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HomeMy WebLinkAbout596 Red Rose Ln 18-2444; SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 BUILDING APPLICATION #: 18-10000572 BUILDING PERMIT NUMBER: 18-10000572 DATE: June 27, 2018 I 1 -a4q 63 a a 9 aa_ UNIT ADDRESS: RED ROSE LANE 596 21-19-30-510-0000-2360 TRAFFIC ZONE:022 JURISDICTION: a 1 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: 596 RED ROSE LANE / THORNBROOKE PHASE 4 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00FIRERESCUEN/A LIBRARY CO -WIDE ORD 00 Single Family SCHQOLS Housingg 54.00 1.000 dwl unit 54.00 CO -WIDE ORD Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS NA LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759-00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW COPIESS OF RULEST MEET THE EGOVERNINGSAPPEALS MAF THE YTY E PICKED UP, ORENT REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE o Parcel ID Number: a I —10 30 - 57 V 6 Prepared By Daphne Clark and Taylor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. rrii rrrir r«r rr i r r r rr ir ri r rr GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT 6 COMPTROLLER OK 9141 P9 327 (1P9s) CLERK'S : 2018060406 RECORDED 05/29/2018 10:35:28 All 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. 2. f /) 3. 7/ 4. 5. 6. 7. 8. 9. 10. Description of property : LOT Z & Legal Description: Thornbrooke Phase T ,, according to the plat thereof, as recorded in Plat Bookg I Pagd7c L of the public records of Seminole County, Florida. Addresses : J y(c P--UPO.Se— (a It,2, Sanford FL General description of improvements : Single Family Home Owner information: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Fee Simple Title Holder: N.A. Contractor name and address: Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 Surety: N.A. Lender: N.A. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N A In addition to himself, Owner designates the following to re in 713.13(1)(b), Florida Statutes. N.A. Expiration date of notice of commencement: One year from WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE E ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SEI RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTIOP YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDIN 11. Date Signed : ( Signature of Owner's Agent: Sworn to and subscribed before me this by John Asa Wright wh ona own to me. Notary Public DA Clark o•Q`';9 My commission expires: 6/27/19 9p"ueirenNa+ Serial No. FF 209108 Notary Signature: apv19'` ane Z 61'D0 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1-244y 01 Documented Construction Value: SZZ9 za3. Job Address: g, Historic District: Yes No Q Parcel ID: 19-30- 6-14, -0000-A36 0 Residential R Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move El Description of Work: - LOT NUMBER : a3 Co e Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphne@PermitsPermitsPermits.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 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. COIJIMISSION 6 FF 209108 EXPIRES: June 27, 2019 si Boibeal Bud4dNot ryt>•rdoet jtora S' ature of Contractor/Agent Date JOHN ASA WRIGHT Print Contractor/AaenCv r Signature otary-State oV -4 DM4 MY COMMISSION t FF 20910!' EXPIRES: June 27, 2019 a.»..dA°~ BabediAru Budp i Notary SerAw Owner/Agent is yM Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID NIA Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building2l Electrical [ Mechanical© Plumbing© Gas[] Roof Construction Type: Jb Occupancy Use: 'r-3 Flood Zone: x- S Total Sq Ft of Bldg: V-1 "5 Min. Occupancy Load: I \ # of Stories: New Construction: Electric - # of Amps, t 50 Fire Sprinkler Permit: Yes No ® # of Heads APPROVALS: ZONING:J6 11— I (911AS UTILITIES: COMMENTS: ENGINEERING:d'1<G 0-14`1% FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 55 °/o ;fNp. Akay-co - C' Cz{. Plumbing - # of Fixtures Z 1 -1 Fire Alarm Permit: Yes No WASTE WATER: BUILDING: `fir ta. m• 18 Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION u i PERMIT APPLICATION ApplicationA "244PPNo: I Documented Construction Value: Sil 7( Job Address: pg-c— t a &Z, - Historic District: Yes No Parcel ID: , x•19-30- 610 -0000-og3to 0 Residential Q Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move El Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK LOT NUMBER: a3 CQ Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphne of ermitsPermitsPermits-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 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. t Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. IJIY OMISSION # FF 209106 EXPIRES: JuneV.2019 0,r a BaidedlMueuepdNoUrY6 rdoes S' azure of Contractor/Agent Date EXPIRES: June 27, 2019 B=WTW8*lNobry6entra Owner/Agent is yM Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID NIA Type of ID Produced ID NO Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: M ('-*7 WASTEWATER: FIRE: BUILDING: Revised: lune 30, 2015 Permit Application CITY OF ANFORD 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: daphne@permitspermitspermits.com Property Address: 596 Red Rose Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-0000-2360 Phone Number: 407-629-0077 Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0055 F Map Date: September 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain [:]floodway The structure is in the: floodplain [—]floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-2444 Reviewed by: Michael Cash, CFM Date: June 14, 2018 0 10,,4 Application for Right -of -Way Use for Driveway, Walkway & Landscape ODepartment of Planning Development Services18777 & 300 North Park Avenue. Sanford, Florida 32771www.unrordn.yov 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. G. IHev.nar. below. 7hd"M$JW to?" L3 (o Callberonyee41t4 1. Project Location/Address: 2. Proposed Activity: Vr Driveway ElWalkway Other: 3. Schedule of Work: Start QDate WW cC oomplpletion Date Emergency Repairs 4. Brief Description of Work: ^!y`WAY Nam/ SFA It 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 rightol- way adjacent thereto. Requestor may, with written City authorization, remove said installationlimprovement fully restoring the right-of-way to its previous condition. In the event that any future oonstruction 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 right-of-way to its previous condition, the City shall, after appropriate notice. restore the area to its previous condition at the Requestor's expense and, If necessary, file a lien on the Requestoes property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, and hold harmless the City, its oouncilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, 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, seltiemeM and reasonable attomey'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 Cltys right-of-way. I have read and understand the above statement and by signing this application 1 agree to its terms. I hereby understand and agree to pay all city fees related W this application as required by the city's adopted Fee Resolution. Signature: Date: "7 -42-J I This iS6rmit shall be posted on the site during construction. Please call 407.688.6080, Ext 50124 hours In advance to schedule a pre -pour Inspection. IPre -pour Inspection by: Date: I aepremmr tviv ROW Use DAvaray.pdt SCPA Parcel View: 21-19-30-510-0000-2360 Parcel Information http://parceldetai i.scpafl.org/Parcei Detai 11 n fo.aspx?PI D=2119305100... Property Record Card Parcel: 21-19-30-510-0000-2360 Property Address: 596 RED ROSE LN SANFORD, FL 32771 Parcel ! 21-19-30-510-0000-2360 Owner(s) , TAYLOR MORRISON OF FL INC Property Address 596 RED ROSE LN SANFORD, FL 32771 Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name 1 THORNBROOKE PHASE 4 Tax District! S1-SANFORD DOR Use Code 00 -VACANT RESIDENTIAL Exemptions L+ 40 40 40 40 40 47.93 3 234 235 236 237 238 239 CO CID A M36.33 40.27 ^ 4 A Cj Seminole County GIS value summary Tax Amount without SOH: 2017 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Legal Description We ValuValues Valuation Method Cost/Ma Number of Buildings 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 40,000 Land Value Ag Just/Market Value " 40,000 Portability Adj Save Our Homes Adj 0 Amendment 1 Adj 0 P&G Adj 0 Assessed Value 40,000 Tax Amount without SOH: 2017 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Legal Description LOT 236 THORNBROOKE PHASE 4 I PB 81 PGS 70-71 Taxes Taxing Authority Assessment Value Exempt Values County General Fund 40,000 0 Schools 40,000 0 City Sanford 40,000 0 SJWM(Saint Johns Water Management) 40,000 0 County Bonds 40,000 0 Sales DescriptionDate Book Page Amount Qualified No Sales I of 2 5/25/2018, 12:50 PM REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR -DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 10 Form board / Foundation Survey 10 Temporary Underground Power TUG Slab / Mono Slab Pre our 20 1000 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 30 50 Final Window 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence REVISED: June 2014 A A el race - ELECTRICAL PERMIT Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power TUG 30 Electric Rough 1000 Electric Final 3N1E CHA_NIC•A PERIVIIT• Min Max Inspection Description Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final 3N1E CHA_NIC•A PERIVIIT• Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name. Lo1236ThombrookMarcoCGLS Builder Name: Taylor Morrison 1'C Street: 596 Red Rose Lane Permit Office. S SROCity, State, Zip: Sanford , FL, 32771 Permit Number ) 8 = 2 46500 4 4 O Owner: Jurisdiction: 10, 9 ym'.ENDesignLocation. FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (11706.4 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1423.30 W b. Frame - Wood, Adjacent R=13.0 283.11 ft' 3. Number of units, if multiple family 1 c N/A R= fl' 4. Number of Bedrooms 3 d. N/A R= fl= 5. Is this a worst case? No 10. Ceiling Types (1589.0 sgft.) Insulation Area a. Under Attic (Vented) R=38.0 1589.00 ft 6. Conditioned floor area above grade (ft') 1589 b. N/A R= 1`1' Conditioned floor area below grade (ft') 0 c. R= ft' 11. Ducts R ft= 7. Windows(308.6 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 317.8 a. U -Factor: Dbl, U=0.34 255.64 ft' SHGC: SHGC=0.31 b. U -Factor: Dbl, U=0.58 48.00 R' 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a Central Unit 34.2 SEER:15.00 c. U -Factor: Dbl, U=0 34 5.00 ft' SHGC: SHGC=0.28 13. Heating systems kBlu/hr Efficiency d. U -Factor: N/A fl= a Electric Heat Pump 32.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.289 ft. Area Weighted Average SHGC: 0.311 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1589.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1589.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area: 0.194 Total Proposed Modified Loads: 49.97 PASSTotalBaselineLoads: 51.88 1 hereby certify that the plans and specifications covered by Review of the plans and UTNE S14l, this calculation are in compliance with the Florida Energy specifications covered by this y Code. - calculation indicates compliance 0 with the Florida Energy Code. ryff '". ., PREPARED BY: `7"""^ Before construction is completed is DATE: _. _ __ 5/1.8/1.8 _ -_ _ _ this building will be inspected for t7 - - a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. C0 WE O OWNER/AGENT: _ __ BUILDING OFFICIAL: DATE: - - 5 5' % DATE: G 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). 5/18/2018 3:34 PM EnergyGauge® USA - FlaRes2017 Section R405 4.1 Compliant Software Page 1 of 4 FORM R405-2017 5/18/2018 3.34 PM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 2 of 4 PROJECT Title- Lo1236ThornbrookMarcoCGL Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1589 Lot # Owner Name: Total Stories, 1 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle- 0 Street: 596 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 V Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1589 14777.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Healed 1 Main 1589 14777.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpel 1 Slab -On -Grade Edge Insulatio Main 152.5 ft 0 1589 fl7 0.48 0 0.52 ROOF V Roof Gable Roof Solar SA Emill Emitt Deck Pilch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1771 f17 390 ft' Medium 085 N 0.85 No 0 26.2 ATTIC V Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1589 f17 N N CEILING Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 38 Blown 1589 ft° 0.11 Wood 5/18/2018 3.34 PM EnergyGauge® USA - FlaRes2017 Section R405 4 1 Compliant Software Page 2 of 4 FORM R405-2017 5/18/2018 3:34 PM EnergyGaugeO USA - FlaRes2017 Section R405 4 1 Compliant Software Page 3 of 4 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Ornt To__ __Wall_Type . -_ _ _ _ Space R=Value- Fl- In- Ft- In -__ Area-- R-Value- Fraction-Absor-Grade% 1 E Exterior Concrete Block - Int Insul Main 4.1 62 0 9 4 578.7 ft' 0 0 0.6 0 2 S Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft' 0 0 0.6 0 3 W Exterior Concrete Block - Int Insul Main 4.1 49 6 9 4 462.0 ft' 0 0 0.6 0 4 N Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 W 0 0 0.6 0 5 Garage Frame - Wood Main 13 30 4 9 4 283 1 ft' 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 Wood Main None 25 2 8 6 8 17.8 ft' 2 S Wood Main None 25 3 8 24 ft' WINDOWS Orientation shown is the entered, Proposed orientation. JWall Overhang Ornt ID Frame Panes NFRC U -Factor SHGC Imp Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low -E Double Yes 0.34 0.31 N 78.1 ft' 1 ft 4 in 0 ft 8 in Drapes/blinds Exterior 5 2 E 1 Vinyl Low -E Double Yes 0.34 0.31 N 28.0 ft' 1 ft 4 in 0 ft 8 in Drapes/blinds Exterior 5 3 S 2 Vinyl Low -E Double Yes 0.34 0.28 N 5.0 ft' 6 ft 0 in 1 ft 6 in Drapes/blinds None 4 W 3 Vinyl Low -E Double Yes 0.34 0.31 N 6 9 ft' 1 ft 4 in 0 ft 8 in Drapes/blinds Exterior 5 5 W 3 Vinyl Low -E Double Yes 0.34 031 N 39.1 W 1 ft 4 in 0 ft 8 in Drapes/blinds Exterior 5 6 W 3 Vinyl Low -E Double Yes 0.34 031 N 6.0 ft' 1 ft 4 in 0 ft 8 in Drapes/blinds None 7 N 4 Metal Low -E Double Yes 0.58 0.32 N 48.0 ft' 8 ft 0 in 0 ft 0 in Drapes/blinds None 8 N 4 Vinyl Low -E Double Yes 0.34 0.31 N 58.6 ft' 1 ft 4 in 0 ft 8 in Drapes/blinds Exterior 5 9 N 4 Vinyl Low -E Double Yes 0.34 0.31 N 39.1 ft' 8 ft 0 in 0 ft 0 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 399 ft' 399 ft' 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1724.1 94.65 178 302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 32.8 kBtu/hr 1 sys#1 5/18/2018 3:34 PM EnergyGaugeO USA - FlaRes2017 Section R405 4 1 Compliant Software Page 3 of 4 FORM R405-2017 5/18/2018 3:34 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 34.2 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 --- V Return --- Air CFM 25 CFM25 HVAC # Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Coot 1 Attic 6 317.8 ft Main 79.45 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb HeatinJan Feb Mar Mar Apr Apr E Ma [X]] Jun rl Jul I May () Jun Jul X Au AuSepJXJ Se JAOctOct NovNNov Dec Dec Venlin Jan Feb XMar lel A r [ Ma [ j Jun Jul Aug Se Oct Nov lX Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/18/2018 3:34 PM EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 596 Red Rose Lane, Sanford, FL, 32771 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (W) 7. Windows" Description a. U -Factor: Dbl, U=0.34 SHGC- SHGC=0.31 b. U -Factor: Dbl, U=0.58 SHGC: SHGC=0.32 c. U -Factor: Dbl, U=0.34 SHGC: SHGC=0.28 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 N/A c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1423.30 1`12 R= b. Frame - Wood, Adjacent R=130 283.11 It 1 c. N/A R= fl' 3 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=38 0 1589.00 ft' 1589 b. N/A R= fl' c. N/A R= fl' Area 11. Ducts R ft' 255.64 R' a. Sup: Attic, Rel: Main, AH: Main 6 317.8 48.00 fl' 12. Cooling systems kBtu/hr Efficiency 5.00 fl' a. Central Unit 34.2 SEER:15.00 ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. 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: kBlu/hr Efficiency 32.8 HSPF 8.50 Cap: 50 gallons EF. 0.95 Pstat y yor< THE STq0 nin ;ovC"p u a a r COD wE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/18/2018 3:34 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 3.289 H. 0.311 Insulation Area R=0 0 1589.00 ft' R= R' R= ft' 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. 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: kBlu/hr Efficiency 32.8 HSPF 8.50 Cap: 50 gallons EF. 0.95 Pstat y yor< THE STq0 nin ;ovC"p u a a r COD wE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/18/2018 3:34 PM EnergyGauge@ USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 1' DEL -AIR Manual S Compliance Report NUMO-AMMMIX11,11119 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-333.2665 Fax: 407-333.3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 596 Red Rose Lane, Sanford, FL 32771 Job: Lot 236ThornbrookMarco... Date: 5/18/18 By: JA Design Conditions Equipment type: Split ASHP Manufacturer: Outdoor design DB: 92.5°F Sensible gain: 27272 Btuh Entering coil DB: 77.8°F Outdoor design WB: 76.3°F Latent gain: 4442 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 31714 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBA27UHE-036-230'++TDR Actual airflow: 1160 cfm Sensible capacity: 28678 Btuh 105% of load Latent capacity: 4761 Btuh 107% of load Total capacity: 33439 Btuh 105% of load SHR: 860/6 Design Conditions Outdoor design DB: 41.7°F Heat loss: 24879 Btuh Entering coil DB: 69.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-036-230-19+CBA27UHE-036-230'++TDR Actual airflow: 1160 cfm Output capacity: 32182 Btuh 1290/6 of load Capacity balance: 35 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.3 kW 100% of load Temp. rise: 50 OF Meets all requirements of ACCA Manual S. wrightsof - 2018 -May -1815:32.49 tt Righl-Su4e® Universal 2018 18.0 13 RSU24011 Page t A . ornbrookMarcoCGLS\Lol236ThornbrookMarcoCGLS rup Calc = MJ8 House laces, S DEL -AIR Component Constructions Job: Lot236ThornbrookMarco... Date: 5/18/18 IIMT1116"AMCO IIWr18NDIR Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax 407.333.3853 Web: WWW.DEL-AIR.COM 1111111111[Eiect Intormation For: Taylor Morrison 596 Red Rose Lane, Sanford, FL 32771 Location: Orlando Intl AP, FL, US Elevation: 95 ft Latitude: 28°N Outdoor: Heating Cooling Dry bulb (°F) 42 93 Daily range (°F) - 17 ( M) Wet bulb (°F) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Moisture difference (gr/Ib) Infiltration: Method Construction quality Fireplaces Heating 70 28 30 1.5 Simplified Average 0 Cooling 75 18 50 46.4 Construction descriptions Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain n= eahro=••F ft=-=FlBluh 8101112 Bluh Bluh/ft= Bluh Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd Ins, 8" thk, 1/2" gypsum n 135 0.201 0 5.69 767 4.35 586 board int Irish a 473 0.201 0 5.69 2690 4.35 2058 S 74 0.201 0 5.69 419 4.35 320 w 410 0.201 0 5.69 2332 4.35 1784 all 1091 0.201 0 5.69 6208 4.35 4749 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 265 0.091 13.0 2.58 683 1.44 382 wood frm, 16" o.c. stud Windows 2A-2omd. 2 glazing, clr low -e ouir, air gas, mil no brk frm mal, clr innr, n 48 0.580 0 16.4 788 14.9 717 1/4" gap, 1/8" thk; NFRC rated (SHGC=O 32); 50% drapes, medium; 8 ft overhang (8 ft window ht, 0 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, n 58 0.340 0 9.62 561 10.6 617 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1.33 ft e 78 0.340 0 9.62 748 29.0 2252 overhang (6.3 ft window ht, 0.67 ft sep.); 6.67 ft head ht a 28 0.340 0 9.62 268 29.0 806 w 39 0.340 0 9.62 374 29.0 1126 all 203 0.340 0 9.62 1950 237 4800 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl frm mal, clr innr, 1/4" gap, n 39 0.340 0 9.62 374 10.6 411 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 8 ft overhang (6.3 ft window ht, 0 ft sep.), 6.67 ft head ht 2B-2fv. 2 glazing, clr low -e ouir, air gas, vnl frm mal, clr innr, 1/4" gap, s 5 0.340 0 9.62 48 10.1 51 1/8" thk: NFRC rated (SHGC=O 28); 50% drapes, medium; 6 It overhang (2.5 ft window ht, 1.5 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low -e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, w 7 0.340 0 9.62 67 27.6 192 1/8" thk: NFRC rated (SHGC=0.31); 50% drapes, medium, 1.33 ft overhang (3.2 ft window ht, 0.67 It sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr low -e ouir, air gas, vnl frm mat, clr innr, 1/4" gap, w 6 0.340 0 9.62 58 26.0 156 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium, 1.33 it overhang (2 ft window ht, 0.67 it sep); 6.67 It head ht wrighttsoft- 2018 -May -1815 32.49 M"..»...,.... Righl-SuileO Universal 2018 18 0 13 RSU24011 Page 1 ornbrookMarcoCGLS\Lol236ThornbrookMarcoCGLS rup Calc = MJ8 House laces S Doors 11 D0: Door, wd sc type Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" gypsum board int Irish Floors 22A-tpl: Bg floor, light dry soil, on grade depth s 24 0.390 0 11.0 265 12.0 288 n 18 0.390 0 11.0 197 12.0 214 all 42 0.390 0 11.0 462 12.0 502 1592 0.026 38.0 0.74 1171 1.41 2246 153 0.989 0 28.0 4268 0 0 wrightsoft- 2018 -May -18 15 32:49 W.,.w .....-, Right -Suite® Universal 2018 18.0.13 RSU24011 Page 2 ornbrookk4arcoCGLS\Lol236ThornbrookMarcoCGLS rup Calc = MJ8 House laces S DEL --AIR Project Summary Job: Lot236ThornbrookMarco... 7 Date: 5/18/18 NUMG - AM COKWWMG Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407.333.2665 Fax 407.333.3853 Web, WWW DEL -AIR COM For: Taylor Morrison 596 Red Rose Lane, Sanford, FL 32771 Notes: 12/24/14 GCR RVSD 8/2/16 JA LS 2/27/17 JA LS 3/3/17 JA Desiqn Information LS 3/1/A LS 4/51i a er: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/Ib Heating Summary Structure 18995 Btuh Ducts 5884 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 24879 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX -036-230-19 AHRI ref 10258589 Efficiency Healing input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF Backup: 8.5 HSPF 32800 Heating Cooling Area (W) 1589 9 Volume (f13) 14853 14853 Air changes/hour 0.38 0.20 Equiv. AVF (cfm) 94 50 Heating Equipment Summary Make Lennox Trade MERIT Model 14H PX -036-230-19 AHRI ref 10258589 Efficiency Healing input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 35 OF Backup: 8.5 HSPF 32800 Btuh @ 47°F 26 0 1160 cfm 0.047 cfm/Btuh 0.30 in H2O Input = 7 kW, Output = 24786 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 18106 Btuh Ducts 9166 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data Rate/swing multiplier y 1.00 Cooling Equipment Summary Equipment sensible load 27272 Btuh Latent Cooling Equipment Load Sizing Structure 2557 Btuh Ducts 1885 Btuh Central vent (0 cfm) 0 Btuh none) 8550 Equipment latent load 4442 Btuh Equipment Total Load (Sen+Lat) 31714 Btuh Req. total capacity at 0.75 SHR 3.0 ton Cooling Equipment Summary Air flow factor Make Lennox cfm/Btuh Trade MERIT 0.30 Cond 14HPX-036-230-19 Load sensible heat ratio Coil CBA27UHE-036-230'++TDR AH R I ref 10258589 Efficiency 12.5 EER, 15 SEER Sensible cooling 25650 Btuh Latent cooling 8550 Btuh Total cooling 34200 Btuh Actual air flow 1160 cfm Air flow factor 0.043 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Pk wrightsoft- 2018•May1815:32:49 Right-Suile® Universal 2018 18.0.13 RSU24011 Page 1 ornbrookMarcoCGLS%Lol236ThornbrookMarcoCGLS rup Calc = MJ8 House laces: S DEL --AIR rr<4mo - M cmgnama Right -JO Worksheet 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: Lot236ThornbrookMarcoCG... Date: 5/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 152.5 It 9.3 It 1592.0 It2 MASTER SUITE 27.5 It 9.3 It heal/cool 14.5 x 13.0 It 188.5 112 Ty Construction number U -value Bluh/112-•F) Or HTM Bluh/IV) Area (112) or perimeter (fl) Load BI h) Area (112) or perimeter (It) Load Bluh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cool 6 1113A-2ocs y/ CC 13A-2ocs 2A-2omd 2A-2ov 2A•2ov 0.201 0.580 0.340 0.340 n n n n 5.69 16.41 9.62 9.62 4.35 1493 1058 10.58 280 48 58 39 579 78 28 135 0 0 0 473 11 4 767 788 561 374 586 717 617 411 135 0 58 0 77 0 0 0 438 0 561 0 335 0 617 0 2A-2ov 2A-2ov 0.201 0.340 0.340 a a e 569 9.62 9 62 4.35 28.98 28.98 4.35 10.13 11.99 4.35 27.64 28.98 26.01 2690 748 268 2058 2252 806 0 0 0 0 0 0 0 0 0 0 0 0 yl - 13A-2ocs 2B -21v 11D0 13A-2ocs 2A-2ov 2A-2ov 2121-21v 0.201 0.340 0.390 0.201 0.340 0.340 0.340 s s s_ w w w w 5.69 962 1104 5.69 9.62 9.62 9.62 103 5 24 74 10 24 419 48 265 2392 67 374 58 320 51 288 1784 192 1126 156 0 0 0 0 0 0 0 0 0____ 0 0 0 528 0 0 0 462 7 39 6 410 2 5 3 121 0 0 0 121 0 0 0 690 0 0 0 P L -D. C 12C-Osw 11 DO 16B_38ad 0.091 0.39D 0026 0.989 n_ 2.58 11.0.4 1.44 11.99 1.411592 283 18 265 18 683 197.21.4 1171 382 2246 0 0 0 0 0 0 0 0 0 266 0 1592 153 189 189 189 139 F nLIpl 0.74 27.99 0.00 1592 4268 28 770 6 c) AED excursion 0 198 Envelope loss/gain 16077 14206 2597 1547 12 a) Infiltration b) Room ventilation 2918 0 950 0 526 0 171 0 13 Internal gains: Occupants @ 230 Appliances/other 5 1150 1800 1 230 0 Subtotal (lines 6 to 13) 18995 18106131231 1948 14 15 Less external load Less transfer Redslribution Subtotal Duct loads 31/, 51% 0 0 0 18995 5884 0 0 0 18106 9166 31% 51% 0 0 0 3123 968 0 0 0 1948 986 Total room bad Air required (cfm) 24879 1160 27272 1160 4091 191 2935 125 Calculations aDDroved by ACCA to meet all reouirements of Manual J 8th Ed. 2018 -May -1815,32:49 Righl-Style® Universal 2018 18 0 13 ASU24011 Page t ornbrookMarcoCGLS\Lol236ThornbrookMarcoCGLS.rup Calc - MJ8 House laces S DEL -AIR Right -JO Worksheet 11M-M"'°°'° 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: Lot236ThornbrookMarcoCG... Date: 5/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area FAMILY RM 29.5 It 9.3 It heat/cool 15.5 x 14.0 It 217.0 ft= MASTER BATH 10.0 It 9.3 It heat/cool 9.5 x 10.0 It 95.0 It= Ty Construction number U -value Btuh/fIz•F) Or HTM Btuh/I12) Area (IIS or perimeter (It) Load Bluh) Area (112) or perimeter (II) Load 81 h) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 11 329 788 0 374 633 187 0 717 0 411 484 563 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 86 1 0 0 0 0 0 0 0 0 0 0 0 491 67 0 0 0 0 0 0 0 Q 0 0 0 376 192 0 0 V)! - 13A-2ocs 2A-2omd 2A-2ov 2A-2ov 0.201 0.580 0.340 0.340 0 201 0 340 0.340 0.201-s7 0.340 0.390 0.201 0.340 0.340 0.340 n n n n e a a s s w w w w 5.69 16.41 9.62 9.62 5.69 9.62 9.62 5.69 9.62 11.04 5.69 9.62 9.62 9&2 4.35 14.93 10.58 10.58 145 48 0 39 131 19 0 58 0 0 0 I --C C G G 13A-20cs -- 2A-2ov 2A-2ov 13A-2ocs 2B -21v 11 DO-_- -- ___--- 13A-2ocs 2A-2ov 2A-2ov 213.21v 4.35 28.98 ill 1 028.98 4.35 10.13 11.99 0 0 0 0 0 0 0 0 0 0 0 0_-- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_-_ 93 7 0 0 4.35 27.64 28.98 26.01 0_-- 0 0 0 0 P L -D C F 12C-Osw 1100_ 1613.38ad 226 -IPI .- --- 0.091 0.390 0.026 0:989 n-- 2.58 11.04---- 0 74 227,99 1.44 99 1. 