NCBCLL 10,00 Soffit: 0,00 Load Duration: 1.25 Spacing: 24.0 " 2X4(A1) 1 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3,00 ft Loc. from endwail: not in 4.50 It 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 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0 131"0.0", min, toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 12 4 Snow Criteria (Pg,Pf in PSF) Fig NA Ct. NA CAT: N/ Pf NA Ce: NA Lw NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI SIA 2014 Rep Factors Used. Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Ply: 1 ' SEQN 10265 / T53 / EJAC Cust RR8975 JRef: 1 Waa89750120 Qty 2 FROM JR 1 DrwNo: 110 18 1507 53164 KM / OF 04/20/2018 7' 7' Defl/CSI Criteria PP Deflection in loc L/de8 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 0. fobtKu A ATE b# : ct 0 278 IQNAt- r D Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 426 ! 115 / 329 / - / 101 / 8.0 D 134 !12 /103 /- !- /15 C 228 / 97 / 132 / - / - / 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# 04/23/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingq, shipping installing, and bracing. Refer to and follow the latest edition of BCSI (Building t S a rely Information, by TPI and SBCA) &safety practices prior to performing these functions Installers shall provide temporary. l3CSi. Unless noted o herwise,top chord shall have properly attached structural sheathingg and bottom Nord shall have a propperly ld ceding Locations shown forpermanent lateral restraint of webs shall have bracingg Installed per BC i sections B3, B7 or B10 eApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinfDetails. unless noted otherwise. Refer to 60A- Z for standard plate positions. a division of ITW Buildl'ng omponents Group Inc shall not be responsll le for any deviation from this drawin an failure to build. the conformancewithANS111, or for handllriq shipprnq, Installatldn and bracing of,trussesA eat on this dr wiliq or cover page , his drawing indicates acceptance of professlonar n ineering responslbihty solelyor the design shoWh. The suitbility eofthisdrawingforanystructureistheresponsibiitoftheBuildingDeslgerperANSI/TPI 1 S8c.2. information see this lob's general notes pane and these web sites. ALPINEwwwaloineaw. cam- TPI www mm.t ore SECA www lb—d-t- cam- ICC www ccsat ALPINE nni my omrnmv 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Truss Label: EJ5 Loading Criteria (psf) TCLL 20,00 TCDL: 1700 BCLL: 0,00 BCDL: 10,00 Des Ld: 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration 1.25 Spacing: 24.0 " 12 6 B r_ A 2X4(A1) i_d 11 _1-1-1 Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category. 11 EXP:C Mean Height: 21.41 ft TCDL 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0,18 Wind Duration. 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min, toe -nails at top chord. Provide (2) 0.131" x3.0", min. toe -nails at bottom chord. Snow Criteria tPg. Pf in PSF) Fig NA CL NA CAT N/ PL NA Ce NA Lu NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Slid 2014 Rep Factors Used: Yes FT/RTi20(0)/10(0) Plate Type(s): WAVE Ply 1 ', SEQN: 10266 / T7 / EJAC CusL R R8975 JRef: i Waa89750120 Qty: 2 FROM JJP DrwNo: 110.18.1507.53211 KM / OF 04/20/2018 5' 5' Defl/CSI Criteria PP Deflection in loc L/defl L/# 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 i. v Aw 0 278N A,;> 04/23/20 i 8 C C Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 341 / 111 / 278 ! - / 146 / 4.0 D 95 /14 /73 !• /1.5 C 165 / 107 1 100 / - ! - 11,5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, hand lingq shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) fbr safety practices prior to performing th;hese functions Installers shall pprowde temporarybracinperSCSI. Unless noted otherwlse,top chord shall have properly attached structural athingand bttamattachdrigidceilnLocationsshownforermanentlatealrestraintofwebsshallhavbrcminstalledperBCasappIcae. Appyyatestoeach faceofPtruss and positonas shwn aboveand on t eo nt9Det"Is, unless noted otherwise. refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin an failure to build the seal on this drawid or cover page , I for the Pdesignshown. The suit"abihtyAL NE1r lowV 2400 Lake Orange Dr. Suite 150 Oriando FL, 32837 ince Wim ANbI/ I Vl 1, or tor m ingdindicates acceptance c rawing foranystructureseethis iod's general notes naae and Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB/213T/V213TB/213SE ,02/ ,R/01 Truss Label: EJ3G Loading Criteria (psf) TCLL 20.00 TCDL: 17,00 BCLL: 0,00 BCDL: 10,00 Des Ld: 47.00 NCBCLL 10.00 Soffit: 0.00 Load Duration: 125 Spacing: 24.0 " t 4" 3 f_ Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: ll EXP:C Mean Height. 21.03 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 "136" 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 2.50 BC: From 20 plf at 0,00 to 20 plf at 2.50 BC: 147 lb Conc. Load at 0.59 Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (2) 0.131"x3.0", min, toe -nails at top chord. Provide (2) 0.131"x3.0", min, toe -nails at bottom chord. a Ply 1 SEON 10267 / T29 / EJAC Cust R R8975 JRef. 1 Waa89750120 Oty 1 FROM JJP DrwNo 110.18.1507.53119 KM / DF 04/20/2018 12 B F 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 2'6" 2'6" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL) NA VERT(TL): NA HORZ(LL). 0.001 C HORZ(TL) 0 003 C Creep Factor 2.0 Max TC CSI: 0.151 Max BC CSI: 0.173 Max Web CSI: 0.000 VIEW Ver: 17.02.02A.1213.21 ATE : rr kr P 0 278 i.yn NAIL. Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 249 /81 !- /- /- /4.0 C 49 /2 /1.5 B 93 / 51 11 5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# 04/23/2018 WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) f safety practices prior to performing these functions. Installers shall provide temporary. BCSI. Unless noted otherwise,top chord shall have proper)yy attached structural sheathing and bottom chord shall have a propperly iid ceiling Locations shown for ermanent lateral restraint bf webs shall have bracin installed per BCSI sections $3, B7 or 610le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 60A-Z for standard plate positions PI Group Inc shall not be responsible for any deviation from this drawing an failure to build the i FI 1, or for handlin shippingg, installation and bracing of trussesA seal on this drdwiXg or cover page , acceptance of roo'essronat en ineering responsibility solely for the desi n shoviTn. The suit"abthtyanystructureistheresponsibilit,7of the building Designer per ANSI(rPI 1 SK.2. tral notes oaoe and these web sites. ALPINE. www .aloineaw.com- TPI www tninst orn SHCA www shr-n-try rom ICC, -c f ALPINE MV irw nMAANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS .9A6/9A7 ,213MA1213MB/213TA/213TBI213SE ,02/ .R/01 Truss Label: CJ5 Loading Criteria (ps0 TCLL 20.00 TCDL: 17.00 BCLL: 0,00 BCDL: 10,00 Des Ld: 47,00 NCBCLL: 10,00 Soffit: 0.00 Load Duration: 1 25 Spacing: 24.0 " 3 Ply 1 SEON 10268 / T24 / JACK Cust R R8975 JRef. 1 Waa89750120 Oty 10 FROM JJP DrwNo 110 18 1507,52993 KM / DF 04/20/2018 C Sr 12 6 r> 0 N 4f3 A 2X4 (A 1) Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category II EXP:C Mean Height: 15.00 ft TCDL 4 2 psf BCDL: 5.0 psf MWFRS Parallel Dist 0 to h/2 C&C Dist a: 3,00 ft Loc. from endwall: not in 4.50 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 "138" uses design values approved 1 /30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min, toe -nails at top chord. Provide (2) 0.131"0.0", min. toenails at bottom chord. Snow Criteria (Pg,Pr m PsF) Pg:NA Ct NA CAT W Pf NA Ce: NA Lu NA Cs NA Snow Duration NA Code f 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 4 Defl/CSI Criteria PP Deflection in toe L/defl L/# 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 F ATE c 7`\ 0 278 r Qfl N I+ 1 04/23/2018 D Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 341 / 77 / 279 /- / 114 / 8-0 D 95 /9 /72 /- !- /1.5 C 165 /79 /105 /- /1 5 Wind reactions based on MWFRS B Min Brg Width Req = 1,5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling9 shlppin installing and bracing.. Refer to and follow the latest edition of SCSI (Building t Safety Information, by TPI and SBCA) fo'r safety ractices prior to performing these functions Installers shall provide temporary. BCSI. Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom hord shall have a properly ljid ceiling Locations shown forpermanent lateral restraint f webs shall have bracing installed per BC I sections B3, B7 or f310 ileApplyplatestoeachfaceortrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to 60A- Z for standard plate positions. of any deviation from this drawin an failure to build the 1g of trussesA seal on this drew1Xg or over page , s7bilitysolelyforthedesinshown. cfhe suitablhty lesigrier per ANSIfTPI 1 S%c.2. TPI. w toinst. ora SBCA: ovwwsbcindustrv. com: ICC. w iccsaf A NE ri rt 1, or for r acceptance any structure see this 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB[213SE 02/ .R/01 Truss Label: CJ3 f 4"3 Loading Criteria (psf) Wind Criteria TCLL 2000. Wind Std ASCE 7-10 TCDL 1700 Speed 150 mph BCLL 0,00 Enclosure Closed BCDL 10.00 Risk Category II Des Ld 47 00 EXP C Mean Height: 15.00 ft NCBCLL: 10.00 TCDL 4.2 psf Soffit: 0,00 BCDL 5 0 psf Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a 3 00 ft Loc. from endwall Any 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 "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"0.0", min toe -nails at bottom chord 2X4(A1) Ply 1 SEQN: 10269 / T21 / JACK Cusl R R8975 JRef 1 Waa89750120 Qty 13 FROM JJP DrwNo 110.181507.53774 KM / OF 04/20/2018 3' 3' Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria Pg NA Ct: NA CAT: NAPP Deflection in loc L/defl L/# Pf NA Ce NA VERT(LL) NA Lu: NA Cs NA VERT(TL). NA Snow Duration. NA HORZ(LL) 0 001 D HORZ( TL): 0.002 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 200 Max TC CSI: 0,188 TPI Std: 2014 Max BC CSI; 0.097 Rep Factors Used: Yes Max Web CSC 0.000 FT/ RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17 02 02A.121321 R R d AT E I' RRRw •R'R• r40278 `' kF`,,IQNAI. 04/ 2 3/20I 8 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 250 161 1214 t- /75 /8.0 D 54 14 /42 !- /1.5 C 90 144 / 54 l - / 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 DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingc1 handlingq shipping installing and bracing. Refer to and follow the latest edition of SCSI (Building t Safety Information, by TPI and SBCA) fb safety practices prior to performing these functions Installers shall provide temporary BCSI Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall hav a propperly Jj id ceiling Locations shown for permanent lateral restraint of webs shall have bracm installed per BCSI sections 63, 7 or B10 ile. AppTy plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to' 60A-Z for standard plate positions. a division of any deviation from this drawing,an failure to build the ing of trussesA seal on this drawing or cover page , lsibility solely for the design shown. The suitability Desigrier per ANSIfTPI 1 %c.2. TPI. WW Winst.onr SBCA. vraAv.sbcindustry coin ICC. w iccsat ALPINE Ince wrin AN51/1 RI 1, or tor r in indicates acceptance i gawingforanystructureseethis lob's oeneral notes naoe an nn rtwcpurnrvv 2400 Lake Orange Dr Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA1213TB/213SE ,02/ ,R/01 Truss Label: CJ3A 1 41'3 Loading Criteria (psf) 1 Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL 000 Enclosure. Closed BCDL 1000 Risk Category. II EXP C Des Ld 4700DDes Mean Height 21 16 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 #2 N Bat 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 (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. Ply 1 SEQN 102701 T46 /JACK Cust RR8975JRef 1Waa89750120 Cry i FROM JJP CrwNo. 110.18.1507 53773 KM / DF 04/20/2018 12 B 2X4(A1) 3- 1 "8 3' 1"8 31"8 Snow Criteria (Pg.Pf in PSF) 1 Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf NA Ce: NA VERT(LL): NA Lu: NA Cs NA VERT(TL) NA Snow Duration NA HORZ(LL) -0 002 C HORZ(TL). 0.004 C Code / Misc Criteria Creep Factor 2 0 Bldg Code: FBC 6th ed 2017 Max TC CSI 0 238 TPI Std: 2014 Max BC CSI 0 152 Rep Factors Used: Yes Max Web CSI: 0,000 FT/RT:20(0)/10(0) Plate Type(s): WAVE i VIEW Ver 17.02 02A 1213.21 i • fr 4 ATE 61F 0 278 iV / riprkfrtatu-it t` 1Yv 04,123/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W A 147 /35 /108 /- 171 /1.5 C 60 112 /49 (- / 1.5 B 103 / 65 / 65 / - / 1-5 Wind reactions based on MWFRS 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, installingand 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 braclno per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachrigidcellin9LocationsshownforpermanentlateralrestraintofwebsshallhavebraclnqinstalledperBCSIsectionsB3, B7 or 1310, as appilcabgleApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinDetails, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. Alpine, a division of ITW Buildij omponents GroupInc shall not be responsible for any deviation from this drawin any failure to build the truss InconformancewithANSI/t 11, or for handli4 shippin , installation and bracing of,trussesA seal on this drowing or cover pagqe , listing thisdrawinindicatesacceptanceofpro) en ineenn9 responstbillt solely for the desi n &shown. The suii-abthty and useofthis awing for any structure is the responsibilit}of the euiiding Desigrier per ANSI/TPI 1 S c.2. For more information see this job's general notes page and these web sites: ALPINE. www.alpineaw. com. TPI: www.tbinsl. ora: SBCA. www. sbandustry.com. ICC. www. iccsafe RUN= M+ iW fOMto-tJ`! 