11. 41 0 0 217 0 0-------.0 217 0 160 0 0 306 0 0 0 95 6 0_______0_ 95 10 0 70 2880 0 0 134 00.00 217 30 826 95,_ 6 c) AED excursion 333 55 Envelope loss/gain 3295 2ml 908 756 12 a) Inhllration b) Room ventilation 565 0 184 0 191 0 62 0 13 Internal gains. Occupants @ 230 Apphances/other 3 690 0 0 0 0 Subtotal (lines 6 to 13) 3860 3273 1099 818 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 131°/C51^/0 0 0 0 3860 1196 0 0 0 3273 1657 311/6 51% 0 0 0 1099 340 0 0 0 818 414 Total room bad Air required (CIM) 5055 236 4929 210 1440 67 1233 52 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrGgl tsoTt' 2018 -May -18 15:32 49 Righl•SuileO Universal 2018 18.0.13 RSU24011 Page 2 ornbrookMarcoCGLS%Lol236ThornbrookMarcoCGLS rup Calc = MJ8 House laces: S RDEL--AIR runrro • nw Right -M Worksheet Entire House DEL -AIR HEATING & AIR hone: 531 CODISCO WAY, SANFORD. FL 32771 hone: 407.333.2665 Fax: 407.333.3853 Web: WWW.DEL-AIR.COM Job: Lot236ThornbrookMarcoCG... Date: 5/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MASTER WIC 0 It 9.3 II heat/cool 50 x 100 It 500 112 BED 2 10.5 It 9.3 If heal/cool 13.5 x 10.5 It 141.8 112 Ty Construction number U -value BIWI12-19 Or HTM BI 112) Area (112) or perimeter (11) Load St h) Area (112) or perimeter (It) Load Btuh) Heal Cod Gross N/P/S Heat Cod Gross N/P/S Heal Cod 6 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0__0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CGG 13A-2ocs 2A-2omd 2A-2ov 2A-2ov 13A-2ocs 2A -ZDV ZA-ZCv 13A-2ocs 2B -21v 11D0 -_ 13A-2ocs 2A-2ov 2A-2ov 2B -21v 0.201 0.580 0.340 O 340 0201 0.340 0 340 0.20f 0.340 Q. 0.201 0.340 0.340 0.340 n n n n a a a s s s_. w w w w 5.69 1641 9.62 9 62 5.69 9.62 9.62 5.69 9.62 11.04 5.69 9.62 9.62 9.62 4.33 14.93 10.58 10.58 4.35 28.98 28.98 4.35 10.13 11.99 4.35 27.64 28.98 26_01 0 0 0 00- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0,_ 0 0 0 0 0 0 0 98 0 19 0 0 0 0- 79 0 1 0 0 0 0- 447 0 187 0 0 0 0 342 0 563 0 P L.--D C F 12C-Osw AID0-- - _ _ 16B_38ad 22A -Ip -- 0.091 0.390 0.026 0.989 n- 2.58 1.1.0.4 0.74 1.44 11.99 1.41 0 0 50 50 6 0 50 0 0 37 0 0 0 71 0 0 0 142 142 0 0 142 0 0 104 0 0 200_ 27_99 0.00 0 11 6 c) AED excursion 7 225 Envelope losstgain 37 64 1032 1330 12 a) Infiltration b) Room ventilation 0 0 0 0 201 0 65 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal pines 610 13) 37 641 1233 1395 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 131% 51%1 0 0 0 37 11 0 0 0 64 32 31% 51% 0 0 0 1233 382 0 0 0 1395 706 Total room load Air required (clm) 48 2 96 4 1 1 i 1615 75 2102 89 Calculations aaaroved by ACCA to meet all reouirements of Manual J 8th Ed. i'' wrigFstsot!- 2018 -May -18 15 32 49 Righl-Suile4D Universal 2018 18.0 13 RSU24011 Page 3 ornbrookMarcoCGLS%Lol236ThornbrookMarcoCGLS.rup Calc - Mill House laces: S 1' DEL -AIR M011111111-1101 amrtormro Right -JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-333.2665 Fax: 407-333.3853 Web: WWW DEL-AIR.COM Job: Lot236ThornbrookMarcoCG... Date: 5/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BATH 2 5.5 It 9.3 It heat/cool 13.5 x 5.5 It 74.3 112 BED 3 105 It 9.3 It heaYcool 13.5 x 10.5 It 141.8 112 Ty Construction number U -valueBtuWI12-°F) Or HTM 131 112) Area (111) or perimeter (11) Load Btuh) Area (119 or perimeter (It) Load Bluh) Heal Cool Gross N/P/S Heal Cod Gross N/P/S Heal Cool 6 11 VN 11•- GG 13A•2o 2A-2omd 2A-2ov 2A-2ov 13A-2ocs 2A•2ov 2A -20v 0.201 0.580 0.340 0.340 0.201 0.340 0.340 0.201 0.340 0390 0.201 0.340 0 340 0.340 n n n n e e a s s s_ w w w w 5. 16.4141 9.62 9.62 569 9 62 9.62 569 9.62 11.04 5.69 9.62 9.62 9.62 4.35 14.93 10.58 1058 4 35 28.98 28 98 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl I; GD 13A•20cs 2B -21v 11 D0 4.35 10.13 11.99 4.35 27.64 28.98 26.01 0 0 0 51 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-2ocs 2A•2ov 2A-2ov 213.21v 45 0 0 1 258 0 0 58 197 0 0 156 98 0 19 0 79 0 1 0 447 0 187 0 342 0 563 0 P D. C 12C-Osw JID0 1613-38ad 0.091 0.390 n_ 2.58 11.04 0.74 1.44 11.99 1.41 0 0 74 0 0 74 0 0-0-0 55 0 105 126 142 126 0 142 324 0 104 182 0 2.00 0 0.026 0_988F22A•Ipl 27.99 0.00 74 6 154 0 142 11 294 6 c) AED excursion 70 208 Envelope loss/gain 524 528 1356 1 1495 12 a) Infiltration b) Room ventilation 105 0 34 0 201 0 65 0 13 Inlernal gains. Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 629 562 1557 1560 14 15 Less external load Less transfer Redistribution Subtotal Duct toads 31% 51% 0 0 0 629 195 0 0 0 562 284 31% 51% 0 0 0 1557 482 0 0 0 1560 790 Total room load Air required (clm) 824 38 846 36 2040 95 2350 100 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigl tsoft- cA ""^-' ••"'•-•'---• Righl•Sui18QD Universal 2018 18.0 13 RSU24011 2018 -May -18 15 32.49 Page 4 ornbrookMarcoCGLS%Lol236ThornbrookMarcoCGLS.rup Calc = MJ8 House laces- S 1 DEL -AIR Right -JO WorksheetDEL-AIR 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: Lot236ThornbrookMarcoCG... Date: 5/18/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area KITCHEN 14.0 It 93 It heat/cool 10 x 2220 It 222 0 Ile DINING/LIVING 32 5 1t 9.3 If heat/cool 1.0 x 419.8 It 419.8 Itz Ty Construction number U -value Bluh/Itz °F) Or HTM 131 112) Area (Its or perimeter (It) Load BI h) Area (Its or perimeter (11) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 11 Vj! I- GG G D 13A-2ocs 2A-2omd 2A-2ov 2A -201L 13A-2ocs 2A-2ov 2A-2ov 13A-2ocs 2B -21v 11D0 _ _ -_-- 13A-2ocs 2A -20v 2A-2ov 2B -21v 0.201 0.580 0.340 0.340 n n n n 5.69 16.41 9.62 962 4.35 14.93 10.58 10.58 0 0 0 0 0 0 0 0 0 0 0 0_ 585 0 268 0 0 0 0 447 0 806 0 0 0 0 257 58 0 0 0 0 0 0 0 0 0 0 0 0 0 0.20011 0.340 0.340 0.201 0.340 0.390 0201 0.340 0.340 0.340 e a e s s s - w w w w 569 9.62 962 5.69 9.62 11-04 569 9.62 9.62 9.62 4.95 28.98 28.98 4.35 10.13 11.99 4.35 27.64 28.98 26.01 131 0 28 103 0 2 198 4 0 1128 561 0 863 1689 0 0 0 U 0 0 0 0 0 0 Q 0 0 0 0 0 0 U 0 0 0 0 0 0 Q 0 0 0 0 47 0 24 0 0 0 0 23 0 24 0 0 0 0 129 0 265 99 0 288 0 0 0 0 0 0 0 0 P C_ F-- 12C-0sw 11D0_ ---_ _-_---- 16B-38ad _ 22A-tpl_ _ _ - -- _ 0.091 0.390 0 026 n_ 2.58 11.04.-11.99 0.74 1.44 1.41 0 0 0 0 222 0 0 163 0 0 313 92 0 420 92 0 420 236 0 309 910 132 0 5_92 0 222 0.989 27.99 0.00 222 14 392 0 420 33 6 c) AED excursion 16 140 Envelope loss/gain 1408 1551 3537 3802 12 a) Infiltration b) Room ventilation 268 0 87 0 622 0 202 0 13 Internal gams. Occupants @ 230 Appliances/other 0 0 1200 1 230 0 Subtotal (lines 6 to 13) 1676 2838 4159 4235 14 15 Less external load Less transfer Redistribution Subtotal Duct loads I 31% 51% 0 0 0 1676 519 0 0 0 2838 1437 31/ 51% 0 0 0 4159 1288 0 0 0 4235 2144 Total room load Air required (clm) 2195 102 4275 182 5447 254 6379 271 Calculations aDDroved by ACCA to meet all reauirements of Manual J 8th Ed. ii.t wrigF tsoYt - 2018 -May -18 15,32 49 ACGi, Right-Suile® Universal 2018 18.0 13 RSU24011 Page 5 ornbrookMarcoCGLS\Lol236ThornbrookMarcoCGLS rup Calc = MJ8 House laces S DEL --AIR Right -JO WorksheetDEL-AIR Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone• 407.333.2665 ax: 407-333.3853 Web: WWW.DEL-AIR.COM Job: Lot236ThombrookMarcoCG... Date: 5/18/18 By: JA 1 Room name UTILITY 2 Exposed wall 12.5 It 3 Room height 9.3 It heal/cool 4 Room d mensions. 6.0 x 7.0 It 5 Room area 42.0 It' Ty Construction U -value Or HTM Area (It2) Load Area Load number (BtutUll;•F) (Btuh/112) or perimeter (II) (Bluh) or perimeter Heat Cool Gross I N/P/S Heat I Cool Gross I N/P/S Heal I Cod 6 11 V IA-ZOcs V.2V7 @ tow 4.:1b0' 01 2A -20v 0.340 a 9.62 28.98 0 0 2A-2ov 0.340 a 9.62 28.98 0 0 13A-2ocs 0.201 5 5.69 4.35 56 51 213-21v 0.340 s 9.62 10.13 5 5 11 D0 0 390 _s 11.04 11.99 0 __0 13A-2ocs 0.201 w 5.69 4.35 0 0 2A -20v 0.340 w 9.62 27.64 0 0 2A -20v 0.3401 w 9.62 1 28.981 01 0 51 n 34401 14"1 4.93II '9.621- 4. 351-01-01-01-01-1-1-1-1r --G 2uv 0. 3M- 2ocs n 10.58 0 0 0 0 IA-ZOcs V.2V7 @ tow 4.:1b0' 01 2A -20v 0.340 a 9.62 28.98 0 0 2A-2ov 0.340 a 9.62 28.98 0 0 13A-2ocs 0.201 5 5.69 4.35 56 51 213-21v 0.340 s 9.62 10.13 5 5 11 D0 0 390 _s 11.04 11.99 0 __0 13A-2ocs 0.201 w 5.69 4.35 0 0 2A -20v 0.340 w 9.62 27.64 0 0 2A -20v 0.3401 w 9.62 1 28.981 01 0 51 Calculations aDDroved by ACCA to meet all requirements of Manual J 81h Ed. wrightsolFt- 2018 -May -1815:32:49 ACCO. Right-Suile® Universal 2018 18 0.13 RSU24011 Page 6 ornbrookMarcoCGLS\Lo[236ThornbrookMarcoCGLS rup Calc - MJ8 House laces: S 6 c) AED excursion 144 Envelope loss/gain 1383 735 12 a) Inlillration b) Room ventilation 239 1 0 78 0 13 Internal gams: Occupants @ 230 Appliances/other 0 0 600 Subtotal (lines 6 to 13) 1622 1412 14 15 Less exlernalload Less transler Redistribution Subtotal Duct bads 1 31% 51% 0 0 0 1622 503 0 0 0 1412 715 Total room load Air required (clm) 1 2125 99 2127 90 Calculations aDDroved by ACCA to meet all requirements of Manual J 81h Ed. wrightsolFt- 2018 -May -1815:32:49 ACCO. Right-Suile® Universal 2018 18 0.13 RSU24011 Page 6 ornbrookMarcoCGLS\Lo[236ThornbrookMarcoCGLS rup Calc - MJ8 House laces: S 1 DEL -AIR Duct System Summary Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407-333.2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 596 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 0.163 in/100ft 1160 cfm 147 ft Job: Lot236ThornbrookMarco... Date: 5/18/18 By: JA Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.163 in/100f1 1160 cfm Name Design Bluh) Htg Cf m) Clg Cf M) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 2 h 824 38 36 0.219 4.0 Ox 0 VIFx 24.6 85.0 SO BED 2 c 2102 75 89 0.217 6.0 Ox 0 VIFx 25.6 85.0 st1 BED 3 c 2350 95 100 0.300 6.0 Ox 0 VIFx 10.0 70.0 DINING/LIVING c 3189 127 136 0.226 7.0 Ox 0 VIFx 21.0 85.0 SO DINING/LIVING-A c 3189 127 136 0.287 7.0 Ox 0 VIFx 13.7 70.0 FAMILY RM h 5055 236 210 0.165 9.0 Ox 0 VIFx 45.1 100.0 st2 KITCHEN c 4275 102 182 0.171 8.0 Ox 0 VIFx 40.4 100.0 st2 MASTER BATH h 1440 67 52 0.165 5.0 Ox 0 VIFx 45.6 100.0 st2 MASTER SUITE h 4091 191 125 0.163 9.0 Ox 0 VIFx 47.2 100.0 st2 MASTER WIC C 96 2 4 0.171 4.0 Ox 0 VIFx 40.3 100.0 st2 UTILITY h 2125 99 90 0.298 6.0 Ox 0 VIFx 10.6 70.0 W rightsoR' 2018 -May -18 15:32:49 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 1 CCA..ornbrookMarcoCGLSNLol236ThornbrookMarcoCGLS.rup Calc = MJ8 House laces: S Trunk Htg Clg Design Veloc Diam H x W Duct Name Type Cf m) Cf m) FR fpm) in) in) Material Trunk st2 Peak AVF 598 573 0.163 560 14.0 0 x 0 VinlFlx sit SO Peak AVF 839 834 0.163 601 16.0 0 x 0 VinlFlx W rightsoR' 2018 -May -18 15:32:49 Right -Suite® Universal 2018 18 0 13 RSU24011 Page 1 CCA..ornbrookMarcoCGLSNLol236ThornbrookMarcoCGLS.rup Calc = MJ8 House laces: S 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 Mail Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx wrightsoft- 2018 -May -18153249 Righl-Suile® Universal 2018 18.0.13 RSU24011 Page 2 ornbrookMarcoCGLS\Lo1236ThornbrookMarcoCGLS.rup Calc = MJ8 House laces: S 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lo1236ThombrookMarcoCGLS Builder Name: Taylor Morrison Street: 596 Red Rose Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/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 sublloor 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. Balls in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. 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 rill voids between fire sprinkler cover olates and walls or ceefincis. a In addition, inspection of log walls shall be in accordance with the provisions of ICC -400. 5/18/2018 3:35 PM EnergyGauge® USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: O This checklist 0 A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). O Energy Performance Level (EPL) Display Card (one page) D HVAC system sizing and selection based on RCCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (live pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report (usually one page) O If Form R405 duct leakage type indicates anything other than 'default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® • USRCSB v6.0 5/18/2018 3.34.45 PM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name. Lot236ThornbrookMarcoCGLS Builder Name: Taylor Morrison Street, 596 Red Rose Lane Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:- 1589 sq ft. Cond. Volume: 14778 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 Tested leakage must be less than or equal to the 4 Pa cfm 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)(1), (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. Healing 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: Oj -14iE Sr4 O rN 5/18/2018 3:35 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 596 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 verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have light -filling 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 light -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagd/Vindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0 5 cfm per square fool (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors 5/18/2018 3:35 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R -value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psi (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1 controls. SECTION R403 SYSTEMS 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 heal operation when the heat pump compressor can meet the healing load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filler 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 lightness 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 lest: 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. 5/18/2018 3 35 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y2 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 -healing category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1 This Code does not allow designer safely 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 healing and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/wall Any In-line fan Any 2.8 cfm/walt Any Bathroom, utility room 10 1.4 cfm/watl 90 Bathroom, utility room 90 2.8 cfm/watl Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 5/18/2018 3 35 PM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel healing 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 healing within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors Healers and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/18/2018 3:35 PM EnergyGaugeO USA - FlaRes2017 - FBC 61h 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 verity procedure compliance Geothermal swimming pool heat pumps are not required to meet this standard R403.11 Portable spas (Mandatoir7M 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. 5/18/2018 3:35 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 42X42 A/C SLAB i I L!WN V 1 t I BY BLDR M[N 9s ;0 :'t.l O; 6a 2' FROM WALL vo 0o is i .... w <a'. i " 6.16 rap• 16116 rap O O ' F- CO t 1' :as Sic : N N eL1 OWNER'S SUITEi ot; O tt1 %V\ t('\ GATHERING ROOM • a d g QO c( 12.12 1 cd:-r:ur ac C1 In I Iz.lz 2iodl O Qzs9. I' 1 i ' B T--- - I 2f O 10.6 d50 a i ly Tl Q. an ° 41 / S. rK rim O• I:p la• 6 n 4.6 ae y 04. 1 I i 6LADu O 0! j DINING BEDROOM 2 3' bath duct •9M; ° _r, .c •p } t+ to roof cap t/, m Q 61.cd v„ f-- z w /fan DINING ROOM NNutone696RNB : w-ww• 00 I3•} > r 10.10 r °• IY:6 1•cd ! to W 1 1 4TN7 •9 Co 8. die 1 7• "f 35 1 Ie a • 12I1s 11I Qi c R l 16• FLEX 30TON V/5 V e24OV LPN °• i-.•iris fi plotfo,n by 10.10 rap bid, 19.13 peny scale n/B••Itl' O .6 I.cd 6• z31 .6 1- 7- D c 00eEDR6et1a— ! 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BATH 2 wm TAYLOR MORRISON HOMES THORNBROOKE S.F. i . LOT 236 y HOUSE TYPE: MARCO : aD 1 `, J' AGI - .. .. ... ' r RECORD COPT' DESCRIPTION AS FURNISHED: Lot 236, THORNBROOKE PHASE. 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: BP is-Zyyy n!1 1 n4Tr 440 Taylor Morrison of Florida, Inc. Ok to construct single family home with setbacks andimpervious area shown on plan. S5 0 IMF. Roxco - C, aL- LOT 235 5.00' C N 5.00' IOWA AVENUE R/W VARIES) N 89°58'00" E LANDSCAPE do WALL, FENCE 9SM 244. 80' 18.13' 16.0' A/C LANAI to 30.0' LOT 236 PROPOSED RESIDENCE MODEL: MARCO ELEV — C 2 CAR GARAGE LEFT O O n 5.00' t N ENTRY 4.3 v 5.00' til 5.7' civ 0 10.0' 20.0' t I I DRIVE WALK LOT 237 10' UTIL. ESM I I by 2.25' P.C. WALK C B N 89°58'00" E 40.00' RED ROSE' LANE 50' UTILITY & ACCESS R/W) TRACT I 9 PROPOSED - FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS: PROPOSED DRAINAGE FLOW FRONT - 25' LOT GRADING TYPE A REAR - 15' PROPOSED F.F. PER PLANS - 22.8' } SIDE - 5.0' PROPOSED OWE PER CONSTRUCTION PLAN + SIDE CORNER - 10' LVI 4,600 5V.F1. LIVING 1,589 SOFT. GARAGE 399 SOFT. ENTRY 78 SOFT. LANAI 107 SOFT. BREEZEWAY - N/A SOFT. DRIVEWAY 403 SOFT. A/C PAD 12 SO.FT. WALKWAY 52 SOFT. IMPERVIOUS - 55.0 R RADIAL 2,641 SO.FT. SOD 2 11,0 SO FT 50. FT. SOFT. SO.FT. SO.FT. SOFT. CR USEYVHE EER —SCOTT & A SSOC. , INC. — LAND ,S'URVE'YORS K/W 440 LEGEND - APRON 112 PLOT PLAN ONLY* - SIDEWALK 200 NOT A SURVEY) SOD 128 Tyr. TYPICAL PROPOSED INFORMATION SHOWN AREA 5,2s BASED ON SUPPLIED PLAN DRIVEWAY 515 AND/OR INSTRUCTIONS PER SIDEWALK 252 50. FT. SOFT. SO.FT. SO.FT. SOFT. CR USEYVHE EER —SCOTT & A SSOC. , INC. — LAND ,S'URVE'YORS LCGCMD - LEGEND - P PLAT PDL. POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F FIELD Tyr. TYPICAL NOTM I.P. IRON PIPE PAL POINT Or REVERSE C1AIVATRtE 1. TML UNDCRSNTN[D DOCS NLREBY CERTIFY MAI Tll6 SVRVCY LICE75 THE STANDARDS Dr PRACTICE SET FORTH gY l7ff iL.OIODA BOARD Or IR. IRON ROD LL POINT Or COPO ND CURVATIWC PROFIE NAL SUAWYORS AND MAPPERS DI gWIER W-17 RARIW ADW4FYRATIVE CODE PURSUWr TO SECTION 472.027, ILORIM STATUES CASET is. COICRETC 14131404M IE /BLB ASDi RAO. RADIAL 2. UNLESS E71BOBSED mm SUAVEILIRY SKNATVRE AND GRIOINAL RNSM SIAL THIS SURVEY WP OR CORKS ARE NOT VAU0. RCC. A[DRECOVERED V.P.MR.NON-RADIAL VP VITMESi IOIITT A MI$ SLIMY WAS PREPARED FROM TIRE WFVRU41W FURNISHED TO ME SURVEYOR. THERE MAY BE OTHER RfS"WFIDNS PD.R POINT DIPOINT CALL. CALCULATED OR CASEMENTS THAT AFFECT THIS PROPERTY. D.C. POINT Or CODIC/CCICHTCOMICENCE RA P[RMAIf.Ni REICR[NCC MOMWEM 4. NO UIDDtCROU/D RIPAOVEYFNIS HAVE BEDI LOCATED UNLESS OTHERWISE SHOWN. t CENTERLI/C rr. rINISICD ILDOR CLEVATION 0. THIS SVRKV 6 PREPARED FOR THE SOLE 604M OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER DIRTY. N D MAIL DISK DSL WILDING SETBACK LINO BASE A 0. 001[/6TD115 SHOWN FOR THE LOCATION Or UIPROVLMIENIS HEREON SNWLD NOT BE USCG TO RVCM67RUCT BWNOW LINES RNESMT. CASEM NTEASOICNi LB. LBJ. RMSCD[ARIW 7. BFARV" ALE GASCD ASMNW M1U11 AND ON THE UNE SHOWN AS RASE SEARUIO (B.B.) DRAIN DRAINAGE 0. ELEVATIONS, B SHOWN, ARE BASED ON 1NIp/4V. GEODETIC OANM Or 1020, UNLESS OMERWLSE NOTED. UIIL. UTILITY 0. CERTI/iGlre Or AVMORIZATION M. 4500. CLIC. VDFC. ULAN LINK rCNCC VOOD FENCE C/B MICRCTE BLOCK SCALE I— I• - 20 DRAWN BY: ••• P.C. P.T. OESC. POINT Or CURVATURE POINT OF TANGEICY DESCRIPTIOM t DATE _ - ORDER NO. CERTTnED Or..... L APCIULCNGTN PLOT PLED 05-17-2018 3137-18 D DCLTA CC.S. CHORDCNN, BEARING NORTH THIS BUILOINC/PROPERTY DOES.NOT UE WYMIN S- --•- -- ,, x.45 o - THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER i1RM' GRUSENAIEYEIL R.LS. 1 4714 ZONE X' MAP 1 12117C 0055 F. W. SCOTT, R.LS 1 4801 STATE CERT .LIC EC13003715 ELECTRICAL SERVICES, INC. HOLDER: JOSEPH STRAOA 3400 St Jahns Pkwy STRADAN NEC 2011/F8C 107 SANFORO,FL 877-906-1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5.8.2012 MODEL: MARCO BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 8290 Includes Heat Pump and Heal Strips on together 0100%. Square feet living area 1 15881 3 volt/am s Small Appliance Circuits 3 Laundry Circuit 1 Dishwasher 1 Water Heater 1 Range 1 Oven 8000 Cooklop 8160 Microwave 1 Dryer 1 Disposal 1 Pool 5000misc mist TOTAL OTHER LOAD FIRST 10KVA@100% 10.000 REMAINDER @ 40% 8546 LARGESTLOAO 8290 TOTAL LOAD 26 836 V.A./ SIZE RECOMMENDED I 150 SERVICE SIZE: 240VOLTS= 1 112 MINIMUM PER ISO NEC 4784 4500 1500 1500 4500 8000 0 0 1100 5000 500 0 31364 4032 10000 6500 5040 10000 6500 5280 10000 6500 6168 8000 5200 6888 8000 5200 8160 10000 6500 KW SETUP TON OTY KW 1.5 2990 5000 3250 0 2 4032 5000 3250 0 25 1 5040 5000 3250 8290 3 5280 5000 3250 0 3.5 6168 5000 3250 0 4 6888 5000 3250 0 5 5 KW SETUP 8160 5000 3250 0 8290 oar CnrV G:IX 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. p D OG r r r ta'_n• ta'_n• Totol Truss Ouontity = 109. ITS INTENDED TO AID IN THE INSTALLATION OF TRU AREA EXPOSED TO WIND AREA EXPOSED TO WIND 01.coo COPY PLUM 1"10 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 0J\` DING 2 4 U"w ran bon ATTENTION! Ieupnv. aa. f.,[ . 0e 1 bL b frw Y Y wwr REFER TO BCSI -B1 1c wet t Set tha my f r!w used Luo Is ee e,uple, rw trust n.y rot mttls held M. OpRetrf Sets t"Ai WS my. Generol Notes 1) All padd aero Vw m Oban aro tbl order mm the W o wd wmA reed 9— 2) At logokh". 91 npeen "ism W*. o1w t. eesd 3) Al wr 4m9 te' O.L are. atmible I 4) F. I— Rete watae KS -01 iaam edet e pmmro. 1 -to" awry be peed a o na dma smnp IS' O.C. Man tan qm. I. k i a e nb wee a 2w b— ma 1-bw iheyysr im W.6— pba Ma . NM -!1 la ay 002.W aaiq dooft ROOF LOADING SCHEDULE TCLL 20 PSF TCOL = 17 PSF BCLL = PSF BCDL= 10 PSF T07AL = 47 PSF DURATION = 1.25 R WIND SPD/TYPE= 150 ENCLOSED BLDG EXPOSURE -C USAGE - RESIDENTIAL CAT II NAND IMPORTANCE FACTOR= 1 UPLIFTS BASED ONS 9.2 PSF DESIGN CRITERIA FBC 2017 TPI 2014 T— m-b.A —m plan Wt doilMd ra ASCE T-tO ad eeamme tame 6m eaE met. tee chremp bN n.in amd faoc nanny rytrnr Trac mere hm b—mind. eery sn I .. d 101 pdamsmevsm tmaa decd lir, k-& FLOOR LOADING SCHEDUL TCLL PSF TCDL = PSF BCDL = PSF TOTAL = PSF DESIGNER PAGE RWM 109292016 LANAA330034L SCALE 1 1/4" 1 IV ENGINEERING PACKAGE Builder: TAYLOR MORRISON HOMES Project: ;9A6/9A7 THORNBROOK Model/Building: ,158MB,C/158T; 02C Lot: 236 Block: Unit: Address: JobNumber: N330034 Revision Date: New Load #: RC01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 1e13 01(4 FREFAR30 FRUIT CmVOICA 11Nm (WADS 8 010110111011111) 30841 "ED ar TRUSS era. L.—I STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses StronggDecI, bridging for roof trusses is not a requirement of ANSi•TPI 1.2002 but it Is a strongly recommended guideline by Carpenter Contractors of America. It serves the following two functions: 1) Bridging aligns the bottom chords after they ere set so they are unlform along the telling line. This, to turn helps minimize It ceilings' after the installation of drywall. 2) Bridging helps 'planing -out' the transitional or relative deflection of adjacent trusses due t0 an offset in spans. in either case. strongback bridgingshould not be attached to adjacent trusses that need to be jacked into place more than U inch. Strongback bridging in roof trusses does not serve as temporary or permanent bracing and is not intended to help distribute or share design loads between trusses. Consequently, no design loads have been accounted for with this detail and continuous Strongback bridging should not be attached between common and girder trusses that have more then Y Inch differential deflection. STRON68ACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENOS OR RESTRAINED BY OTHER MEANS. STRON68ACKS SHALL BE A MININMUM OF 216, AND SHALL BE ATTACHED WITH A MiNIMUM OF THREE 16d COMMON OR (3) 0.131 1 3• GUN NAILS TO A 214 VERTICAL NEB MEMBER The graphic shown on this detail is for generic Illustrative purposes 216 STRONGBACK only. The exact location of strongback bridging will be specified by Carpenter Contractors of America. The use of strongback bridging shall in no way interfere with any other design considerations specified by the Engineer of Record or Building Designer. The nailing requirements shown are consistent with ANSI/TPI 1.2001 for strongback bridging. N.T.S -Not To Scale) 6babogbecip9et1ias0et6Sa1B••6Sa88REFil E IR Design Crit: TPI.2002(STO)/FBC PLT TYP. Nave C RT -1.00 7.25 10 0 7.31.11 OXY: FL l E 3walu•• nmsu vertu nnpt nn t. nwnn.r. WrLu. ,ant'. uu•Lu' •r a•<n'• TC LL PSF REF R081- 48351 p n uu nt. <,... an .•!T anona.I, rou u.o a nr Q•Y+l n•n .1of 6, ` T. IT. I,.aT..nn I.I. q..w L. u, ar N) .r V}W {1'1 ..W, tlM.1. A WO<•. Qr i.nw.,a u'. wt<r. a un1 ro....a. «•encu .nr n runaln lru rwmre. ...f TC OL PSF OATC 07/28/09 Mir 1'It.ln TV awn M%L Wn ,r.at, •lr•." . W1Q.1L I.A...' 64" OHM tall l T 0 41«00 MINOR uao aan.• 9 €b8 BC OL PSF ORW Hcusa061 09209395 1w10ATA4T'--_t... I— «.1. — n M 6 u."nr <.m•<n.. n..C.. Ir. Wll '1 V c!r•van•noownnraw,•..!•0.00n.m,r',.m.r.c.1—al. / NO. 92212 - BC LL PSF HC -ENG OR/OR ALPINE rl1:' r., 14TI'. WIRLIr. ,•IMI'. 1rI4LIn..W<rn M n'u.. fin. tWaKf YIT, •'LIWrt rtlrf,IM of r, Wnfa. MIT. IRI. 41 •n.n WF M. "o 6. * Ar or«... lyTt, •« ..r .. n/1«IfW ry.M/r,a •fir. .n) ..rc 1«,, r. -M.n .41. act'. •MLI TOT. LO. PSF AR36 nnu n as .a « T..81 u.. vac 1 .1% 111 L Too 'u acne. wITS.. rc, ........ 1.«•c. STATE OF r.To'"o e a .o , L r ra .m u « mL Ma rc.+. • m..• nu ° COR10* OUR .FAC . FROM RW6oW8ra P«Ypa,.ab a" bro. i..r,r uuam .ctvr..a « wnurwL uu.ton..urr+nlut• 'LCL. rr „ nm c.+atn Rautc. Clry,R 33lM Fci<aiwiiroii.fuiij*iii .0 <i « ,.a tv .m rr rr rink' n Tc .u'.laam HT r' •-1 FL CO Fl. 33 Jul fOfO{>.F3 SPACING JREF- 1TT0081_Z18 Simpson Strang -Tie- Wood Construction Connectors Hangers HUA-IUC hangs, may be installed on a rrwswrry/uunoieto wall as desc dleo braOw. Additionally-, HU hanger; with one flange concealed may be insralW similark. HU and HUC products are heavy-duty lace-mounl joist hangers made from 14 -gauge galvanized steel The HUC is a concealed flange (face flanges turned in) version of the HU. HU is available with both flanges concealed, provided the W dimension is 21'4' or greater, at 100% of the table bad. Specify HUC. HU is available with one (large concealed When the W dimension is less than 2Viii at 100% of the table bad. &per. iy as an 'N' version and specitj flange to concepti. For ary HU or Hl C shown in this catalog. the user may subsulute all face iv -6 wah', t 13i' Tden12 sGrivs Model rrN2-25134M. Follow all installation instructions and use the loads tram Thr, rwalog. Material: 14 gauge Finish: Galvanized; ZMAX° and stainless steel available Installation: Attech the hangers to corx;rele nr GFCMU +rills usmg hex-head'r ten° 2 straws. Ilan Straws for-3FCMU ('.•:' x 2 I - Nodal TTN2-:673411-q and for trncrnte f'•2 x 144: - McxW 11142-251 3-1-1) are not prooded oath the hangers. Drill the-W-diarneter hole to the specified embedment depth plus W. Ahernativey, drill the VW -diameter hole to the specified embedment depth and blow it clean using compressed air. Caution- Oversized- diameter holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor's load capatay. I itrn Inslalation lbol Kos are a'.allable. I hey include a 14i drill bit and het-heao driver bit (Modq TTNT01-RC). a VW > -11A'dill bit is also a arlabb (Model i0618412). A minimum end and edge distance of 1'h' is required. Options: For sk& ed harigem use 75% of tatle uplin bad. If hanger mdth is grratrii thin 3've then use 80% of table a wrik.)ad; otheivv ae use 1 W1. of tsbk: dcwnb :d. Codes: See p.14 for Code Reference Key Chart Concealed flanges HUC410 I'b' rr:,, SIMPSON Strong -Tie HUC410Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall 279 Simpson Strong -Ire Wood Construction Connectors Hangers (cont.) These prod xto are evadable vnth additional corrosion protection. For more rrdonnalron, see p. 18. a 280 SIMPSON StrongTie Model No. Fasteners Allowable Loads(DF/SP) CodeGFCMOConcrete Standard Concealed GFCMU Titen' 2 Concrete Titen' 2 Joist Uplift 160) Down 100/125) Uplift 160) Down 100/125) pet' HU26 HU26X 4) '•:' Y VW 4) ',."v 1?•: 2)10d x 1 h' 335 1,000 335 1,545 HU28 HU28X 6) b' x 1?': 6) ''' i 1?•." 4)10d x 1 h' 54S 1,500 760 2,400 HU210 HU21OX 8) 9"> IN, 8) 1 I 4)10d x 1 e 545 2,000 760 2,415 HU46 (Min,) HUG46 8) 8) :' x 1': 4) 10d common 760 2,000 760 3,200 1046 (Max.) HIJC46 02) +' 1''. 121 • r ' - 6)106 common 1,135 3,000 1.13.5 3.9bo HU26.2 (Min.) HUC26-2 8) '•,' x 1',.• 8) ':' x V 4)10d common 760 2,000 760 3,200 HU26.2 (Max.) NUC26.2 12)'•14" x 14V 12) "."s 14. 6)10d common 1,135 3,000 1,135 3,950 HU48 (Mm.) HUC48 10) , • 1'.'• 10) , .:' . 4)106 common 760 2•.500 160 3.725 HU4811Aax.) HUC48 14) .' 14) .` 6)10d common 1,135 3,500 1.135 1 4,920 HU28.2 (in.) HUC28-2 10) t,. x 1411- 10)'%! % 1:'+' 4)10d common 760 2,500 760 3,725 HU28.2 (Max.) HUC28-2 14) x 11: 14) :5" x 1 v,- 6)10d common 1,135 3,500 1,135 4,920 HU410 (Mm.) HUC410 14) :^ • + :', 14) : r ' •: 6)10d common 1,135 3,500 1,135 4,920 HU410 (Max.) HUG410 18) ':' • 1 18) r 10)10d common 1,800 4.500 1,800 4.920 HU210.2 (Min,) HUC210.2 14) 7: r 11': 14) ":'r 14: 6)10d common 1,135 3,500 1,135 4,920 HU210-2(Max.) HUC210-2 18) 11; 18)'•'/'rt-j- 10) 10d common 1,800 4,500 11800 5,085 HU28X Skew 45' Not ava lade) 6) r:. "% 6) '-' 1 '• 4) 10d x 114' 670 ! 1,500 670 1 2,400 HSUL/R26-2 HSUL/RC26.2 12) '. r' `• 12) , > ' 4)16d x 2h' 900 3,000 900 3,135 HU24-2 HUC24-2 4) !•:' x 2'.': 4) 'r:' 1 : 2)10d common 380 1,000 380 1,545 HU212R 10) r 10) "< > ' •, 6)10d x 1 h' 1,135 2.500 1,135 2,665 HU214 HIJ?141 121'Vx114 6)10dxIW 1,135 2,665 1,135 2,665 HU26-2 (Min) IiUC26-2 RAin.) a) a) '.' 1 1 • •` 4110d common 760 2,000 60 3200 HU26-2 (Max.) HUC26-2 (Max.) 12) '-' , 12) r ' • 6) 10d common 1,135 3.000 1.135 3,950 170 N1126-3 (Min.) HUC26-3(Mm.) 8)'%: v ?•: 8)'%%11;': 4)10dcommon 760 2,000 760 3,200 IIU26-3 (Max.) IIUC26.3 (Max.) 12)'•Y r ?17 12)1.5" x IAV 6)10d common 1135 3,000 1,135 3,950 HU28-21Min.) HUC28-2(Ain.) 10)'.'r 10)"! r1', 4)10dcommon 760 2,500_ 760 3,725 HU28.2 (Max.) HUC28-2 (Max.) 14) .' 14) . r •;. 6)10d common 1,135 3,500 1,135 4,920 I11,1210.2 (Mm.) IIUC210-2 (Mm.) 14) ! r ?1." 14)','."v 13v." 6)106 common 1,135 3,500 1,135 4,920 HU210.2 (Max.) HUC210.2 (Max.) 18)':: x 23'." 18) .5" x JV." 10)10d common 11800 4,500 1,800 1 5,085 HU210.3 (IAin.) HUC210-3 (Min.) 14) i' 14) .. '• • 6)10d common 1,135 3,500 035 4,920 HU210-3 (Max.) NUC210.3 (Max.) 18) Y • ' ' 18) • > :. 10)10d common 1,800 4,500 1,800 5,085 HU212-2 (Min.) HUC212-2 (Min.) 16) .' x 24 16)'•5" x 134.7 6)10d common 1,135 4.000 1,135 4,920 HU212-2 (Max.) HUC212-2 (Max.) 22)'%: r'1?.' 22)'4- 11 'W 10)10d common 1,350 5.085 1.350 51085 HL1712-3 (kin.) NUC212.3 (Mm.) 16) • 16) :. r ,'•. 6) l0d common 1,135 4.000 1,135 4,920 HU212-3 (Max.) HUC212-3 (Max.) 22) • 22)','-- r ' ' 10)10d common 1,800 5,065 1,800 5.085 1111214.2 (Min•) HUC214-2 (Min.) 18)'•'.' x 2;+ 18)' :' x 1;',' 8)10d common 1,515 4,500 1,515 1 5,085 HU214.2 (Max.) HUC214-2 (Max.) 24) v: x 71 r 24)'•5' x 1;:^ 12)10d common 2,015 5,085 2,015 5,085 1JU214.3 (Min.) IIUC214.3 (Min.) 18)'5 r 1. 18) '+ r' • ' 8)10d common 1,515 4,500 1,515 5,085 HU214.3 (Max.) MUC214.3 (Max.) 24) .'e '.: 241',',* r "•-- 12)104 common 2,015 1 5,085 2,015 5,085 HU216 HWIfiX 118)%'x 747 18)'5" x i3+ 8)10d x IW 1,515 1 2,920 1,515 2,920 HL1216.2 (Min.) IIUC216-2 (Min.) 10) ,' , %' 20) . 1+: 8)10d common 1,515 4,920 1,51S 4,920 1111216-2 (Max.) IIUC216-2 (Max.) 26) 26) ' , , 1'--- 12)10d common 2,015 5.085 1 2.015 5 085 HU216.3 (Mm.) HUC216.3 (Min.) 20) %'+' r 21;' 20)'%: x 1;!' 8)10d common 1,515 4,920 1 1,515 4,920 1111216.3 (Max.) HUC216-3 (Max.) 26)44-f211' 26)'%: r 1 t:" 12)10d common 2,015 5,0851 2,015 1 5,085 1. Uplift loads have been increased for earthquake or wad duration wile no turlher increase is allowed: -.drr., v&en rther l a's govern. 2. Minimjm Pc a 2.500 psi and minimum I'm = 1,500 psi. 3. Wlrxi only oral flange is canceled epecdY righl or left COr Cea1eU flange. 4. Modell widn'X• are not stock items. 5. Hui+uCts zG U± i+at.,lleo su Umt I rca+' .:c rr»s ?ie rot c>ti•>w tc w-lattx:r. Fastonore: l5o Com^Gn - 0.'02' dau , 3'a' long; 16d x 2/.' m U.+62' ow. x 3'.i long; t0 f crnrn n . 0.148' d a, x 3 1 nc•: lfkl n t b' = 0.148' ^ 3. < 1'%:' knil. Tfr\2-25':i•1H = '•,- r. 1:5' Tden 2, i7A,^-25234H = la' r 215' Tuen 2; TTN'251:4H = T lei 15' v 1'4' and TTN *5234H Tie - W:: .. 2%:' m i mss, bo usci a14.11 taClo k:3c;. tee pD. 2:-27 rix olner nail siras arv, inti m;3l6+. UPDATED 04117117 Simpson Strong -Tie Wood Construction Connectors SIMPSON tT011gZ` Hangers (cont.) These producs are eva4able wth adodxx,al comosion Protection. For more information, see p. 18. Model No. Fasteners Allowable Loads (DF/SP) I CMU Concrete Code Standard Concealed 5F(.MU T,4 nr 2 Concrete T,tenr 2 Joist Uplift 160) Down 100/125) Uplift 160) Down 100/12s) Ref' HU44 HUC44 4) 4" . 7?:" 4) .4" s 1 W 2)10d common 380 1,000 380 1.545 HU46(Mn.) HUC46(MI 8)' e)' '"11: 4)10dcommon 760 2.000 760 3,20D HU46(Max.) HUC46(Max.) 12)' . I%=: 12) • : i-'• 6)10dcommon 1,135 3,000 1.135 3.950 HU48 (Mm.) HUC48 (Mn.) 10)1•''' • : ••i 10) Y." x 1 4)10d common 760 2.500 760 3,725 HU48 (Max.) HUC48 (Max.) 14)'.-. • 2.- 14)1.7 x 1?:' 6)101 common 1,135 3,500 1,135 4,920 HU410 (Min.) HUC410 (Mn.) 14) , 1 =." 14) • 6) 10d common 1,135 3,500 1,135 4,920 HU410 (Max.) HUC410 (Max.) 8) .. • :'. 18) . • 1 .' 10)10d common 11800 4,500 1.800 4,920 HU412 (Min.) HUC412 (Min.) 16)'1", 22.1 16)'.,%: t .• 6)10d common 1.135 4,000 1,135 4,920 HU412 (Max.) HUC412 (Max.) 22)18" x 2y4" 22)13' x 1 10)10d common 1.800 5.085 1,800 5.085 HU414 (Min.) HUC414 (Mn.) 18) : • ?'.' 18) 4 1.." 8) 10d common 1,515 4.500 1,515 5.085 HU414 (Max.) HUC414 (Max) 24) + . 2; : 24) " : 1 • 12)10d common 2.015 5,085 2.015 5.085 HU416 (LI HUC416 (Min.) 420)1•'" x 2;(-- 20) IV x 11+' 8)10d common 1.515 4,920 1.515 4,920 HU416 (Max.) HUC416 (Max.) 26) '4' x 2 :'." 26)'A" 41 t:' 12)10d common 2.015 5.085 2.015 5.085 HU66 (Mn.) HUC66 (Min.) 8) 8) + • ' : 4)16d common 900 2,000 900 3.200 HU66 (Max.) HUC66 (Max.) 12) • .' <' 12) "' • IN' 6)16d common 1.345 3,000 1,345 3.950 HU68 (Min.) HUC68 (Min.) 10)14"'r 2?T 10) :v' x 1 :: 4116d common 000 2.500 900 3.725 HU68 (Max.) HUC68 (Max.) 14) :'i x 24V 14) 1, x 1 W 6)16d common 1,345 3,500 1,345 4,920 HU610 (Mn.) HUC610 (Min.) 14) *. 14) <' 6)16d common 1,345 3,500 1.345 4.920 HU610 (Max.) HUC610 (Max.) 18) • 2 • 16) - : 1 8)16d common 1.795 4,500 1,795 5.085 HU612 (Mm.) HUC612 (Min.) 16)'•'." x 241" 16) 19" x 14:" 6) 16d common 1.345 4.000 1,345 4,920 HU612 (Alai.) HUC612 (Max.) 22) ':' x 2r•'.' 22) :'.' x ti.` 8)16d common 1,795 4,920 1,795 4,920 170 HU614 (Min.) HUC614 (Min.) 18) - . T : 161 ' : C- 8)16d common 1,795 4.500 1,795 5.085 HU614 (Max.) HUC614 (Max.) 24) : x 24) ' • 1 '•• I (12) 16d common 2olb 5,085 2,015 5.085 HU616 (Min.) HUC616 (Min.) 20)',;" • 20) :.' 4 1?'l 8)16d common 1,795 4,920 1,795 4,920 HU616 (Max.) HUC616 (Max.) 26II W' x 2?:' 26)'•x' x I?7 12)16d corona, 2,015 5,085 2.015 5.085 HU7 (Alin.) Not available) 12) . • 1— 12) . '. 4) loll x 1 h' 2,980 760 2,980 HU7 (Max.) Not available) 16) 4 . - 16) . , 8) loll x 1 h' 1.085 3,485 1,085 3.485 HUD (Min.) Not available) 18)1'. x 1147 18)'•.' X 1 6)10d x 1'h' 1,135 3,230 1.135 3.230 HU9 (Max.) Not available) 24) i4" • 1?: 24) :' x 1t!" lod x 1'h` 1,445 3,735 1,445 3.735 HUI1 (Min.) Not available) 22) 22) 31 :'. 6) 10d 1'h' 1,135 3.230 1.135 3.230 HUl l (Max.) Not available) 30) x ' ' 30)'4' 10)10d x I W 1,445 3,735 1.445 3,735 HU14 (Min.) Not available) 28)':"'. 1;: 28)'." .1?: 8)10d x I 1,515 3.485 1,515 3.485 HU14 (Max.) Not available) 36) '4" x 1 .^ 36)'3' X 1$:" 14)10d x 1 h' 2.015 4,245 2,015 4,245 HU3.25/10 Not available) 22) +J 22) •' +' •+' 10)10d common 1,895 5,085 1,895 51085 HU3.25/12 Not available) 24) ,' : 1 24) .1 12)10d common 2,015 5,085 2.015 5.085 HU4/D-2 (Mn.) HUC410-2 (Mn.) 14) ::' x 11W 14)74` x IV 6) 16d common 1.345 3.500 1,345 4,920 HU41D-2 (Max.) HUC41D-2 (Max.) 18) ! v • 13': 18) :Y x 11,4` 8)16d common 1.795 4,500 1,795 5.085 HU412-2 (Min.) HUC412-2 (Mn.) 161 16) ; - 1 , 6)16d common 1,345 4,000 1,345 4,920 HU412-2 (Max.) HUC412-2 (Max.) 22) ' 22) 1'.- 10)16d Common 1.800 4.920 1.800 4,920 lIU414-2(Mn.) IIUC414-2(Mn.)(ZO)'•:'x1•. 20)'•:'x1?':' 8)16dcommon 1,795 4,920 1 1,795 4,920 HU414-2 (Mar.) HUC414-2 (Max.) 26) '%4' X I -V 26) :4*' x IV 12) 16d common 2,015 5,085 2,015 1 5,085 1. UrAh bads have been ncreaseo for earthquake or wind duration with no lurcher increase is allowed: nldu ;a :moi oil im lzar)s gc%,em+. 2. Mnxnum 1c = 2,500 psi and minimum I'm = 1,530 psi. 3. When only one flange is corlcealec speedy right or left concealed flange. 4. Models with 'X' are not stock dems. 5. Produc IS 311all 1:1I11 -,toad w,,h :r:n T 11x1~ :XIX vs aro w: 1 X,UW to WC B:her. Fasteners: IGi cxnvix;n = 0.192' I x GIV Ixto. I" x 2'•a = J. I E2' oa, x 21, hno, IW co --ronin = C.146' de, 4 3' long, C4; 4 1 t4' - CiJ 4Q' ilia. x V., bnx,. I IW -24134 I _ ::' 4 14' 1 run 2 111:22-252.741 I _ 4' 4 20' I den 2: 11 N251341 I _ I41n h' x 13,, aril TTN25234H -Tran y.' . 2•ts- .,ray cto b> wed et lull lathe ba^s.Sue pp. 26-27 'or atl*v 1v41;Gcz arxf nfor •1abm. UPDATED 04117117 N O V NC Vo 0 ytD C 2U 281 Simpson Strong -Tie- Wood Construction Connectors Face -Mount Joist Hangers This product s preferable to similar connectors because ora) easier installation, b) higher loads, c) ower installed cost or a combination of these features. All hangers in this series have double shear nailing — an innovation that distributes the load through two pants on each joist nail for greater strength. This allows for fewer naris, faster installation, and the use of all common nails for the same connection. Double -shear hangers range hom the light capacity LUS hangers to the highest capacity HGUS hangers. For medium bad truss applications, the MUS offers a lower cost alternative and easier installation than the HUS or THA hangers, while providing greater load capacity and bearing than the LUS. HGI 10 hangers provide tsimilar capacilies as HGUS douhV-shear hangers, but they use Simpson Strong -Tree Strong -Drive' SDS Heavy -Duty Connector screws instead of nails for faster and easier installation. In addition, the Strong -Drive SDS Heavy -Duty Connector screws help transfer the load between the piles of the supporting girder when they penetrate all piles. Material: See tables on pp. 236r237 Finish: Galvanized. Some products available in stainless steel or 7 -MAX° coating; HGUG ava table n HDG; see Corrosion Information, pp. 15-18. Installation: Use all specified fasteners, see General Notes. Nails must be driven at an angle through the joist or truss into the header to achieve the table bads. 1• •a ars t'•ti to ><s f H 0 G. W_/ B LUS28 OrMUS28 LS1ON Tie OHUS210 HUS26, HUS28, and HHUS srmt7w) OrHHUS210-2 Typical HUS26 Installation with Reduced Heel Height muss Designer to provide fastener quantity for connecting inultiple melnbws together) 235 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) These Products are available with additional corrosion, These products are approved for installation with the Strong-Drive protection. For more information, we p. 18. SD Connector screw, See pp. 36-40 for more informalon. 236 Model No. Min. Heel Heigh) Ga. Dimensions (in.) Fasteners W H 8 Carrying Member Carried Member Model N0. Single 2x Sizes Floor 100) Snow 115) LUS24 LUS26 2% 4'/. 18 1556 1%6 311, 4?,'. 15'. 1i'. 4)10d 4)10d 2)10d 4)10d MUS26 4446 18 15k 554 2 6)10d 6) 70d HUS26 4%6 16 141 555 3 14)16d 6)16d HGUS26 4% 12 151 5114 5 20)16d 8) 16d LUS28 4156 18 1556 6% 15: 6)10d 4)10d MUS78 6V* 18 155e 6"Ke 2 8)10d 8)10d HUS28 64/w 16 1% 7 3 22)16d 8) t6d HGUS28 6446 12 141 7'b 5 36) 16d 12)16d LUS210 4% 18 1 Re 7,%e lis 8) 100 4)10d HUS210 8% 16 151 9 3 30)16d 10)16d 1. See table below for allowable bads. LSIMPSON st D Note: For dimensions and fastener Inlounatlon, we table above. See table foolno;es on p, 237. HHUS/HGUS See Hanger Options information on pp. 121-123. HHUS - Sloped and/or Skewed Seat HHUS hangers can be skewed to a maximum of 451 and/or sloped to a maximum of 45" For skow only, maximum allowable download 1s 0.85 of the table bad For sloped only or sloped and skewed hangers, the maximum allowable downbad is 0.65 of file table bad Uplift bads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2.475 Ib. The joist must be bevel -cut to allow for double shear nailing HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 45•. Allowable bads are: HGUS Seat Width Joist Down Load Uplift W < 2" Square cut 0.62 of tattle bad 0.46 of tattle load W < 2" Bevel cul 0.72 of table load 0.46 of table load 2" < W < 6" Bevel cul 0.85 of table load 0.41 of table load 2" < W < 6" Square cul 0.46 of table load 0.41 of table load W > 6" Bevel cut 0.85 of table load 0.41 of table load Acute side apeclfy angle Top View HHUS Hanger Skewed Right Joist must be bevel cul) AB joist nails installed on the outside angle (non-acute side). DF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads Model N0. UDlilll 160) Floor 100) Snow 115) Toot 125) Wind 160) UDldlt 160) Floor 100) Snow 115) Roof 125) Wind 160) U01141 160) Floor 100) Snow 115) pool 125) Wind 160) Code Rel, Single 2x Sizes 111524 490 670 765 825 1,045 490 725 830 895 1,135 420 575 655 705 895 IIIS76 1,165 865 990 1,070 1, 35 5 1,165 940 1,075 1,165 1,475 1,00.5 740 845 915 1,160 17, FL. MUS26 1,090 1 1,295 1,480 1,605 1,825 1,090 1,410 1,610 1,745 1,825 940 1,110 1,265 1,370 1,570 LI7 HIIS26 1,550 2,720 3,095 3,335 3,335 1,550 2,950 3,335 3,335 3,335 1,335 2,330 2.650 2.820 2,865 HriiIS2r,1,,•,0 4460 4,885 5,230 5,390 qtr 4,725 5,290 5,390 5,390 1'. 3,7.51`1 4,20014,.9(x1 4,635 I'1 1 US78 1,165 1,100 1,255 1,360 1,725 1,165 1,200 1,365 1,480 1,835 1,005 940 1.075 1,165 1,475 MUS28 1,555 1,730 1,975 2,140 2,645 1,555 1,880 2.150 2,330 2,645 1,335 1,475 1,690 1,830 2,275 17, FL. L17 HUS28 2,000 3,965 4,120 4,220 4.335 2,000 3,790 3,960 4,070 4,335 1,720 2,905 3,035 3.125 3,435 nGUS28 VW 6,745 6,970 7.125 7,275 1.720 6,460 G,705 6,670 7,275 1,540 4,960 5,1110 5,290 5, 745fFL.'LI]7 LUS210 1,165 1,340 1,525 1,650 7.090 1165 1,445 1,660 1,795 7,7.70 1,005 1,145 1305 1415 1.745 HUS210 3,000 4,255 4,445 4 515 5,020 1 3 000 4,105 4,310 4,450 4,930 2.580 3,150 3,315 3,425 3,815 Note: For dimensions and fastener Inlounatlon, we table above. See table foolno;es on p, 237. HHUS/HGUS See Hanger Options information on pp. 121-123. HHUS - Sloped and/or Skewed Seat HHUS hangers can be skewed to a maximum of 451 and/or sloped to a maximum of 45" For skow only, maximum allowable download 1s 0.85 of the table bad For sloped only or sloped and skewed hangers, the maximum allowable downbad is 0.65 of file table bad Uplift bads for sloped/skewed conditions are 0.72 of the table bad, not to exceed 2.475 Ib. The joist must be bevel -cut to allow for double shear nailing HGUS - Skewed Seat HGUS hangers can be skewed only to a maximum of 45•. Allowable bads are: HGUS Seat Width Joist Down Load Uplift W < 2" Square cut 0.62 of tattle bad 0.46 of tattle load W < 2" Bevel cul 0.72 of table load 0.46 of table load 2" < W < 6" Bevel cul 0.85 of table load 0.41 of table load 2" < W < 6" Square cul 0.46 of table load 0.41 of table load W > 6" Bevel cut 0.85 of table load 0.41 of table load Acute side apeclfy angle Top View HHUS Hanger Skewed Right Joist must be bevel cul) AB joist nails installed on the outside angle (non-acute side). Face -Mount Hangers These oroducts are available with add tonal corrosion , These products are approved for installation wnh the Strong -Drive protection. For more information. see P. 18. SD Connector screw. See pp. 39-40 for more information, a a a SIMPSON Stroil Model Na Min. Heel111cighi I Dimensions (In,) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code RefGa. CarryingWH8 Member CarriedIMember Uplift Floor Snow Roof Wind 160) 1 (100) 1 (115) 1 (125) (160) Uplift 160) Floor Snow 1 (100) 1 (115) Roof Wind1 (125) (160) Double 2x Sizes LUS24.2 2'/. t8 3'b 314 2 4)16d m 16d 440 800 910 985 1,250 380 680 780 845 1.070 WS26-2 HlIUS26.2 4%6 444. 18 1 3'b 4'b 1413%, 5% 2 3 4)16d 14 )166 4j 16d 6) l6d 1,165 1,030 1,180 1,280 1,625 1,OD0 880 1.010 1,090 1,385 1,550 2.785 3,155 3.405 4,265 1,335 2.390 2,710 2.925 3,665 17, L17, FL HGUS26.2 4%. 12 344 5'/4 4 1 20)164 M 16d 2.155 4.355 4,575 5,230 5.575 1,855 3,750 4,200 4,500 4,795 H00026-2-SDS3 5% 12 344 5A. 4 12):': x3 -SDS 4)'/.'x3"SDS 1,635 5,040 5,565 5565 5.565 1.175 3.630 4,005 4,005 4,005 FL WS28-2 44f6 18 314 7 2 6)164 4) l6d 1,165 1.315 1,500 1,625 2.060 I. 00 1,125 1,285 t,390 1,765 14HUS28-2 644 14 344 71A 3 163 16d 2,000 4,210 4,770 5,140 6,440 1,720 3415 4,095 4,415 5,375 17, 07, FL HGUS28.2 Me 12 3ii. 744 4 A 16d 12116d 3.235 7,460 7,460 7,460 7,460 2,765 6.415 6,415 6.415 6.415 HGU028-2-SDS3 7'/. 12 341. 1 7Yi. 4 20)7: x3'SDS 6)7:x3"SDS 2,565 7,338 7,330 7,330 7,330 1,845 5,280 5,280 5,280 5,280 FL LUS210-2 6'n6 18 31h 9 2 8)16d 6)16d 1,745 1,830 2090 2.265 2,870 1,500 1,565 1,785 11,935 2,455 HHUS210.2 84E 1413416 8'h 3 163 0)16d 1, 5,635 6,380 6.880 17.165 13525 4,835 5,270 5,380 5,765 17, LI7, FL HGUS210-2 HGU02 10.2-SDS3 894 919 12 3456 934 12 345, 9V.1 4 4 1 46)16d 28) 7: x 3' SDS 06)16d 1m -/. x 3' SDS 4,095 9,100 9,100 9,100 9,100 3,525 7,465 7,730 7,825 7,825 3.440 7,415 7,415 7,415 7,415 2,a75 5.340 5.340 5.340 5340 FL Triple 2x Sites HGUS26.3 41%. 12 4144 5'h 1 4 1 M l6d 8) 16d 2,155 4,355 14,875 5,230 5575 1,855 3,750 4,200 4,500 4,795 17, L17, FL HGU026-3•SDS4.5 5% 12 4'41. 1 51h 1 4(12)'/.' x 4'h' SDS (4) 7: x 4 e SDS 1,635 5,040 5,165 5,165 5,165 1,175 3,630 3,720 13.720 3,720 FL HGUS28.3 6'34 12 4'45. 71 1 4 1 M 16d 12116d 3,235 7,460 7,460 7,460 7,460 2,785 6,415 6,415 6,415 6,415 17, U7, FL HGU028-3-SD54.5 77. 12 4141. 71A 4 x 4'h' SDS x 4'h' SDS 2,565 8,400 9,175 9.175 9.175 1.845 6.050 6.605 6.605 6.605 F, HGUS210.3 8'34 12 4144. 9'/. 4 46)16d 16)16d 4,095 9,100 9,100 9,100 9,100 3 525 7,825 7,825 /,825 7,825 17, L17, rL HGU021D-3-SUS45 915 12 4'94. 97. 4 (LB %*x 4W SDS 8O'/: x41,7 SDS 3.440 9,145 9,/45 9,745 9,745 2,475 7,015 7,015 /,01b 1.015 IL HGUS212.3 1041 12 4'45. ID•:: 4 163 16d 5,045 9,600 9,600 9.600 9,600 4,335 8,255 8,255 8,255 8,255 17, L17, FL HGUS214.3 12% 12 4'44. t2`: 4 1Gd Z 16d 5,515 10.100 10.100 10.100 10,100 4,745 8.685 8.685 8.685 8.685 Quadruple 2x Sizes HGLIS26-4 5'h 12 644. SLS. 4 16d 8)16d 2.155 4355 4,875 5.230 5575 1,855 3.750 4,200 4,500 4,795 17, 07, FL HGU026-4•SDS6 515 12 644, 5'/4 1 4 12)1/4x6'SDS 4)'/: x6'SDS 2,375 5,040 5.165 5,165 5,165 1,710 3.630 3,720 3.720 3,720 FL HGLIS28.4 77. 12 644 1 744 4 30)166 12116d 3.235 7,460 7,460 7,460 17,460 2,765 6.415 6,415 6,415 GATS 17, U7, FL HGU028-4•SDS6 77. 12 6446 744 4 t0) 7.' x 6' SDS 6)'/.' x 6' SDS 4,020 8,400 8,660 8.86018.860 2890 6.050 6.380 6,380 6.380 FL HGUS210.4 9'/. 12 644. 945. 4 46)16d 1606d 4,0959100 9,100 9,100 9,100 3,525 7,825 7,825 7,825 7,825 17, L17, FL H000210-4•SDS6 9% 12 644. 934 4 281'/: 116* SCIS 0117: x6"SDS 4170[Ij02:6:0010,26010,260 .0.260 3,000 7.385 7,385 7,385 7,385 FL HGLIS212-4 HGL15214.4 10% 1216% 10% 1245 12 644 1244 4 4 56)16d 66)163 Rio 16d 5.0459,600 9,600 9,600 9,600 4.335 8Z5 8,255 8.255 8,255 22)164 5,515 10.100 10.100 10.100 10,100 4,745 8,685 8.685 8,685 8685 17, L17, FL 4x Sizes _ LUS46 436 18 344. 4Y. 2 4)164 4 16d 1,165 1,30 11,180 11,280 1,625 1,000 880 1,010 1,090 1,385 HGUS46 4'/4 12 3% 4'44 4 20)164 8)16d 2,155 4,355 4,875 5,730 5,575 1,855 3,750 4,200 4,500 4,795 17, L17, FL HHLIS46 445. 14 3% 5356 3 14)16d 16d 1.550 2.790 3.160 3.410 4.265 1,335 2390 2.710 2,925 13.665 HGU04G-SOS3 5.4 12 3% 4rh 4 12)1/' x 3' SDS 4) %' x 3" SDS 1,635 5,040 5.165 5,165 5,165 1,175 3,630 3,720 3,720 3,720 ri_ LUS48 44 18 344, 64'. 2 6)16d 4) 16d 1,165 1,315 1,500 1,625 2.060 I.0DO 1,125 1,285 1,390 1,765 HUS48 HHUS48 fi5i 61h 14 344 7 14 3% 714 2 3 6 16d 22)16d 16d 8) l6d 1,550 1,595 1,815 1,960 2,470 1,550 1,365 1_555 1,680 2115 2000 4,215 4,770 5.150 6.440 1,720 3.615 4.095 4,415 5535 17,L17,FL HGJS48 HGU048•SDS3 6'n, 77. 12 344 1714, 12 39L 614 4 1 4 06116d 20)'/.' x 3' SDS 12116d 6)'/.'x3' SDS 3.235 7,460 7,460 7,480 7,460 2.765 6,415 16,415 8,415 6,415 65 7,330 7,330 7,330 7,330 1,845 5,280 5.280 5.280 0255.28 rL IUS410 67. 18 344. 835 2 163 16d 1,745 1,830 2,090 2,265 2,870 1,500 1.565 1,785 1,935 7,455 HHLIS410 8% 14 3% 9 3 401163 10)16d 3.745 5.640 6.385 6.890 7,165 3,440 4,835 5.480 5.910 6,165 17, LIT FL HGLIS410 8%6 12V9AA6(46) i6id 16)16(1 4,095 9,100 9.100 9,100 9100 3,525 7,825 7,825 7,825 7,825 IIGU0410-SDS3 9% 12817:x3'SDS 8)14 x3"SDS 3.440 7,415 7,415 7,415 7,415 2,475 5.340 5.340 5,340 °,340 FL HGUS412 101/4 12()().9,600 9,600 9.600 9,600 4345 8,255 8,255 8,255 8255 17, L17, FL HGUS414 11% 12(6G)t6d RZ)16d 5,515 10.100 10.100 1000 10.100 4,745 8,685 8.685 8.685 8b85 1. Udkit bads have oeen increased for wind or earthquake baring with no funher increase allowed. Recuce where other bads govern. 2. Wind (160) is a download rating, 3. Mni turn heat height shown is required to achieve full table bads. For less than minimum heal height, see technical brlaiin T-C-REDHEEL at strongtie.com. 4. Truss chord cross -grain tension may 1 m4 allowable bads in accordance with ANSVrPI 1-2007. Simpson Strong -710 Connector Selector- Software includes the evaluation of cross -gran tension nils hanger allowable bads. For additional Fdonnalion, contact Sr-lpson Strong-T,e, 5. Simpson Strorg-Tiol STrong•Drivea SDS Heavy -Duty Connector screws are permitted to be retailed through metaltruss plates as approved by the Truss Designer, provided the requirements of ANSVrPI 1-20'4 Sections 7,5.3.4 and 9.9.2 are met (pro -drilling required through the plate using a max mum of W bill). 6. Su«g-Drive SDS Heavy -Duty Corvnector screws that penetrate all Ow of the supporting girder (screws must pene:rate a mnirrum of 1' into the list truss PM may also be used to transfer the bac through all the des of tf•e suoponing girder. When Stri npOrive SDS HeavyO ity Connector sev" do rot penetrate all lies of the supponng g rder truss. supplemental Strong -Drive SDS Heavy -Duty Carneelor scoks of one hanger lomlbns may be roqured to mister the land to the truss pies rot penetrated by the face fastener. as determined by the Cesigner. 7. The supporting girder truss must have adequate thickness to accommodate the screw length, so that the screw does nct protrude out the back of :he girder. 3'- or 4'h'-1png Strong -Drive SDS Heavy -Duty Connector screws may be substituted for the longer Slrorg-Drive SDS Heavy -Duty Connector straws with no bad reduction. 9. Loads shown are based on min mum of 2 -Py 2x carrying member for naiad hangers. With 3x carrying members, use 16d x 2W nail into the header and 16d commons into the past with ro load reduction. With single 2x carrying members, use 10d x 1 W nags into the header and 10d commons into the joist, and reduce the lood to 0.64 of the table value. 9. Nods: 16d a 0.162' dia. x 31A* long. See pp. 26-27 for other na-1 sizes and Information. 237 238 Simpson Strong -Tie' Plood Construction Connectors K!M i Face -Mount Truss Hanger The HTU face -mount truss hanger has nail patterns designed specifically for shallow heel heights, so that full allowable bads (with minimum nailing) appy to heel heights as low as 3?A*. Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Alternate allowable bads are provided for gaps between the end of the truss and the can) ing member up to W max. to allow for greater construction tolerances (maximum gap for standard allowable loads is 1b' per ASTM Di 761 and D7147). See technical bulletin T-C-HANGERGAPS at strongtie.com for more information. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners; see General Notes Can be installed filling round holes only, or filling round and mangle holes for maximum values See abernale installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or HTU210 on a 2x6 carrying member for additional uplift capacity Options: HTU may be skewed up to 671h•. See Hanger Options on p. 239 for allowable bads. Sse r rx3ineering Iellfi L -!.F TUSD at strongtie.com for rn•,talation w,Un St,•ong-Drr:e° SD fastenei3. Codes: See p.14 for Code Reference Key Chari h' max. gap between end of truss and carrying member HTU Installation for Standard Allowable Loads For 1h* mawmum gap, use Alternate Allowable loads.) Pr These products are approved ter butaJDtlon with the Strong -Drive* SD Connector screw. See pp. 39-10 for more inlamatbn. Standard Allowable Loads (1/8" Maximum Hanger Gap) SIMPSON S1;I'OII 7,=T C Alternate Installation - KTU28Installed on 2x6 Carrying Member H77J270 similar) Model No. Min. HeelHeight I Dimensions (In.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code W H B Cartying Member Carried Member Up10t Floor 160) (100) Snow 115) Root 125) Wind 160) UDlift 160) Floor 100) Snow 115) Root 125) Wind 160) Rel. Single 2x Sizes HTU26 31h 1% 5%6 31h 20) l6d 11)111d x 1'h' 730 2.940 3,045 3,045 3,045 630 1,920 1.920 1920 1,920 HTU26 (Min.) 37A 1% 57/6 31h 20)16d 14)10d x 11h' 1.250 2.940 3,200 3,200 3.200 1.075 2.015 2,015 2,015 2.015 1111126 (Max.) 51k 1 1% 5%6 3'h 2D) l6d 20) 10d x 1'h' 1.555 2,940 3,340 3,GW 4,010 1.335 2,530 2,870 3.095 3,450 17 111 U28 (Min.) 7Y6 31h 26)16d 14)10d x t h' 1,235 3.620 3,895 3,895 3,895 1,060 2,920 2,920 2,920 7..920 017, HTU28 (Mai.) 754 3h 26) 16d 26)10d x 1'h' 2,140 3.620 4.340 4,6;80 5,435 1,840 3.285 3.730.025675FL HTU210(Min.l 13%1% 954 3h 32116d 114)10d x 1 h' 1,330 4,355 4.355 4,355 4,355 1,145 3,265 3,265 3.265 3,265 HTU210(Max.) 914 316 32116d d2)10d x 11h' 3,315 4.705 1 5,345 5,760 5,995 2,850 4,045 4.595 1 4,955 5,155 Double 2x Sizes HTU26-2 (Min.) 37h 331& S4 31h 20)16d 14) 10d 1.515 2.940 3,340 3,600 3,910 1 1.305 2,465 2,465 2,465 2,465 HTU26-2 (Max.) 5'h I 315& 574 3'h 20)16d 20)10d 2.175 2 040 3,340 3,600 1,870 2,530 2,870 3.095 3,855 HTU28-2(Mum) 3h 31St 7H& 3h 26)166 14)10d 1,530 3.620 4.310 4,310 1,315 3,235 3.235 3,235 3.235HTU28-2 Max.) 7%. 