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A619A7 .213MA/213MB/213TA/213TB/213SE ,021 ,R101 Truss Label: CJi Loading Criteria (psf) Wind Criteria TCLL 2000 Wind Std ASCE 7-10 TCDL: 1700 Speed 150 mph BCLL 000 Enclosure Closed BCDL 10.00 Risk Category: II EXP C Des Ld 47,00 Mean Height: 15.00 ft NCBCLL 10 p0 TCDL 4.2 psf Soffit 000 BCDL 5.0 psf Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24 0 " C&C Dist a. 3.00 It Loc. from endwall: Any 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. Ply 1 SEQN 10271 / T20 / JACK Cust R R8975 JRef 1 Waa89750120 Qty 2 FROM ROG DrwNo 11018.1507,52853 KID / OF 04/20/2018 12 6 C 5 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): NA Lu: NA Cs NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.000 D HORZ(TL): 0.000 D Code 1 Misc Criteria Creep Factor: 2.0 Bldg Cade: FBC 6th.ed 2017 Max TC CSI: 0.171 TPI Std: 2014 Max BC CSI: 0 022 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.02A.1213,21 ATE y 'S/pNAf 0 278 'akttuteMlututuut` 04/23/2018 If Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL !W B 194 / 64 / 186 ! - 137 18,0 D 9 /10 /14 !- /1.5 C -15 /29 /21 /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating handling shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) handling, safety practices prior to performing these functions. Installers shall provide temporaryBCSI. Unless noted otherwlse,top chord shall have properlyY attached structural sheathing and bottom hord shall have a properlyaidceilingLocationsshownforpermanentIaterairestraintofwebsshallhavebrclninstalledperBCIsctions63, 67 or 910, ile._ Apply plates to each face. of truss and position as shown above and on the ointgDetails, unless note( otherwise. Refer to a division of ITW Buildinct omponents Group Inc shall not be responsible for any deviation from this drawing an failure to build theconformancewithAl, 1 1, or for handling, shippin , installation and bracing of trussesA seal on thin drawing or cover page , this drawin indicates acceptance of proTessionalg engineerinqg responsibility solely for the dest n shown. The suifablirryeofthisgnawingforanystructureistheresponsibilityofthe8uiidingDesignerperANSIlTPI1Sbc.2. more information see this job's general notes page and these web sites: ALPINEwww.alDineitw. com: TPI. w my ce..+nnm 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Truss Label: CJ5L Loading Criteria (psf) TCLL 20.00 TCDL: 17.00 BCLL 000 BCDL 1000 Des Ld 47 00 NCBCLL:10,00 Soffit 0,00 Load Duration. 1 25 Spacing 24.0 " 315 / t_ 2X4(A1) Wind Criteria Wind Std ASCE 7-10 Speed. 150 mph Enclosure Closed Risk Category. 11 EXP.0 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 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 "'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 (2) 0.131"x3.0", min, toe -nails at top chord. Provide (2) 0.131"x3.0", min, toe -nails at bottom chord. Ply 1 SEQN: 10272 t T50 IJACK Cust RR8975JRef 1Waa89750120 Qty: 4 FROM JRH DrwNo 110.18.1507.53819 KM / DF 04/20/2018 1 ') C 5' 5' 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) NA Lu: NA Cs: NA VERT(TL): NA Snow Duration. NA HORZ(LL) 0.006 D HORZ(TL): 0.014 D Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 2011 Max TC CSI: 0.403 TPI Std: 2014 Max BC CSI: 0,286 Rep Factors Used: Yes Max Web CSI 0,000 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17 02 02A 1213,21 1h w ATE Qe w 0 278 QNAlL"'+ Wtt+saktaut".'' 04/23 /2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 333 / 92 / 263 /- / 76 / 8.0 D 94 /9 /71 /- /15 C 158 /67 /91 /- /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 DRAWING IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating handlingq shippin installing,and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) Mr safety ractices prior to performing these functions Installers shall provide temporary BCSI. Unless noted otherwlse,top chord shall have properlyY attached structural sheathing and bottom hord shall have a propperlydcedingLocationsshownforermanentlateralrestraintOfwebsshallhavebracinginstalledperSCIsectionsB3, 67 or 810e. AppTy plates to each face_ ofptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to' Alpine, a division of ITW Buildin omponents Grpup In . shall nottrussinconformancewithANSI/01 1, or for handlln j shipping, Inlistingthisdrawing, indicates acceptance of ro)'esstonal en and use of this drawing for any structure is thre responsibilit For more information see this lob's general notes oaae and these web sites. ALPIN failure to build the I or cover pa e n. The suitability rv. com: ICC: www.iccsar ALPINE AN TV:OM9l.^N 2400 Lake Orange Or, Suite 150 Orlando FL. 32837 Job Number: N330090 J Ply 1 SEQN 10273 / T51 ! JACK CusC R R8975 JRef 1 Waa89750120 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/2131-B/213SE ,02/ ,R/01 Qty: 4 FROM: JRH DIwNo: 110.18.1507,52930 Truss Label: CJ3L KM / DF 04/20/2018 12 4 G L[? B, 3' 5 A , xkka D 2X4(A1) 31 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL 20,00 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) NA B 244 / 71 / 201 / - / 50 / 8.0 BCLL 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 53 / 4 ! 40 / - / - / 1.5 BCDL 1000 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D C 85 / 36 / 47 (- / - / 1,5 Des Ld 47,00 EXP. C HORZ(TL): 0.002 D Wind reactions based on MWFRS Mean Height: 15.00 It Code Min Br Width ReNCBCLL1000TCDL: 4.2 psf Cade I Misc Criteria Creep Factor 2.0 9 q = 1 5 Soffit 0.00 BCDL 5.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.161 D Min Brg Width Req = - Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0,090 C Min Brg Width Req = Spacing 24 0 " C&C Dist a: 3,00 ft Rep Factors Used Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: Any FT/RT:20(0)/10(0) Bearing B requires a seat plate. 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: 136 (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. 1.P S Ft` gn,4, • R 1R a. 648 w ATE .` Q 0 278 QR IR tWft+ta futttN t'' 04/23/2018 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 shlppin installing,and bracing. Refer to and follow the latest edition of BCSI (Building Component S fety Information, by TPI and SBGA) f F saiPery, ractices prior to performing these functions. Installers shall provide temporary bracin per BeSI. Unless noted otherwise,top chord shall have proper) attached structural sheathin and bottom chord shall hav a properlyattachrigidcellinLocationsshownforermanentlateralrestraintofwebsshallhavQkararingginsIalledperBCSIsections63, 7 or Ef10, as appIIca e. A . plates to each face ofptruss and position as shown above and on IF1e Joint Details, unless noted otherwise. Refer to ALPINEdrawmgs160A-Z for standard plate positions. Alpine, a division of ITW B ildlnlComponents Group In .shall not be responsll le for any deviation from this drawing anv failure to build the N-N,,,a„Y truss In conformance with ANsln PI 1, or for handlincL shipping, installatldn and bracing of,trussesA seal on this drawing or over pa e . , 2ao0 Lake Orange Dr. listing this drawin indicates acceptance of protessronaf engineering responsibility solely for the desigqn shown. he suit9abthtyanduseofthisr'awing for any structure is the responsibility of the uilding Designer per ANSIfTPI 1 Sec.2. Suite 150 For more information see this ob's eneral notes a e and these web sites: ALPINE. www.ai ineitw.com: TPI. www.t insror SBCA: www.sbcindustr .cam; ICC: www.iccsafe.or Otiand0 FL, 32837 Job Number: N330090 VARIOUS .9A6/9A7 ,213MA1213MB1213TA/213TB/213SE ,02/ ,R/01 Truss Label: CAL Ply: 1 I SEQN: 10274 / T52 / JACK Cust R R8975 JRef: 1 Waa89750120 Qty: 4 FROM: JRH DrwNo 110.18 1507,52978 KM / DF 04/20/2018 12 4 C B x 3" 15 A D Loading Criteria (psf) Wind Criteria TCLL 20,00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0,00 1 Enclosure: Closed BCDL 10,00 Risk Category: 11 Des Ldi 47.00 EXP: C Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1 25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall 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 "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 (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 2X4(A1) 1' 1' 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): NA Lu: NA Cs NA VERT(TL): NA Snow Duration NA HORZ(LL): 0.000 D HORZ(TL) 0.000 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code FBC 6th.ed 2017 Max TC CSI: 0,159 TPI Sid: 2014 Max BC CSI: 0,021 Rep Factors Used Yes Max Web CSI: 0.000 FT/RT20(0)110(0) Plate Type(s) WAVE VIEW Ver 17.02 02A.1213,21 v' /4• r •wv F x ,`. ATE ff ('tr •R•AtXA 40278 QNA 04/23/2018 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W B 189 185 / 172 (- / 25 / &0 D 8 /10 115 /- /- /1-5 C -15 /25 /22 (- !- /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 DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg hip installing and bracing. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fbF safety rachces prior to performing these functions. Installers shall provide temporary bracln per SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachdri.9id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 as applIca tlle. Apply Oates 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, a division of ITW Build inlComponents Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI/ i PI 1, or for handlin shippin , Installation and bracing of.trussesA seal on this drawing or cover page , . listingthisdrawing, indicates acceptance of pro'essional en ineering responsibility solely for the desi n shown. The suiQbillty anduseofthisdrawingforanystructureistheresponsibilitoftheBuildingDesignerperANSI/TPI 1 Sbc.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com, TPI: www. tpinst,orq: SBCA: www. sbandustrv.com. ICC: www. iccsaf A P NE w av mmw.rvv 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 Ply: 1 SEQN: 10275 1 T37 / SY42 CusC RR8975 JRef: 1 Waa89750120 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE .02/ ,R/01 Qty: i FROM: JRH DrwNo: 110.18.1507.53477 TrussLabel: FT1GE KM / DF 04/20/2018 1 V12 ';9"4 5',1'A 6'5"4 7I'9'A T'4 1"8t-, 8 1`'8 1''8 4* 8 2':i'4 3'7"14 4.11'12 6'3"12 TT12, 8'11"12 _.._ _.1.517"4 4" 8 1'; '8 1'2" 8 17 8 1'2' 8 112"8 17 8 67 8 4" 8 1'3"12 a _ 2.6., _._. 2.6.. 1. 5X3 1. 5X3 4X4 °-:- 3X6 --= 06 A B C D E F G H I J K 510 y 1f _. 00 L NMV U T S R Q O 3X3 4X6 04 1' 5X3 15X3 :!15X3 s.,15X3 '..1.5X3 '..1.5X3 04 1. 5X3 TA l Loading Criteria (psf) ! Wind Criteria TCLL: 40.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL 5.00 Risk Category: II Des Ld. 55.00 EXP: C Mean Height: 15.00 ft NGBCLL 10.00 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 It Loc. from endwall: Any GCpi: 0.18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 2400f-2.OE Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 442 plf at 0.00 to 442 plf at 15.48 BC: From 10 plf at 0,00 to 10 plf at 15,48 TC: 1212 lb Conc. Load at 15.38 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS. Additional Notes See ANSI/TPI 1 Sect 7 for additional bracing requirements. Bracing material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 9' 157 4 Snow Criteria (Pg,Pf in PSF) 1 Defl/CSI Criteria Pg: NA Ct: NA CAT: Nk PP Deflection in loc L/defl L/# Pf: NA Ce: NA ! VERT(LL): 0.026 J 999 360 Lu: NA Cs: NA VERT(TL): 0,108 J 999 240 Snow Duration: NA j HORZ(LL): 0,005 1 - - HORZ( TL). 0.014 1 Code / Misc Criteria I Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0,987 TPI Std: 2014 ! Max BC CSI: 0.588 Rep Factors Used: Yes Max Web CSI: 0.594 FT/ RT:12(0)/10(0) Plate Type(s): 4 WAVE VIEW Ver, 17.02 02A.12 33.21 L` iw • 3t • a • g Sy ! 11 E +4 y` k4(" FAR • wr.aww 0 278 .,',NAk- Jcytfuuwt+c`,ti" 04/ 23/2018 Maximum Reactions (Ibs), or *=PLF Loc R / U / Rw / Rh / RL / W V 202 /3 /58 /- /- /7.2 V* 584 /43 /173 /- /- 1108 L 2747 / 107 / 789 Wind reactions based on MWFRS V Min Brg Width Req = 1.5 V Min Brg Width Req = - L Min Brg Width Req = - Bearings V & V are a rigid surface. Bearing V requires a seat plate. ij Members not listed have forces less than 375# j Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. I - J 150 -1185 J - K 94 - 662 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 - Q 67 - 593 M - K 1248 -150 G - P 66 - 572 L - K 7 - 775 H - O 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 sses require extreme care in fabricating, handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building nponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior 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 rigclid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per SCSI sections B3, 67 or B10 applicable. Appfyplatestoeachface. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to wings 160A- Z for standard plate positions. ne, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing apY failure to build the s in conformance with ANSI/T PI 1, or for handlin shipping, installation and bracing of.trussesA eat on this drawirsg or cover page , ng this drawing, indicates acceptance of pro'essionaf engineering responsibility sole) for the design shown. The suitability I useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperyANSI/TPI 1 Sec.2. note information sae this job's general notes page and these web sites: ALPINE. www aipineaw com: TPIwww tpinst org: SBCA: www.sbcindustry.com: ICC: www.iccsaf ALPINE NE ANnw: n"*NY 2400 Lake Orange Dr. Suite 150 Orlando FL, 328: Job Number: N330090 VARIOUS ,9A6/9A7 ,213MN213MB/213TA/213TBI213SE ,02/ ,R/01 Truss Label: F 12 6,9„ 6,9" 4"8 2,6„ TYP) 4X6 1.5X3 A B Ply: 1 SEQN: 10276 / T41 /SY42 Cust RR8975JRef lWaa89750120 Qty 5 FROM: JJP DrwNo 110.18.1507.53571 KM / DF 04/20/2018 8'9"12 15'4"12 2'0"12 67' V3"12 VY12 2'5" 8 _ _ — 4X4 1.5X3 1! 1.5X3 1.5X3 C D E F G H 1.5X3 Y 4A4 2X4 2X4 154"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg Pf in PSF) Defi/CSI Criteria Maximum Reactions (Ibs) TCLL 40,00 Wind Still NA Pg: NA Ct NA CAT NA • PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL: 10.00 Speed NA mph Pf NA Ce: NA ! VERT LL : 0.119 D 999 360 BCLL 0.00 Enclosure NA Lu. NA Cs NA VERT(TL): 0.275 D 900 240 J 827 / _ / _ 3.5 BCDL: 5.00 Category: NA Snow Duration. NA HORZ(LL): 0,026 B - Q Min Brg Width Req = 1.5 EXP:NA Des Ld 55,00 Mean Height: NA ff HORZ(TL): 0.043 B J Min Brg Width Req = 1.5 NCBCLL 1000 TCDL: NA psf Code / Misc Criteria Creep Factor: 2.0 Bearings Q & J are a rigid surface. Soffit: 2.00 BCDL. NA psf Bldg Cade: FBC Gth.ed 2017 Max TC CSI: 0.773 Bearing Q requires a seat late. 9 q p Load Duration: 1 00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.779 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ftC& Rep Factors Used: Yes j Max Web CSI: 0.433 Maximum Top Chord Forces Per Ply (Ibs) from endwall: NA FT/RT:12(0)/10(0) Chords Tens Comp. Chords Tens. CompINAGCpj: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver 17.02 02A.1213 21 A - B 0 -571 E - F 0 - 1910 Lumber B-C 0-1454 F -G 0 -1455 C-D 0 -1910 G-H 0 -571 Value Set: 13B (Effective 6/1/2013) D • E 0 - 1 91 7 Top chord 4x2 SP #2 N sot chord 4x2 SP#2 N Webs 4x2 SP #3 Maximum Bot Chord ForcesPPI Ibs Pery (Ibs) Chords Tens Camp Chords Tens. Comp. Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC P - O 1130 0 M - L 1747 0 O- N 1755 0 L -K 1130 0 Plating Notes N - M 1917 0 All plates are 3X3 except as noted. Additional Notes Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. 2x6 # 3 HEM-FIRor better continuous strongback. Attach to each truss where shown with 3-10d Box or A - Q 0 -821 M - F 461 0 Gun nails (0.128"x3",min.). Strongback material to 11mil" A - P 910 0 F - L 0 -474 be supplied by erection contractor. Truss must be installed as shown with top chord up. p t . e, P - B 0 -888 L - G B-- 514 0 - K 516 0 0 888 L1`... w+ \.i++i O - C 0 - 478 K - H C - N 454 - 5 H - J 907 0 0 - 773 R yr • ^ 1 f(` • 0278 wrthtt. tt t 04/ 23/20f8 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, byy TPI an c] SBCA) for safety practices prior to performing these functions, installers shall provide temporary bracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attachetlriggidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebrcinInstalledperBCIsectionsB3, B7 or 910, asaPphcabieApplyplatestoeachfaceoftrussandpositionasshownaboveandonthe oint9Details, unless noted otherwise. Refer to ALPINE drawings 160A•Z for standard plate positions. Alpine, a division of ITW Building CComponents Group Inc shall not be responsible for any deviation from this drawjn any failure to build the tiN wrourAr,Y truss InconformancewithANSIlTPI1, or for handlin j shipping, installation and bracing of,trussesA seal on this drowing or cover page , . 2a0o Lake Orange Dr. listing thisdrawing,indicates acceptance of pro) essronar el ineerin responsibility solely for the design shown. The suitability g and use of this awing for any structure is the responsibilit of the wilding Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE. www.aloineaw. com. TPI wwwloinst. ore: SBCA- www sbondustry coin ICC- — —f. Orlando FL, 32837 Job Number: N330090 j Ply: 1 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/01 Qty: 7 Truss Label: FT3 5,110 Loading Criteria (psf) TCLL: 40.00 TCDL 10.00 BCLL: 0.00 BCDL: 5,00 Des Ld 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 6'9" 8'6"8 6'9" 1'9"8 SEQN: 10277 / T38 / SY42 j Cust R R8975 JRef: 1 Waa89750120 FROM: JJP DrwNo. 110.18.1507.52883 KM / DF 04/20/2018 15'1"8 67' 4"8 VY12 V 12 2,6„ _ 2,5„ 8 TYP) 4X6 1.5X3 1.5X3 !i 1.5X3 4X6 A B C D E F G H Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP:NA Mean Height: NA ft TCDL NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 15'1"8 Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria j Maximum Reactions (Ibs) Pg: NA Ct NA CAT: NAj PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.112 D 999 3601 P 825 / - ! - / - / - / 7 2 Lu: NA Cs: NA VERT(TL): 0.239 D 999 240 j I 825- Snow Duration: NA HORZ(LL): 0.023 J - - i P Min Brg Width Req = 1.5 71 HORZ(TL): 0.037 B I Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing P is a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.652 j Bearing P requires a seat plate. TPI Std 2014 Max BC CSI 0 715 Rep Factors Used: Yes Max Web CSI: 0.424 i Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. CompPlateType(s): WAVE VIEW Ver 17.02.02A,1213.21 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 gyp o` t4jy + tea rr.R• 04/ 23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp, O- N 1106 0 L-K 1699 0 N- M 1706 0 K-J 1105 0 M - L 1851 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A- P 0- 806 L- F 424 16 A- O 891 0 F -K 0 456 O- B 0- 869 K- G 498 0 B- N 495 0 G- J 0 869 N- C 0- 459 J- H 888 0 C- M 417 -23 H - 1 0 802 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlingshipping, installing.and bracing. Refer to and follow the latest edition of SCSI (Building nentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary Crper BCSI. Unless noted oytherwjse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d rigid cejlin9 Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 e. Applyplatestoeachface. or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A- Z for standard plate positions. a division of ITW BuildjjComponents Group Inc. shall not be responsible for any deviation from this drawin anv failure to build the conformance with ANSI/l PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drowirig or cover page , this drawing indicates acceptance of pro-fessionaf en ineering responslbilltt solely for the des i n shown. The suitability e ofthisdrawingforanystructureistheresponsibiIWoftheBuildingDesigrSerperANSI/TPI 1 Sac.2. information see this job's general notes page and these web sites: ALPINE: www.alpineitw com, TPr www tpinst org, SBCA www sbanduslry com. ICC www iccsaf, ALPINEO 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330090 VARIOUS .9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/O1 Truss Label: FT4 5'6" 5'6" 4"8 2,6„ _ TYP) Ply: 1 SEQN: 10278 / T40 / SY42 Cust R R8975 JRef 1 Waa89750120 Qty 7 FROM: JJP DrwNo. 110 18,1507,53414 KM / DF 0412012018 6' 10"4.. 14'8"12 144 7108 4X6 4X4 1_5X3 1 5X3 A B C D E F G 90 Loading Criteria (psf) Wind Criteria TCLL 40,00 Wind Std NA TCDL: 10,00 Speed NA mph BCLL: 0.00 Enclosure: NA BCDL 5.00 Category. NA EXP NA Des Ld 55,00 Mean Height. NA ft NCBCLL 10.00 TCDL: NA psf Soffit: 2,00 BCDL NA psf Load Duration. 1 00 MWFRS Parallel Dist NA Spacing: 24.0 " C&C Dist a: NA ft Loc, from endwall: NA L NA GCpr NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"0",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 4 14'8"12 Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria I Maximum Reactions (Ibs) Fig NA Ct: NA CAT: NA; PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL) 0.130 D 999 360 Q 803 1 - 172 Lu: NA Cs: NA VERT(TL): 0.247 D 939 240 1 791 1- 135 Snow Duration: NA HORZ(LL): 0.017 J - - Q Min Brg Width Req = 1 5 HORZ(TL): 0.024 J I Min Brg Width Req = 1 5 Code / Misc Criteria Creep Factor: 2.0 Bearings Q & I are a rigid surface Bldg Code: FBC 6th.ed 2017 Max TC CSI 0,541 Bearing Q requires a seat plate TPI Std: 2014 Max BC CSI: 0.816 Rep Factors Used: Yes Max Web CSI: 0,410 Members not listed have forces less than 375# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (ibs) Chords Tens Comp. Chords Tens CompPlateType(s): WAVE VIEW Ver 17 02 02A 1213 21 A - B 0 540 D - E 0 - 1722 J B - C 0 - 1367 E - F 0 - 1371 C-D 0 -1711 F -G 0 -539 ATE w 4 0278+ktq uWttn utLto , O# 04,23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp, P-O 1063 0 M-L 1717 0 O- N 1705 0 L- K 1658 0 N-M 1711 0 K -J 1066 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp A- Q 0- 787 E- K 0 456 A- P 861 0 K- F 484 0 P- B 0 -829 F- J 0 837 B- O 483 0 J- G 857 0 O-C 0 -572 G - 1 0 738 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions Installers shall provide temporary. BCSI Unless noted oytherwise,top chord shall have properly attached structural sheathingq and bottom hord shall have a properlyIdceilingLocationsshownforpermanentlateralrestraintofwebsshallhavbracinmslalledperk3C1sctions63, B7 or 810, e. AppTy plates to each face oftruss and position as shown above and on tI e JoinfgDetails, unless note otherwise. Refer to a division of ITW Buildlnl omponents Group Inc. shall not be responsible for any deviation from this drawing anv failure to build the conformance with ANSI I 11, or for handling, shipping, instailatidn and bracing of trussesA seal on this drBwirSg or cover pa e , this drawing indicates acceptance of groTesslonar engineering responstbilit solely for the design shown. The suiabbthtyeofthisyawingoranystructureisheresponsibilityoftheuildingDesigLrperANSI/TPI 1 S$a.2. information see thisjob's general notes page and these web sites: ALPINE. www.alpineitw.com, TPI: www. tpinstorq. SBCA: www. sbcindustrv.com: ICC: www. iccsal AW: :OM?ANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A6/9A7 ,213MAl213MB/213TA/213TB/213SE ,02/ ,R/01 Truss Label: FT4A Loading Criteria (psf) TCLL 40.00 TCDL 10,00 BCLL 0.00 BCDL: 5,00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 4.8 TYP) Ply: 1 SEQN: 10279 / T49 / SY42 Cust: R R8975 JRef: 1 Waa89750120 Qly: i FROM: JJP DrwNo 110.18.1507.53195 KM / OF 04/20/2018 1217" 12. 14'8" 12 . 5'6' 71"12 11'1"12 16" 13'1"4 17'8 56" .. 17'12 __. 4' 5„8 1 3"12 3X6 : ,1 SX3 1.5X3 -- 3X4 1 1.5X3 1 5X3 A B C D E F G H I 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 "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. 11,1"8 Snow Criteria (Pg.Pf in PSF) Pg:NA CtNA CAT: N) Pf: NA Ce: NA Lu:NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:12(0)/10(0) Plate Type(s): WAVE 14'8"12 Defl/CSI Criteria i Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.069 C 999 360 T 609 / - / - / - / 7.2 VERT(TL): 0,151 C 999 240 N 815 / - ! - ! - / 3.5 HORZ(LL): 0,017 B - - K 251 / 36 / - ! - / - / 3.5 HORZ(TL): 0.026 B T Min Brg Width Req = 1.5 Creep Factor: 2.0 I N Min Brg Width Req = 1.5 Max TC CSI: 0.511 K Min Brg Width Req = 1,5 Max BC CSI: 0.715 Bearings T, N, & K are a rigid surface. Max Web CSI: 0293 ! Bearing T requires a seat plate. i Members not listed have forces less than 375# j Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02 02A 1213 21 Chords Tens.Comp. Chords Tens. Comp. A- B 0- 385 C- D 0 - 972 B -C 0 -891 D-E 0 -683 fS " i • ATE a A t ; 0 278`tn`.NAIL-.,`, 04/23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. S-R 761 0 P-O 968 0 R-Q 974 0 O-N 413 0 Q - P 972 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- T 0- 592 D- O 0 - 458 A -S 616 0 O-E 432 0 S- B 0- 597 E- N 0 - 697 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) f safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidcellin9LocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 810asappllcab-le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 16OA-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 thetrussInconformancewithANSI/l PI 1, or for handlin, shippmq, installation and bracing of,trussesA seal on this drawing or cover page - listing this drawing indicates acceptance of pro engineering responsibility solely for the desi n shovTh. The suivabnityanduseofthisyawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineaw com, TPIwww tpinst org: SBCA_ www.sbcindustry. com: ICC: w .iccsaf PAJ rfW'OMMNY 2400 Lake Orange Or. Suite 150 Orlando FL, 328: Job Number: N330090 VARIOUS 9A6/9A7.213MA/213MB/213TA/213TB/213SF 02/,R/01 Truss Label: FT5GE 5A0 90 17"ll 2 17'112 17" -- 1'4" TYR) 3X4 3X3 A B C 2X4 X 3X3 Ply 1 SEQN 10280 / T28 / SY42 Cust R R8975 JRef lWaa89750120 Qty 1 FROM JJP DrwNo 110 18 1507 52914 KM / DF 04120/2018 114'812 13,11, 12X4 2X4 2X4 2X4 2X4 2X4 2X4 D E F G H I i K L W V UI T S R Q P 1474 0 2X4 14*8" 12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF TCLL 4000 Wind Stdi ASCE7-10 Pgi NA Ct: NA CAT: NA: PIP Deflection in loc L/defl L/# Loc R_ / U /Rw /Rh /RL /W TCDL 10,00 Speed 150 mph Pf NA Ce: NA VERT(LL)i 0 001 B 999 360 Y' 446 132 /31 /- /- /175 BCLL 000 Enclosure: Closed Lu: NA Cs: NA VERT(TL) 0 003 B 999 240 Wind reactions based on MWFRS BCDL 5,00 Risk Category 11 Snow Duration: NA HORZ(LL) -0 000 B - - Y Min Brg Width Req = - Des Ld, 55,00 EXP C HORZ(TL)i 0 000 B Bearing Y is a rigid surface NCBCLL 1000 Mean Height: 15.00 ft Code I Misc Criteria Creep Factor. 