3% 714 3 h 26)16d 26)S0d 3.485 3.620 4,340 4.680 t 2,995 3.285 3,730 4.025 5,030 Ft.FLIITU210.2 Mum) 37h 335& 9)4 3h d2) l6d 14)10d 1.755 4,705 4,815 4.815 1.510 3,610 3,610 3,610 3.610 HTU210.2 (Max.) 9Yx 3% 914 3h 32) 16d 32)10d 4,110 4,105 5,345 5.760 3.535 4,045 4.595 4.955 6,190 1. The maximum hanger gao is measured between the joust (or truss) enc and the carrying rmemoer. 2. Minimum heel heights required for tug table bads are based on a minimum 2/12 prem. 3. Uplift has been increased for wind or earthquake leading with no further increase allowed; reduce where other bads govem. 4. Wind (1631 is a downbao rating. 5. For hanger gaps tetween h' and h', use the Alternate Allowable Loads. 6. Trues chord anal-gia rn Imsron may I,rnk allowable Inerts h arlpnfan(,n with ANSVTPI 1 20's. Simpson Strong -Tie° Connector Selector - Software includes the evaluation of cross -grain tension in its hanger allowable bads. For adoitbnal information. contact Simpson Strong -Tie. 7. Loads shown are based on a muxmwrn 2 -ply 2x carrying member. For single 2x carrying members, use N10 (10d x 1 h') nails into the header and reduce the abnvable download to 0.70 of the table value. The allowable uplift is 10010 of the laola bad. S. Nails: 16o - 0.162' ilia. x 31A' long. 1Cd - 0.148' dia. x 3' long. 10d x 1 h' _ 0.148' dia. x 1 h' long. See pp. 26-27 for other nail sizes aM information. UPDATED 04117117 Simpson Strong -Tie- Wood Construction Connectors Face -Mount Truss Hanger (cont.) PF These products are approved for installation worth tie Strong -Drive` SD Connector screw. See pp. 39-40 for more nfonnation. Alternate Installation Table for 2x4 and 2x6 Carrying Member SIMPSON strongTle t, See table above for dimensions and add tional footnotes. 4. Nails: 16d = 0.162' da. x 3 h' king, 106x1 h = 0.146' da. x 1'h' long. 2. Maximum hanger gap for the alternate installation is h'. See pp. 26-27 for other nad saes and information. 3. Wind (160) is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model No. Min Minimum Fasteners I DF/SP Allowable Loads HTU26 51 SPF/HF Allowable Loads 14)10d x 1'h' CodeModel No. Heel Helght B Cemrber Carried Uplift 00) I Snow Roof 1r160 Uplift Floorind 1151 11025) 16) ind Ref. 57 in.) Member Member Member 160) 1 115) 125) HTU26 2 60) 00) 115) 125) HTU268 31h HTU26 (Min.) 3'h 1212.4 10)16d 14)10d x 1'h" 925 1,470 1,670 1,800 2.040 795 1,265 1,435 1,550 1,755 31A HTU26 (Max.) 5'h 2) 2x4 10)16d 2)10d x 1 e 1,310 1,470 1 1,670 1,800 2.250 1,125 1,265 1,435 1,550 1,935 17, HT528 (Max.) 7Y. 2)2.6 2) l6d 26)10d x t e 1,970 2.940 1 3,340 3.600 3,905 1,695 2.530 2,870 3.095 3,360 FLFl. HTU210 (Max.) 1 14) 10d x ilk' 20)16d 32)10d x 1 h' 2,760 2,940 1 3,340 3,600 3.905 2,375 2,530 2.870 3,095 3.360 7Y. t, See table above for dimensions and add tional footnotes. 4. Nails: 16d = 0.162' da. x 3 h' king, 106x1 h = 0.146' da. x 1'h' long. 2. Maximum hanger gap for the alternate installation is h'. See pp. 26-27 for other nad saes and information. 3. Wind (160) is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model No. Mini Height Dimensions (m.) Fasteners I DF/SP Allowable loads HTU26 51 SPF/HF Allowable Loads 14)10d x 1'h' Code W H B Cemrber Member UpI It 60) I Floor 100) Snow 115) RoofCarriedI1251116) 6ind l) ift ) 1151 11025) 160) Ref. 57 32)166 26 10d x l h' 2.715 3,175 Single 2x Sizes 2.730 51-67h (32)16d (22)10d x1 W 2,005 3,040 1.725 2,615 HTU26 2 51 2)16d 14)10d 1,335 HTU268 31h 1% 5%. 31k 20)16d 11)10dxIYl 610 2,/35 1 2,735 2,/3S 2,/3S S/S 1,/25 1,/25 1,/25 1,/25 HTU2t0 2 HTU26 (Min.) 31A 1% 5%, 31h 20) 16d 14)10d x 1'h* 1,175 2,940 3,100 3.100 3,100 1,010 1.955 1.955 1,955 1,955 HTU26 (Max.) 51h1!4 5'A6 3'h 2)16d 2)10d x 11h' 1,215 2 ,940 3,340 3,600 3,760 1,045 2.370 2,370 2,370 2,370 17, HTU28 (Min.) 31h 1% 7'Ac 3 h 26)16d 14) 10d x ilk' 1,125 3.770 3,770 3,770 3,770 970 2,825 2,825 2,825 2,825 L17, HTU28 (Max.) 7Y. 144 714 3% 26)164 26) 106 x t W 1.920 3,820 4,340 4,680 5,015 1,695 3,285 3,730 3,765 3.765 FL HTU210 (Min.) 3h 144 954 31h 32)164 14)10d x 1 h' 1,250 3.600 3.600 3,600 3,600 1,075 2.700 2.700 2,700 2.700 HTU210 (Ma..) 9'h tyi 9'A. 3'h 321166 32 106 x 1'f.' 3.255 4,705 5,020 5,020 5,020 2,800 3,765 3,765 3.765 3,765 Double 2x Sixes HTU26.2 (Min.) 31h 335. 5'A. 31h 20)16d 14) 10d 1,515 2,940 1 3,340 3,500 3,500 1 1,305 2.205 2,205 2,205 2.205 HTU26-2 (Max.) 51h 345: 5'A6 3% 20)16d 2)10d 1,910 2,940 3,340 3,500 3,500 1,645 2,205 2,205 2,205 2,205 HTU28-2 (Min.) 3% 344 7A. 3% 26)16d 14)10d 1,490 3,820 3,980 3,980 3,980 1,280 2.985 2,985 7,985 7.,985 17, HTU28-2 (Max.) 7'/. 315. 735. 31h 26)16d 26) 10d 3,035 3.820 4,340 4.680 5,555 2.610 3,285 3,730 4,025 4,165 FLR. HTU210.2 (Min.) WA 331. 934 31h 32)16d 14)10d 1,755 4,255 1 4.255 4,255 4,255 1,510 3,190 3,190 3.190 3,190 HTU210-2 (Max.) 9'/. 335. 9%. 31/, 32)166 32)10d 3,855 4,705 5,345 1 5,760 6.470 3,315 4.045 4,595 4,855 4,855 See :able footnotes on p. 239. Options: See Hanger Options information on pp. 121-123. Skewed Seat Skewable up to 67th•. Available b1 single and 2 -ply size. No bevel cul required. Allowable Loads for Skewed HTU Hangers Model No. Fasteners DFL/SP Allowable Loads'.' NF/SPF Allowable Loads.' Skew Angle Degree) Carrying Carried Uplift Download Uplift Download Member Member (1331160) (100/115/125) (1331160) (1001115/125) HTU26 51 20)166 14)10d x 1'h' 1,315 2,945 1,130 2,530 51-67'h 166 121104 x 1'h' 970 2,595 835 2,230 HTU28 51 26)16d 20)10d x 1 h' 2,015 3,060 1,730 2.630 51-671h 6)164 (17) 10d x 1 e 1,495 2,815 1 1,280 2.420 HTU210< 57 32)166 26 10d x l h' 2.715 3,175 2,335 2.730 51-67h (32)16d (22)10d x1 W 2,005 3,040 1.725 2,615 HTU26 2 51 2)16d 14)10d 1,335 2,555 1,145 2.200 51-67h i6d 12)106 1,110 2.700 955 2.320 HIU28-2 51 26)16d 2)10d 2,470 3,890 2,120 3,345 51-67% 6 166 7 10d 1,710 3.775 1,470 3.245 HTU2t0 2 51(32)166 L2 6)tOd 3,600 4,935 3,100 4,245 51-671h (32)164 (22) 1D 2.255 4,790 1,940 4.120 flange flange swe 0, Specify angle Top View HTU Hanger Skewed Right < 51 p• \ , f Speury angle 51• to 6Tfe' 1. UpNt Ioaels have been krcruased for word or 3. Maxkrurn harper gap tibrween end of plot (lauss) and face of Top View HTU Hanger earthquake kxadng with no further increase carrying member a 1S'. Skewed Right 2 51 • a0cwed. Reduce where other bads govern. 4. Nails: 16d = 0.162' dm. x 3h' long, 1 Ddx t 1h = 0.148' dia. x 111' long. 2. Allowable downloads may not be increased, 10d = 0.148' dia. x 3' big. See pp. 26-27 for other nad Sim and information. 239 Simpson Strong -Tie 'Wood Construction Connectors Adjustable Truss Hangers This product is preferable to similar connectors because of a) easier Installation, b) higher bads, c) lower installed cast, or a combination of Meso features. The THA canes have extra long straps that can be field -formed to give height adfustab lrty and top flange hanger convenience. THA hangers can be installed as top flange or face mount hangers. THA4x and THA2x-2 models feature a dense nail pattern in the straps, which provides more installation options and allows for easy top flange installation. Material: See table Finish: Galvanized. Some products available in LMAXe coating, see Corrosion Information, pp. 15-1 Installation: Use all specified fasteners; see General Notes. The following installation methods may be used: Top Flange Installation — The straps must be field formed over the header - see table for minimum top flange requirements. Install top and face nails according to the table. Top nails shall not be within % from the edge of the top flange members. For the THA29, nails used for joist attachment must be driven at an argle so that 11Kiy penelrate through ifVJ W I W of the joist al KJ into the header. For all other top flange installations, straighten the double shear nailing tabs and install the nags straight into the joist. Face Mount Installation — Instal all face nails according to the table. Not all nail holes will be tilled on all models. On models where there are more nail holes than required, the lowest four face holes must be filed. Nails used for the joist attachment must be driven at an angle so that they penetrate through the corner of the joist into the header. Alternate Installation — The THA 4x hangers may be installed in a top flange configuration using the tabulated fasteners for face -mount installation and achieve the face mount installation bads. Instal the tabulated face nails into the face and top of the carrying member. Nails used for the joist attachment must be driven at an erx)le so that they penetrate through the corner of the joist into the header. Uplift — Lowest face nails must be filled to achieve uplift bads. Options: THA hangers available with the header flanges turned in for 3W (except THA413) and larger, with no bad reduction - order THAC hanger. Codes: See p.14 for Code Reference Key Chart tura TIUC422 Mill, TM422-2 TIU4262 6THAC422 Face nails Top per table per L IY.' yelral 2W 22.2 Y and 1MM262 THA418 Double 4x2 — Use h0 table value Single 4x2— See footnote 3 shear naUng tabs and install naffs slralphl into the loist Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation of THA422 SIMPSON StrongTie 2 tate nails Total) 4 toll nails low) strarghtenthe double shear nailing tabs and instal nails stratpht Typical THA422 Top Flange Installation on a 4x2 Floor Truss Mount Installation Typical THA29 Top Flange Installation 229 e Double- IDoubkrShear Nailing I Dome Double -Shear Nadng side vevr ShM Side View. Avarlabte on Na.ing 144 Donotsoma r•.rodeh) Top View bend tab i y5 U.S. Patent 5.603.580 SIMPSON StrongTie 2 tate nails Total) 4 toll nails low) strarghtenthe double shear nailing tabs and instal nails stratpht Typical THA422 Top Flange Installation on a 4x2 Floor Truss Mount Installation Typical THA29 Top Flange Installation 229 Simpson Strong -Tie Wood Constnuc.'ion Connectors Adjustable Truss Hangers (cont.) These prooucts are available m;h additional corrosion protection For more Wormatrbn, see P. 18. 230 SIMPSON Strong -Tie Model No. GaM p` Flange n. Header Depth Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Rel. hoenslons'ln,' Carrying Member Corned Member UDllft 160) Floor 100) Snow 115 oo1 125) In Wind 160) Uplift 160) Floor 100) Snow 115) Rool 125) Wind 160) Top Face Straight Slant Top -Flange Installation' THA29 18 1st 994 5h 2'/6 - (4) 110d 4)10d 4) 10d 560 2,260 2,310 2.350 2,350 480 1,740 1,785 1,815 1,815 THA213 18 1st 133%6 5h 1'h - (4)10d 2)10d (4)1Dd x 1 h' - 1,615 1.615 1,615 1,615 - 1.280 1,280 1,280 1.280 THA218 18 1% 173%6 5'h 2 - (4)10d 2)10d (4)10d x 1 h' - 1,615 1,615 1,615 1,615 - 1,280 1,280 1.280 1,280 THA218-2 16 3'b 171ym 8 2 - (4)16d 2)16d 6)10d - 2,245 2.245 2,245 2,245 - 1,935 1.935 1,935 1,935 18, L15, THA222-2 16 3% 2234 8 2 - (4) 16d 2)16d 6)10d - 2.245 2.245 2,245 2,245 - 1,935 1.935 I,935 1,935 FL 7HA413 18 3% 13%,141,1 1 h - (4)10d 2)10d 4)10d - 1,615 1.615 1,615 1,615 - 1,280 1,280 1,280 1,280 THA418 16 3% 171h 71A 2 (4)16d 2)16d 6)106 2,245 2,245 2.245 2.245 - 1,935 1.935 1,935 1.935 THA422 16 3% 22 lit 2 - (4)16d 2)166 6)10d - 2,245 2,245 2.245 2.245 - 1,935 1,935 1,935 1,935 THA426 14 3% 26 71A 2 - (4)16d J4) 16d 6)1fid - 2,435 2,435 2,435 2,435 - 2,095 2,095 2,095 2,095 FL THA422-2 14 71/. 22114 9% 2 - (4)16d 4)16d 6)16d - 3.330 3.330 3.330 3.330 - 2.8155 2.865 2.865 2,865 F1,170 THA426-2 14,71/. 2654 9% 2 - .(4) IN 4)16d 6) IN - 3,330 3,330 3,330 3,330 - 2.865 2,865 2.565 2,865 FL 170 Face -Mount Installation' THA29 18 1% 9'14 51,6 9114 - 16)10d 4) l0d 560 2,125 2,310 2,350 2.350 480 1,740 1,785 1,815 1,815 THA213 18 1% 1334 51A 1334 - 14)10d 4)10d 1,170 1.955 2.020 2!/65 _A5 780 1,680 1.735 1.7/5 1 775 THA218 18 1% 1734 51h 17346 - 18)10d 4) 10d 1,170 1,955 2020 2,0 N5 2,065 780 1,680 1,735 1,775 1 775 THA218-2 16 3'b 17114 8 14546 - 22) 16d 6) 166 1,855 3695 3,695 3,695 3.695 1.595 3.185 3,185 3.185 3.185 18. L15. THA222-2 16 3'h 224;6 8 14146 - 22) 1&1 fi)16d 1,855 3figs 3,695 3,695 3,695 1,595 3.105 13,1 BS 3,185 :1,185 FL 7HA413 18 3% 135%6 4'i, 13% 14)10d 4) 10d 1,170 1,940 2.,235 2,400 2,400 780 1,660 1,910 2,075 7.,210 THA418 16 3% 17% 7% 1414 - 22)16d 6) 16d 1.855 3,695 3,695 3,695 3,695 1,595 3,185 3,185 3.185 3,185 THA422 16 5% 22 714 149i6 - 22) 16d 6)16d 1,855 3,695 3.695 3,695 3,695 1,595 3,185 3.185 3.185 3.185 THA426 14 3% 26 7% 16346 - 30)166 6)16d 1,855 4,480 4.430 4,480 4, 89 1.595 3.1:155 3.855 3,855 3 655 FL THA422-2 14 71br 22114 9% 1634 - 30)16d 6) l6d 1,855 5,160 5,520 5.520 5,520 1,595 4.440 4,745 4,74514,745 FL,170 THA426-2 t4 7y. 26566 93. 18 - 1 (38)16d 6)166 1.8555 5205,520 5,520 5,570 1,595 4.745 4,745 4,745 4.745 FL,170 1. UPI It has been n creased 60% for wrd or earthquake loading w sh no further increase slowed: reduce where other bads govern. 2. Wind (160) is a downbao rating. 3. For Single 4x2 top Chord Carrying marnoers or single 2x nailarS. the following THA hangers can be installed using 10d x 1 h' top nails and (2) 16d two nails with reduced allowable bads as noted: THA418/11-IA422: 1,415 to. for DF/SP, 1,215lb. for SPF, THA426: 2.245 Ib. for DF/SP ,1,930lb. for SPF, THA422-2/THA42rr2: 2,345 Ib. for DF/SP 2,015 Ib. for SPF. Loads are bases on hanger installations at panel points. 4. Face -mount installation beds are based on minimum of 2 -ply 2x carrying member. For srrgle 2x carrying members. use 10d x 1 b' nails into the carrying member and tabulated faslerers into the Carried member, anc use 0.80 of the table valor for 18 gauge. and 0.68 of the table value for 16 gauge and 14 gauge. 5. Min. Top Flange refers to the ntinimum length of strap [hal must be field forced over the header. B. For the THA 2x models, one soap may be installed vertx:aly according to the face mount nailing requirements and the other strap wrapped over the truss Chord according to ine top flange nailing requirements (see drawing on p. 229) ane oohieve full tabulated top flange installation bads. 7. Nails: 16d = 0.162' dia. x 31h' long. 10d = 0.148' dia. x 3 lor'9. 10d x 114' = 0.148' da. x 1 h' long. See pp. 26-27 for other nail sizes and nforrration. THAR/L422 Skewed Truss Hangers Designed for 4x2 floor trusses and 4x beams, the THARIL422 has a standard skew of 45•. Straps must be beret for lop flange installation. PAN nailing helps eliminate splitting of 4x2 truss bottom chords. Material: 16 gauge Finish: Galvanized Installation: Use all specified fasteners: see General Notes Straps must be field -formed over the header a minimum of 2'h" Minimum and maximum nailing configurations available — see table for nailing requirements Codes: See p.14 for Code Reference Key Chan THAL422 SIMPSON Stro>>tgTie Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord 1, Uplift has been increased for wird or earhquake loading with to i;nher increase allowed: rec ice where other bads govem. 2. Roof lords are 125% of floor loads unless bmiteo by other criteria. Fkor bads may be adFusfecl for bad durations a:cording to the code provided they do not exceed those in the roof column. 3. Whe'e the top of the carried member is Gush with the lop of the carrying member, fate is equal to the depth of the cameo member. 011herwse, KA shag be measured horn the topof the bearing seal to the top of the carrying member. 4. Nails: 10d = 0.148• dia. x v ling, led x 1 W = 0.148• dal. x 1 h' ling, Soo pp. 26-27 for other nail szes and informalipn. 241241 Dlmenslons MInoD V Fasteners- S¢ DF/SP Allowable Loads SP /H A owabk loads- Model Na in.) EllecthreIChonNelght Garrymg H0 Carrymp;Mcmbcr f Ga,riediMcmbcr raa. r - ar r., . , Up 11 FbOr now Rool Up[!![ s'• FF,,bor S,ow aAvRoof Code tliel. w H C Membu TOD• `StiafpAt SWnir.. 160) (100 (115 (125) i60 0(t00j (1a3'y(125r, r Single 9min. 4) (2) (1) ) 880 880 880 755 755 755 THAR/L422 Clio) 16 3% 22% 8 4x2 toil x 1 h' toil x 1!i" 10d x 1 h" toil x t'h' 18. DoudeH>1 2) 1,525 1,525 1.525 1.315 1.315 1.315 4x2( 4)10d 2)10d (1)10d IOdx Ph' LIS. 1,090 1,090 1,090 935 935 935 FL HA Z 81 IZoude • 9 +';(4 1 Wd2' I 10 67 67 6'S p265` fes. 40 1g4a0rrY,4'40Mm2: 8 OdY' 1, Uplift has been increased for wird or earhquake loading with to i;nher increase allowed: rec ice where other bads govem. 2. Roof lords are 125% of floor loads unless bmiteo by other criteria. Fkor bads may be adFusfecl for bad durations a:cording to the code provided they do not exceed those in the roof column. 3. Whe'e the top of the carried member is Gush with the lop of the carrying member, fate is equal to the depth of the cameo member. 011herwse, KA shag be measured horn the topof the bearing seal to the top of the carrying member. 4. Nails: 10d = 0.148• dia. x v ling, led x 1 W = 0.148• dal. x 1 h' ling, Soo pp. 26-27 for other nail szes and informalipn. 241241 Simpson Strong -Tie Wood Construction Connectors SIMPSON THJA26 5tI0111gT10 Hip/JackTrussHanger The versatile THJA26 can accommodate right- or left-hand lips (at 45 -degree skews), and can be installed before or after the hip and jack. Can also be used for double (terminal) hips. Material: 14 gauge Finish: Galvanized Installation: Use all specified fasteners: see General Notes. Ag multiple members must be fastened together to act as a single unit. Shall be attached to a double girder truss to allow for required minimum nag penetration. See footnote 3. Options: These hangers cannot be modified Codes: See p.14 for Code Reference Key Chan 11: tvpA pmNnl7 Top View Left -Hand Hip Installation THJA26 Top View Right -Hand Hip Installation Typical THJA26 Installation Top View Terminal Hip without Center Common Jack j4 ; ', . y- Fawners 3 ; ,° • `, . •.: DF/SP Aguwa Is lois NEW F/H1F Apourablfi loads { c+ Model No Cartyng Hmp' a Carriiid; Via• Alembi plifl al Wind Uptlll t : Floor Sriow Roof " WInA Code el ' Membe 1u'+ 160)5) 1 U Hip 720 2.010 3.0801 50 2,450 590 1,740 2,000 2,100 2,100 THJA26 1201 16d 6)10dx1'h' 4)10dxll Jed = t 40 81 6 0 ; FL Total 960 65 3,265 785 2,320 2,670 2.800 2,800 1. Uplift bads have been increased for wad or eanhauake loading with no further increase allowed; recuse where other bods govern. 2. W40 (160) Is a download ia:r41. 3. Loads shown are based on a minlmum (2) 2x6 carrying ^emberw. For single 2x carrying members (min. 24). use 10d x 114' nails and use 0.67 of the table value For (2) 2x4 carrying members, rn ufnpy the download by 0.50. 4,16x1 sinkers (0.148' dia. x 31W Ixmg) may be substituted for :he specified 16d commons at 0.95 of the fable bad. 5. Tabibed hip ane jack allowable bads assume lnat 75% of the total bad is distributed to the hip and 25% to the jack. If i4 permitted to distribute 65% to 85% of the tabulated total bad to the hip, and the remaining percentage of total bad to the lack. The eombired hp and jack bad may not exceed the published Total Lwd. 6. For terminal hips, divide the total allowable bad by 2 to determine the allownile bad for each hip, 7. Truss chord floss -grain tension may hmr, allowable bads in accordance with ANSVfPI 1-2014, Simpson Skorg-Tie• Connector Selector` software inck des IM evaluation of cross -grain tonsion i, its hanger allowable bads. For additional mforrriolon, contact Simpson Strung -Tie. 8. Naib: 16d = 0.162' dia. x 3'b' h_ng, 10d x t 1h' = 0.148' da. x 1W long, See pp. 26-27 for other ned sizes and information. 247 VALLEY FRAMING & BRACING DETAIL 1 umhar 9i7a and Grade Minumurn Reauirnments This drawing apptles to valleys wffh the following conditions: Spans (distant* between heels) 40'4' or Was 4"Mum valley height; f4'-0' LlaxMum moan'roof hefgM: 30 het ASCE 7-05,140 mph. &dosed. Cat II, Exp 6,1=1.0, Kzts1A 0r A Msslmule of ASCE 7-11% 180 mph, Enclosed. Exp 0, KztsLe 4nstall blocklry under rafter a.leepers on not used anstatl Oltieking under cripples N cripples fall Wtween lower truss top chords and lateral bracing is not used. Apply all rolling In accordance to current NOS requirements. Walls an common wire nails unless noted otherwise. _// VA/ma W NO r1soV ALL @a= M 0r=WT Naar net WAVM to ALL Qxr0c s A YY V1 ! NI I•vf .'••nor •t•dv .v 1% 17 am Ia` Oe.wYV t N4nl MtMIgVM,.tt tiw hr.eso eueAaN oQ ioeerhav aa, a7 r ate. a , 0- . A . Mere a O a r .. w a.re ar u .to.n et.•w w a o. ss.t ors.0 .+••r .e.4 •tnr.tw RerR r r+wv CA -1 ry Horde 0" P-td— wp.... d.m..r ery .. te..o.e.tr k ere ,.•e r r..Arat• • n...t.a V'1 ftMr07AQMHY ab w.e.e. e,ry herr. a o. e.ss w r•enee rhn ARITI L r rr Bret A••4 apr.M r` rti. er .• eww MP a ryM O Wr tiA'O Nab .eefa.te. N MMeadvW t.e. b Yv &A q LkMM r ter ntQ/LR 1 Lci ~fie a61uMa.o.e W •rr ` r.a..esny a imq,uoar+s sr .v. sw....wn. •ee uer hr• nrXrd •.as www ..b ere. was, ....ms.nre• m .w.e•a•vv ern ... m earery o>; ...ta.r...s H. No. 70861 if JSTATEOF ; Q TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE Ipples 4'-0^ for 30 Psf (TL) ind 20 psf (TD) MSc o the cdppss for each row "a" from We valleys or shapers vorktng Lwntd to the ridge based so that cripple locations are prod between rows. rym nnection Requirement Notes L6 rakers to skip 416d tob natls. Cripple to rldp 416d toe -roils Cripple to rafter 416d toe -roils s l6d face -nal s Rafter to sleeper arbloWng S16dtornalls Rafter to two Zx6 sleepers 416d toe -nags Skepei to truss 416d we -naps Two 2x6skepers to truss 316d roe -rails each sleeper 8 truss Ridge boird to roof block 416d toe•ro6s Ridge board totruss 416dtoe4halb Puffin to (Typ) 316d toe -mils Tnas to bloc int 416d too-mik Truss to cripple 416d toe•rwRs Truss to cripple 416d toe -rolls Cripple to puffin 3lid toe -nags Collar beam to rafter 416d toe -nags L 16d (0.162- S') COMMON NAILS v (A) (B) r•f TC LL 20 30 40 54 REF VALLEY FRAMING TC DL 10 20 7 7 DATE 10/01/14 BC DL 0 0 0 0 DRWG VACNV1801015 BC LL 0 0 0 0 TOT LD.30 50 47 61 DUR. FAC. 1.25/115 SPACING SEE ABOVE Cracked or Broken Member Repair Detail Load Duration = 0% __ A e.._ n.,. -,.+Inn r r I nad This drawing specifies repairs for n truss with broken chord or web member. This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. contact the truss manufacturer for any repairs that do not comply with this detall. B) - Damaged area, 12' max length of damaged section L) - Minimum naling distance on each side of damaged area (B) S) = Twwpo 2x4 or two 2x6 side members, y sane size, grade, and Minimcles a, sidememberlengths) =P(2XL scab per face. Scab member length (S) must be within the broken panel. Nall Into 2x4 membersusing two (2) rows at 4' o.c., rows stag pored. Nadi Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nall using 10d box or gun malls (0.12810', min) Into each side member. The maximum permitted lumber grade For use with this detail Is United to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail nny not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. S L 4' o c. Typlcal ~ O + O + O + O O + O + O + O + 1 2' Stagger Back Face lod Box (0.1128' x 3', min) Nails' Front Face 2x6 Member - Triple Roww Stagoere Nail Spacing Detail a.VMIO,O•• W on rOUAV Ni MM awes WVW OVW* . ru"M no WVM To N.t. /O W=S amova M WT/uats. lw•r• nN'..rbrn. <sn F IJrY• N•,.FO. Mb W tr• b/rr b I•tw fNr bb•1 •Mts. a.•I KM 4"Ov e•rw•rrM tN.tl' 1MrMtUM1 •Y 1 I W hr Y rnnc1K•• rtr b rrlt w•r Iu ctl..a Wbt.0 Oua /•rw sinewry •r• Nita Ww nrW •WrM•. U. t W •MU Mw tr•r•Iw •tt•Or• Gtm Owe.w .d t My • A•.t7' att.[I. ,{py a t+>esro aVr /r r...o,w„s btM•1 n•WMt •/ Q 1 0 1 Out Mr. OndO MtNtN M' Kil NMs. b. 1/ t• 1K u .00ttJN. Imt1 01ab• b M01 ItL M Yr•• W at w bfw %*.. MM•i Ir •tWW rbb "da— d eta,., •I INN e.•ww.a. Iwe. O.a .rt N resr..tY• Ir ser.q AN 11W mM1MM! U& A-.4' . e'"'r.ew w aiwbiw 4 . ti c i..,...c..ta Nalrtm 4 r /r M•r a ++n ai sn Nts M•rw r sons• M qr.•.p Wa t'a'O Finbs •sc••b,u• H O.M•.4W w Ww' 1. r.s r sablr Ir tMof Vw &AdV4 0050 PW ••p •M•w 7t.• .u•trnl •MOM 1 S"& ~M E NMMat7M7 ar ,.•t .I,. I rN W. 11t'• Y^•+t orb. . W 9w•. •.• Obs. avao •.••te•wtt.ew rn ....en..ew, sttr ....dac:.ar..e, a.ee,e. Il ` I t. REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 Maximum Member Axial Force Member Size L SPF -C HF DF -L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 19600 2315# 2555# Web or Chord 2x6 2230# 2365# 1 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chordi 2x6 4395# 450014 5225# 5725# Web or Chord 2x4 48. . 3460# 3540# 4070# 4445# web or Chord 2x6 5165# 5280# 6095# 6660# Nail Spacing Detail a.VMIO,O•• W on rOUAV Ni MM awes WVW OVW* . ru"M no WVM To N.t. /O W=S amova M WT/uats. lw•r• nN'..rbrn. <sn F IJrY• N•,.FO. Mb W tr• b/rr b I•tw fNr bb•1 •Mts. a.•I KM 4"Ov e•rw•rrM tN.tl' 1MrMtUM1 •Y 1 I W hr Y rnnc1K•• rtr b rrlt w•r Iu ctl..a Wbt.0 Oua /•rw sinewry •r• Nita Ww nrW •WrM•. U. t W •MU Mw tr•r•Iw •tt•Or• Gtm Owe.w .d t My • A•.t7' att.[I. ,{py a t+>esro aVr /r r...o,w„s btM•1 n•WMt •/ Q 1 0 1 Out Mr. OndO MtNtN M' Kil NMs. b. 1/ t• 1K u .00ttJN. Imt1 01ab• b M01 ItL M Yr•• W at w bfw %*.. MM•i Ir •tWW rbb "da— d eta,., •I INN e.•ww.a. Iwe. O.a .rt N resr..tY• Ir ser.q AN 11W mM1MM! U& A-.4' . e'"'r.ew w aiwbiw 4 . ti c i..,...c..ta Nalrtm 4 r /r M•r a ++n ai sn Nts M•rw r sons• M qr.•.p Wa t'a'O Finbs •sc••b,u• H O.M•.4W w Ww' 1. r.s r sablr Ir tMof Vw &AdV4 0050 PW ••p •M•w 7t.• .u•trnl •MOM 1 S"& ~M E NMMat7M7 ar ,.•t .I,. I rN W. 11t'• Y^•+t orb. . W 9w•. •.• Obs. avao •.••te•wtt.ew rn ....en..ew, sttr ....dac:.ar..e, a.ee,e. Il ` I t. REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 JOO: .5M17N,IW -UC FALL NOTE: IF PALLETS OF CONSTRUCTION MATERIAL WEIGHING MORE R E C 0-M M E N D ED SHORING DETAIL 15AREOUIREDRE TO 8E PLACED ON FLOOR TRUSSES, SHORING K CONCENTRATED LOAO DUE TO UPPER -FLOOR CONSTRUCTION MATERIAL. PROVIDE 2'0' CLEARANCE ON•ALL SIDES OF A PALLET. MAXIMUM WEIGHT PE14 PALLCT tS 20000. LOAD MUST BE SPREAD OVER AT LEAST 2 -TRUSSES. - NOTE: SEE APPROPRIATE ALPINE DRAWING.FOR LUMBER. PLATES AND OTHER DATA NOT SHOWN HERE, IS PdDbe DuildineMatciialWis. NOTE TO°INSTALLTAUD TOARROMOYEOTHIS 1/2" gypsum bd. a 2.2 psf/ 1/2" layer' MATERIAL IS TO BE SUPPL1E0 Zr--t- S/a" gypsum bd, - 2.8 psf /'5/8" layer i BY THE CONTRACTOR. A t 15004 CAPACITY 811 coat, block -60 psf/8" layerPOSTS:C•4'0" O;C. masonry brick -38 psf/4" layer2_ 0_ 4-'0- 0 - MINIMUM SUBFLOOR=UNOERLAYMENT *..2000# 2) -2X6 HEADER 4X4 OR ('2)--2X4X4 ' 0" UNDER r TRUSSES WHEN .:SHORING POSTS @ 4'0 0. C. IS REOUIREO. RIM may. 7/i7lg CLEAR SPAN PLT. P- ALPINE SCALENONE' 1= o 0 0 0 0 REF DETAIL. o o c= v DATE 09/02/96 c o 0 C=- C= o ALPIN8 Q DRW HC12396074 Recommended Shorino DeterilB9_-W&_ tee..._ C= TRUSS ' s CI r ALPINE M TN(04 ru.r ifn Infnrmnfinn- istomer.• v Carpenter Contractors of America Job Number: N330034 lbOescription. W FL /NFL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 dress: City, State, Zip: Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineltw.com Name, Address and License # of Structural EOR if one exists for the building: Name. License #- Address: City, State, Zip. Job Engineering Criteria: - Design Code: FBC 6th Edition (2017) State: View Version: 17.02.01.1115.21 JRef # • 1 W af89750065 Wind Standard* ASCE7_10 Wind Speed (mph): 150I Roof Load (pso: 20.00-17.00-0.00- Floor Load (psQ None 1000 This package contains a job notes page, 42 truss drawings and 2 details. Item Seal # Truss 1 115.18.1231.33584 Al 3 115.18.1231.33585 A3 5 115.18.1231.32726 A5 7 115.18.1231 33680 A7 9 115.18.1231.33038 A9G 11 115.18.1231.33912 B1 13 115.18.1231.34350 C1G 15 115.18.1231.34756 V8 17 115.18.1231.34271 V12 19 115.18.1231.32602 MV2 21 115.18.1231.34068 MV6 23 115.18.1231.34303 HJ71 25 115.18.1231.32571 HJ68A 27 115.18.1231.33506 ER 29 115.18.1231.33460 EJ68 31 115.18.1231.33663 EJ68B 33 115.18.1231.33772 CJ5 35 115.18.1231.33819 CJ5B Item Seal # Truss 2 115.18.1231.33522 A2 4 115.18.1231.33491 A4 6 115.18.1231.33679 A6 8 115.18.1231.33944 A8 10 115 18 1231.33039 A10G 12 115.18.1231.34349 132G 14 115.18.1231.33148 V4 16 115.18.1231.32899 V8A 18 115.18.1231.34208 V16 20 115.18 1231 33881 MW 22 115.18 1231.33756 HR 24 115.18.1231.33741 HJ68 26 115.18.1231.34755 HJ6 28 115.18.1231.34754 EJ71 30 115.18.1231.32540 EJ68A 32 115.18.1231.34759 EJ6 34 115.18.1231.14Q5 CJ5A 36 j? his x• 115.18.1231. M has been etectrooieally 3i1Af 11 a SmigHat ipnrture. Print'rt copies wi haul an orion al sOnature musl Florida Certificate of Product Approval #FL1999 Pri Be venneo istnothe ortofnal electronic f / version. V H. No. 70861 s * STATE CIF 1• o r 4,t'••. ORVD.. fss 0NAI. 04/25/2018 nted 4/25/2018 1.2346 PM ALPINE u mvrUAMv Cifn /nfn r•m finn• Customer.,, v, Carpenter Contractors of America Job Number N330034 JobDescription: W FL /NFL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 Address City, State, Zip: Item Seal # Truss 37 115.18 1231.34758 CJ51 39 115 18 1231.33179 CJ3A 41 115.18.1231.32648 CJ1 Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001 alpineitw.com Item Seal # Truss 38 115 18 1231.33960 CJ3 40 115.18.1231 34757 CJ31 42 115.18.1231.34458 CJ11 This dxameni has been etectroniesny gigaaA ming s m3ital Sionxhire. Print.xl copies vNth3ul an original signature mus= be verified asinpthe orioinal elecironic version. M1 No. 70861 t STATIE OF 1 Illy OR %VD ONAI 04/25/2018 Florida Certificate of Product Approval #FL1999 Printed 4/25/2018 1.23 47 PM Job Number: N330034 Ply: 1 SEON• 41286 / T13 COMMCusl• R8975 JRef: 1Wa189750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 Oly: 19 FROM* RWM DIwNo: 115 18.1231.33584 Truss Label: Al KD / WHK 04/25/2018 7'7'7 15' 22'4"9 30' 7'4"9 ' 7'4"9 + 77'7 1114X6D 30' F7 4" 7'7"11 7'4"5 i 7'4"5 7'7"11 1'4" 7'7"11 15' 22'4"5 + 301 Loading Criteria (pst) 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 II Des Ld' 47.00 EXP. C Mean Height: 15.00 it NCBCLL. 10.00 TCDL 4 2 psf Soffit' 0.00 BCDL. 5 0 psf Load Duration 1 25 MWFRS Parallel Dist' h to 2h Spacing: 24.0 " C&C Dist a. 3.00 it Loc from endwall: not in 9 00 ft GCpi: 0.18 Wind Duration. 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.I13"x2 5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0 128x3" gun nails @ 6" oc Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (P9,Pf in PSF) Pg. NA Cl: NA CAT. W Pf: NA Ce. NA Lu' NA Cs: NA Snow Duration' NA Code I Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used. Yes FT/RT'20(0)/10(0) Plate Type(s): WAVE Def1ICS1 Criteria PP Deflection in loc Udell U# VERT(LL): 0105 1 999 360 VERT(fL): 0.399 1 999 240 HORZ(LL). 0 047 H - - HORZ(fL). 0.113 H Creep Factor' 2.0 Max TC CSP 0.883 Max BC CSI' 0.916 Max Web CSI. 0 350 VIEW Ver: 17.02.01A 1115 21 i A • 4Z oe• /'/ 4 6` J SN coA ao r, ONAti td 04/25/201804/25/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 1572 /180 /1082/- 1294 /80 F 1572 /180 /1082/- / - /80 Wind reactions based on MWFRS B Min Brg Width Req = 2.2 F Min Brg Width Req = 2.2 Bearings B & F are a rigid surface. Bearings B 8 F require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Pty (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 837 -2607 D - E 680 -1797 C - D 680 -1797 E - F 837 -2607 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp, Chords Tens. Comp. B - J 2235 -605 I - H 2232 -636 J-1 2232 -6D5 H - F 2235 -636 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. C-1 358 -830 I - E 357 -830 D-1 920 - 309 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin handling, shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byY TPI an'SBCA) safety {ractices prior to performing these functions. Installers shall provide tempora bracin er BCSI., Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a pronpe ry attach) n id cetlin ovations shown forlpermanent lateral restraint I webs shall have bracing ins ailed pfr BCSI sSctions B3, B7 or 1310 as app ica e. Ap p y places to each face o truss and position as shown above and on the JJolni Details, un ess note otherwise. Refer to ALPINEdrawings160A•Z for standard plate positions. Alpine, a division of ITW BUitdd11ngCComponsnt Grp(1p Inc shall not be responsible for any deviation from this dr wing any lailure to build the ,,,,,,,, truss in cont rmance with AN5101 1, or >gor andlmmelr5shipin , Installati n and bracing of trussesA eal on th s dr8winq or cover page , , 13723 Rive on Drivelistingthisyawingindicatesacceptanceofprogessponaenglneeriresponslbilityvsole )Y for the desi n shown. The suitabilityandseothisdrawingforanystructureistheresponsibilityoftheBuildingDesigiSerpePANSIrfPI1Sac.2. Suite 200 For more information see this'ob's general notes pace and these web sites: ALPINE* www.al ,nedw.com; TPI: www t Inst org, SBCA: www sbundust com: ICC, www.e=afe oro Maryland Heights, MO 6304 Job Number. N330034 Ply: 1 SEON: 41287 / T8 / HIPS Cust R R8975 JRef. 1 W3189750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC .02C ,RC01 Oly 1 FROM, RWM DrwNo: 115.18 1231.33522 Truss Label: A2 SN / WHK 04/25/2018 71; 7 7 14.8" 224"9 30' 7..7 7'0"9 7'8"9 '( 777 6X6D T-11 7'7"11 Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std, ASCE 7.10 TCDL, 17.00 Speed: 150 mph BCLL 0.00 Enclosure: Closed BCDL 1000 Risk Category: 11 Des Ld: 47.00 EXP C Creep Factor 2.0 Mean Height 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit 0.00 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: It to 2h Spacing: 24.0 " C&C Dist a: 3 00 ft Loc. from endwall not in 9.00 ft VIEW Ver: 17 02.01A.1115 21 GCpi: 0 18 Wind Duration: 1.60 Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 02 N Bot chord 2x4 SP #2 N Webs 20 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0.113"x2 5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor a) or scab reinforcement may be used in lieu of CLR restraint substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Wind Wind loads based on MWFRS with additional C&C member design 30' 14'8"10 22'4--5 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Cl: NA CAT: NA PP Deflection in loc Udef) U# Pf NA Ce NA VERT(LL) 0.105 1 999 360 Lu: NA Cs: NA VERT(TL): 0.399 1 999 240 Snow Duration: NA HORZ(LL)- 0 047 H - - HORZ(TL): 0.113 H Code / Misc Criteria Creep Factor 2.0 Bldg Code. FBC 6th ed 201 Max TC CSI 0.883 TPI Std 2014 Max BC CSI: 0 916 Rep Factors Used: Yes Max Web CSI 0.350 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17 02.01A.1115 21 0 77"11 11-4 N co Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W B 1572 /179 /1073/. / 290 /8.0 F 1572 /179 /1073/- / - /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 2 2 F Min Brg Width Req = 2.2 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 823 -2607 D - E 662 -1797 C - D 662 -1797 E - F 822 -2607 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 2235 -592 I - H 2232 -625 J-1 2232 -592 H - F 2235 -624 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens Comp. C-1 362 -830 D-1 919 -311 I- E 362 -830 j .7 MI 1 • Q. SPONA ENVv,,, l COA #0rula,,rsp,solw+ 04/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quI re extreme care in fabricatin ,hhandling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingtSagfetyInformation, by TPI ang SBCA) r8) saty practices prior to performing these functions Installers shall provide temporary Be 1., Unless noted otherwise,top chord shall have properly attached structural shgathin9 and bottQrr hord shall have a pro2erlyidceilinLovationsshownforermanentIatgralrestraintbfwebsshallhawbrecininstalledpreGlsections $3, 87 or 810, e.• Applq Platgs to each face, o truss and position as shown above and on tt a Joint9Details, uniess noted otherwise. Refer to a division of ITW it I1ng omponents Grqup I%. shall not be responsible for any devi conformance with A SI/ 1 1, or for handling shipping, Installation and bracing of trm this drawing indicates acceptance of proTessionar en ineering responsibility stoofthisdrawingforanystructureisKeresponsibilityoftheBuildingDesigrSei information see this job's general notes Pape and these web sites ALPINE. www alomertw.com. TPI www failure to build the 1 orover pa e n. he sur Ability ALPINE M"oowwn 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304: Job Number: N330034 Ply. 1 SEON• 41288 / T12 /HIPS Cust. R R8975 JRel' 1 Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC .02C ,RC01 Oly. 1 FROM- RWM DrwNo. 115.18.1231.33585 Truss Label: A3 SN / WHK 04/25/2018 T7"7 13' 15' 17' , 22'4"9 , 30' T7"7 r 5'4"9 2' r 2' 5'4"9 77"7 1112X4 4X6 -6X6 r106 D E F 30' 1'4" , 7'4"5 7'4"5 7'7"11P 77' 711 , 7.11 i 15' + 22'4"5 30. Loading Criteria (pst) Wind Criteria TCLL' 20.00 Wind Std: ASCE 7-10 TCDL 1700 Speed: 150 mph BCLL: 0.00 Enclosure. Closed BCDL. 1000 Risk Category. II Des Ld: 47.00 EXP: C Mean Height: 15.00 it NCBCLL' 10.00 TCDL: 4.2 psi Soffit. 0.00 BCDL 5 0 psf Load Duration 1.25 MWFRS Parallel Dist. h/2 to h Spacing: 24.0 " C&C Dist a 3.00 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N •T1, T5 2x4 SP #1 Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced Attach with (2) 8d Box or Gun nails(0 113"x2 5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc Wind Wind loads based on MWFRS with additional C&C member design Snow Criteria (Pg,Pf in PSF) Pg. NA Cl NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / 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 Deft/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0.105 K 999 360 VERT(TL). 0.402 K 999 240 HORZ(LL): 0 046 J HORZ( L): 0.112 J Creep Factor, 2 0 Max TC CSI: 0 760 Max BC CSI. 0 872 Max Web CSI: 0.400 VIEW Ver: 17.02.01A 1115.21 0 COA #01014 wOy P a 04/25/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 1572 / 454 / 1081 / - /261 /8.0 H 1572 /454 /1081/- /• /80 Wind reactions based on MWFRS B Min Brg Width Req = 2.2 H Min Big Width Req = 2.2 Bearings B & H are a rigid surface. Bearings B & H 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 898 -2592 E - F 953 -2267 C -D 733-1817 F -G 733 -1817 D - E 953 -2267 G - H 898 -2592 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 2217 -657 K - J 2214 690 L - K 2214 -657 J - H 2217 690 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. C - K 337 -767 M - K 876 -282 D - M 841 -295 M - F 841 -296 K - G 337 -767 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17quire extreme care in fabricating, handling, shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingSafetyInformation, by TPI and SBCA) I r safety practices prior to performing these functions. Installers shall provide terhporary r BCSI. Unless noted olherwise,top chord shall have propperly attached structural sheathing and bots2m hord shall hav a properly gid ceilin LLocations shown forpermanent lateral restraint yf wpSbs shall hav bracino installed per 6C 1 sections B3, 7 or 810 fie.- Apply plates to each face o truss and posdion as shown above and on t ie Jomf Details. unless noted otherwise Refer to of ITW Btiitdd1ng ompongntS Groupp InC shall not be responsible for any deviation from this drawin any failure to build the nce with AN11lf 1 1, or for handliAq, shiDpin , installal n and bracing of trussesA teal on this dr8wlrfp or cover pa e, nq indicates acceptance of proaessponal engineenng responsibilittyv soeel or the desf n shorn. The suitability drawing for any structure is the responsibility of the Building DesigiSer pe Al 1 Sec.2. TR ALPINE mm.c 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304: Job Number. N330034 Ply, 1 SEON 41289 / T7 / HIPS Cust: R R8975 JRef. 1 Waf89750065 W FL/ N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 Oly. 1 FROM' RWM DrwNo. 115.18.1231 33491 Truss Label: A4 SN / WHK 04/25/2018 i 7'9"7 , 12'8" , 15' , 17'4" 22'2"9 30' , 79"7 T 4'10"9 2.4" 2'4" 4'10 1112X4 e4XX6 —6X672 X06 F0N1 30• 4"77"11 , T4.5 , 74"5 T7"11 , 1'4" 15, 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 Udell U# Loc R /L1 / Rw / Rh / RL /W TCDL 17.00 Speed 150 mph Pf: NA Ce: NA VERT(LL) 0.107 K 999 360 B 1572 /231 /1080/- / 255 /80 BCLL. 0.00 Enclosure Closed Lu' NA Cs. NA VERT(TL) 0.409 K 999 240 H 1572 / 231 /1080/- / - /8.0 BCDL. 1000 Risk Category: II Snow Duration NA HORZ(LL): 0 046 J Wind reactions based on MWFRS Des Ld. 4700 EXP: CMeanHeight. 15 00 it Code 0 112 J - B Min Big Width Req = 2.2 NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 H Min Big Width Req = 2.2 TCDL: 4.2 psf Bearings 8 8 H are a n IdSoffit: 0.00 BCDL: 5 0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI 0 723 9 9 surface. Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std 2014 Max BC CSI: 0.872 Bearings B & H require a seat plate Spacing: 24.0 " C&C Dist a 3.00 it Rep Factors Used: Yes Max Web CSI 0.388 Loc. from endwall not In 9.00 it FT/RT:20(0)/l 0(0) Members not listed have forces less than 375# 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 01A 1115.21 Lumber B - C 904 - 2593 E - F 1028 -2458 C - D 738 -1823 F - G 738 -1823 Value Set: 13B (Effective 6/1/2013) D - E 1028 -2458 G - H 9D4 -2593 Top chord 2x4 SP #1 .T2 2x4 SP #2 N: Bot chord 2x4 #2 N Webs 2x4 SP #33 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values Chords Tens.Comp Chords Tens. Comp. approved 1/30/2013 by ALSC B - L 2219 -662 K - J 2215 •695 L - K 2215 -662 J - H 2219 -695 Bracing a) 1X4 #3SRB or better continuous lateral restraint Maximum Web Forces Per Ply (Ibs) to be equally spaced. Attach with (2) 8d Box or Gun Webs Tens.Comp Webs Tens Comp. nails(0 113x2.5",min ) Restraint material to be supplied and attached at both ends to a suitable C - K 336 -760 M - K 871 •279 support by erection contractor. D • M 1018 -369 M - F 1018 -369 a) or scab reinforcement may be used In lieu of CLR pfu+rnlpgrph K - G 336 -760 restraint. substitute (1) scab for (1) CLR and (2) / rrr iq scabs for (2) CLR'S where shown. Scab P H. reinforcement to be same size, species, grade, and •••••••..••• 'by 80% length of web member. Attach with 0.128x3" gun 3 e••GE s nails 6" oc. a V • '• i Wind Wind loads based on MWFRS with additional C&C = : O. 708 1' member design* • _ e SAT O ;4k-= w F 4 0NAL tCOA #0 04/25/2018 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 an SBCA) f r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise,top chord shall have property attached structural sheathing and bolt2m chord shall have a proga% attacher! rigid ceiling. Locations shown for ermanent lateral restraint bf webs shall hav bracin nslalled p r SCSI s6ctions Q3, B7 or B10Y as applicable. Appy plat8s to each face o truss and position as shown above and on II a Joini9details, unless noted otherwise. Refer to ALPINEdrawings180A -Z for standard plate positions. Alpine, a division of ITW Buitdding CComponQnth Gr4uD In shall not be responsible for any deviation from this drowin all failure to build the ,,,,,,wro,,,,•,,,. Iruss m nformance with 6NSI!!PI 1, or for handlirlq shippmq, mstellabgn and bracing gf,trussesA seal on thl; dr8wlllg or cover page , , 13723 Riverpon DrivelistingthisdrawingindicatesacceptanceofproessionaenIneenngresponsibilittyvsole)Y for the des! n showTn. The suig billtyandBuseofthisthawingforanystructureisperesponsibilityoftheBuildingDesigrSerpeyANSIITPI1S$c.T. Suite 200 or more inlormation see this oD's eneral notes a e and these web sites ALPINE: www.al ineihv com, TPI www.t inst.or ,SBCA www sDundus .Wm, ICC' www itcsale.or Maryland Heights, MO 6304 i Job Number: N330034 Ply- 1 SEON• 41290 / T9 / HIPS Cust. RR8975 JRef. 1Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C .RC01 Oty: 1 FROM, RWM DrwNo. 115 18 1231.32726 Truss Label: A5 SN / WHK 04/25/2018 7'7"11 7'7"11 11'1 19' 22'4"5 , 30' 3'4"5 8' + 3'4"5 7'7"11 5X5 @ 5X5 D E 4+ 797 7'9"7 7'2"9 15' 30' 7'2"9 22'2"9 7'97 1'4 30' Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL. 2000 Wind Std. ASCE 7-10 Pg NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL /W TCDL, 17.00 Speed 150 mph Pi: NA Ce NA VERT(LL) 0 091 J 999 360 B 1572 /456 /1075/. / 227 /80 BCLL 000 Enclosure. Closed Lu, NA Cs NA VERT(TL): 0.347 J 999 240 G 1572 / 456 /107-5/- / - /8.0 BCDL. 1000 Risk Category, II Snow Duration. NA HORZ(LL) 0 043 1 - Wind reactions based on MWFRS Des Ld. 47 00 EXP- C Mean Height, 15.00 it HORZ(TL)- 0.103 1 B Min Brg Width Req = 2 2 NCBCLL: 10.00 TCDL 4 2 psi Code I Misc Criteria Creep Factor 2 0 G Min Brg Width Req = 2 2 Soffit: 0.00 BCDL 5 0 psf Bldg Code: FBC 6th ed 201 id surface. B 8 G are as rigidMaxTCCSI0.879 Bearings 9 Load Duration 1 25 MWFRS Parallel Dist h/2 to h TPI Std 2014 Max BC CSI 0 934 Bearings B & G require a seat plate Spacing 24 0 " CBC Dist a 3 00 It Rep Factors Used, Yes Max Web CSI. 0.244 Members not listed have forces less than 375# Loc from endwall- not in 9.00 fl FT/RT.20 (0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi. 0.18 Plate Type(s): Chords Tens Comp, Chords Tens. CompWindDuration1.60 WAVE VIEW Ver: 17.02 01A.1115.21 B - C 925 -2586 E - F 1030 •2494Lumber Value Set, 13B (Effective 6/1/2013) C - D 1031 -2494 F - G 925 -2586 D - E 815 -1914 Top chord 2x4 SP #1 Bot chord 2x4 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 CBC member design WARNING" H -- 4Q rGESic' ,t 0.708 i it i i gee•.•.., N•R` COA #0 NAL i•7''` 04/25/2018 LOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care In fabricating, handling, shi pin Installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingnentSafetyInformation, byY TPI an SBCA) ffir safety 0ractices prior to performing these functions Installers shall provide temporaryiperBCSIUnlessnotedo-14 rwise,top chord shall have property attached structural shpathing and bottom chord shall have a properly r id celliv, ocations shown for permanent latgral restraint f webs shall havebracropf1 Insltalled p?r BC I s ctlons B3, B7 or 610, Ica a Apply pates to each face ofPruss and position as shown above and on tthe JolnfDetails, un ess note otherwise. Defer to fs 160A -Z for standard plate positions a division of ITW B1ritddl1ng CComponesnts Grou In shall not be responslple for any deviation from this dr;3win an failure to build the cgnformance with ANSI/1 PI 1, or for handhr q, s iippmq, mstallabon and bracing of trussesA eat on this drewiXg or cover pe e, this drawing indicates acceptance of pro essiona en ineerinq responsibility solely or the deet n shown. The suitabilityeofthisthawing (or any structure is the responsibility of the Building DesigrSer per ANSIIfPI 1 S c.2. information see this job's general notes page and these web sites. ALPINE www elpineaw com, TPI' www.tpinst org. SBCA www sbandustry tom ICC' www iccsaf Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp. B - K 2211 -680 J - 1 1864 -562 K - J 1864 -534 I - G 2211 -713 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens. Comp. C - K 235 -388 E - 1 641 -272 K - D 641 -273 I - F 235 -388 ALPINE N+mvtpwur 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number. N330034 Ply. 1 SEON: 41291 / T6 / HIPS Cust: RR8975 JRef. 1Wa189750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/I58TC .02C ,RC01 Qty: 1 FROM- RWM DrvNo. 115.18.1231 33679 Truss Label: A6 I I I SN / WHK 04/25/2018 7'7"11 7'7"11 10'8" 3'0"5 19'4" 8'8" e 6X6 x 6X6 D E 22'6"1 3'2"1 30' 7'5"15 25'4" 4'8" - 1'4"T9"7 7'2"9 T2"9 3 30' 17 7'9"7 15' 22'2"9 25'4" 30' Loading Criteria (psq 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 Des Ld: 47.00 EXP: C Mean Height: 15.00 ft NCBCLL, 1000 TCDL 4 2 psf Soffil. 0.00 BCDL 5 0 psf Load Duration 1.25 MWFRS Parallel Dist h to 2h Spacing: 24.0 " C&C Dist a. 3.00 It Loc from endwall: not in 9 00 ft GCpi: 0.18 Wind Duration, 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 .T3 2x4 SP #2 N: Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg. NA Ct: NA CAT N/ PI: NA Ce: NA Lu: NA Cs NA Snow Duration: NA Code / Misc Criteria Bldg Code FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s). WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.051 C 999 360 VERT(TL): 0.199 C 999 240 HORZ(LL): 0.0241 - HORZ(TL) 0 057 1 Creep Factor: 2.0 Max TC CSI: 0.961 Max BC CSI 0.857 Max Web CSI. 0 758 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1340 / 237 / 936 / - /222 /8.0 1 1524 /245 /945 /- /- /80 G 340 / 106 / 272 / - / - /8.0 Wind reactions based on MWFRS B Min Big Width Req = 1 9 I Min Brg Width Req = 2 1 G Min Brg Width Req = 1.5 Bearings B, I, & G are a rigid surface Bearings B, 1, & G require a seat plate i 1 Members not listed have forces less than 375# VIEW Ver 17.02.OtA.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp B - C 760 -2078 E - F 510 -1002 C - D 860 -1974 F - G 385 -74 D - E 611 -1313 1i'.•C,E SF to S kT O COA SS/ONA4 04/25/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. B - L 1757 -532 K - J 1055 -286 L - K 1451 -398 J-1 812 -232 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp Webs Tens Comp. L -D 601 -255 J - F 511 -151 K - E 448 -121 F - 1 602 -1685 E - J 179 -485 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shippin installing and bracing. , Refer to and follow the latest edition of SCSI (BuildingtSafetyInformation, byY 1 PI arta SBCA) f i safety ractices prior to performing these functions Installers shall provide temporary SCSI. Unless noted otherwise,top chord shall have properlyy attached structural sheathingg and bottom Nord shall have a properlyRidceilin .Locations shown forpermanent lateral restraint bf webs shall have bracin ins plied p r BC I sections ¢3, 137 or 810, e. Apply elates to each face, of truss and position as shown above and on the Joinl Details, un ess noted otherwise. Refer to 50A -Z for standard plate positions. of any see from this drewing an failure to build the 1 eal on thiisgdr,.wiX9 or cover pageANrthedeSec2hovJn. The sui[ability org. SBCA: www sbondustry.com, ICC www.imaf ALPINE wmwcpwwr 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304: t Job Number: N330034 Py: 1 SEON. 41292 / T5 / HIPS Cust: RR8975 JRef: 1Waf89750065 W FL IN FL /TEE NBLDR ,9A6/9A7 ,158MB/I58MC/I58TB/l58TC ,02C ,RC01 Ory 1 FROM RWM DrwNo' 115.18 1231.33680 Truss Label: A7 SN / WHK 04/25/2018 i 4'6" 15' 21' 30' , 4.6.. i 476- r 6' 6. 4.6.. 4.6., '1 6DX6 1112X4 = 6XF6 P 4-1 9 Loading Criteria (psr) Wind Criteria TCLL. 2000 Wind Std: ASCE 7-10 TCDL. 17.00 Speed: 150 mph BCLL' 0.00 Endosure: Closed BCDL. 1000 Risk Category, II Des Ld: 47.00 EXP: C Snow Duration. NA Mean Height: 15.00 It NCBCLL 10.00 TCDL: 4.2 psi Soffit: 0.00 BCDL. 5 0 psf Load Duration. 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a. 3.00 H Max TC CSI: 0.556 Loc. from endwall: not in 9.00 It TPI Std 2014 IGCpi: 0.18 Bearings B i3 H require a seat plate Wind Duration, 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design 30' 6_ 21' 91 1 4: 30' i Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions fibs) Pg NA Ct: NA CAT NA PP Deflection In loc Udell U# Loc R /U / Rw / Rh / RL /W Pf NA Ce NA VERT(LL). 0.121 E 999 360 B 1572 /458 /1063/. /194 /8.0 Lu: NA Cs: NA VERT(TL): 0.461 E 999 240 H 1572 1458 11063/. /- /80 Snow Duration. NA HORZ(LL)- 0 039 J - - Wind reactions based on MWFRS HORZ(fL): 0.093 J B Min Big Width Req = 1.9 Code I Misc Criteria Creep Factor, 2 0 H Min Brg Width Req = 1.9 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.556 Bearings B 8 H are a rigid surface. TPI Std 2014 I Max BC CSI: 0 652 Bearings B i3 H require a seat plate Rep Factors Used Yes Max Web CSI: 0.220 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 01A 1115 21 B - C 1023 - 2709 E - F 1018 -2455 C - D 915 -2363 F - G 915 -2363 D - E 1018 -2455 G - H 1023 -2709 OV - 0.7.08 1 r O COA o4 S 0 AL a 04/25/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens Comp. B - L 2364 -801 K - J 2057 -649 L - K 2057 -615 J - H 2364 - 834 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. D - L 405 -75 E - K 233 -490 D - K 496 -218 F - J 405 -75 K - F 496 -218 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , hhandlin shinping installing.and bradn Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byv TPI an SBCA) f r safety practices prior to pertolgming these functions. Installers shall provide temporarryy bracin Cer BCSI. Unless noted d1herwise,top chord shall have proD.erly attached structural sheathing and bottom hord shall have a properlyattachCrigidceillnLocationsshownforermanentlateralrestraintbfwgbsshallhambrawninstalledprBCIctions83, 137 or 810, as app Icabte. Appy plates to ach face o truss an position as shown above and on t te Joint9Detalls, unless note otherwise Refer to ALPINEdrawings160A -Z for standard pate positions Alpine, a division of ITW B1t ritdd11ncc CComponpnts GTu Inc shall not be regonsible for any deviation from this dr awin an r failure to build the ,,,,m„,,,,,,. truss in conformance with AN51/TPI 1, or or hantldli shippin , Installah n and bracing o ,trussesA geal on this dr wi qq or cover page , , 13723 Rive on Drivelistinthisdrawingindicatesacceptanceofproessionaenineerinqresponsibilitysole )y for the des' n shown. The su'TabilityanduseofthisdrawingforanystructureistheresponsibillwoftheBuildingDesigrferperANSI/TPI 1 S c.2. Suite 200 For more information see this jobs general notes page and these web sites, ALPINE: www al ineitw com: TPI: www t Inst org; SBCA www sboindust .tom: ICC WWWJ=afe.orQ Maryland Heights, MO 6304 Job Number: N330034 Py, 1 SEON. 41293 / T3 / HIPS Cust' RR8975 JRef 1Waf89750065 W FL /NFL / TEENBLDR .9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RCOI Qty* 1 FROM- RWM DrwNo: 115 18.1231 33944 Truss Label: A8 SN / WHK 04/25/2018 4'6"1 8'8" 15' 21'4" 25'2"4 30' 4'61 4'1"15 6'4" 6'4" 3'104 4'9"12 6X6 1112X4 i= 6X6 D E F 25'4" 4'8" --i 46,4„ + 6.4.. + 4. + 4.6.. T '4-- I8'8" 15' 21'4" 25'4" 30' 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: II EXP. C Des Ld' 4700 Mean Height, 15.00 It NCBCLL: 10.00 TCDL' 4 2 psf Soft 0.00 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist. h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpr 0.18 Wind Duration' 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Pg NA CI: NA CAT: N/ Pf NA Ce: NA Lu NA Cs: NA Snow Duration: NA Code / Mist Criteria Bldg Code: FBC 6th.ed TPI Std. 2014 Rep Factors Used. Yes FT/RT:20(0)/10(0) Plate Type(s), WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(I-Q. 0 065 E 999 360 VERT(TL): 0.254 E 999 240 HORZ(LL)' 0 021 K - HORZ(TL): 0.051 K Creep Factor 2 0 Max TC CSP 0.620 Max BC CSI. 0 865 Max Web CSI: 0 553 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1294 / 380 / 904 / - /189 /8.0 J 1829 /516 /1086/- /- /80 H 168 /143 /155 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 2 5 H Min Brg Width Req = 1.5 Bearings B. J, & H are a rigid surface. Bearings B. J, & H require a seat plate. Members not listed have forces less than 375# VIEW Ver: 17.02.01A.1115 21 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B -C 813 -2105 E -F 718 -1607 C - D 715 -1779 F - G 379 -855 D -E 718 -1607 G -H 717 -228 Hrrr4I Y,P CJE SF 1• ` I sat o COA oro S,0 A 04/25/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - M 1825 -613 K - J 307 -538 M - L 1538 -440 J - H 329 -594 L - K 707 -159 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp. D - M 398 -80 F - K 265 -655 E - L 255 -535 K - G 1452 -494 L - F 1088 -416 G - J 663 -1707 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 h ndlin shipping installing and braanp Refer to and follow the latest editi n of BCSI (BuildingComponentSfetyInformation, brr TPI and S CA) f$r sal°ety practices prior to perfo ming these functions Installers shal provide terhporarryy braCinggg ppper B SI., Unless noted olherwise,top chord shall have prrxel attached structural sheathing and bottom hord shall hav a pro erlaftachaCnidcelhnLocationsshownforermanentIatQralrestraint6fwebsshallhavebraanqnsL11dprBCIsections93, 7 or 10Yasappllcae. Ap lqy Dlales to ach face, o truss and position as shown above and on the Joint fetatls, un ess noted otherwise. Refer to ALPINEdrawings160A -Z 1 r standard pate positions Alpine, a division of ITW Btritdd11ncc Compon nts Grppupp Inc. shall not be re,;Tponsible for any deviation from this drewin au, failure to build the mm„wtrussmconformancewithAN51/TPI 1, or or haandllrftt shlppinq, Installation and bracing gf,trussesA seal on this dr wirfg or cover page ty 13723 Riverpon Drivelistingthisdrawing,indicates acceptance 1 pro essiona en ineerinq res onsibllltt y solely for the desi n shown. The sui biliand ise of this awing for any structure is the responsibility of the Building Desigr{er per ANSlrrP1 1 Sfc.2. Suite 200 For more information see this' b's general notes page and these web sites: ALPINE. www al meaw com, TPI: www.t msi.or . SBCA* www.sbcinduslry com. ICC www rccsale org Maryland Heights, MO 6304 Job Number: N330034 Py 1 SEON: 41294 / T15 / HIPS Cust. RR8975 JRef, 1Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C .RC01 Oty: 1 FROM. RWM DrwNo 115.18.1231 33038 Truss Label: A9G I I SN / WHK 04/25/2018 T , 2 5.9 a 5Xs 7' , 12'3"7 17'6"13 23' 7' T 5'3"7 + 5'3"7 5'5"3 w6C6 1112XD4 T24E4 - 6X6 30' 7' A B Ct =5X5 1) a8X8 --5X10 iiiiH0710 11104 317 1'4" i 610"41 5'5"3 , 5'6"15 + 5'3"7 1 6'10"4 +1'416'10"4 r 12'3'7 T 17'10"5 23'112 30' Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL. 2000 Wind Std, ASCE 7-10 Pg: NA Ct NA CAT, NA PP Deflection In loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL: 17.00 Speed: 150 mph Pf NA Ce NA VERT(LL): 0.208 D 999 360 B 3046 /875 / - 1- / - /80 BCLL 000 Enclosure- Closed Lu. NA Cs: NA VERT(TL): 0 805 D 704 240 G 3048 / 876 / - /- I - /80 BCDL 10.00 Risk Category. II Snow Duration, NA HORZ(LL)- 0 057 1 - Wind reactions based on MWFRS Des Ld7 47EXP- C.00 Mean Height 15.00 R HORZ(TL): 0.138 I - - B Min Big Width Req = 3.6 NCBCLL. 