2.0 Soffit 2,00 TCDL 4.2 psf 30 Bldg Code: FBC 6th.ed 2017 Max TC CSI 0828 Members not listed have forces less than 375# Load Duration. 1 00 BCDL. .psf TF1 Std: 2014 Max BC CSI O 038 Maximum Gable Forces Per Ply (Ibs) MWFRS Parallel Dist to h/2 Gables Tens Comp Gables Tens Comp, Spacing: 24.0 C&C Dist a 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.141 Loc. from endwall Any FT/RT20(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 A E - U 69 -585 J - P 81 -603Lumber F-T 69 -587 K-0 69 -516 Value Set 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "l 313" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Special Loads Lumber Dur.Fac.=1 .00 / Plate Dur.Fac.=1.00) TC : From 440 plf at 0.00 to 440 plfat 14A8 BC From 10plf at 0.00 to 10 plf at 14,60 Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is not exposed to wind ATE Additional Notes See ANSIfTPI 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 #0 278 NAIL. 04/ 23/ (1 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 SCSI (Building ComponentSafetyInformation, tj`YPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom ghord shall have a properly attachednidcedingR910, as applicable. Ap ?,. Locations shown for lateral restraint of webs shall have birl , cinp installed per BC I sections B3 B7 or pyOatestoeachfaceoftrussandpositionasshownaboveandontheoinDetails, unless noted otherwise. Refer to drawings16OA-Z for standard plate positions. responsible for any deviation from this drawing any failure to build the Alpine, a division of ITW Build omponents Group In % shall not be res ALPINE truss in conformance with 011/01 1, or for handlinj s ippinp, installation and bracing of trussesA seal on this drawlinq or cover 2400 Lake Orange Dr. listingthisdrawinindicatesacceptanceofproessionaengineerinresponsbillsolelyortheclesiginshov7n. The spuldibility anduseofthisgiawingforanystructureistheresponsibilityoftheOuildingDesig%er per ANSIjTPl I Sbc.2. Suite 150 or more information see this job's general notes page and these web sites ALPINE www alpheaw, core, TPI www tpinst old. SBCA www. sbcindustrv. Corn. ICC www ccsafe Ora Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A619A7 .213MA/213MB/213TA1213TB/213SE ,02/ ,R/01 Truss Label: FT6 17 4"8 2 6" TYP) 4X6 1.5X3 A B 1 2X4 Loading Criteria (psf) Wind Criteria TCLL 40,00 Wind Std, NA TCDL: 1000 SpeedNA mph BCLL: 0.00 Enclosure. NA BCDL 500 Category: NA EXP: NA Des LS5 00 Des d_ D MeanHeight: NA ft 10 00 TCDL NA psf Soffit: 2, 00 BCDL NA psf Load Duration 1.00 MWFRS Parallel Dist: NA Spacing: 24. 0 " C&C Dist a: NA ft Loc. from endwall: NA L NA GCpc NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/l/2013) Top chord 4x2 SP #2 N Bat chord 4x2 SP #1 Webs 02 SP #3 Lumber value set "136" uses design values approved 1/ 30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails ( 0.128"0",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. Ply: 1 SEQN 10281 / T39 / SY42 Cust R R8975 JRef. 1 Waa89750120 Qty 3 FROM JJP DrwNo 110 18 1507 53367 KM / DF 04/20/2018 7' 10" 4 14' 5" 12 2WA 678 V3"12 1.5X3 4X6 C D E F G 14'5" 12 Snow Criteria ( P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT NA; PP Deflection in loc L/defl L/# Loc R U t 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 Req = 1.5 HORZ(TL). 0.037 G H Min Brg Width Req = - Code f Misc Criteria Creep Factor: 2.0 Bearing O is a rigid surface. Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0 884 Bearing O requires a seat plate. TPI Std: 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) FT/RT:12(0)/10(0) Chords Tens. Comp Chords Tens. Comp. Plate Type( s): WAVE VIEW Veri 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 N-B 0 -811 F - 1 0 831 B- M 479 0 1- G 838 0 M- C 0- 585 G- H 0 763 a ATE 4+ 0 278 r4ntefaftNt VI 04/23/ 2018 WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS q ire extreme care in fabricating, handlingg shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Nafety Information, byY TPI and SBCA) f( r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properlyY attached structural sheathing and bottgm hord shall hav a properly aid ceilingLocationsshownforpermanentlateralrestraintofwebsshallhavbracingInstalledperBCIsectionsB3; 7 or t310, Jle.- Applyplatestoeachface. of truss and position as shown above and on the Join f Details, unless noted otherwise Refer to Alpine, a division of ITW Bttildinq CComponents Group Inc. shall not be responsl le for any deviation from this drawin an failure to build the truss mconformancewithANSIfIP11, or for handlin shipping, Installats n and bracing of,trussesA seal on this drawing or cover pa e , listing thisdrawingindicatesacceptanceofppro"essionalq en ineerinq responstbillt solely for the desi n shown. The suii9ablhty and useofthisdrawingforanystructureistheresponsibilitoftheBuildingDesignerperANSI/TPI NET For more information see this job's general notes bade and these web sites: ALPINE: www.aloinetrw.com. TPI: www. minst.oro SBCA. wwwsbcindustrv. com. ICC www. iccsaf 111—mi 4 tiw10. r V 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS 9A6/9A7,213MA12l3MB/2l3TA/2l3 TB/213SE 02/R/01 Truss Label: FT7 5'6'* 5'6" TYR) 3X6 1 5X3 A B I . 0 IN 1 5X3 3X4 I 2X4 Ply I SEQN: 10282 / Tl 5 / SY42 f CuSt. R R8975 JRef:1Waa89750120 Oty I FROM JJP DrwNo 11018150753866 KM / DF 04/20/2018 Tl 0"4 14'5"12 2'4"4 67'8 1'3" 12 1 5X3 3X6 C D E F G M L K J I H 1 5X3 3X4 2X4 Ic 6'1 8'4" 12 '1 Loading Criteria (psf) Wind Criteria TCLL. 40,00 ,Wind Std: NA TCDL: 10,00 Speed: NA mph BCLL 000 Enclosure: NA BCDL 500 Category NA Des Ld 5500 EXP NAMean HeightNAftNCBCLL, 1000 TCDL: NA psf Soffit, 2.00 BCDL: NA psf Load Duration 1,00 MWFRS Parallel Dist NA Spacing 24 0 C&C Dist a: NA ft Loc, from endwalL NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 # 3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-1 Od Box or Gun nails (0. 1 28"x3", min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 14' 5"12 Snow Criteria (Pg Phn PSF) - Defi/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NAI PIP Deflection in loc L/defl L/# Loc R U /Rw /Rh RL W Pf NA Ce NA VERT(LL). 0 141 D 692 360 0 620 7,2 Lu NA Cs: NA VERT(TL) 0.315 D 428 240 L 288 8,0 Snow Duration. NA HORZ(LL) -0 023 G - - H 671 1 - HORZ( TL) 0 037 G 0 Min Big Width Req = 1.5 Code / Misc Criteria Creep Factor 2 0 L Min Brg Width Req = 1,5 Bldg Code, FBC 6th.ed 2017 Max TC CSI 0747 H Min Brg Width Req = - TPI SIA 2014 Max BC CSI 0.798 Bearings 0 & L are a rigid surface. Rep Factors Used: Yes Max Web CSI 0 324 Bearings 0 & L require a seat plate. FT/ RT12(0)/10(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17,02,02A1213.21 Chords Tens.Comp. Chords Tens. Comp. A- B 0 -387 D-E 0 -1115 B- C 0 -941 E - F 0 - 1 063 C - D 0 -1117 F-G 0 -427 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp, N- M 759 0 K - J 1190 0 M - L 1122 0 1 - 1 859 0 L - K 2233 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. yft A-0 0 -605 M-C 143 -502 J s A- N 618 0 F - 1 N - B 0 -590 I- G 0 - 687 681 0 B - M 407 -29 G - H 0 -641 ATE I(* 40 278 SION N" kZ-4411,110too 04/ 23/2018 WARNING** READ AND FOLLOW AILL 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 Componentb' _ inper BCSI. Unless Hated otherwise top chard shall have properly attached structural sheathing and bottom hord shall have a pro erly chIs applicable d,..,. g Alpine, a division of ITW Build ii,$ Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the trussinconformancewithANSIPI1, or for handling, shippin?, installation and bracing of trussesA seal on this drNing or cover pa e, listingthisdrawin , indicates acceptance of pro essiona engineeringresponsibili solely for the design shov-Tn. The suiV bility anduseofthisgrawingforanystructureistheresponsibilityoftheBuildingDesig%er per ANSIfTPI I SkcZ or more TPI www tetnst org, SBCA w sbeindustry com, iCC w iccsaf 2400 Lake Orange Or, Suite 150 Orlando FL, 32837 Job Number: N330090 VARIOUS ,9A619A7 ,213MA/213MB/213TA/213TB/213SE ,02/ ,R/O1 Truss Label: FT8 Ply: 1 SEQN 10283 / T30 / SY42 Gust R R8975 JRef: i Waa89750120 Qty 2 FROM: JJP DrwNo 110 18 1507.53009 KM / DF 04/2012018 127'12, 14' 5"4 1,61, lZ9 5161, 7'1"12 rim --• 111" 12 1217,. 8 56., 1,7.. 12 4' 2." 4"8 1' 3"12 TYP) 3X4 II'•. 1. 5X3 L5X3 3X4 4X6 I5X3 3X4 A B C D E F GH 1 S R Q P O N y-« fv{ 1 L K J 1.5X3 1. 5X3 15X3 3X4 4X4 :4X4 :2X4 2X4 11.3" 4 14'5"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF1 Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 40,00 Wind Std: NA Pg NA Ct NA CAT NA L PP Deflection in loc L/defl L/# Loc R U / Rw / Rh / RL / W TCDL 10,00 Speed: NA mph Pf: NA Ce NA VERT(LL) 0.080 J 504 360 S 523 / - / - / - / - / 7.2 BCLL: 0.00 ! Enclosure: NA Lu NA Cs: NA VERT(TL) 0.214 J 324 240 M 1340 / - ! - / - ! - / 3.5 BCDL: 5.00 ; Category: NA Snow Duration: NA HORZ(LL) 0 025 1 - - S Min Brg Width Req = 1.5 Des Ld 55EXP: NA.00 :HORZ( TL) 0 045 i - - M Min Brg Width Req = 1.5 Mean Height: NA ft NCBGLL 10.00 Code / Misc Criteria Creep Factor 2.0 Bearings S & M are a rigid surface TCDL: NA psf Bearing S requires a seat i Soffit: 2.00 BldgCode: FBC 6th.ed 2017 Max TC GSI 0.886 9 q pate. BGDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI 0 901 Members not listed have forces less than 375# Spacing: 24.0 " C& C Dist a: NA ft Rep Factors Used: Yes Max Web CSC 0.396 Loc. from endwall: NA FT/RL12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) I: NA GCpi: NA Plate Type(s): Chords Tens Comp. Chords Tens. Comp, Wind Duration: NA WAVE VIEW Ver 17 02 02A.1213 21 B - C 80 -681 E - F 920 0 C - D 248 - 640 F - G 383 0 Lumber D - E 510 - 230 Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP # 2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #1 Chords Tens.Comp. Chords Tens, Comp. Webs 4x2 SP #3 _ Lumber value set " 136" uses design values R - Q 627 - 4 O - N 632 - 2% approved 1 /30/2013 by ALSC Q - P 647 - 242 N - M 34 - 711 P - O 640 - 248 M - L 0 - 868 Plating Notes All plates are 3X3 except as noted. Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens Comp. We Tens. Comp 2x6 #3 HEM -FIR or better continuous strongback. A - S 0 - 504 E - M 0 - 834 Attach to each truss where shown with 3.10d Box or A - R 505 0 M - F 0 -687 Gun nails (0.128" x3",min). Strong back material to tRgRgtyt R - B 10 -494 F - L 749 0 be supplied by erection contractor.it% D - N 0 - 731 K - 1 0 - 523 This truss spaced @ 24.0" oc supports additional concentratedstud (`*, A . / N - E 609 0 ht end from 13 75PSF) supporting 0- 0-0 roof I with 0 0- 0 Az overhang, Roof load: 20.00 psf LL and 7.00 psf DL. Truss must be installed as shown with top chord up. r s f w • ATE b# 443Ai* f RlA uliiw% GA `5 0 278f'rs 0NaL 04/23/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingg shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, byTPIanc7SBCA) f7r safety practices prior to performing these functions Installers shall provide temporary BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathingg and bottom hord shall have a prorp erly iild ceiling Locations shownforpermanentlateralrestraintofwebsshallhavbraacinggInR [led per BC I sections B3, B7 or B10 ile. Apply plates toeachface. of ttruss and position as shown above and on e Jont Details, unless noted otherwise. Refer to' 60A-Z for standard plate positions. of from this drewinq an failure to build the seal on this gdrawir59 or cover paggeforthed1br9ec2hoWn, The suidbdity ALPINENEt1Pi1. ortorr acceptance any structure see this job' s general notes page and these web sites: ALPINE. www.aloineaw. com. TPI. www. AN fiW :.QM4'FjVY 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330090 VARIOUS .9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,021 .R/01 Truss Label: FT9 5'6, 4"8 76 TYP) Ply 1 Qty: 1 7,6" 2. _ EON 10284 / T36 / SY42 ' CusC R R8975 JRef: 1 Waa89750120 FROM: JJP DrwNo 110 18.150T53539 KM / DIP 04/20/2018 10' 3" 2,9„ 1'3"12 1'3"12 . 