0.00 TCDL 4.2 psi Code / Misc Criteria Creep Factor 2.0 G Min Big Width Req = 3 6 Soffit: 0.00 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.578 Bearings B & G are a rigid surface. BCDL: 5.0 psf TPI Sid, 2014 Max BC CSI. 0 575 Bearings B & G require a seat plateLoadDuration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.834 Loc. from endwall: NA FT/RT 20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) GCpr 0.18 Plate Type(s) Chords Tens.Comp. Chords Tens. Comp Wind Duration 1.60 WAVE, HS VIEW Ver. 17.02.01A 1115.21 Lumber B - C 1701 -6046 E - F 1978 -7115 C - D 1995 -7165 F - G 1702 -6050 Value Set: 13B (Effective 6/1/2013) D - E 1994 -7162 Top chord 2x4 SP 2400f-2 OE :T2 2x6 SP SS Bot chord 2x6SS Webs 2x4 SP #33 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - L 5348 -1486 J - 1 5318 -1484 L - K 5314 -1482 I - G 5352 -1487 Loading K -J 7193-2015 1 hip supports 7.0-0 jacks with no webs. Maximum Web Forces Per Ply (lbs) Wind Webs Tens.Comp Webs Tens Comp Wind loads and reactions based on MWFRS. L - C 785 -83 E - J 440 -927 C - K 2190 -606 J - F 2144 -589 D - K 437 -910 F - I 782 -83 OFE ....S *rp 0.708 1 SAT O ; Q CO ' ONA aN d,• 04/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabrlcatin , handlin shl pin installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) handling, safety ractrces prior to performing these functions Installers shall provide temporary bra cin er BGSI Unless noted otherwise,top chord shall have properly attached structural shaathm9 and bottom hord shall have a pro2erly attach ngrd ceilin Locations shown for permanent lat@ral restraint bi webs shall hay bisaon insl@lied p r BCI sections B3, B7 or 910, as app ica e. Appply plat s to each face, of truss and position as shown above and on tie Joint9Detalls, un(ess noted otherwise. Refer to , q LPI N Edrawin60' PFfbr standard plate positrons. Alpin;, a division of ITW B rldd11ngC ompon ntg Group InC.,shall not be re;ponsrble for any ddeviation from this drawing any failure to build the w„ry rte,„ r, truss In nformance with ANSI/TPI 1, or or andhrSq, shipping, installatrdn and bracing geltrussesA seal on this dr3wir59 or cover paqe , , 13723 Rive on DrivelistingthisdrawinggindicatesacceptanceofproTessronafenineeringgresponsibilittyvsole) for the desi n shown. The suifabilityanduseofthisdrawingforanystructureistheresponsibilitofthebuildingDesigrferpeANSI/TPI 1 Sec.2. Suite 200 For more information see ihis job's penerai notes page and these web sites ALPINE' www.el nedw com. TPI www t inst.or , SBCA www 3ticindusiry tom. ICC www occiiafe.org Maryland Heights, MO 6304 1) a8X8 --5X10 iiiiH0710 11104 317 1'4" i 610"41 5'5"3 , 5'6"15 + 5'3"7 1 6'10"4 +1'416'10"4 r 12'3'7 T 17'10"5 23'112 30' Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) TCLL. 2000 Wind Std, ASCE 7-10 Pg: NA Ct NA CAT, NA PP Deflection In loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL: 17.00 Speed: 150 mph Pf NA Ce NA VERT(LL): 0.208 D 999 360 B 3046 /875 / - 1- / - /80 BCLL 000 Enclosure- Closed Lu. NA Cs: NA VERT(TL): 0 805 D 704 240 G 3048 / 876 / - /- I - /80 BCDL 10.00 Risk Category. II Snow Duration, NA HORZ(LL)- 0 057 1 - Wind reactions based on MWFRS Des Ld7 47EXP- C.00 Mean Height 15.00 R HORZ(TL): 0.138 I - - B Min Big Width Req = 3.6 NCBCLL. 0.00 TCDL 4.2 psi Code / Misc Criteria Creep Factor 2.0 G Min Big Width Req = 3 6 Soffit: 0.00 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.578 Bearings B & G are a rigid surface. BCDL: 5.0 psf TPI Sid, 2014 Max BC CSI. 0 575 Bearings B & G require a seat plateLoadDuration: 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.834 Loc. from endwall: NA FT/RT 20(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) GCpr 0.18 Plate Type(s) Chords Tens.Comp. Chords Tens. Comp Wind Duration 1.60 WAVE, HS VIEW Ver. 17.02.01A 1115.21 Lumber B - C 1701 -6046 E - F 1978 -7115 C - D 1995 -7165 F - G 1702 -6050 Value Set: 13B (Effective 6/1/2013) D - E 1994 -7162 Top chord 2x4 SP 2400f-2 OE :T2 2x6 SP SS Bot chord 2x6SS Webs 2x4 SP #33 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - L 5348 -1486 J - 1 5318 -1484 L - K 5314 -1482 I - G 5352 -1487 Loading K -J 7193-2015 1 hip supports 7.0-0 jacks with no webs. Maximum Web Forces Per Ply (lbs) Wind Webs Tens.Comp Webs Tens Comp Wind loads and reactions based on MWFRS. L - C 785 -83 E - J 440 -927 C - K 2190 -606 J - F 2144 -589 D - K 437 -910 F - I 782 -83 OFE ....S *rp 0.708 1 SAT O ; Q CO ' ONA aN d,• 04/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabrlcatin , handlin shl pin installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) handling, safety ractrces prior to performing these functions Installers shall provide temporary bra cin er BGSI Unless noted otherwise,top chord shall have properly attached structural shaathm9 and bottom hord shall have a pro2erly attach ngrd ceilin Locations shown for permanent lat@ral restraint bi webs shall hay bisaon insl@lied p r BCI sections B3, B7 or 910, as app ica e. Appply plat s to each face, of truss and position as shown above and on tie Joint9Detalls, un(ess noted otherwise. Refer to , q LPI N Edrawin60' PFfbr standard plate positrons. Alpin;, a division of ITW B rldd11ngC ompon ntg Group InC.,shall not be re;ponsrble for any ddeviation from this drawing any failure to build the w„ry rte,„ r, truss In nformance with ANSI/TPI 1, or or andhrSq, shipping, installatrdn and bracing geltrussesA seal on this dr3wir59 or cover paqe , , 13723 Rive on DrivelistingthisdrawinggindicatesacceptanceofproTessronafenineeringgresponsibilittyvsole) for the desi n shown. The suifabilityanduseofthisdrawingforanystructureistheresponsibilitofthebuildingDesigrferpeANSI/TPI 1 Sec.2. Suite 200 For more information see ihis job's penerai notes page and these web sites ALPINE' www.el nedw com. TPI www t inst.or , SBCA www 3ticindusiry tom. ICC www occiiafe.org Maryland Heights, MO 6304 OFE ....S *rp 0.708 1 SAT O ; Q CO ' ONA aN d,• 04/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabrlcatin , handlin shl pin installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an SBCA) handling, safety ractrces prior to performing these functions Installers shall provide temporary bra cin er BGSI Unless noted otherwise,top chord shall have properly attached structural shaathm9 and bottom hord shall have a pro2erly attach ngrd ceilin Locations shown for permanent lat@ral restraint bi webs shall hay bisaon insl@lied p r BCI sections B3, B7 or 910, as app ica e. Appply plat s to each face, of truss and position as shown above and on tie Joint9Detalls, un(ess noted otherwise. Refer to , q LPI N Edrawin60' PFfbr standard plate positrons. Alpin;, a division of ITW B rldd11ngC ompon ntg Group InC.,shall not be re;ponsrble for any ddeviation from this drawing any failure to build the w„ry rte,„ r, truss In nformance with ANSI/TPI 1, or or andhrSq, shipping, installatrdn and bracing geltrussesA seal on this dr3wir59 or cover paqe , , 13723 Rive on DrivelistingthisdrawinggindicatesacceptanceofproTessronafenineeringgresponsibilittyvsole) for the desi n shown. The suifabilityanduseofthisdrawingforanystructureistheresponsibilitofthebuildingDesigrferpeANSI/TPI 1 Sec.2. Suite 200 For more information see ihis job's penerai notes page and these web sites ALPINE' www.el nedw com. TPI www t inst.or , SBCA www 3ticindusiry tom. ICC www occiiafe.org Maryland Heights, MO 6304 Job Number. N330034 Ply1 SEON' 41295 / T11 / HIPS Cust. R R8975 JRef• 1 Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/l58TC ,02C ,RC01 Oty. 1 FROM- RWM DrwNo 115.18 1231.33039 Truss Label: AIOG SN / WHK 04/25/2018 6'8" , 15' F 23'4" + 30' , 6'8" r 8'4" 8'4" 6'8" 7 T5 05X5 =8X8 =6X12 C D E 25'4" 4'8" --i 1'4" 6'6"4 , 8'5"12 8'5"12 , 1'10 q 4'8" 1'4' 6'6"4 15' + 23'5"12 25'4" 30' Loading Criteria (psp TCLL: 20.00 TCDL. 17.00 BCLL 0.00 BCDL. 10.00 Des Ld: 47.00 NCBCLL 10.00 Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category II EXP: C Mean Height, 15.00 it TCDL' 4 2 psf Snow Criteria (P9,Pf in PSF) Pg NA Ct: NA CAT. NA Pf: NA Ce: NA Lu: NA Cs- NA Snow Duration: NA Defl/C81 Criteria PP Deflection in loc Udell U# VERT(LL)- 0.088 D 999 360 VERT(TL). 0 344 D 999 240 HORZ(LL): 0 023 C - HORZ(TL)- 0.055 C Creep Factor 2 0CodeIMiscCriteria Soffit: 0.00 BCDL: 5 0 psf Bldg Code, FBC 6th.ed 201 Max TC CSI, 0.711 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI 0996 Spacing: 24.0 " C&C Dist a. 3.00 it Rep Factors Used: Yes Max Web CSI: 0.929 20 plf at Loc. from endwall: not in 72.00 H FT/RT:20(0)/10(0) GCpi. 0 18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02.01A.1115.21 Lumber Wind Value Set 13B (Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x6 SP #2 N 'T1 2x4 SP #2 N member design. T4 2x4 SP #1: Bot chord 2x4 SP #2 N Webs 2x4 SP #3:W2, W4 2x4 SP #2 N: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails(0 113"x2.5",min.) Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails @ 6" oc. Special Loads Lumber Dur.Fac.=1 25 / Plate Dur.Fac.=1.25) TC From 78 plf at -1 33 to 78 plf at 2006 TC: From 39 fill at 20.06 to 39 fill at 23.33 TC: From 78 fill at 23.33 to 78 fill at 31.33 BC From 20 plf at 0.00 to 20 pit at 20.06 BC From 10 plf at 20.06 to 10 fill at 21 27 BC: From 20 pff at 21 27 to 20 plf at 3000 T6 75 Ib Conc. Load at 23.33 BC: 75 Ib Conc Load at 23 33 WARNING" READ AND FOLLOW IMPORTANT" FURNISH THIS DRAWING TO quire extreme care in fat ficatinq, handlin9 , shippin1SafetyInformation, byY PI anrd7 BCA) for sashipping, SCSI., Unless noted otherwise,top chord shall have s id ceilin Locations shown for ermanent lateral re. Apply ptat8s to each face otPtruss and position 60A -Z for stanuard plate positions ivision of ITW Bllrild11'nggCComponsntS5 Grppupp In shall lformance with AN51/7PI 1, or (or handI,rS slli pm drawing indicates acceptance of roTessPona 1f this drawing for any structure is the responsir H, o. 708 1 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1298 /392 /882 /. /155 /8.0 H 1765 / 461 /1047/. / • /8.0 F 234 / 145 / 197 / - / - /80 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 2 5 F Min Brg Width Req = 1.5 Bearings B, H, & F are a rigid surface. Bearings B. H, & 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 811 -2D95 D - E 963 -2224 C - D 963 -2224 E - F 800 - 222 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - K 1795 -586 I - H 391 -109 K - J 1788 -586 H - F 304 -637 J-1 385 -112 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. Webs Tens. Comp. C - J 467 -263 D - J 362 -723 J - E 1996 -768 E - H 637 -1869 y ,p SAT O Vie•+ ..• at Q CO I S?ONAI. r rtnnrrws lA 14/25/2018 ALL NOTES ON THIS DRAWING! ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing. Refer to and follow the latest edition of BCSI (Building actices prior to performing these functions. Installers shall provide temporary propperlyy attached structural sheathing and bottom hord shall have a properly estreint of webs shall hav br agripg installed per BC I sections B3, 87 or 910, as shown above and on tfte JoinfDetails, unless noted otherwise. Refer to not be responsible for any deviation from this drawing an failure to build the 9 ins! llati nand bracing gf,trussesA SSeal on this drawing or cover pagge , . f :en neerin respo siblhty solely fo the desmon shown. The suitability ALPINENE N,mvwwm 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number: N330034 Ply. 1 SEON. 41329 / T16 / SPEC Cust: RR8975 JRef. 1Wa189750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 City 1 FROM* RWM DrwNo. 115 18 1231.33912 Truss Label: Bt SN / WHK 04/25/2018 11'5"B 2'11" 6X8 g 5X5 5 C T2 D 19'11" 8'5"8 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 " 19'11" F 1'4" 8'8"4 2 5 12 + 8'8"4 11'2" 19'11" Wind Criteria Wind Std: ASCE 7-10 Speed 150 mph Enclosure. Closed Risk Category: II EXP- C Mean Height: 15.00 it TCDL 4 2 psf BCDL 5.0 psf MWFRS Parallel Dist. h/2 to h C&C Dist a: 3.00 It 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 #1 12 2x4 SP #2 N: Bot chord 20 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg. NA Cl: NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce. NA VERT(LL): 0 025 G 999 360 B 1083 / 315 / 757 / - /169 /80 Lu' NA Cs' NA VERT(TL)' 0.098 G 999 240 E 970 / 272 /6,42 / - /- /7.0 Snow Duration. NA HORZ(LL): 0.015 G - - Wind reactions based on MWFRS HORZ(TL): 0.037 G B Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 2.0 E Min Brg Width Req = 1 5 Bldg Code, FBC 6th.ed 201 Max TC CSI: 0.944 Bearings B & E are a rigid surface TPI Std: 2014 Max BC CSI, 0.841 Bearings B & E require a seat plate Rep Factors Used. Yes Max Web CSI 0 090 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 17.02.01A.111521 B - C SW -1446 D - E 555 -1445 C -D 571 -1187 OFE sF •;< o. 708 1 t •s T O Q uet E 04/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. Chords Tens. Comp. B - G 1178 -390 F - E 1178 -376 G - F 1183 -39D quire extreme care in fa ricatin , handling, shinpin installing and bracingRefer to and follow the latest edition of SCSI (BuildingISafetyInformation, byY PI an SBCA) safety ractices prior to perfoing these functions. Installers shall provide terhporarrvySCSIUnlessnotedotherwise,top chord shall have proDerlYy attached structural sheathing and bottom horG shall hav a properlyIIdceilingLocationsshownforermanentlateralrestraintofwebsshallhavbracinginstalledperBC`I coons 133, 7 or 810, e Apply plates to each face opitruss and position as shown above and on tthe JoinfDetails, unless note otherwise. Refer to 60A -Z for standard plate positions. of this any for any deviation from this drawin an failure to build the acing of trussesA Seal on this dr wiXq or cover page , io sibiI solely ior thtndesi n shown. The sui Q b,h tY TPI: www ALPINE INIIWmMM11Y 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number: N330034 Ply. 1 W FL /NFL / TEENBLDR ,9A6/9A7 ,15BMB/158MC/158TB/158TC ,02C ,RC01 Oly, 1 Truss Label: 82G SEON' 41297 / T36 / SPEC I Cust' RR8975 JRel, 1Waf89750065 FROM: RWM DrwNo' 115.18.1231.34349 SN / WHK 04/25/2018 t 6'8" t 13'4"19'11" t 6'8" T 6'8" ' i 67" '{ 6X6 = 6X6 C T2 D 6'6"4 1'4" 6'6"4 Loading Criteria (psr) Wind Criteria TCLL 2000 Wind Std: ASCE 7-10 TCDL: 1700 Speed: 150 mph BCLL: 0.00 Enclosure Closed BCDL: 10.00 Risk Category11 Des Ld' 47.00 EXP: C D Des d' : 0.00 Mean Height' 15.00 it TCDL: 4 2 psf Soffit 000 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0" CBC Dist a: 3.00 It Loc. from endwall. NA GCpi 0 18 Wind Duration. 160 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T2 2x6 SP SS: Bot chord 2x6 SP #2 N Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 6-8.0 jacks with no webs. Left side )acks have 6-8.0 setback with 0.0-0 cant and 14-0 overhang. End jacks have 6-8-0 setback with 0-0-0 cant and 1-4-0 overhang. Right side jacks have 6.8-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. 6,9„12 67„ 13'4” 19'11" Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Cl: NA CAT NA PP Deflection in lot Udell U# Loc R /U / Rw / Rh / RL /W B 1946 / 569 / • / - I • /8.0PfNACe' NA VERT(LL) 0 080 G 999 360 Lu: NA Cs' NA VERT(TL)' 0.312 G 999 240 E 1835 / 515 / - / - / - /7.0 Snow Duration. NA HORZ(LL). 0.028 F - Wind reactions based on MWFRS HORZ(TL): 0 069 F Creep Factor: 2.0 B Min Brg Width Req = 2 7 E Min Brg Width Req = 2 5Code / Misc Criteria Bldg Code' FBC 6th.ed 201 Max TC CSI: 0.734 Bearings B 6 E are a rigid surface TPI Std: 2014 Max BC CSI 0 844 Bearings B & E require a seat plate Rep Factors Used: No Max Web CSI: 0.290 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 VIEW Ver: 17.02.01A.1115.21 B - C 1010 -3613 D - E 1009 -3586 WAVE C - D 869 -3145 go..•• e•..' 0.708 1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - G 3170 -870 F - E 3145 -869 G - F 3135 -868 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp Webs Tens Comp. G - C 760 -46 D - F 760 -48 7 ^1 v Q` w`G COAD `i - 04/25/2018 i - 04/25/201s 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, handling9 shi ping installing_and bracin Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fbr safely practices prior to performing these functions Installers shall provide temporary bracin Der SCSI. Unless noted olherwise,top chord shall have proper% attached structural sheathing and bottom Chord shall have a pro2erly attach d rigid ceilin Locations shown for Dermanent latgral restraint 8f webs shall have bracininstalled p r SCSI sections ¢3, B7 or 810, as app Icable. Apply pates to each face of truss and position as shown above and on the Join Details, un ess noted otherwise kefer to ALPINEdrawings160A -Z for standard plate positions Alping, a division of ITW Builddl1n CCompon nts GlNenC. shall not be responsible for any deviation from this dr wing an failure to build the N„ twcp„w,,,. truss in conformance with .WIS 11, or or hanshiynlq, instellatl0n and bracing of,irussesA seal on th; dr3wiXq or cover page, , 13723 Riverpon Drivelngthisdrawingindicattesacceptanceofonae.The su) ability nd use of this drawing (or any structure rs sponsibili of the Building DesigrSer pefANSIRPI 1 S c.2. Suite 200 For more information see this ob's general notes page and these web silos, ALPINE: www alpmeitw corn: TPI, www tvinst orb. SBCA• www.sbandusW com. ICC www imsafe.ora Maryland Heights, MO 6304 Job Number: N330034 Ply. 1 SEON. 41298 / T33 / HIPS Cush R R8975 JRef. 1 Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB//58MC/158TB/158TC ,02C ,RC01 Oly: 1 FROM. RWM DrwNo' 115 18.1231.34350 Truss Label: CIG I I SN / WHK 04/25/2018 6' 10' 16' 6, 4' 6, -i 5X5 T2 5p Loading Criteria (psi) TCLL: 20.00 TCDL: 17.00 BCLL' 000 BCDL. 10.00 Des Ld: 47.00 NCBCLL: 10.00 Soffit 000 Load Duration 1.25 Spacing: 24.0 " 1,4„ Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category' II EXP: C Mean Height: 15.00 It TCDL: 4 2 psf BCDL 5 0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3 00 it Loc from endwall: not in 4.50 It GCpi: 0.18 Wind Duration' 1.60 Lumber Maximum Reactions (Ibs) Loc R /U / Rw / Rh / RL Value Set: 13B (Effective 6/1/2013) VERT(TL): 0.238 G 999 240 Top chord 20 SP #2 N :T2 2x6 SP #2 N' HORZ(LL): 0 021 F - - Bot chord 2x6 SP #2 N HORZ( L): 0.051 IF Webs 2x4 SP #3 Creep Factor' 2 0 Lumber value set "1313" uses design values Max TC CSI: 0.677 approved 1/30/2013 by ALSC Max BC CSI: 0.760 Special Loads Max Web CSI 0 216 Lumber Dur.Fac.=1 25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.33 to 78 plf at 600 TC: From 39 plf at 6 00 to 39 plf at 1000 TC: From 78 plf at 10.00 to 78 plf at 16.00 BC' From 20 plf at 0.00 to 20 plf at 603 BC: From 10 plf at 6.03 to 10 plf at 9.97 BC: From 20 plf at 9.97 to 20 plf at 16.00 TC. 351 Ib Conc Load at 6.03, 9 97 TC: 84 Ib Conc Load at 6.06, 9.94 TC: 198 lb Conc Load at 8.00 BC: 407 Ib Conc Load at 6.03, 9.97 BC 114 Ib Conc. Load at 8 00 Wind Wind loads and reactions based on MWFRS. 5'10"4 5'10"4 Snow Criteria (Pg,Pi in PSF) Pg. NA Ct: NA CAT: W PI: NA Ce: NA Lu NA Cs NA Snow Duration. NA Code / Misc Criteria Bldg Code: FBC 6th.ed TPI Std: 2014 Rep Factors Used. Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 16' 4'1"12 10' 6' 16' Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0.064 G 999 360 Maximum Reactions (Ibs) Loc R /U / Rw / Rh / RL B 1793 / 559 / • / • / - VERT(TL): 0.238 G 999 240 E 1678 / 502- HORZ(LL): 0 021 F - - Wind reactions based on MWFRS HORZ( L): 0.051 IF B Min Big Width Req = 2.5 Creep Factor' 2 0 E Min Big Width Req = 2.3 Max TC CSI: 0.677 Bearings B & E are a rigid surface Max BC CSI: 0.760 Bearings B & E require a seat plate. Max Web CSI 0 216 i 1 W 80 8.0 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) VIEW Ver: 17.02.01A. 1115.21 Chords Tens.Comp. Chords Tens Comp. B - C 990 -3263 D - E 999 - 3276 C - D 861 -2872 04/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom ghord Shall have a pro 9eir y gr BC of sections $3, B7 or 810, fess nteu otherwise. Refer to shall any TPI www Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - G 2859 - 852 F - E 2872 -861 G - F 2831 -851 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp G- C 542 -8 D- F 567 -15 on failure to build the 1 or cover pa e n. The sui bility ALPINENE wrrwcovrwx 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number: N330034 Ply. 1 SEAN. 41299 / T24 / VAL Cush R R8975 JRel. 1 Waf89750065 W FL /NFL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB//58TC ,02C ,RC01 Oly' 1 FROM RWM DrwNo: 115.18.1231 33148 Truss Label: V4 SN / WHK 04/25/2018 Loading Criteria (psr) TCLL: 20.00 TCDL' 17.00 BCLL 0.00 BCDL, 10.00 Des L47 47.00 NCBCLL: 10 00 Soffit: 000 Load Duration: 1.25 Spacing: 24.0 " 2' 4' 2' 2' 12 5.9 = 4X4 B T=4X4(D1) =4X4(D1) A C 0 1 _01 D Wind Criteria Wind Std. ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category, II EXP C Mean Height 15.00 It TCDL. 4 2 psi BCDL. 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 It Loc from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration, 1 60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Additional Notes Valley truss connection to truss below shall be designed and furnished by others . Snow Criteria (Pg,Pf in PSF) Pg* NA Ct: NA CAT. W Pf NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Std. 2014 Rep Factors Used. Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 4' 4' 4' Dell/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0 004 999 360 VERT(TL)- 0 016 999 240 HORZ(LL): -0.002 HORZ(TL) 0 004 Creep Factor: 2.0 Max TC CSI: 0.093 Max BC CSI: 0.137 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115.21 i i 0.708 1 o't• S T O 0 COA ONAL EN 04/25/2018 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 97 /17 /46 /- /5 /48.0 Wind reactions based on MWFRS D Min Big Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTAN• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quiT• re extreme care in fagfricating, handling shipping ingtalling,and bracin/q Refer to and follow the latest edition of SCSI (BuildingtInformation, by. 7Pl and SBCA rbc safe Practices prior to perfo ming these functions. Installers shall provide temporary Bin. Unless noted olherwise,top chord shall have properly attached structural shgathing and bottom gtlord shall have a properly ceiling Locations shown for permanent lateral restramt bf webs shall have br8 'n nslalied pgr SCSI s8ctions Q3, 137 or 910, e Apply plates to each face of truss and position as shown above and on the Joint9details, un ess noted otherwise. Refer to 60A -Z for standard plate positions. a division of i pi 1, or for ii acne tance any structure L"- from this drawin any failure to build the1sealonthisdrwivgorcoverpagqee NSthe design shown. The suiatility A IPLNE W"CowrN,r 13723 Riverporl Drive Suite 200 Maryland Heights, MO 6304 Job 300 WFN/ N FL / EENB DR .9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 I Qty' 1 I FROM: R1WM / T28 / VAL I SN No RWHK115. 18R. 1231.34756 20180065 Truss Label: V8 4' 8' 4' 4' 12 = 4X64 T 5.9 4X4(D1)=4X4(D1) A C 0b FBI 8' 8' 8' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF TCLL: 20.00 Wind Std' ASCE 7.10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R /U / Rw / Rh / RL /W 97 / 23 / 53 / - / 7 / 96.0 TCDL' 17.00 Speed: 150 mph Pf NA Ce, NA VERT(LL): 0.028 999 360 BCLL: 000 Enclosure* Closed Lu. NA Cs: NA VERT(TL)- T)- 0.116 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category. IIgry Snow Duration: NA HORZ(LL). -0.010 - D Min Brg Width Req = - Des Ld: 47 EXP. C. 00 HORZ(TL): 0 025 - Bearing A is a rigid surface. Code / Misc CriteriaNCBCLL: 10.00 Mean Height. 