12'4"8 14' 2' 1 "8 178 1'3" 12 3X6 1.5X3 1 5X3 4X4 15X3 15X3 3X4 A B C D E F G H 1 2X4 Loading Criteria (psf) Wind Criteria TCLL 40.00 I Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld 55,66 EXP: NA Mean Height: NA ft NCBCLL 10.00 TCDL NA psf Soffit: 2,00 BCDL: NA psf Load Duration: 1 00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA If Loc. from endwall. NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 42 SP #2 N Webs 4x2 SP #3 Lumber value set " 138" uses design values approved 1 /30/2013 by ALSC Plating Notes All plates are 3X3 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous 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. 7'11'7 _... _._ 'T'_. _.. 27" 1 X._.. __. 3'4"15 __....."1 14' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria i Maximum Reactions (Ibs) Pg: NA Ct NA CAT NA! PP Deflection in loc L/deft L/# Loc R / U / Rw / Rh / RL / W Pf NA Ce NA VERT(LL): 0.095 M 913 360 P 610 1- ! - 17.2 Lu NA Cs NA VERT(TL): 0 192 M 640 240L 165 / 228 / 11.3 Snow Duration. NA HORZ(LL): 0.024 B K 682 ! - ! • / - / - / 11,3 HORZ( TL): 0.035 B 1 304- Code / Misc Criteria Creep Factor: 2.0 P Min Brg Width Req = 1.5 Bldg Code. FBC 6th.ed 2017 Max TC CSI: 0,561 L Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.722 K Min Brg Width Req = 1.5 Rep Factors Used Yes Max Web CSI: 0.341 I Min Brg Width Req = - Bearings P, L, & K are a rigid surface. FT/ RT:12(0)/10(0) Bearings P, L, & K require a seat plate. Plate Type(s): WAVE VIEW Ver 17 02 02A 1213 21 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. A- B 0- 386 C- D 0 - 952 B - C 0 -892 D -E 0 -942 E ' AT ,. A fr RRRR •R'R RR 0 27a QNAk., ijim"" u 04/ 23/2018 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 require extreme care in fapricating, handling shipping, installing and bracing Refer to and follow the latest edition of BCSI (Building nentSafetyInformation, byY TPI and SBCA) r safety practices prior to performing these functions Installers shall provide temporary. CCieUnless noted dtherwise,top chord shall have properly attached structural sheathing and bottom phord shall hav a propperly drigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracmqInstalledperBCSIsEctionsB3, 7 or 910 ie. Apply plates to each face, of truss and position as shown above and on the JointgDetails, unless noted otherwise. Refer to Is 150A-Z for standard plate positions a division of ITW B1iildl1nlg eeomponents Group In shall not be responsible for any deviation from this drawing anv failure to build the conformance with ANSI/1 P1 1, or for handlin] s ippin , installation and bracin of trussesA seal on this drawirS or cover pa e , - this drawing indicates acceptance of proTessional en_ gineering responsibility solely for the design shoviin. The suit9abihty leothisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI/TPI 1 Sec.2. ar riwcornrr.!e. 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 moreinformationseethisjob's general notes page and these web sites. ALPINE. www. aloineitw.com: TPI. Job Number: N330090 VARIOUS 9A6/9A7,213MA/213MB/213TA/213TB/213SE 02/.R/01 Truss Label: FT10 5'6" 4"8 2'6" — TYP) I 4X4 1 5X3 A 1 2X4 Loading Criteria (psf) Wind Criteria TCLL. 4000 Wind Sid NA TCDL 10,00 Speed: NA mph SCILL: 0,00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55,00 EXP NA Mean Height: NA ft NCBCLL: 10,00 TCDL NA psf Soffit] 2,00 BCDLi NA psf Load Duration: 1.00 MWFRS Parallel Dist. NA Spacing: 24.0 C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpv 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 3-1 Od Box or Gun nails (0,128"0",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 811 "4 Ply: I SEQN 10285 / T45 / SY42 Cust R R8975 JRef 1 Waa89750120 Oty: 1 FROM JJP DrwNo 110 18 1507 53805 KM / DF 04/20/2018 7'6" 10'4"8 12'3" 14' 2' 210"8 1,10,113 1191, 2 12 _ 1.5X3 1,5X3 3X6 C D E F G H 5'0" 12 "1 14' Snow Criteria (Pg Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg NA Ct NA CAT NA PP Deflection in loc L/defl L/# Loc R _/ U1Rw /Rh / RL W Pf NA Ce NA VERT(LL), 0.132 C 771 360 Q 546 /- /_ /_ /_ 172 Lu NA Cs NA VERT(TIL)i 0.253 C 531 240 L 616 1- 8 0 Snow Duration, NA HORZ(LL): 0.037 B - 1 377 HORZJQ: 0.055 B Q Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 L Min Brg Width Req = 1,5 Bldg Code FBC 6th ed 2017 Max TC CSI: 0,928 1 Min Brg Width Req = - TPI Std 2014 Max BC CSI: 0,975 Bearings Q & L are a rigid surface Rep Factors Used Yes j Max Web CSI: 0.255 Bearings Q & L require a seat plate FT/ RT 12(0)/10(0) Members not listed have forces less than 375# Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver 17.02.02A 1213,21 Chords Tens.Comp. Chords Tens. Comp. B- C 0 -734 C-D 0 -701 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P- 0 666 0 N-M 701 0 O- N 708 0 M-L 694 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens, Comp. A- Q 0 -527 D - L 0 -686 A- P 535 0 J - H 447 0 P - B 0 -526 H- 1 0 -380 low- J ATEfii' 0 278 NA\,. love 04/ 23/2018 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, handlfn, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building ComponentSafetyInformation, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary. bracingper BCSI, Unless noted otherwisejop chord shall have properly attached structural sheathin and bottom ghard shall have a properly attachridceilingR90LocationsshomforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCI :ctfons 63 B7 or 8asapplicable. plates to each ace opiruss and position as shown above and on the Join Details, unless note otherwise. Refer to w,plica e, AppyV drawings16OA-Z for standard plate positions. Alpine, a division of ITW ildroomponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the trussinconformancewith'XIN I 11, or for handlinj shipping, installation and bracing of trussesA seal on this dr wing or listingthisrawing, indicates acceptance of pro) essiona engineeringresponsibility solely for the design shov7n. CA.r.pulilrbility anduseofthisrarwingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI(TPI I S6c.2. For more information see this job's general notes Page and these web sites ALPINE wwwaloineirw com TPI w-w tomst orn SBCA ww- sbcmd-tr, com ICC w— icc t ALPINE R col— W 2400 Lake Orange Dr. Suite 150 Orlando FL. 32837 Job Number: N330090 Ply 1 SEQN 10286 / T34 ! SY42 Cush. R R8975 JRef 1 Waa89750120 VARIOUS ,9A6/9A7 ,213MA1213MB/213TA/213TB/213SE .02/ ,R/01 Qty 1 FROM. JRH DrwNo 11018.1507 52994 Truss Label FT11 KM / DF 04/20/2018 9'8"8 7,6., 11.7' 2 16 1.10.18 w, 6" V3..12 2.6.. 14.8 TYP) 1_5X3 3X3 3X3 3X3 ..'..3X6 3X6 A B C D E F G H P 0 N M L K- J 1.5X3 3X3 3X3 1.5X3 i1.5X3 ?3X3 13X4 i1.5X3 2X4 8'11"4 Loading Criteria (psf) Wind Criteria Snow Criteria (PgPf in PSF) TCLL 40,00 Wind Std NA Fig NA Ct NA CAT: W TCDL 10.00 Speed NA mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA BCDL: 5.00 Category: NA Snow Duration: NA Des Ld 55.00 EXP: NA NCBCLL. 10.00 Mean Height: NA tt TCDL NA psf Code / Misc Criteria Soffit: 2,00 BCDL NA psf Bldg Code: FBC 6th ed 201 Load Duration: 1.00 MWFRS Parallel Dist NA TPI Std. 2014 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used Yes Loc. from endwall NA FT/RT:12(0)/10(0) I: NA GCpi: NA Plate Type(s): Wind Duration NA WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 42 SP #2 N Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1 /30/2013 by ALSC Plating Notes 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 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" 0",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up 27'72 _ 1 117' Defl/CSI Criteria PP Deflection in loc L/deft L/# VERT(LL): 0.112 C 911 360 VERT(TL): 0.216 C 644 240 HORZ(LL): 0,030 B - - HORZ(TL): 0.043 B Creep Factor: 2.0 Max TC CSI: 0,767 Max BC CSI: 0,871 Max Web CSI: 0.269 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W P 569 /- !- /- /7.2 K 365 /- !- (- /8.0 G 411 /- !- !- /- /3.0 P Min Brg Width Req = 1.5 K Min Brg Width Req = 1.5 G Min Brg Width Req = 1.5 Bearings P. K, & G are a rigid surface. Bearings P & K require a seat plate Membersnot listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver 17 02 02A.1213.21 Chords Tens.Comp. Chords Tens, Comp. B- C 0- 790 E- F 0 - 404 C- D 0- 793 F- G 0 - 377 D - E 0 -403 f* • ATE r IL9027 04/23/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. O-N 701 0 L -K 785 N-M 798 0 K -J 392 M - L 793 0 Maximum Web Forces Per Ply (Ibs) Webs Te-nsComp. Webs Tens. Camp. A- P 0- 550 D- K 0 - 676 A- O 564 0 J- G 562 0 O - B 0 - 552 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, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary bracm2 per BCSI. Uniess noted otherwise, top chord shall have properly attached structural sheathing and bottom hord shall have a properlyattachdrigidceilingLocationsshownforAermanentlateralrestraintofwebsshallhavebracmctInstalledperBCIsectionsB3. B7 or 910asappIfeabgle. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQComponents Group Inc shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSItI PI 1, or for handling, shippin . installation and bracing of,trussesA seal on this drUing or cover pa e, - listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suit9abilityanduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrferperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites. ALPINE. www. alriineitw.com: TPI www.tmnst. orn: SBCA: wwwsbcmdustry com. ICC www iccsal ALPINE r, nwcakrerry 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N330090 Ply 1 SEQN 10287 / T31 / SY42 Cust R R8975 JRef 1 Waa89750120 VARIOUS ,9A6/9A7 ,213MA/213MB/213TA/213TB/213SE ,02/ .R/01 Qty 1 FROM: JRH DrwNo 110 18 1507 52885 Truss Label: FT12 KM / DF 04/2012018 2'10" 4' 2" 5'6" 6110" 87' 9' 117' 1118 11.8 118 1'" g 1j g ) 8 1.6" 2' 8' 8 4'0"8 5.4 8 6'8"8 8'0"8 8' 10' 8 9 8 8 1'6' 1' 2"8 17-8 178 17.8 17-8 8"8 81" 1.0" 12 6" 4"8 1' T'12 3X4(") 4X4 !.3X6. i. 3X6 A B C D E F G H I J K Loading Criteria (psf) Wind Criteria Snow Criteria (Pg. Pf in PSF) Defl/CSI Criteria TCLL 40.00 Wind Std. ASCE 7-10 Pg: NA Ct NA CAT NA i PP Deflection in loc L/defl L/# TCDL 10.00 Speed: 150 mph Pf NA Ce: NA ! VERT(LL): 0.022 1 999 360 BCLL: 000 Enclosure: Closed Lu NA Cs: NA VERT(TL): 0.076 1 664 240 BCDL 5 00 Risk Category 11 Snow Duration NA HORZ(LL): -0.006 J - - Des Ld 5500 EXP C HORZ( TL). 0.011 J NCBCLL. 10.00 Mean Height 15. 00 ft Code / Misc Criteria Creep Factor: 2.0 TCDL: 4.2psfSoffit: 2.00 BCDL: 3.0 psf Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0,721 Load Duration 1 00 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0,492 Spacing: 24.0 " C&C Dist a 3 00 it Rep Factors Used: Yes Max Web CSI: 0.124 Loc, from endwall. not in 72 00 ft FT/RT:12(0)/10(0) GCpi: 0,18 ': Plate Type(s): Wind Duration 1 60 WAVE VIEW Ver 17.02 02A 1213 21 Lumber Value Set: 13B ( Effective 6/1/2013) Top chord 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 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 pif at 0 00 to 10 plf at 11.08 TC: 235 lb Conc. Load at 11.46 Plating Notes All plates are 1.5X3 except as noted. 4r, c"u 1 plate( s) require special positioning Refer to scaled plate plot details for special positioning O "•.•" •••• %, requirements. 4 ;", ` S •• Wind ;• + Wind loads based on MWFRS. a • i ['f g Additional Notes 2x6 # 3 HEM - FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0. 128"xT',min.) Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 1 «o : FATE OF L"Y s' 5•••40R\ V# X` V, V 0 278NAB. 04/ 23/ 2018 Maximum Reactions ( lbs), or "=PLF Loc R /U /Rw /Rh / RL /W U' 422 / 34 / 49 ! - / 111 J 790 / 48 1200 ! - ! - / 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 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 pin installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPIandSBCA) Poi sa ety practices prior to performing these functions. Installers shall provide temporary bracin er BCSI Unless noted otherwise,top chord shall have properly attached structural sheathln and bottom hord shall have a properly attached rigid cellm Locations shown forpermanent lateral restraint of webs shall have bracingg Insiailed per BC I sections B3, B7 or 910 as applicatsle. Apply plates to eachfaceoftrussandpositionasshownaboveandontheJointDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions Alpine, a division of ITW Bui% 1,$1Components Group Inc shall not be respponsible for any deviation from this drawin any failure to build the truss to conformance with AN51lTPI 1, or for handlinct shippm9, mstallatidn and bracing of-trussesA seal on this drawing or cover pa e - listin this drawingg indicates acceptance of pprotessionar engineering res onstbili solely for the desi n shown. The suit9abili and use of this drawing foranystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 W.2. For moreinformation see this job's general notes page and these web sites. ALPINE-. www.alpineitw.corn, TPI. www.tpinsterg, SBCA: wwwsbcindustry corn ICC. www.iccsaf A NE w:m 1-0mr-Y 2400 Lake Orange Dr. Suite 150 Orlando FL.32837 Job Number: N330090 VARIOUS ,9A6i9A7 ,213MA/213MB/213TN213TB/213SE ,02/ ,R/01 Truss Label: FT13 5'6" 5'6" 4"8 2,6„ TYP) 3X6 1.5X3 3X3 A B N M 1.5X3 3X4 2X4 k Loading Criteria (psf) Wind Criteria TCLL 40.00 Wind Std NA TCDL: 1000 Speed: NA mph BCLL 0.00 Enclosure NA BCDL 5.00 Category NA Des Ld 55 00 EXP NA Des Ld. : 55, 00 Mean Height NA it TCDL: NA psf Soffit: 2.00 BCDL NA psf Load Duration 1.00 MWFRS Parallel Dist: NA Spacing. 