15 00 R TCDL: 4 2 psf Creep Factor: 2.0 Soffit 000 BCDL: 5.0 psf Bldg Code. FBC 6th ed 201 Max TC CSI 0 378 Members not listed have forces less than 375# Load Duration: 1.25 MWFRS Parallel Dist. h/2 to h TPI Std: 2014 Max BC CSI. 0.456 Maximum Top Chord Forces Per Pty (lbs) Spacing. 24.0 " C&C Dist a* 3.00 R Rep Factors Used' Yes I Max Web CSI. 0.000 Chords Tens.Comp. Chords Tens. Comp A - B 349 -500 B - C 349 -500Loc. from endwall' not in 9.00 R FT/RT.20(0)/10(0) GCpi. 0 18 Plate Type(s). Wind Duration 1 60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . VIEW Ver 17.02.01A.111521 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp A - C 447 -262 H. yGE S 0.708 1 o:• ST O FS•••0 ........ ••i.`t COA WONAL EIO , tbrrnnntw t 04/25/2018 WARNING^ READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h ndlln9g shinpin in4talling,and bracing Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI an'S CA) fbr safety ractices prior to performing these functions Installers shalllprovide temporary bracin Per BCS!.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hord ehall have a properly attache rigid ceilin .Locations shown fortpermanent lateral restraint bf webs shall hay bracinq ns[elled p r Bcl sections 133, 137 or 810, as app ical e. Appy Dlales to each face o truss and position as shown above and on tt a Joint etails, un ess noted otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. Alpine, a division of ITW Buitddl1ng CComponents Grou 1 Inc. shill not be responsi¢le for any deviation from this dr winft as failure to build the ,,,,n „ truss In conformance with Pe,1 l 1, or or handl) g stripping, Installatldn ano bracing of trussesA seal on thi; dr88wll19 or cover page 13723 Riverport Drivelistingthisdrawin indicates acceptance of proTessionar eggineering responsibility solely for the des) n shown. The suitabilityanduseofthiscawingforanystructureIstheresponsibilioftheBuildingDesigerpe/ANSIItPI 1 ac.2. Suite 200 For more information see this job's general notes page and these web sites ALPINE: www alpmeitw corn. TPI, www3wrist oro. SBCA www.sbcindusW.com, ICC www itmsafe.oro Maryland Heights, MO 6304 Job Number. N330034 Py. 1 SEON. 41301 / T1 / VAL Cust R R8975 JRef 1 Wa189750065 W FL IN FL / TEENBLDR ,9A6/9A7 ,158MB/15BMC/158TB/158TC .02C ,RCOt Oly 1 FROM. RWM DrwNo: 115.18.1231.32899 Truss Label: V8A SN / WHK 04/25/2018 3'2"8 4'9"8 8' 37"8 17' 3.2..8 12 =04 =4X4 5.9 p B C T n =-4X4(D1)=4X4(D1) A D 0W4 G F E 1112X4 1112X4 Loading Criteria (psr) Wind Criteria TCLL: 20.00 Wind Std. ASCE 7.10 TCDL 1700 Speed 150 mph BCLL. 0.00 Enclosure: Closed BCDL: 10.00 Risk Category II EXP: C Des Ld: 47.00 Mean Height 15.00 R NCBCLL 10 00 TCDL 4.2 psi Soffit: 0.00 BCDL: 5.0 psf Load Duration. 1 25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a 3 00 It Loc. from endwall: not in 9.00 ft GCpi 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. 8' 3'4"4 1'3"8 3'4"4 3'4"4 47'12 8' Snow Criteria (Pg,Pr in PSF) Pg NA Cl- NA CAT: W Pf: NA Ce. NA Lu, NA Cs: NA Snow Duration, NA Code / Misc Criteria Bldg Code FBC 6th ed TPI Std' 2014 Rep Factors Used Yes FT/RT.20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.005 E 999 360 VERT(TL) 0 018 E 999 240 HORZ(LL). -0.002 E - HORZ(TL) 0.005 E Creep Factor: 2.0 Max TC CSI: 0.169 Max BC CSI: 0100 Max Web CSI: 0.053 VIEW Ver. 17.02.OtA.1115.21 I o. 7.08 1 • 00 SFS •...,....•.NG, COA & ON AL 04/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING l shall any as snown aoove ano on Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W G' 97 /23 /52 /- /5 /96.0 Wind reactions based on MWFRS G Min Brg Width Req = - Bearing A is a rigid surface Members not listed have forces less than 375# INSTALLERS Dw the latest edition of BCSI (Building 1s. Installers shall provide terhporary nd bott2m Nored shall have a properly ed nfesssCnoted otherwsa B7Referr to' his drBwindit an failure to build the on this drBwiX1 or cover page Le desIgn shown. The suitability A IPLNE MlMCOMMNf 13723 Riverpon Drive Suite 200 Maryland Heights, MO 63043 Job Number: N330034 Ply. 1 SEON. 41302 / T41 / VAL I Cusl: RR8975 JRef• 1Waf89750065 W FL /NFL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 Qty: 1 FROM- RWM DrwNo 115.18.1231.34271 Truss Label: V12 I I SN / WHK 04/25/2018 6' 12' 6' 6' 4X4 B Loading Criteria (psq 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 Des LcF 47.00 EXP: C Mean Height: 15.00 R NCBCLL. 1000 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 " C&C Dist a' 3.00 It Loc. from endwall not in 9.00 It GCpi. 0 18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others D 1112X4 12' 6' 6' V 12' Snow Criteria (P9.Pf in PSF) Deff/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W Pf: NA Ce. NA VERT(LL): 0.028 D 999 360 E' 98 /24 /55 /- /7 Lu. NA Cs NA VERT(TL): 0.107 D 999 240 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL)- -0.011 D - E Min Brg Width Req = - HORZ(TL). 0.027 D Bearing A is a rigid surface Code / Misc Criteria Creep Factor- 2 0 143 Bldg Code FBC 61h.ed 201 Max TC CSI: 0.659 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.510 Maximum Top Chord Forces Per Ply (lbs) Rep Factors Used: Yes Max Web CSI 0 182 Chords Tens Comp. Chords Tens. Comp. FT/RT•20(0)/10(0) A - B 620 -316 B - C 620 -316 Plate Type(s) WAVE VIEW Ver: 17.02.01A.1115.21 1 Maximum Bot Chord Forces Per Ply (lbs) p 0.708 1 e 4's• SAT O SFS •••...,,...•.NG,, COA ONAL 04/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in_fabricating, handling, shipping, installing and bracing. _ Refer to and follow the latest e ompongnt G?u In shall 11, or for iant)ur c s i pint acceptance of ro ess c any structure is the responsil gyral notes Dape arto these web sites: Al as snown above and on not be resbonsible for a www alprnertw com: TPI: www Chords Tens.Comp Chords Tens. Comp A - D 352 -485 D - C 352 -485 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp B - D 475 -837 of failure to buildthe or fTtie suitability ALPINE mrrwcOWWY 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number. N33DO34 PI)r 1 SEON: 41303 / T38 / VAL I Cust: RR8975 JRef 1Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RCOI Qty: 1 FROM RWM DrwNo 115.18.1231 34208 Truss Label: V16 I I SN / WHK 04/25/2018 6'6"S 9'2"8 15'9" 6'6" 8 K' 616"8 4X4 =4X4 B C r t 1112X4 1112X4 i 15,9„ Loading Criteria (psf) Wind Criteria TCLL 20.00 Wind Std ASCE 7-10 TCDL. 17.00 Speed 150 mph BCLL 000 Enclosure. Closed BCDL: 10.00 Risk Category, II Des Ld: 47 00 EXP: C Snow Duration: NA Mean Height: 15.00 It NCBCLL: 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 " C&C Dist a: 3.00 it Bldg Code. FOC 6th ed 201 Loc from endwall: not in 4.50 it Members not listed have forces less than 375# GCpi: 0.18 Max BC CSI: 0438 Max Web CSI: 0.135 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. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 6'8"4 6'8"4 2'4"8 9'0"12 6'8"4 15'9" G Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg. NA Ct NA CAT: NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL /W G' 98 /26 /56 /- /6 /188Pf. NA Ce, NA VERT(LL): 0.041 E 999 360 Lu, NA Cs, NA VERT(TL) 0 159 E 999 240 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.016 E - - G Min Brg Width Req = - HORZ(TL) 0.040 E Bearing A is a rigid surface. Code I Misc Criteria Creep Factor: 2.0 Bldg Code. FOC 6th ed 201 Max TC CSI: 0.833 Members not listed have forces less than 375# TPI Std' 2014 Rep Factors Used Yes Max BC CSI: 0438 Max Web CSI: 0.135 Maximum Top Chord Forces Per Pty (Ibs) Chords Tens.Comp. Chords Tens Comp. A • B 673 -295 C - D 673 -295FT/RT:20(0)/10(0) Plate Type(s): B - C 550 -197 VIEW Ver. 17.02.01A 1115 21WAVE y 4i Z'N-- GE •S c C' o. 708 1 = Jot COA W g(ONAI. 04/25/2018 WARNING" READ AND FOLLOW ALL IMPORTANT" FURNISH THIS DRAWING TO ALL C quire extreme care in fabricating h ndlin99 shi pin inch I Safety Information, by TPI and SCA) roe sa ety iactra SCSI., Unless noted otherwise,top chord shall have proR Vceilm Locations shown for permanent lateral restraiVApplydacestoeachfaceoftrussandpositronassI 60A -Z for standard plate positrons vision of ITW BuildinriComoonents GrouD Inc. shall not I and Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp Chords Tens. Comp. A - F 334 -522 E - D 334 -522 F - E 348 -550 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - F 328 -567 E - C 328 - 567 ING THE INSTALLERS to and follow the latest edition of BCSI (Building se functions. Installers shall provide temporary wathing and bottun hord shall have a properly unit mslalled pfr BCI sections ¢3, B7 or 810 in Details. un ess noted otherwise. kefer to this drpwin an failure to build the on this dr wi or cover page h&des„Qn shown. The suibillty ALPINEINE HNIgrDNMNi 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: N330034 I Py. 1 I SEON. 41304 / T30 / VAL I Cust: RR8975 JRel, 1Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 Oty: 1 FROM: RWM DrwNo, 115.18.1231.32602 Truss Label: MV2 SN / WHK 04/25/2018 Loading Criteria (pst) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph SCLL. 0.00 Enclosure: Closed BCDL. 1000 Risk Category: II Des Ld. 47.00 EXP: C Mean Height: 15 00 it NCBCLL 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL 5 0 psf Load Duration 1 25 MWFRS Parallel Dist: h to 2h Spacing 24.0 " C&C Dist a: 3 00 ft Loc. from endwall not in 9.00 ft GCpi 0 18 Wind Duration: 1 60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N 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 12 5.9 B 4X4(D1) A 0 0 -- CD 2' Q 2' Snow Criteria (Pg,Pf in PSF) Pg NA Ct: NA CAT W Pf. NA Ce: NA Lu NA Cs: NA Snow Duration, NA Code / Misc Criteria Bldg Code, FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL) 0.007 B 999 360 VERT(TL): 0 029 B 999 240 HORZ(LL)- 0 003 B - HORZ(TL): 0.007 B Creep Factor: 2.0 Max TC CSI: 0.057 Max BC CSI: 0135 Max Web CSI: 0.000 VIEW Ver: 17 02 01A.1115.21 H• ""'- , 0.708 1 • 4 SAT O w RFs • ..... •••NG, COA OVAL 04/25/2018 Maximum Reactions (lbs), or •=PLF Loc R /U /Rw /Rh /RL /W D' 97 /9 /61 /- /8 /24.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin handling, shipping installing.and bracin/q Refer to and follow the latest edition of SCSI (BuildingtSafetyInformation, byY TPI an'S CA) fa) safety practices prior to perfo ming these functions. Installers shall provide temporary BGSI Unless noted otherwise,top chord shall have properlyy attached structural sheathingg and bottom ghord shall have a properly id teilin Locations shown for permanent lateral restraint bf webs shall hay bracing installed p r BC51 seCoons 83, B7 or B10eApplyPlacestoeachface. of [truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to 60A -Z for standard plate positrons. a division of any not TPI www failure to buildthe The su [ability ALPINEINE MnWC wrNn 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304: Job Number: N330034 Py. 1 SEON• 41305 / T26 / VAL Cusl: R R8975 JRef: 1 Wa189750065 W FL / N FL / TEENBLDR .9A6/9A7 ,158MB/158MC/158TB/158TC .02C ,RCOI Oly. 1 FROM: RWM OrwNo, 115.18.1231.33881 Truss Label: MV4 I I SN / WHK 04/25/2018 Loading Criteria (psq TCLL: 2000 TCDL: 1700 BCLL' 000 BCDL. 1000 Des Ld: 4700 NCBCLL 1000 Soffit: 0.00 Load Duration: 1.25 Spacing: 24 0 " 0.4 Wind Criteria Wind Std: ASCE 7.10 Speed 150 mph Enclosure* Closed Risk Category: II EXP: C Mean Height: 15.00 it TCDL: 4 2 pst BCDL 5 0 psf MWFRS Parallel Dist: h/2 to h CBC Dist a. 3.00 It 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 "i 3B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional CBC member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others. IMPORTANT" FURNISH THIS a division of any 1112X4 12 B i 1112X4 4- 4 - Snow Criteria (Pg,Pf in PSF) Del l/CSI Criteria Pg: NA Ct. NA CAT. NA PP Deflection in loc Udell L/# Pf NA Ce- NA VERT(LL): NA Lu: NA Cs. NA VERT(TL): NA Snow Duration: NA HORZ(LL)- 0 003 C HORZ(fL). 0.007 C Code I Misc Criteria Creep Factor, 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.237 TPI Std: 2014 Max BC CSI 0.188 Rep Factors Used: Yes Max Web CSI 0.079 FT/RT 20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17 02 01A 1115.21 0.708 SAT O S/ONAL N `' cOA #0 ° sIasi 04/25/2018 T 1 Maximum Reactions (lbs), or'=PLF Loc R /U /Rw /Rh /RL /W D' 97 /22 /68 /- /16 /48.0 Wind reactions based on MWFRS D Min Big Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# LL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing. Refer to and follow the latest edition of BCSI (Buildin ictices prior to performing these functions. Installers shall provide tempora properly attached structural sheathing and bottom Chord shall have a proper straint Of webs shall hav bracin insetted p r SCSI sections Q3, B7 or 810yisshownaboveandontheJoint9Details, unless noted otherwise. Refer to not be resconsible for any deviation from this dri3win ap failure to build the installation and bracin of trussesA eat on this dr, IXI or cover page en sneering responsibilitty sole )YY or the desi n shown. The sufTability rilit of the Building DesiglSer perANSlffPI 1 Sec.2. PINE: www.alpineitw com: TPI, www Iprnst org, SBCA www sbandustry com, ICC www iccsal PIANE mrnVC4MeNl/ 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number: N330034 Py 1 SEON' 41306 / T27 / VAL Cust R R8975 JRef 1 Waf89750065 W FL /NFL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 Qty: 1 FROM, RWM DrwNo: 115 18 1231 34068 Truss Label: MV6 SN / WHK 04/25/2018 0% 1112X4 B 6' Loading Criteria IpsQ 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. 47.00 Mean Height 15 00 H NCBCLL: 10.00 TCDL 4 2 psf Soffit 000 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing. 24.0 " C&C Dist a. 3.00 it Plate Type(s): Loc from endwall not in 9.00 ft WAVE 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 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Right end vertical not exposed to wind pressure Additional Notes Valley truss connection to truss below shall be designed and furnished by others. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA CP NA CAT. NA PP Deflection in loc Udefl U# Pf NA Ce- NA VERT(LL). NA Lu* NA Cs. NA VERT(TL): NA Snow Duration NA HORZ(LL). 0.011 C HORZ(TL) 0 026 C Code / Misc Criteria Creep Factor 2 0 Bldg Code, FBC 6th.ed 201 Max TC CSI: 0.579 TPI Std 2014 Max BC CSI 0 503 Rep Factors Used Yes Max Web CSI: 0.190 FT/RT-20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 WARNING" READ AND FOLLOW AI IMPORTANT— FURNISH THIS DRAWING TO ALL a division of any off S T O c ' Imo_ 1 r • w to COA #0 SONA w • 04/25/2018 i 1 Maximum Reactions (Ibs), or •=PLF Loc R /U /Rw /Rh /RL /W D' 98 /24 /71 /- /17 /72.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# LUDING THE INSTALLERS efer to and follow the latest edition of SCSI (Building these functions. Installers shall provide temporary al sheathing9 and bottom hord shall have a properly br8cri mslolled p r BC I sections 133, 137 or 810, to aomoDetails, unless notes otherwise Refer to failure to build the I or cover pa e n. The sui bility A NE WIMCowwr 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number. N330034 Py: 1 SEON• 41307 / T21 / HIP_ I Cusl: RR8975 JRef• 1Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 Oly. 2 FROM. RWM DrwNo 115.18.1231.33756 Truss Label: HJ7 SN / WHK 04/25/2018 5'3"7 9110"1 5'37 46"10 Loading Criteria (psf) TCLL• 2000 TCDL 1700 BCLL: 0.00 BCDL: 10.00 Des Ld: 47 00 NCBCLL: 0.00 Soffit, 000 Load Duration: 1.25 Spacing 24 0" 0 t2 4.17 2X4 C M O_ ih OO B 412T y A 2X4(A1) FE 4X4 1'10"10 Wind Criteria Wind Std' ASCE 7.10 Speed: 150 mph Enclosure, Closed Risk Category- II EXP: C Mean Height, 15 00 It TCDL: 4.2 psf BCDL 5 0 psi MWFRS Parallel Dist 0 to h/2 C&C Dist a. 3 00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration. 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #1 Webs 20 SP #3 Lumber value set "138" 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 9'3"1 9'3"1 Snow Criteria (P9,Pf in PSF) Pg. NA Ct. NA CAT W Pf: NA Ce: NA Lu. NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Std 2014 Rep Factors Used No FT/RT•20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection In loc Udell U# VERT(LL)- 0 030 F 999 360 VERT(fL). 0.113 F 999 240 HORZ(LL). 0.008 F - HORZ(TL)' 0.018 C Creep Factor 2 0 Max TC CSI 0 772 Max BC CSI: 0670 Max Web CSI: 0.353 VIEW Ver 17.02.01A 1115 21 11 o. 708 1 it ot S T O A twa sslONAL NSOCOA #F4Z11j .'J'4 i r 04/25/2018 7" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 522 /165 /- /- /- /10.6 E 427 /52 /- /0 /0 /1.5 D 305 /154 /• /- /- /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 325 -762 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B -F 710 -291 Maximum Web Forces Per Ply (Ibs) Webs Tens Comp. C -F 318 -776 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fa¢ricating, handlin9 shippin instalting•and bracing. _ Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by PI an BCA) rOr safety g1ractices prior to performing these functions. Installers shall provide temporary bracin per BGSI Unless noted o herwise,top chord shall have property attached structural sheathing and bottom hord shall hay a proper attacha rpld cellin Locations shown for ermanent lateral restraint 6f webs shall hav br88cin99 Installed pfr BCI sections B3, 7 or B10y as app Ica e. Apptoy plates to each face ofPtruss and position as shown above and on tI a Join`Details, un ess noted otherwise. Refer to ALPINEdrawings160A -Z for standard plate positions. Alppin a division of ITW Build n CCom ongntg Groupp In .,shall not be responslple for an deviation from this dr win atty failure to build theirtissinconformancewithANIPI1orforhandllrfShlupinq, installation and bracing of,trussesA seat on this dr wiifg or cover pa 13723 Riverpon DrivelistinggthisdrawingindicatesacceptanceofproTessionarenineeringreeponsrbllltysoleforthedesinshovin. The suitabilityand6seothisdrawingforanystructureistheresponsibilityoftheBuildingDesigerpeANSIITPI1Sc.2. Suite 200 For more inlormabon see chis ob's eneral notes a e and mese web sales: ALPINE www at 'neitw tom: TPI• www.t msi.or :SBCA: www.sbundus win. ICC www iccsale.Ora Maryland Heights, MO 6304 Job Number: N330034 Py: 1 SEON: 41308 / T34 / HIP_ Cust: R R8975 JRef: 1 Wa189750065 W FL /NFL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C .RC01 pry• 1 FROM: RWM Dnallo: 115.18.1231.34303 Truss Label: HJ71 SN / WHK 04/25/2018 5'5"3 5'5"3 9'10"1 4'4"14 C 2X4(A1) N H -- N.%4 o. 708 1 o t SAT O 0. A t, • . COA #0S4,,, ,,,,tr'" 04/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricator h ndling shi ping Installing,and bracing Refer to and follow the latest edition of BCSI (BuddingComponentSEeryInformation, by TPI an SCA) f8j safety practices prior to performing these functions Installers shall provide temporary bracing per B SI Unless noted ovterwise,top chord shall have pro attached structural sheathing and bottom Nord shall have a properr attach€d rigid ceilin .Locations shown for ermanent lateral restraint bf webs shall hay brawn insl@fled per BC9I sections Q3, B7 or 910, as app Ica a Appy plates to ach face, of truss and position as shown above and on tette oint9Details, unless noted otherwise. Refer to ALPINEdrawings160A•Z for standard pate positions. Alpine, a division of ITW Buddl1n CComponggnts Grpup InC shall not be responsiple for any deviation from this drewmp any failure to build the w, ffwc' runs In nformance with ANSI PI 1, or for handlut shi pm , mst llatiOn and bracing of irussesA geat on this dr3wirlg or cover pagge , , 13723 rpRive on DriveIstinthisrawinindicatesaccelanceof rogessponag en ineerin re ponsibili sole for the desi n shown. The suiTabilitygdgpp7ir9ttv INv g and irse of this thawing for any structure is the responsibility of the 9uild ng DesigiSer pefANSIlfPI 1 S8c.2. Suite 200 For more mlormabon see this ob's eneral notes a e and mese web s ies ALPINE: www al meinv coin, TPI: www.t mst.or , SBCA www.abun0ust .win, ICC: www iccsale or Maryland Heights, MO 6304 5'3"7 577 472 9'6•'9 3" 1 "1 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,PI m 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 Udell U# Loc R / U / Rw / Rh / RL /W TCDL: 1700 Speed: 150 mph Pf: NA Ce NA VERT(LL): 0 018 F 999 360 A 384 /109 / • / • / - /106 BCLL: 000 Enclosure. Closed Lu NA Cs: NA VERT L ' 0 070 F 999 240lT) D 453 /70 / - / - / - /1.5 Risk Category, IIBCDL: 10.00 g ry Snow Duration NA HORZ(LL). 0 006 E - C 298 /143 / - / - / - /1.5 Des Ld: 47.00 EXP: CMean0014E - - Wind reactions based on MWFRS Height* 15 00 Itei NCBCLL: 0 00 TCDL. ei psf Code Code / Misc Criteria Creep Factor 2 0 A Min Brg Width Req = 1 5 Soffit: 0.00 BCDL: 5 0 psf Bldg Code. FBC 6th.ed 201 Max TC CSI 0.729 D Min Brg Width Req = - Load Duration: 1 25 MWFRS Parallel Dist' 0 to h/2 TPI Std' 2014 Max BC CSI: 0 495 C Min Brg Width Req = - Bearing A is a rigid surface. Spacing 24 0 " C&C Dist a: 3.00 it Rep Factors Used: No Max Web CSI: 0 455 Bearing A requires a seat plate. Loc. from endwall• NA FT/RT.20(0)/10(0) GCpr 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1 60 WAVE VIEW Ver: 17.02.01A.1115.21 Maximum Top Chord Forces Per Pty (Ibs) Lumber Chords Tens.Comp. Value Set, 13B (Effective 6/1/2013) A - B 269 -942 Top chord 2x4 SP #2 N Bot chord 2x4 #2 N Maximum Bot Chord Forces Per Ply (Ibs) 3Webs2x4SP #3 Chords Tens.Comp. Chords Tens. Comp Lumber value set "138" uses design values approved 1/30/2013 by ALSC A - F 871 -245 F - E 864 -249 Loading Maximum Web Forces Per Ply (Ibs) Hipjack supports 6-11-8 setback jacks with no webs Webs Tens.Comp Wind B-E 272 -944 Wind loads and reactions based on MWFRS N H -- N.%4 o. 708 1 o t SAT O 0. A t, • . COA #0S4,,, ,,,,tr'" 04/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricator h ndling shi ping Installing,and bracing Refer to and follow the latest edition of BCSI (BuddingComponentSEeryInformation, by TPI an SCA) f8j safety practices prior to performing these functions Installers shall provide temporary bracing per B SI Unless noted ovterwise,top chord shall have pro attached structural sheathing and bottom Nord shall have a properr attach€d rigid ceilin .Locations shown for ermanent lateral restraint bf webs shall hay brawn insl@fled per BC9I sections Q3, B7 or 910, as app Ica a Appy plates to ach face, of truss and position as shown above and on tette oint9Details, unless noted otherwise. Refer to ALPINEdrawings160A•Z for standard pate positions. Alpine, a division of ITW Buddl1n CComponggnts Grpup InC shall not be responsiple for any deviation from this drewmp any failure to build the w, ffwc' runs In nformance with ANSI PI 1, or for handlut shi pm , mst llatiOn and bracing of irussesA geat on this dr3wirlg or cover pagge , , 13723 rpRive on DriveIstinthisrawinindicatesaccelanceof rogessponag en ineerin re ponsibili sole for the desi n shown. The suiTabilitygdgpp7ir9ttv INv g and irse of this thawing for any structure is the responsibility of the 9uild ng DesigiSer pefANSIlfPI 1 S8c.2. Suite 200 For more mlormabon see this ob's eneral notes a e and mese web s ies ALPINE: www al meinv coin, TPI: www.t mst.or , SBCA www.abun0ust .win, ICC: www iccsale or Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEON• 41309 / T25 / HIP_ Cust. RR8975 JRef. 1Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC .02C ,RCOt Oly, 1 FROM. RWM DrwNo• 115.18.1231.33741 Truss Label: HJ68 I I I SN / WHK 04/25/2018 772 9'4'6 7'0"2 + 2'4"5 , Loading Criteria (psf) TCLL' 2000 TCDL: 17.00 BCLL: 0.00 BCDL: 1000 Des Ld: 4700 NCBCLL: 0.00 Soffit 0.00 Load Duration: 1.25 Spacing: 24.0 " 1112X4 C 12 4 17 v Snow Criteria (Pg,Pf .n PSF) Defl/CSI Criteria i Pg. NA Ct, NA CAT. NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL /W fV B B 347 /103 / - / • / - /10.6 Y T': y G 1053 /216 / • / - / - /11.3 Snow Duration, NA A E m 7)(A (A 11 c 1,10.10 Wind Criteria Wind Std: ASCE 7-10 Speed. 150 mph Enclosure: Closed Risk Category II EXP C Mean Height. 15.0011 TCDL. 4 2 psf BCDL 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a, 3.00 it Loc from endwall: NA GCpi: 0.18 Wind Duration. 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-7-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 1112X4 772 7'0"2 i 2'4^5 9'4"6 Snow Criteria (Pg,Pf .n PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg. NA Ct, NA CAT. NA PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL /W Pf: NA Ce: NA VERT(LL): 0.055 F 999 360 B 347 /103 / - / • / - /10.6 Lu NA Cs: NA VERT(fL). 0.062 F 999 240 G 1053 /216 / • / - / - /11.3 Snow Duration, NA HORZ(LL)- 0.025 F - E 4 /36 /12 / - / - /1 5 HORZ( L): 0.026 F D 57 /61 / • / - / - /1.5 Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code. FBC 61h.ed 201 Max TC CSI- 0.719 B Min Brg Width Req = 1.5 TPI Std 2014 Max BC CSI. 0.434 G Min Brg Width Req = 1 5 Rep Factors Used Yes Max Web CSI 0.162 E Min Brg Width Req = - D MBrg Width Req = FT/RT:20(0)/10(0) Bearings B & G are a rigid surface Plate Type(s): Bearings B & G require a seat plate. WAVE VIEW Ver: 17.02 01A.1115.21 Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 284 -961 P• G ....5.'`G sem; • •. o. 708 1 SAT O 4 S ONALcoAaors,,,,o.,,,rw1+' 04/25/201 s RNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS icaoie. hppry sates to eacn race or truss ano posmon as snown above ana on s 160A -Z for s ndard plate positions. a division of ITW_Blrildjng.Compongnis Group Inc. shall not be responsible for a any to TPI www of from this drpwinq all failure to build the t seal on thi; drBwiX9g or cover pagqe , NSthe d;sigc shown. The sui`ability ALPINE NI COWN1r 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number: N330034 Py. 1 SEON: 41310 / T39 / HIP_ I Cusl; R R8975 JRef• 1 Waf89750065 W FL / NFL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 oy 2 FROM. RWM DrwNo. 115.18.1231.32571 Truss Label: HJ68A SN / WHK 04/25/2018 5'1 "2 5'1 "2 9'4"6 4'3"5 791 12 4.17 p 2X4 C v TCLL 2000 Wind Std' ASCE 7.10 TCDL 1700 Speed: 150 mph BCLL: 0.00 ih BCDL. 10.00 Risk Category: II Des Ld: 4700 EXP. C V Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf 7 B T Load Duration: 1.25 t Spacing 24 0 ” 2i A were l FE 4X4 t 8'9"8 6"15 1.10"10 8,9„8 9'4' Loading Criteria (psr) 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: 4700 EXP. C Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit 000 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist, 0 to h/2 Spacing 24 0 ” C&C Dist a: 3.00 ft Loc. from endwall NA GCpi• 0 18 VIEW Ver 17.0201A.1115.21WindDuration. 1 60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 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 Loading Hiplack supports 6-7-8 setback jacks with no webs Wind Wind loads and reactions based on MWFRS. WARNING" READ IMPORTANT" FURNISH THIS C a division of l Ni 1, or for r acceptance any sructure information see Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg NA Ct: NA CAT. NA PP Deflection in loc Udell U# Pf. NA Ce: NA VERT(LL). 