24 0 " C&C Dist a NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration. NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-1 Od Box or Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up Ply 1 SEON 10288 / T48 /SY42 Cust RR8975JRef 1Waa89750120 Qty: 7 FROM. JJP DrwNo 110.18 1507 53415 KD / WHK 04/20/2018 7'1"4 11'2"12 1'7"4 4'1„$. 1'3"12 3X3 3X3 1.5X3 '3X3 15X3 C D E F t L K J I H` 3X3 1.5X3 3X3 3X3 2X4 117 12 Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Lldefl L/# Loc R U / Rw / Rh / RL W Pf: NA Ce: NA li VERT(LL): 0.071 C 999 360 N 611 ! - ! - ! - 72 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 Brg Width Req = 1 5 HORZ(TL): 0,029 B H Min Brg Width Req = 1.5 Code / Misc Criteria 1 Creep Factor: 2.0 Bearings N & H are a rigid surface. Bldg Code: FBC 6th.ed 2017 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# FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp . Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver 17 02.02A1 213 21 A - B 0 -387 C - D 0 -973 B -C 0 -895 D -E 0 _%6 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 QQ 3 i ATE a" R II, 'iQ N•R V `tjV 0278 twitttfQt 04/23/2018 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 SCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions Installers shall prowde temporary bracing per BGSI Unless noted otherwise top chord shall have properly attached structural sheathin and bottom hord shall have a pro erlyattachedrigtdceiingLocatipnsshownforpermanentlateralrestraintofwebsshailhavebracln9insalledperBCIseettons63, B7 or 910, as applicable Apply plates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI 1, or for handlin, shippinlq, installation and bracing of,trussesA seal on this drawing or cover page , listing this drawing indicates acceptance of ppro essiona en ineering responsibility solely for the design shown. The suit9abilityanduseofthisdrawingforanystructureistheresponsibilit}of the Building Designer per ANSI/TPI 1 S-6c.2. or more information see this iob's general notes naoe and these web sites: ALPINE. www.almneitw.com: TPI. www.toinst oro SECA. www.sbundustry com. ICC www.Iccsat MIFM—= nn rrwcaurnorr 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ora 120 mnh Wind Sneed. IS' Monn Hainh+ Pnr+Inav Fmrincorl F,.nn - O W,+ - Inn S 2x4 Brace Goble vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace Al(1)2x4 L' Brace 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace w 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' U J P F 3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 140' H ( Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' O I l Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' il' 1' 14' 0' 14' 0' 1 4' 0' 6' 8' 6' ill 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14, 0' 14' 0' S P 2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' 3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, ill ill 8' 14' 0' 14' 0' 0j D P L Stud 3' 9' 5' 3' 5' 7' 6' ill 7' 5' 9' 2' 9' 7' 10, 11' ill 8' 14' 0' 14' 0' dStandard3' 6' 4' 7' 4' Ill 6' 2' 6' 7' 8' 4' 8' Ill 9' 8' 10' 4' 13, 1' 14' 0' U 1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13, 11' 14, 0' 14' 0' 14' 0' SPF34' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' QJ UHP i Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14, 0' 14' 0' 14' 0' 14' 0' P 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' i' 10' 6' 10, ill 13' 4' 14' 0' 14' 0' 14' 0' QJ D F L Stud 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' 10' 6' 10, li' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, Si' 10, 12' 7' 14' 0' 14' 0' d S P F 1 / # 2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12' 1' 14, 0' 14' 0' 14, 0' 14' 0' 3 4' 7' 8' 2' 1 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14, 0' 14' 0' U H F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14, 0' 14' 0' 14, 0' 14' 0' O 1 Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X d P 1 5' 1' 8' 5' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14, 0' 14' 0' 14' 0' 14' 0' 2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' CU 3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14, 0' 14' 0' 14' 0' 14' 0' i 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 4' 7' 6' 6' b' il' 8' 8' 9' 3'1 11' 6' 1 12, 0' 13' 7' 1 14' 0' 14' 0' 14' 0' AboutI able Truss Diagonal brace option - vertical length may be T doubted when diagonal i 18' brace is used Connect I diagonal brace for 600# 1 J_• 1 at each end Max web J Brace total length is 14'. S 2x6 DF-L #2 or Ibetter JA4511* diagonal r Vertical length shown Jbraces single 8, In table above. or double cut as shown) at iml 1 upperend. IF7L on Connect diagona at midpoint of vertical web. Refer to chart ab WAS.. READ AND FI3.LGW ALL N MS ON THIS DRAWDO DVORTANT fLOM TWS DRAWING M ALL CONTRXT1RS DIMMING THE INSTALLERS. Trusus require extreme care Infabricating, hondhp, shipping, installbnp and brocWo Ref tox fOt(ow the ;:4 latesteditionofBCSI (D-Wn Component Safrty I -formation, by TPI and SBCA) for Practices prior to perfar,*V these functions. IMtaams shall provide trMorary bracing per BC L'_ noted otherwlse, top Chard shall havt Properly attached struct,6 l sheottft ord bottom 4 we shall have a properly attached X cesap. Locations shown for permanent lateral restraint of w4 haveohoaApplyplatestoeachfatWontheJorSIO,Utas unless, trussandpositionandp-I InsIon as s per above, shornaboveand on the Joint 1ktaAs, Wass noted othershr. ItIi1=^ Re -2 Refertodrawilgf160A-2 for standard plate positions. AN 1TWN30K4PA Y Alpine, a division of F W Bulking Comp rots Groap Inc stave not be resp-ble for an deviation f this6vring, any failure to build the truss In conformance with ANSI/TPI 1, or for hand shipping, Instattatlon a brncirng of trusses. A seal on tHs drawing - cover page itsAft this draft, kxAcates acexptamce of professtoral 11137231 Ri rpoW, Dnve rwspwMbEfty solely for the design shorn, sift suttabttty and use of , drasip 11 Sude". 200 for any strucdre b the resporsbBtty - the &limp Designer Per ANSI/TPI 1 S s? Maryland, HegNs.i MOt 63043 For more information we Uiz Job's gerwrrnl notes page and these web sirs, ALPIW, wrw.all *w4trcau TPI, www.tpinstargi SBCM www.sb&i *Atr .aril ICG wwwiccsafe k w s Ai E w! lliw •w Si0 J ATlll Bracing Group Species and Grades, Group Al S ruce-Pine-Fir Hem -Fir 1 / # 2 IStQdord #2 Stud 3 Stud #3 Standard Dou las Fir -Larch Southern Plnewww 3 # 3 stud Sxud Standard Standard Group B: Hem - Fir I s Btr 1 Dou las Fir -Larch Southern Pinew w 1 # 1 2 # 2 Ix4 Braces shall be SRB (Stress -Rated Board). wFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B11 valuesmaybeusedwiththesegrades, Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach ' L' braces with lad (0.128'x3.0' min) nails. K For (1) 'L' brace, space nalts 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 t.enath No Splice Refer to common truss design for peak, spllce, and heel plates. Refer to the Bullding Designer for conditions not addressed by this detail. Less than 4' 0' 2X3 Greater than but less than il' 6' 3X4 TOT, LD. 60 PSF AX. SPACING 24.0' REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 n" ipn mmll, 1Jinf4 cz,_.A on, ue..., uvi..u,+ o,...+,..,a., r..,-,...- — .....n — _ , nn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) ix4 'L' Brace 1) 2x4 'L' Brace Is 2) 2x4 'L' Brace 1) 2x6 'L' Brace w 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B c 1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' S P f 3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' ill il' 13' 7' 14' 0' H P Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' O Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' 1 3' 10, 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' J S P 2 3' 8' 6' i' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 1 11' 7' 12' 0' 13' 9' 1 14, 0' 3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10' 13, 8' 14' 0' F Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' 10' 10' 13' 8' 14' fl' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12, 2' 13, 0' U 1 / #2 1 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 101 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' S P P 3 4' 0' 6' 7' T 5' 8' 4' 8' 8' 9' 11' 10, 4' 13' 1' 13' 7' 14' 0' 14' 0' i U u C Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O I r Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12, 8' 14, 0' 14' 0' 1 4' 5' 7' 3' 7' 6' 8' 7' 8' il' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P 2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' 3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Q D P L Stud 4' 1' 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' 11' 0' 11' 9' 14' 0' 14' 0' 1 / #2 4' 8' T 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 3 S P P 3 45' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 1 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U C Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O i Standard 4' 5' 6' b' 6' 11' 8' 8' 9' 3' 10, ]i' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X 1 4' 10, 8' 0' 8' 3' 9' 5' 9' 9' 21 il' 8' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 8' 7' 11' 1 8' 2' 9' 4' 9' 8' 111 1' l]' 6' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 6' 6' 10' 7' 3' 9' V 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' r 1JrL Stud 4' b' 6' 10' 7' 3' 9' V 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 1 6' 5' 8' V 8' 7' 10' 11' il' S' 12' 8' 1 13' 7' 14' 0' 14' 0' ymm Abouti able Truss Diagonal brace optbru vertical length may be T Idoubled when diagonal 18• X brace Is used. Connect I I diagonal brace for 6900 1 L• L. at each end. Max web i jBrace total length Is 14'. 2x6 DF-L #2 or better diagonal r Vertical length shown j bracei single In table above, 45' or double cut I as shown) at L 1 11- 11 nN upper end, Connect diagona at midpoint of vertical web, Refer to h cart n vmVAiMa— READ AND FOLL94 ALL NOTES ON THIS ORAVING1 i sdwaiRTAIRsw FumsH Tm DRAWING TO ALL CONTRACTORS ncLBBBIG THE DisTmAnis. 1 Trusses requireextreme care In fabricateg, handbg, shopig, inst4b lUng and racing. Referor! fellow the latest edition of DCSI <&A,111 p Caponent Safety Imfor.atlon, by TPI and SI CA) for et, proctkes prior to perforneg these functions Installers shall provide temporary bracing per i. bless noted otherwise, tap chord shall have properly attached structural sheathkV and bot L.po shall hove o properly attached rigid c"Ing. Locators shown for per foment lateral restraint of I small have brac.,g Instated per JIM sections 33, DT or DW, as applicable. Apply plates to each R w and te ta a. >tes: Hated ather,&e. Refer w Z standard AN Rw COMPANYt da a d failure IT to b nentinr pfo 1n shall not ANbe SI/ pspiongbW oranyd-I ton f for handift, fig' toorUatbr, i bcjvoftrusses. A seal — this darNg or cover, page Us irg this drawbp, I ndcates acceptance of professionoi 137231 Ri ,porn One engNeerbg respoditRt% solely for tM deslpn sloven, TM sulta111 y and use of this drydrg i l Sui1e1200 or any structure Is tine respoesbstty of the Building Deslpar per ANs]/IPI l secz Marylar+di Heights,'. hAOt 63043 For Wore e,formatbn see ads ,}ma's general rotes page and these reb sites ALPINE+ wswmtphNtw.comi TPI, www.tpbstary SBCN rww.sbcbndustr.orgi IM wwwJccsafe.org i J Te}w A 1 i. 'Orjf wwi.topoto hisww* Y Bracing GroupSpecies and Grades - Group A; Spruce -Pine - Fir Hen- Flr 1 / #2 Standard #2 1 Stud 3 1 Stud 1 1 #3 Standard Doll as Fir -Larch Southern Pinesss 3 #3 Stud Stud Standard Standard Group B; Hen -Fir 1 8 Btr Ll 1 Doll las Fir -Larch Southern Pinesss 1 #3 2 #2 ix4 Braces shall be SRB (Stress -Rated Board). ssFor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these arades. 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). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with lOd (0,128'x3.0' min) nails. K For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. W)Wor (2) 'L' braces- space molls 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_l:ength No S lice less thanI 2X4 Greater than 4' 0', but 4X4 less than 12' 0' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. TOT. GD, 60 PSF SPACING 24.0' F ASCE7-10-GAB16030 TE 10/01/14 WIG A16030ENC101014 T' Reinforcing Member Gable Truss Gable Retail Fnr 1 Pt -in VPrtirnl,- Gable Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lapped plates to span the web. 2* 2X4 2XS 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) nalls In the top and bottom chords. Toenalied Naits- 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detall Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENCI01014, A20015ENC101014, A20015END101014, A20015 A11530ENC101014, A12030ENC101014, A14030ENC101014, Ni A18030ENCi01014, A20030ENC101014, A20030END101 0 S11515ENC100815, S12015ENC100815, S11015ENCI 1 S18015ENC100815, S20015ENCi00815, S20015E Qpl6t # S11530ENC100815, S12030ENC100815, S14030 6 J S18030ENC100815, S2003OENC100815, S200 ND 3OPED1 8 3 See appropriate Alpine gable detail for maxihm unr forcgmd gab T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Jeb Length Increase w/ 'T' Brace T' Relnf. Mbr. Size T' Increase 2x4 30 2x6 20Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1,00 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30Z = 1.30 Q) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' avARr READ AND fnuw ALL haTES ON THIS MAn"° ' + REF LET -IN VERTUKDFMAMTeFtFMISHTHISDRAWIMTOALLCOTRACTIRSDKXWIMGTWDISTALLERS + Trusses req *b extreme core in fabrkatitg, hands tp, shppk p, InsUllft and bract% Refer s nntl LPDOfallow the latest edition of SCSI (%Adimg Component Safety lnfo tlon, by TPI and SBCA) for ety ; iATE t DATE 10/01/14 practices prior to pmformnhg these functions. Installers shall provide temporary bra ag per pxrunlessnotedOtherwise, top chord shall hove property attached structural sheatlhnp and D R ti/ Ct Ci B L L E T I N 1014rshallhaveapropertyattachedrigidceg*V. Locations shown for permanent lateral restraint of >ti shntlhavebracing installed per SCSI sections B3, B7 or 810, as applicable. Apply plates to each oftrussand position as shown above and on the .hint Deta0.s, unless rated otherwiseRefertodrawings160A-Z for standard plate positions. Alpine, a division of ITV Building Components Group Inc. shalt not be responsible far any devhtlon frf ws (1/*+ taw w aw+w AN Ii1NCOMMPIY this drawing, any fn0.un 4o build the truss in conformance with ANSI/TP3 1, or for hanMllnp, skipping, >. / MAX. TOT. LD. 60 PSFInstallationsbrac" of trusses. >tiJ 0 y U 1372Jl Riverponl D/rve A ** Y solelthisdmvbVory far the shown Thar sxstob0.lty ¢ d useof this drnsYtg tam* of 1 VVV ' for structure is the of .the Bu0. DUR. FAC. ANY s, laeizeo any nth ah0 Designer per A I I sect 27 0412312018 MatylanMHeightslhd0163043 far more i+fornatan see fink ,bb's general mates pope and then web sites MAX. SPACING 24.fl' ALPD m.alphNtw.ca+i TPL ww.tphnst.or l SBC/n www.sbchdustry.or ICG wwJccsafearg Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-10: 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr+ 140 mph Wind Speed, 15' Mean Height, Enciosed, Exposure D, Kzt = 1.00 n" IPA mnh Virri lz n ri Ir,' Ncnn W-"k+ P. +1,.11,• r ----I c....,.-..__ n S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) lx4 'L' Brace * 1) 2x4 'L' Brace 2) 2x4 'LBrace 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 SPF i / # 2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 0) U 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' H F Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' O 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' 1 10' 9' 11' 2' 12' 9' 13' 3' SP23' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' i' 8' 5' 10' 7' 11' 0' 12' 8' 1 13' 2' 3 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13 c D P L Stud 3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' Uc 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' P L U S P r H F 3 3' 8' 6' b' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' QJ 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 14' 01 QJ D P L Stud 7 7' 7' 4, Standard 7' 7' S p F 1 / # 2 4' 3' 7' 3' 7' 6' 8' 9' 10' 7' 13' 5' 11' 14' 14' 0' d I 3 4' 0' 7' 1' 7' 5' 8 5' 0' 10' 13' 2' 13' 9' 4' 0' 14' 0' U H F Stud 4' 0' 7' 1' 1 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' Standard 4' 0' 7' 0' 1 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' X 1 4' 5' 7' 4' 7' 7' 8' 8' 9' 0' 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' d S P 2 4' 3' 7' 3' 7' 6' 1 8' 6' 8' 10, 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14, 0' CU 3 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' D F L Stud 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' In' IT 0' I 0' Standard 4' 0' b' 6' b' 11' S' 8' 9' i0' 0' 10' I;,13' 2' About 1q__ able Truss Diagonal brace option+ vertical length may be T doubted when dlagonal 18• 1# brace Is used. Connect diagonal brace for 600# 1 J_ nt each end. Max web jl Brace total length Is 14'. K3# a 2x6 DF- L #2 or jbetter diagonal I A Vertical length shown j braces single 8' A In tableabove. 45' or double cut as shown) at L 1 upper end. o L' ous- f r1ig Connect dlogona at midpoint of vertical web. Refer to chart abilve fqt 01. e WARNRIG O READ AND FOLLOW ALL NOTES ON THIS ORAV3T#i wsDPoRTANTu FURNOSH THOS 11111AWD4 TO ALL CONTRACTORS AJaARIM THE 04TAADM x i Trusses require extreme care In fabricating, handing, supping, Installing and bracing. Refer t Safety Infmil provide by TPIor ry SBCA) for sn ty follow thelatestpertofHCttsefugto & Installers practices priortothosefunctions. installers shall temporary perLIA top topTE0ywise, structural rQbracIngand hall e a otherwise, and button chord shallhaveproperlyattachedstructurallateralhallhoveaproperlyattachedcoming. Locations shown210,for permanent lateral of jy 1 d. SCSI to to a ailed per97orHeG, as unlekable. Apply plans to ends f PYg insionassperosectionstheoftlaveandoftrussandpositionasshownaboveandontM .lOeft 34tnAs, unless noted otherwise, .+* Refer to drawings 16OA-2 for standard plate positions, # ie 1 AN ffWCOh~ Alpine, a dMsion of ITV "ding Components Group Inc shall not be responsible far any d-latiar fr this drawkV, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, supping, Collation s bracing of trusses, alfaa*a• i' l f! Y l13723'. Riverponl Drive A sent Dorn s v p pp f t0 dra wirQ farany As respo.mibuty of the >avdxg iwsle.w+, ANsvTPt 1—Seca a ' 1 it/-/• I"{s('/ f/i/ sidle',. 20o 11AarylandlHeighls. t MO'. 63043 per Foe' mare WO— atbn see this ,Job's general notes page and these web sites, tiam il;10"i ALPOE, —tpIneitw.comiTPI, www.tpinstnrg, SBCA, ees.sbcl dustr .orW ICG wwwlccsafearg Bracing Group Species and Grades, Group A; S ruce-Pine- Fir Hem -Fir lit / #2 Standard tit Stud 3 Stud It Standard Dou las Fir - Larch Southern Pine*** 3 #3 stud stud Standard Standard Group B; Hem - Fir 1 6 Btr 1 Dou las Fir - Larch Southern Pine*** 1 #1 z # 2 1x4 Braces shall be SRB (Stress -Rated Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 vaStress- Rated Boards. Group B lues may be used with these ,odes. Gable Truss Detail Notes; Wind Load deflection criterion Is L/360. Provide uplift connections for 75 ptf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers Ith 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with IOd (0.128'x3.0' min) nails. X For (1) 'L' brace- space nails at 2' o.c. In IS' end zones and 4' o.c. between zones. K )Wor (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detaft. Vertical Length No Slice Less than 4' 0' 2X3 Greater than 4' 0, but 3X4 TOT. t_D. 60 PSF X. SPACING 24,0' EF ASCE7-10-GAB16015 ATE 8/3/15 RWG S16015ENC100815 I VALLEY FRAMING & BRACING DETAIL Lumber Size and Grade Minumum Requirements Ridge board... 2x6 (min) N2 Southern Pine or better, Rafter spans 20'-V or less... (A) 2x6 SP 02, SPF il1107, DF 92 or better is) 2x6 SP 02, SPF N3/N2, OF 42 or better Puriins/Lateral bracing_. 2x6 SPFN2, HIF N2, OF a2 or better Sleepers_. 2xlwidth of rafter seat cut) SPF N3 or better 2 parallel 2x6 SPF a3 Cripples and bbtking_. 2x6 SPF s3 or better Truss Below.,, See design - Southern Pine Material 1 SECTION CUT PARALLEL TO VALLEY RAFTE A),(B) RAFTER 3 r-) RIDGE BOARD COLLAR BEAM, EVERY THIRD 2x6) PAIR OF RAFTERS 2x4 at CKIN 6 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CM "CRIPPLEI + Cripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. Space the crippes for each row starting from the valleys or sleepers and working inward to the ridge board so that cripple locations are staggered between rows. I 2' 0" O.C. (Typ) 4' TYP VALLEY ROOF PLAN Connection Requirement Notes 1 1. 2x6 rafters to ridge 4 16d toe -nails EE CRIPPLE, BRAC BLOCKING NOTE IN 1, 12 Attachment can be made directly 2. Cripple to ridge 4 16d toe -nails RIPPLES 3 TO s or through plywood sheathing 3. Cripple to rafter 416d toe -nails YL Height f by cutting a 2"x6" notch in sheathing 816d face -Waits Of Valley 4'-0" MAX SPACING 4'-0" TYPICAL 4'-0" TYPICAL 4'-0" TYPICAL 4, Rafter to sleeper or blocking 516d toe -nails 3 (..) Rafter to two 2x6 sleepers 416d toe -nails S. Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 316d toe -nails each sleeper & truss e 6 6. Ridge board to roof block 416d toe -nails 0 9 F E O BEVEL RAFTER CUT AS REQ'D FOR PITCH 7. Ridge board to truss 416d toe -nails 0 0 0 0 4 5 8. Purlin to (Typ) 3 16d toe -nails 9. Truss to blocking 4 16d toe -nails 10, Truss to cripple 416d toe -nails 11. Truss to cripple 416d toe -nails TYPICAL COMMONS 2x4 BL CKING 2x4 Punin 24" SPACED 24" O.C. (Where no sheathing GENERAL NOTES Purlins required 2'-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this is Impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of 8-8d (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 heels) 40'.0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 foot ASCE 7-05, 140 mph, Enclosed, Cat 11, Exp 6,1=1.0, Kzt=1.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, Kzt=1.0 it2" SHEATHIN (designed by others) 2x4 BLOCKING plfed) 12. Cripple to purlin 316d toe -nails NOT REQUIRED IF SLEEPERS ARE USED) 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'A" Iongnalledw/ 2 •10d (0.148"x3") nails. Or 2x4 "T" or scab reinforcement nailed to flat edge of cripple with 10d I0.128"x3.0") nails at 6" o.c. "T' or scab must be 90 % of cripple length. Cripples over 10'.0' long require two CLR's or both faces w/ "T" 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 it 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 NOS requirement 1fpFf Nails are common wire nails unless noted otherwise. H. sM s+eeee / N ENS c • -: VARWQ-- W-0 Um FOLLOW ALL ICIIES ON THIS DRAVaQ a d FWTANTFURNISH THIS nRAVB6 TD ALL ONOVACTtRS D CLUMNG THE e"ALLERS irussn — qure extreme care In fabricatha, hardline, Oilpplrg Inst.UI V and brvcirq Refer town folio! the ",—t adtbn of SCSI (DL*AWp Ca tpon—t Safety Warm iscm by TPI and SItCA) for sa t Practices P'lor %0 Perfornr+e these functions. Instalters sheu Proud! tenpor'ur'y bracing per UNess noted otherrise, top chord shall have property attached str—Ural zheathAy and botton%h j shah have a properiy attached X cefirp Locations shorn for permnent later%( rtstmIr of U V Refer to! br% chg i., " d per above sand on 10 j or Data., a! applieohll. MWy Water to eaci, f QOIftrussandcIrVWnasshornaboveandonthe .bins Oetass, +wdess noted of Pit ' dr vIngs 164A-Z for stnrdard plate p%sttlp Alpine, a dFAW- of ITV Wldng Components Iirvup kn sh%R not be rtsponsbte for any deviation f ANITWCK)MPANY this tFawtV, any faw'e to buad the mass In conformance With ANSI/IPi L or for hand1Yq, shbprie, Inetaltatlon i bradng of trusses. A seat on thbi drnrsnp a cover pop WUV ttds sYaWirnp, rndcstes %cxxpt AC! of Professional mispiletzlAtty solaty for the drsfpn shorn Tier "v n 3399Lakeirom Dme far any A. respPebstty of lint 7ni3+g Drslgrrr ANSI/TPI 1 Sec2. EaM City, MC 63946 For mot! W-1,3n set this os prSe 1 note ppoope ord the- sib sltev ALPMmelprem.cav TPI, s!. ss..sbdndustry,o o, ICO r.lJccs%fesrg STATE OF 6v Q, • o f'c I p PONAL C 201 A) ( B) IC LL 20130 40 54 IC DL 10 20 7 7 k DL 01 0 0 0 BC LL 01 0 0 0 TOT LD.301 50 4761 DUR FAC. 1.25/1.15 SPACING SEE ABOVE REF VALLEY FRAMING DATE 10/01/14 DRWG VACNV1801015 e 30'-0' 0 1 Go QO 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 DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 Total Truss Quantity = 165. THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND rI SHINGLE ROOF F 6 ( Z 4 HEEL41-3/1 • 0 PLUMB CLI 2 • TRUSS HELD 4' FOR PLYMCIOD. I REFER TO L3 PACK FOR CONNECTION. Yl$ TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING SUBFLOOR I WALL HT. BASED ON 9'-4' A.F.F. I REFER TO PACT( FOR CONNECTION. o C.t3 I 2'-O• TYPICAL 5' SETBACK CORNERSET LABELING AND SPACING HANGER CHART Att= HTU 26 (SIMPSON) IL = THA 422 (SIMPSON) A = HUS46 (SIMPSON) J L= HUS26-2(SIMPSON) J L= 14GUS26-2( SIMPSON) L ab4%d fra Vat ATTENTION! REFER TO BCSI -B1 Truss rant be wt uds .ay s o-tr uwa truss b M a 1 yar 4'uss ay rot mtdL bVfct oJat pe'e sets truss We aq. do General Notes T) M pood wand buuw„ ad beeew aN Ibt IN— h— w by d-d Pa4+y p"W Vw b be i b*W 9— " W 2) M m lb br Smtpeew #as* erA- eN rwe fed 3) M bvw poaq b 34' OC. Wm aaw in aabd 4) fY Trove flab Ydhrk (if9-Bt reeaaeneMotim ptreaaerf 11-bouq *wM br Fi.W d e amareere Lpab1 15 = aaaee as pat b be mp.W d a a..i— d 2O bebnbr e.h Y- beoe a m.00et Ma *v*m Pb— raft b BC3-e1 ft ay 009AW bredeq debate. ROOF LOADING SCHEDULE TCLL 20 PSF TCDL = 17 PSF BCLL a PSF BCDL 10 PSF TOTAL = 47 PSF DURATION = 1.25 R WIND SPO/TYPES 150 ENCLOSED BLDG EXPOSURE - C USAGE = RESIDENTIAL CAT D WIND IMPORTANCE FACTOR= I UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FOC 2017 TPI 2014 Truzs memha dese untKKtor plates desr d f. a1—t0 mrd maxintmn f frwn Furth y xrnrncsmid clad<4ur s mM ,. 3 ( siseing a'seems. These emsses ha Mar eued io carn mt adda.. w l(w ps(m «xrcurr e M._ chord hoc toad FLOOR LOADING SCHEDUL TCLL = 40 PSF TCD. = t0 PSF eax = 5 PSF TOTAL = 55 P' ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000 ARE SHOWN ON ENGINEERING. WALL KEY 09 - 4- 20'- 3/4 tIESCW TION pAT. DATE N pOrmafr Jeer W N bna Vrr LOAD/ DESOWMON —YifF— DATE et/ IYi mv. LMW 1M WtAt CARPENTER CONTRACTORS OF AMERICA 39W AVENUE 4 K V. VtNTER HAVEN ILORIDA 33M PMW, ( 8DD) 959-SW6 f' Alb (U63) 294-2488 BUILDER TAYLOR MORRtSON PROJECT TBORNBROOK MODEL 2138 CCA PROJ/MODEL/ALT 9A8/ 9A7/213MA,B/213TA,6/213SE ALT DESO6'0' COVERED LANAI OTC : LOT : 229 BLOC(: SCALE tx u/is/a= az ar ocata4.r DESIGNER PACE JRH t 1DATEf0tt4 16 N330© 9DL f 4 "=f' Permit # City of Sanford Building and Fire Prevention Product Approv t -- PI, 2 4 4T Project Location Address: cification Form 29 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www,floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332-9 Sectional Windsor Garage Doors Sectional Ext. Door single & DbI FL15080.3 Roll Up Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676,2,9,16 Horizontal Slider Casement Double Hung 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. Roofi!jProducts. Asphalt Shingles Shingles FL5444.1 CertainTeedUnderlayments Rhino Underlayment FL21842.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Water roofin Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives Coating 4 Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P.S. Roof Panels Roof Vents Millennium MMI-2 Off Ridge Vent FL19567.4 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shuffers Accordion Bahama Colonial Roll up 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 FI-1774.1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BIVIP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 CITY OF SANFORD BUILDI,N-G,,&,,PIRE PREVENTION PERMIT'APPUCATION App lication No: Do:camented -Construction-Vatu6-.$;, t_- J," I , i 2 —W, Job Address XHistoic:-blstrlct: y— 0 cialParcelfir: ResidentigComin toerc- L Type ofWork7 Neivg- AdditionD AlterationO AePa-ir-Q -Penio-11-ChangeofUse p -MoveEl Description of Work':T n laI I L I PlanReview Conta!q',-T erson: Title: Phone: W Fax:qL- Email: Pr6pefty Owner tnformation 0 Name Phone: City, State Zip: City, State Zip:;Z:X Name: Street: City, St, Zip: Bonding Company': Address: Resident - of property? -. Information rhono.- 40 - 7- Fax: State License No.- Archite'.0/ Engineer 146rmaii6ri Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR.'IMPROVEMENTS TO YOUR PROPERTY. A NOTICE .OE. GOMK-ji,4C k4kNT 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. ttaton b7aT---- commenced prior to the issuance of a permit and chat all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc- FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5!h Edition (2014) Florida Building Code Revised:FxnxiLApplirauon 1. NQT_ICC- In addition to tberequircmdrits of this permit, there may be additional restrictions applicable to this property that nray 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 --n6tify tht owner of die property of the rNu irements of Florida Licn Law, FS 713, The City of Sank" ftquircsl payment of a plan, review fee at thetime ofpermit.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 ort the, current ICC Valuation Table in effect at the time the pdrmft'is issued, in accordance With local ordinance. Should' calculated charges figured pff-'tho executed contract exceed the actual construction -vitwe, credit wilt be applied to your permit fees when the permit is issued. O M' 'R'S:AK' LDAVIT: T,cortify that all `of the f6lrego#fg information is accurate accura9t_e I rlat., atff workWill- be'done in compliance With all applicable -Jaws regubtingconstruofion andzo Signgum ofOwncr/ft" TO Print Owner/Agent' s Name SignaturelofNotary-Stain of loxida Date Name matme of' NoO( ty-state offlorida DAM CHERYL D AKERS MY COMMISSION # FF9% 982 EXRR S June 05. 2020 Owner/Agent is Personally.Kj3aWn to W or Con t=bDr/Agent is _%,—Tprsohally Known toMe or Produced ID Type of ID Produced ID Type of ID BELOW ISYQR,Q+ C USE ONLY Permits Required: Building E]. Flectrtc4[j MechanicalE] Plumbing[] Gaso Roof[] Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes r] No [] # of Heads APPROVALS: ZONING: UTILITIES: ENGINEEIUNG: FIRE: ft of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes [_1 NoEl WASTE WATER: BUILDING: ECEIVE CITY OF SANFORD JUL 2 6 20M BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented CAottstructiott ValLIQ: Joky address: ` r oHistoricCTistrict: 1's] parcel I[: ' Residential Cot ttttetelil Type of Work: Ne« 21 addition El .alteration Re )airTypeuI E] Demo 11 C'ktange of Use \fo% c El Description of' Work: T'1. t " t f', t . ( ( / Ilan Review Contact I)crsori: I'Iione: Fax: Email: Property Owner Information Na[It c Streets Resident of pro )crh'' C'io. Mate zip: Contractor Intori'.aiion ir _ t0n . 1 _r -- Srrt t. i. t_ ^ 44 t 1_ Fax: f I i k C1iti State Z p: i .I i •I i. ? I `t [ to . 1t' tttSl No,: titl-et it\. `?t. lip; ion( Iin'(tNit pat? 1d(It": Architect!E,ngineer Information F' hclttc. l a\: I.'..^ ttt i M: lot' t,a eLcttd:r: NcI(Irrss ARNIM; "IO OWMA"': VOC"R VAII.I RI "FO I,F( O t) V NOTI(E OF NtI_T IN 1,Ot`I\ I'.A1IN("; T\\It K EOIt I\IPPMI:AIENIO Y01, is PROPFRI1. v N 011C_F 01' (0\IyIL\(Ev1P1I NU 1RI: RECORDED :AND 110STGI) O.N THE .10!: sFFE 1,111.1,01,111: THE FIf:ST I\ITC_I10\. IF YOU INT[AD 10 C "'I:AI\ F1,N_AN( IN(;. 'I \% ITH VOUP ITIII)FAl O .A A l l0 ;F1 E1EE=C)F E RF(C)I[iI C; I OC`I O fjcjF M I\It v11;AItAI t sort at. I'<.mit ts.sr iI t14 CoJ 0. tot 10to ajj;,,wT,. to th, (", 0":N rnx, to 6", i. Fon go\ vIQ11 wx.a fit itllx I \k II t,01 la ! Mo,,I hCr.\ ofsan,, k):-d m-,n! of a r.\ A wd,,, to a plzn, r,i and v ill b+: k.on, iob v I;- , t r I of s';,1 In ' m (.. tIm A will b,a;) Ph, r: to .\o'-', is OWNER'S AFFIDAVIT- I cortiN that all Of the fol'qlolng information i-s accurate and that all Nvork witt be do,W it, cot"Plia lice «yWi all applicahle laws Construction ji J A CST PHANIt 1 o 6x I D BELONVIS FOR OFFICE USE ( J-'--,-LN- Pe,,uiiis L1 17 Contrucdoll Occup,.Iticv Ul;:: 171w)d Zone, To,"I S(I Ft of Bkla: N(:u Coi,,strucliom Fl,: ctt of,Atrip COMW-,\T. hn. Occupanc,v Lovl: TT! of S " o 1, i S: --- - PlUllibi[II—I - r Of [' j,\ttjj%,S CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION Application No: Documented Construction Value: 15 Y7, Job Address: Z/1 Historic District: YesEl No El Parcel ID: 17 /,(, Residential 9 CommercialEl Type of Work New J AdditionEl AlterationEl Repaii-El DernoEl Change of UseEl MoveEl Description of Work: NEW RESIDENTIAL PLUMBING Plait Review Contact Person: Title: Phone: Fax: Email: Property Owner Information U Name Phone: Street, Resident of property? - City, State Zip: Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: ( 770) 941-5421 x 20!15KA Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax. (77) 941-9522 City, State Zip: MABLETON, GA 30126 p- State License No,. CFC1426562 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E- mail. Bonding Company: Mortgage Lender: Address; Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON,riw jou SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOT WE OF COMMENCEMENT, Application is hereby made to obtain a permit to do the work and installations as indicated. T 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. FRC 105.3 Sliall be inscribed with the do(c of application and the code in effect as of that date: 514 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 he done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Flnrida Date Signature of ge jV16ZN 41". TONY IAH FEY Print Contractor/Agent's Namecvn—w it/ Signature of Ng State of Florida ate lNltltltttRrplt/, LLQ EXPIRES GQRGIA Owner/Agent is Personally Known to Me or Contractor/Agent is Personally I is m t°bozo Produced ID Type of ID Produced ID Type of ID I BELOW IS FOR OFFICT USE ONLY Permits Required: Building 0 Electrical Mechanical[] Plumbing Gas[-] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes [] No WASTE WATER: BUILDING: Revised June 30. 20 IS Permit Application itre-1011-.O, 1/Y-_2_qV BuIlders Statement (AwltainTeed SAINT --GIN InsulSafe'SP Fiber Glass Blowing Insulation Home—mr Na"; Jobsite Name Htofne Installer K,ontra, COfnc any NarnQ Company Name 1`4 e&ed RY (SiCill r required) OPEN ATTIC APPLICATION FT. W-,T Products To obtrbn tt"xw-J * I Numlw of bugs Corftnts of b,,g 5 n Weight per ac P. of vnulk'd inw(nbori shokw W-t"*w 1.1"k" shouldrof: cover in,%Aa0w shotAd 1= More 0MIM. (sq. ft) wn lop" 2 1625i1A 84. 101.4 AS 92 SM 7,50 4,W THERM#L PERFORMANCE — ATTIC BLOWING APPLICATION In rdalloo with the chart above, you must install the minimum number of bags per 1,000 sq, ft. of net area for each R_Val e listed, 4 ( • The net coverage must not exceed that specified for each R-Value, The insulation must be installed at or above the specified installed thickness for each A -Value. Fatlufe to install the required minimum weight per sq. ft. of insulation at or above the initial installed thickness will result in reduced R-Value. This prodkmt should not be mixed with other blown inSUlatiOrIS or the thermal claims will become invalid. RECESSED LIGHTnxTusEs -- TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3' Of SUCH DEVICES, THIS WARNING DOES NOT APPLY TO TYPE 10 LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALL4STS. 9 PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW L07 GRADING TYPE A PROPOSED F,F PER PLANS — 22,5' PROPOSED GRADE PER CONSTRUCrION PLAN DESCRIPTION AS FURNISHED: Lot 229, MORNBROOKE PHASE 4, as recorded in Plot Book 87, Pages 70 thru 77, Public Records of Seminole County, Florida. BOUNOARY FOR/CERTIFIED TO: Welwn G. Wang, Chuang I. Wang and Kristen lvlontalvo; Inspired Title Services, LLC; First American Title Insurance Cornpany, Caliber Home Loans IOWA AVENUE RIW VARIES) I N 1,5' 89058'00 " E SQUARE COLUMNS 57.97' clalwALi, 0.6' ON SET 112"I.R. 0. 9' ON REC. 112 "1. R. 4596 10' LANDSCAPE WALL, FENCE ESM7. 4596 26.80' 26.80' 34,80' LOT 2,?9 16, I' 3.0,X3-0, L AC PAD CQV'D, LU BRICK of 76.09' 5.15' 30.0' O O O N Q5 TWO STORY Q) Z: LOT 2,30 RESIDENCE LOT 228 2 FF= 22.50' Q) 5. 0' hry 5. 15' COV,D, BRICK 8.. 7' 5.15' of V3 5 13' W 38.90' BRICK BRICKK DRIVE WALK 26.49' 25,20' 1 SET N&D D=10*30'48" #4596 R=100.00' L=18,35' C=18,32' CB=S 84*40'36" W P/,7/) TAATP AC CT I BUILDING SETBACKS: FRONT = 25' REAR = 15' SIDE = 50 SIDE CORNER = 10' 5' CONC. WALK P.C. P C3.4' ( ON * TSET N&D 5 97#4596 U IL. SMTTIL REC. N&D J. I' *QN2.3' ON # 45,96 N 89"58'00" E 17.14' CRUSEAWEYER -SCOTT & ASSOC, INC.- LAND SUR VEJI`Ofi 1 LEGEND LEGEND - P = PLAT PAL. 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-32,32 FAX (407)-658--14,36 V • FIELD TinYR. TYPICALPOINTON LINE NOTES: IRON PIPE PRAC. POINT OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY TINT THIS SURVEY MEM THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OfRONROD C.M. CONCRETE MONUMENT R.C.C. BAD. POINT OF COMPOUND CURVATURE RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472,027, FLORIDA STATUES SET I.R.1/2' IR, ./OLD 4596 R. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAUO. PLC RECOV REDRECOVERED WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE ANY BE OTHER RESTRICTIONS 110 0 POINT BEGINNING CALC, CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY, PUC POINT OF,CQHMENCEMCHT PRH PERMANENT REFERENCE KUNUN"T 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. i CENTERLINERLIE FF. FINISHED FLOOR ELEVATION 5. THIS SURVEY 15 PREPARE() FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT Of RELIED UPON BY ANY OTHER CNNrY AD NAIL L DISK R- • RIGHT -OF -AY B.S.L. Bx BUILDING SETBACK LINE BE 'CHKARK DIMENSIONS SHOWN FOR THE 0,T*N OF IMPROVEMENTS HEREON SHOULD NOT BE USED To RECONSTRUCT BOUNDARY LINES CSMT, EAS CHENI B.B. DASC BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON ONE LINE SHOWN AS BASE BEARING B.B. DRAIN. D A IMAGE 8. ELEVATIONS, IF SHOWN, ARE BASED ON NA77COW GEODETIC DATUM OF 1929, UNLESS OTHERWISE NOTED, UTIL UTILITY 9, CERTIFICATE OF AUTHORZATION N,, 4596. CLFC CHAIN LINK FENCE WDI C. = WOOD FENCE cle CONCRETE BLOCK P.C.POINT OF CURVATURE SCALE I- I* — 20 DRAWN BY. P I RD NT OF TANGENCYDESCRIPTIONN DATECERTIFIEDBY, No, RADIU ARCNORD L CNGT i V PLOT PLAN 05— 11-2018 301,3- 18 DEL TA C FORMBOARD FOUNDATIONIELEVS. 07-20--2018 4746 - I q C.B.CHORD BLARING NORTH FINALIELEVS. 11-30-2018 18 THIS EIVII-DINGIPROPERTY GOES NOT UE WITHIN A THE ESTAOLiSHEV 100 YEAR FLOOD PLANE AS PER "FIRM' T LRuSfNME ER, R.L.S. 4714 ZONE MAP j 12117C 0055 F JAM SCO FT, L.S If 4801