0.030 F 999 360 Lu: NA Cs' NA VERT(TL): 0.114 F 999 240 Snow Duration: NA HORZ(LL): 0 008 C - - HORZ(TL)- 0 018 C Code / Mist; Criteria Creep Factor 2 0 Bldg Code: FBC 6th ed 201 Max TC CSI: 0.650 TPI Std: 2014 Max BC CSI: 0.850 Rep Factors Used: No Max Web CSI: 0.280 FT/RT:20(0)/10(0) Plate Type(s): WAVE VIEW Ver 17.0201A.1115.21 gyp, fr'"`•, i'r•''GE ..S.,1Q o. 708 1 o t• SAT O COA 40°1q$ ONAL 04/25/2018 Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL /W B 487 /155 /- /- /- /106 E 385 /46 /• /0 /0 /1.5 D 275 /139 /- /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens Comp B - C 285 -672 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens Comp. B - F 623 -253 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp C - F 278 -685 ALL CONTRACTORS INCLUDING THE INSTALLERS W), Installingand bracing. Refer to and follow the latest edition of BCSI (Buildingradicespriortoperformingthesefunctions. Installers shall provide temporary e properly attached structural sheathing and bottom chord shall have a properly estraint bf w bs shall hay braecingq installed per SCSI sections 83, B7 or Bio as shown above and on tfre JoinfDetails, unless noted otherwise Refer to II not be response le for any ddeviation from this drawingg an failure to build the IQ, Installation an bracing gf,trussesA Seal on this drBwiX9 or cover page I en ineerinq responsibility solely for the des i n shown. The suiCability ibIIIV0 the Building Desiglter perANSI/TPI 1 S$c.2. 4LPINE www aipmeaw com; TPI: www.tpmst org, SBCA www sbandustry com, ICC7 www iersaf ALPINE mm.torwwr 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number. N330034 Py. 1 SEON 41311 / T35 / HIP_ Cush R R8975 JRef, 1 Wa189750065 W FL /N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC .02C ,RC01 Qty: 2 FROM: RWM DrwNo: 115.18.1231.34755 Truss Label: HJ6 I I SN / WHK 04/25/2018 4'3"9 4'3"9 8'5"1 4'1"8 L 12 4.17 p 2X4 C Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,PI in PSF) DefllCS1 Criteria Maximum Reactions (lbs) TCLL: 20.00 Wind Std ASCE 7.10 B PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W ih 7- Pf. NA Ce: NA VERT(LL): 0.019 F 999 360 B 393 / 125 / - / - / - /106 4747 A 2X4(A1) FE 4X4 Lu, NA Cs. NA 1'11 6 } T913 7"5 7'913 8'5"'1 Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,PI in PSF) DefllCS1 Criteria Maximum Reactions (lbs) TCLL: 20.00 Wind Std ASCE 7.10 Pg NA CI:NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W TCDL: 17.00 Speed: 150 mph Pf. NA Ce: NA VERT(LL): 0.019 F 999 360 B 393 / 125 / - / - / - /106 BCLL. 0.00 Enclosure. Closed Lu, NA Cs. NA VERT(TL): 0 073 F 999 240 E 292 /29 / • /0 /0 /15 BCDL: 10.00 Risk Category, II Snow Duration: NA HORZ(LL): 0.005 C - - D 238 /119 / - /- /- /15 Des Ld: 47.00 EXP: CHORZ(TL)- 0.012 C - Wind reactions based on MWFRS Code I Misc CriteriaNCBCLL: 0.00 Mean Height: 15.00 R TCDL 4.2 psi Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit. 0.00 BCDL: 5.0 psf Bldg Code, FBC 61h.ed 201 Max TC CSI: 0 545 E Min Br Width Re9 q = - Load Duration. 1 25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC CSI: 0.631 D Min Brg Width Req = - Bearing B is a rigid surface Spacing: 24.0 " C&C Dist a. 3.00 R Rep Factors Used. No Max Web CSI 0 213 Bearing B requires a seat plate Loc from endwall: NA FTIRT:20(0)/10(0) GCpi: 0.18 Plate Type(s), Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 17 02.01A.1115.21 Maximum Top Chord Forces Per Ply (lbs) Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 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 Loading Hipjack supports 5-11.8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. WARNING" READ AND FOLLOW AL IMPORTANT** FURNISH THIS DRAWING TO ALL lion as shall not F I ri 1, or Tor nanour acceptance of pr any structure is the mai notes page and these Chords Tens.Comp. B - C 238 -567 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 529 -213 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp C - F 230 •571 o • o. T08 1 t . S,•...,,... ENG, COA #6 ONA1. wa rnaltwl*r 04/25/2018 ING THE INSTALLERS to and follow the latest edition of BCSI (Building se functions. Installers shall provide tempora rryy leathing and bottom hord shall hav a properl cin installed pfr BC I sections B3, 7 or 517 in Details, un ess not otherwise Refer to failure to build the 1 or cover pagge n. The suitability A IPLNE m TV COMMH/ 13723 Riverporl Drive Suite 200 Maryland Heights, MO 6304 Job Number: N330034 PIT 1 SEON. 41331 / T20 / EJAC I Cusp RR8975 JRef: 1Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 Oty 9 FROM. RWM DrwNo* 115.18.1231.33506 Truss Label: EJ7 I SN / WHK 04/25/2018 C 12 5.9 Wind Criteria n Wind Std: ASCE 7-10 TCDL: 17.00 o BCLL: 0.00 Enclosure: Closed ih Risk Category: II EXP C v Mean Height: 15 00 R 10 00 TCDL. 4.2 psf Soffit: 000 B A 7X4/A11 p MWFRS Parallel Dist 0 to h/2 1'4" 7' 7' Loading Criteria (psf) Wind Criteria TCLL: 2000 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL 1000 Risk Category: II EXP C Des d:: Des Ld: 47.00D Mean Height: 15 00 R 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 it Loc from endwall. not in 4.50 it GCpi: 0.18 WAVEWindDuration: 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. WARNING" READ AND I IMPORTANT** FURNISH THIS DRAWI Snow Criteria ft,Pf in PSF) Defl/CSI Criteria Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce NA VERT(LL) NA Lu: NA Cs: NA VERT(TL) NA Snow Duration NA HORZ(LL): 0.016 D HORZ(TL): 0 037 D Code / Misc Criteria Creep Factor: 2 0 Bldg Code. FBC 61h ed 201 Max TC CSI. 0 933 TPI Std: 2014 Max BC CSI 0.591 Rep Factors Used, Yes Max Web CSI 0.000 FT/RT 20(0)/10(0) Plate Type(s): VIEW Ver: 17 02 01A.1115 21WAVE ALL i 7108$1 S T O Q COA ad AL t»tatta m 04/252018 to THE INSTALLERS of Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 466 /107 /381 / - /155 /8.0 D 135 /12 /103 /- /- /15 C 234 /111 /149 /- I- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Big 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# IlCaoie. Apply imes to each laceof truss ano position as shown above and on the JoinfDelails, unless noted otherwise. Refer to 3s 160A•Z for standard plate positions. a division of ITW Bpitddlng CComponents GTuG In shall not be respponsible for any deviation from this dr8win an failure to build the confoprmance with AN I/7PI 1, or for handlir5p shiCpm , installatidn and bracing of trussesA eel on this dr wiXg or over pagge , this drawin indicates acceptance of proTessionaf en ineerinqq re. ponsibilityN solelyN or the desi n shown. he suiCabilityseofthisgnawingforanystructureistheresponsibilitofthe9uildingDesigrierperANSI/TPI 1 S6c.2. ALPINE u+mvmw.xr 13723 Riverpon Drive Suite 20D Maryland Heights, MO 6304 Job Number: N330034 Ply. 1 SEON: 41313 / T4 / EJAC Cust. RR8975 JRel: 1Wa189750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RCOt Oty- 6 FROM- RWM DrwNo: 115.18.1231 34754 Truss Label: EJ71 SN / WHK 04/25/2018 Loading Criteria (psq TCLL. 20.00 TCDL: 17.00 BCLL: 000 BCDL' 10.00 Des Ld. 4700 NCBCLL: 10.00 Soffit 0.00 Load Duration: 1.25 Spacing: 24.0 " T B Wind Criteria Wind Std: ASCE 7.10 Speed 150 mph Enclosure, Closed Risk Category: II EXP C Mean Height. 15 00 R TCDL: 4.2 psf BCDL: 5.0 list MWFRS Parallel Dist: h/2 to h C&C Dist a: 3 00 H 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 02 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,PI in PSF) Pg: NA Ct: NA CAT. W PP NA Ce: NA Lu. NA Cs. NA Snow Duration* NA Code / Misc Criteria Bldg Code FBC 6th ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 7' 7' Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL). NA HORZ(LL): 0.018 C HORZ(TL)- 0 043 C Creep Factor: 2.0 Max TC CSI: 0.984 Max BC CSP 0617 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1115.21 vr— 41 V ` •• 0.708 1 o S SS ONAI EN ,r COA 04/25/2018 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL /W A 350 / 62 /260 / - /130 /8.0 C 138 /15 /109 /- /- /1.5 B 240 /114 /156 /- /- /1.5 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. Bearing A requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin h ndlingg shiDpin mstalling.and bracing. Reler to and lollow the latest edition of SCSI (Building Component Safety Information, by TPI an SCA) fb) safety ractices prior to performing these functions. Installers shall provide temporary bracin er BCSI., Unless noted o erwise,top chord shall have proDerry attached structural sheathing and bottom ghord shall have a proper y attach riclid ceiltn .Locations shown for ermanent latgral restr3lnt bf webs shall hav braGn installed p r BC51 sections ¢3, 137 or 610, as appica ge. Apply plates to each face ofptruss and pos Uon as shown above and on tfle Jomt9Detads, unless noted otherwise. Refer to drawings 160A -Z for standard plate positions. for any failure to buildthe nor 4ihe su [ability ALPINENE J•InY(pNINn' 13723 Rrverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number: N330034 Ply. 1 SEON. 41314 / T23 / EJAC Cush R R8975 JRef. 1 Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 Oily. 1 FROM. RWM DrwNo 115 18 1231.33460 Truss Label: EJ68 SN / WHK 04/25/2018 Loading Criteria (psf) TCLL 2000 TCDL' 17.00 BCLL: 0.00 BCDL' 1000 Des Ld: 47 00 NCBCLL: 10.00 Soffit. 000 Load Duration. 1.25 Spacing: 24.0 " 6'8" 1'8" 1112x4 C 12 59 p m iv i7b B A I F E 2X4(Al) 1112x4 r 5.4.. -k- 1,4,. 1.4.E 5. 1.8.. 5' 6'8" Wind Criteria Wind Std ASCE 7-10 Speed: 150 mph Enclosure Closed Risk Category. II EXP: C Mean Height 15 00 it TCDL 4 2 psf BCDL. 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpr 0.18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bol chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Right end vertical not exposed to wind pressure. Snow Criteria (P9,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 Sid. 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s) WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) 0 006 F 999 360 VERT(TL). 0.025 F 999 240 HORZ(LL). 0.004 F - - HORZ(TL) 0 009 F Creep Factor 2 0 Max TC CSI 0 322 Max BC CSI: 0.231 Max Web CSI: 0 122 VIEW Ver 17.02.01A.1115.21 gyp• f'' o. T08 1 SAT 04/25/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W B 357 /68 /304 / - /149 /80 G 399 / 154 / 266 / - / - /8.0 Wind reactions based on MWFRS B Min Big Width Req = 1 5 G Min Brg Width Req = 1 5 Bearings B 8 G are a rigid surface Bearings B 8 G require a seat plate Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens Comp. C - F 375 -304 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricator h ndlm9 shi ping installing and bracing.. Refer to and follow the latest edition of SCSI (Budding d Safety Information, by TPI an SCA) fb safety practices prior to performing these functions Installers shall provide temporaryrBCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a proper y Vceiling Locations shown for ermanent lateral restraint bf webs shall haw brecina mslalled pgr BCI sections 133, 137 or 810, sle. Apy places to each face ofptruss and position as shown above and on tI a JoinfDetails, unless noted otherwise. Refer to 60A -Z for standard plate positions. of any mformabon see failure to buildthe The suaQ bility ALNE w,mvco.n x 13723 Rrverport Drive Suite 200 Maryland Heights, MO 6304 Job Number. N330034 Ply. 1 SEON• 41315 / T2 / EJAC Cust. RR8975 JRef 1Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C .RCOt Oty 2 FROM: RWM DrwNo: 115 18.1231.32540 Truss Label: EJ68A SN / WHK 04/25/2018 794 C 54" j 1-4----j Loading Criteria (psq Wind Criteria TCLL 20.00 Wind Std: ASCE 7-10 TCDL. 1700 Speed: 150 mph BCLL' 0.00 Enclosure: Closed BCDL. 1000 Risk Category. II Des LcF 47.00 EXP C Snow Duration: NA Mean Height: 15 00 it NCBCLL 10.00 TCDL. 4 2 psi Soft, 0.00 BCDL: 5.0 list Load Duration 1 25 MWFRS Parallel Dist h/2 to h Spacing: 24.0 " C&C Dist a. 3.00 it Max TC CSI: 0 374 Loc from endwall: not in 9.00 It TPI Std: 2014 GCpi: 0.18 Bearings A & F require a seat plate. 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 "l 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 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs) Pg: NA Ct: NA CAT NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce. NA VERT(LL): 0.009 E 999 360 A 237 / 22 /178 / - /124 /8.0 Lu. NA Cs' NA VERT(TL): 0 033 E 999 240 F 416 / 161 / 284 / - / - /8.0 Snow Duration: NA HORZ(LL)- 0.005 E - - Wind reactions based on MWFRS HORZ(fL) 0 013 E A Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5 Bldg Code: FBC 6th ed 201 Max TC CSI: 0 374 Bearings A & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.256 Bearings A & F require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.133 FT/RT 20(0)/10(0) Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) Plate Type(s). Webs Tens.Comp WAVE VIEW Ver 17.02.01A.1115.21 B - E 379 -313 WARNING" READ AND FOLLOW ALL IMPORTANT" FURNISH THIS DRAWING TO ALL C quire extreme care in fatncating9, handling, shipupininstt naerprpSlUnlessnotedoihenviseopchorslhprop s id ceilm Locations shown for ermanent lateral restrai e. ApDty Dlates to each lace otPtruss and position as st60A -Z for standard plate positions. ivision of ITW BUtrilid1 g CComponegnts Group Ins shall not t lformance with ANSI 1 1, or for handle shipping, Ins' drawin indicates acceptance of proTessionar en f this awing for any structure is the responsibility 7t0861 A- 1%wd Xv, il 6 COAa6 0NAL E .• 04/25/2018 IING THE INSTALLERS to and follow the latest edition of BCSI (Building se functions Installers shall provide temporarryy heathingg and bottom hord shall have a properly cine installed ptr BC`I sections B3, B7 or 910, infDetads, un ess noted otherwise kefer to viation from this drawin au, failure to build theussesAsealonthisdrwillporcoverpae . . solei for the des i n shown. The suitability er per ANSI/TPI 1 S1c.2. w tpmst.org. Sack www socindUstry com, ICC' ww J=8fe ALPINE MlrIWCDMMNf 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 I Job Number: N330034 Ply. 1 SEON. 41316 / T40 / EJAC Cust. RR8975 JRef 1Waf89750065 W FL /NFL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 Oly 5 FROM RWM DrwNo: 115.18.1231 33663 Truss Label: EJ688 SN / WHK 04/25/2018 Loading Criteria (psi) TCLL* 20.00 TCDL 17.00 BCLL: 000 BCDL: 10.00 Des Ld: 47.00 NCBCLL 10.00 Soft: 0.00 Load Duration, 1 25 Spacing: 24.0 " V C 1,4„ 6,8., 6,8., Wind Criteria Wind Std, ASCE 7-10 Speed: 150 mph Enclosure. Closed Risk Category, II EXP: C Mean Height: 15.00 it TCDL' 4 2 psf BCDL: 5 0 psf MWFRS Parallel Dist h/2 to h C8C Dist a: 3.00 it Loc. from endwall, not in 4.50 it GCpi: 0.18 Wind Duration 1.60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 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. Snow Criteria (Pg,Pf in PSF) Pg. NA Cl' NA CAT: W Pf: NA Ce: NA Lu NA Cs: NA Snow Duration NA Code / Misc Criteria Bldg Code: FBC 61h ed 201 TPI Std, 2014 Rep Factors Used. Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL) NA VERT(TL)- NA HORZ(LL): 0 013 D HORZ(TL): 0 032 D Creep Factor 2.0 Max TC CSI: 0 832 Max BC CSI: 0.533 Max Web CSI 0.000 VIEW Ver 17 02 01A.1115.21 op --A s' •.0 of o. 708 1 o t• S CoA Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 450 /104 /370 /• /149 /80 D 128 /11 /97 /- /- /1.5 C 222 /105 /141 / • / - /15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing 8 is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# 04/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating,h ndlingg shi in installing and bracing. Refer to and follow the latest edition of BCSI (Buildingnen, SaEery Information, br TPI in S CA) f8i sa%tpy I ractices prior to performing these functions Installers shall provide terilporary S' SCSI Unless noted oy erwise,top chord shall have properly attached structural shgathing and bottom hord shall hav a properly tl riggid Ceilin Locations shown for ermanent lati;ral restraint bf webs shall hav brawna installed p r BC I s coons 3, 7 or B10, i' e. Appy plates to each face otptruss and position as shown above and on tt a aoinrDetails, un ess note otherwise. Defer to Is 160A -Z for standard plate positions. a division of ITW Buildin CComponfntsg Group 1%. shall not be re;pondi¢le for any deviation from this drawing arty failure to build thecpnformancewithANSIA1, or or andli S s ippinq, installation an bracing of irussesA seal on thi; drawirfg or cover pagethisdrawingindicatesacceptanceofroTessionaienIneerinqresponsibilittyvsole )1r for the des i n shown. The sui 9 bilityieofthisdrawingforanystructureistheresponsibilitoftheBuildingDesigrSerperANSI/fPI 1 0c.2. ALPINENE m TV O)MMNY 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number. N330034 Ply. 1 SEON: 41317 / T37 / EJAC Cust. R R8975 JRef: 1 Wal89750065 W FL /NFL /TEE NBLDR ,9A6/9A7 .158MB/158MC/158TB/158TC ,02C ,RC01 Oty: 3 FROM RWM DrwNo, 115.18 1231 34759 Truss Label: EJ6 I SN / WHK 04/25/2018 C 12 5.9 rn TCLL: 2000 Wind Std: ASCE 7.10 Cl) Cl) BCLL: 0.00 M BCDL 1000 B B Min Brg Width Req = 1.5 EXP: C r Cl) A 2X4(A1) NCBCLL. 10.00 TCDL 4 2 psi Soffit, 0.00 BCDL: 5.0 psi Load Duration: 1.25 p f-- 1'4" 61 Loading Criteria (psp Wind Criteria TCLL: 2000 Wind Std: ASCE 7.10 TCDL 1700 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL 1000 Risk Category: II B Min Brg Width Req = 1.5 EXP: C Des Ld, 47.00 Mean Height: 15.00 R NCBCLL. 10.00 TCDL 4 2 psi Soffit, 0.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24 0 " C&C Dist a 3.00 H Loc. from endwall: not in 4.50 ft GCpi 0 18 WAVEWindDuration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 2x4 SP #2 N Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (P9,Pf in PSF) P Defl/CSI Criteria Pg, NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf NA Ce NA VERT(LL) NA Lu: NA Cs: NA VERT(fL)' NA Snow Duration NA HORZ(LL) 0.009 D B Min Brg Width Req = 1.5 HORZ( L)- 0.022 D D Min Brg Width Req = - Code I Misc Criteria Creep Factor. 2.0 Bldg Code FBC 6th.ed 201 Max TC CSI. 0.646 TPI Std: 2014 Max BC CSI: 0.424 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT 20(0)/10(0) Plate Type(s) VIEW Ver: 17 02.01A 1115.21WAVE H. - AGE Sic' •. < to. 708 1 e o :. S T O Q COA Rd°A94z1Va w 04nsa0) s Maximum Reactions fibs) Loc R /U /Rw /Rh /RL W B 419 /98 /347 /- /137 8.0 D 114 /10 /86 /- /- 1.5 C 198 / 94 /125 / - / - 15 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface Bearing B requires a seat plate Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabncatinqg, hhandlin shi pin installing bracing. , Refer to and follow the latest edition of SCSI (Building Hent Safety Information, byy TPI anr7 SBCA) f i sa ety ractices prior to performing these functions. Installers shall provide terhporarryy per BCSI., Unless noted olherwise,top chord shall have props attached structural sheathing and bottom hord shall have a properly d rigid ceilm Locations shown for ermanent lateral restraintif webs shall hav bracm insl@Iled per BC I sections $3, B7 or 910, icabre. Appy elates to each face otPtruss and position as shown above and on lite oint9Details, unless noted otherwise Refer to Is 16OA-Z for standard plate positrons. a division of ITW Bt itdd nQQCComponsnts GTT Ink shall not be regonsiti le for any deviation from this drpwinp au, failure to build theconformancewithANIIfP11, or for hantllr o s ippmq, mstallalr n an bracing of trussesA Seal on thr; d 88wi g or cover pagge , this drawing indicates acceptance of roTessronar engineering responsibility sole )y for the des r n shown. The suitability to of this drawing for anv structure is the resDonsibilitV of the Building DesigrSer oer'ANSUiPI 1 S2c.2. ALPINENE N1TVmWMf! 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number: N330034 Ply. 1 SEON 41318 / T17 /JACK Cusl' RR8975 JRel 1Wa189750065 W FL /NFL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC .02C ,RC01 Oly 7 FROM RWM DrwNo. 115 18 1231 33772 Truss Label: CJ5 I I SN / WHK 04/25/2018 T F C 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 EXP. C Des Ld 4700 Mean Height: 15.00 It NCBCLL. 1000 TCDL: 4.2 psf Soffit 000 BCDL 5 0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing 24 0 " C&C Dist a' 3 00 H Bearing B is a rigid surface. Loc. from endwall not in 4 50 H GCpi 0.18 FT/RT 20(0)/10(0) Wind Duration 1.60 Lumber Value Set' 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design 5, 5i l to 'q V u -j M Snow Criteria (P9,Pf in PSF) Pg NA Ct NA CAT' NA Pf NA Ce NA Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA Maximum Reactions (Ibs) Loc R /U / Rw / Rh / RL /W B 373 / 90 /314 / - /118 /8.0 Lu' NA Cs: NA VERT(TL). NA D 94 /7 /71 / - / - /1.5 Snow Duration. NA HORZ(LL): 0 005 D C 161 /77 /100 / - / - /15 HORZ(TL): 0.012 D Creep Factor' 2.0 Wind reactions based on MWFRS B Min Big Width Req = 1 5Code / Misc Criteria Bldg Code FBC 6th ed 201 Max TC CSI. 0 414 D Min Brg Width Req = - TPI Std 2014 Max BC CSI 0 284 C Min Brg Width Req = - Rep Factors Used Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT 20(0)/10(0) Plate Type(s) Members not listed have forces less than 375# WAVE VIEW Ver 17 02 01A 1115 21 H. o. 708 1 co a pNAt, 04/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in. fabricating, handling, shipping, installing and bracing Refer to and follow the latest edition of as snown above ano on Alpine, ad ivision of ITW BuIlddlncQlCComponsnts Group Inc shall not be responsl¢le for any deviation from this drawing any failure to build the truss In conformance with AN51/TPI 1, or Tor handl) q s iypinq, Installatl nano bracing q(trussesA Seal on thl dr8awirfg or cover page listing this drawing indicates acceptance of proiessionar en Ineerinq responsibtlliv solely for the des) n shown. The suiTability and use of this drawing for any structure is a responsibility of the Building Desig er per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web saes ALPINE www aipineaw com, TPI www tpinst org, Sack www sbundustry corn. ICC' www.iccsal 1-49611-1 ALPINE mZcoMr rrr 13723 Riverporl Drive Suite 200 Maryland Heights, MO 6304 Job Number: N330034 Py, 1 SEON. 41319 / T14 / JACK Cusl: R R8975 JRel: 1 Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC .02C ,RC01 Oly' 1 FROM: RWM DrwNo 115.18.1231.34052 Truss Label: CJ5A SN / WHK 04/25/2018 T 4-8- 4'8" 4 1112X4 DC Loading Criteria (psr) 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 LcF 47 00 EXP: C Code / Misc Criteria Mean Height 15 00 K NCBCLL: 10.00 TCDL 4 2 psi Soffit 000 BCDL: 5.0 list Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Plate Type(s): Loc. from endwall, not in 4.50 K WAVE GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set. 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Webs 20 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design Right end vertical not exposed to wind pressure. 5' 4'8" 4'8" F5Y Snow Criteria (P9,Pr in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL) NA Lu: NA Cs: NA VERT( L): NA Snow Duration. NA HORZ(LL). 0.004 F HORZ(TL). 0.009 F Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.342 TPI Std: 2014 Max BC CSI: 0 242 Rep Factors Used: Yes Max Web CSI: 0 139 FT/RT 20(0)/10(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 I Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 364 /87 /307 /- /118 /80 G 229 / 87 /176 / • / - /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1 5 G Min Brg Width Req = 1.5 Bearings B 8 F are a rigid surface Bearings B & F require a seat plate. Members not listed have forces less than 375# 04/252018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabrlcatin , handlin shi Din ins1 11 rig and brawn Refer to and follow the latest edlli n of BCSI (BuildingtSafetyInformation, by TPlan SBCA) f r saFetpy IRractices prior to performing these functions. Installers shal?provide temporary SCSI. Unless noted olherwise,top chord shall have propperly attached structural sheathing and bolt2m hord ghall have a properlyIdceilinglocationsshownforpermanentlateralrestramtelwebsshallhavebracinginsl@fledpgr6C1sectionsQ3, 137 or 810Ne. _ Apply p ates to each face. of truss and position as shown above and on the Join?6etalls, un ess noted otherwise. Refer to a division of TW B tldl1n ompongnls Grop}rp In .,shill not be re;pponsible for any deviation from this drawin aP failure to build the with IiNsll 11, or for handlirS s itDpin , installation and bracingp of trussesA seat on this dr wlX9 or cover page indicates acceptance of prol' essiDonalq en ineerinq responsibiliN sole) for the deli n shown. The sualdt fifty rawing for any structure is the responsibility of the Building Desigder per ANSI/TPI 1 Sec.2. this job's general notes pane and these web sites. ALPINE www alpineitw com, TPI www 1pinsi Or% SBCA www sbondustry com. ICC www iccsar ALPINENE m"WC wwn 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 1. Job Number: N330034 Py: 1 SEON. 41320 / T22 /JACK Cust. R R8975 JRef• 1 Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC .02C ,RC01 Oly. 1 FROM RWM DrwNo: 115.18.1231.33819 Truss Label: CJ5B SN / WHK 04/25/2018 4'8" 5' r 4'8" i 114- T 1112X4 DC 5' 4 1'4" ' 8" 4-8- H Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pi in PSF) Defl/CSI Criteria TCLL: 2000 Wind Std ASCE 7.10 Pg: NA Ct NA CAT. NA PP Deflection in loc Udefl U# TCDL 1700 Speed: 150 mph Pf: NA Ce: NA VERT(LL) NA BCLL: 0.00 Enclosure: Closed Lu, NA Cs: NA VERT(TL)- NA BCDL: 1000 Risk Category, II Snow Duration: NA HORZ(LL). 0.004 F Des Ld 4700 EXP:C HORZ (TL) 0.009 F - - Code I Misc CriteriaNCBCLL: 10.00 Mean Height: 15 00 fl TCDL, 4 2 psi Creep Factor. 2.0 Soffit 0.00 BCDL. 5.0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI 0.342 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.242 Spacing: 24 0 " C&C Dist a* 3 00 fl Rep Factors Used Yes Max Web CSI: 0.139 Loc. from endwall: not in 4.50 H FT/RT:20(0)/10(0) GCpr 0.18 Plate Type(s): VIEW Ver, 17 02.01A 1115 21WindDuration: 1 60 WAVE Lumber Value Set, 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "l 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 H. '44, Fie•• 'Q o. Z08 1 ST O e.• w Q t • lPONAL i Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 364 /87 /307 / - /118 /8.0 E 229 /87 /176 /• /- /4.0 Wind reactions based on MWFRS B Min Big Width Req = 1.5 E Min Big Width Req = 1.5 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Members not listed have forces less than 375# 04/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin , handling shi pin installing.and bracin Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) fb) sa ety iactices prior to performing these functions. Installers shall provide temporary SCSI._ Unless noted o herwise,top chord shall have proper)y attached structural sheathing and bottom Chord shall have a propperly id ceilin Lovations shown for ermanent lateral restraint bf webs shall have brecin installed p r SCSI sections Q3, B7 or B10, e. App y ootat s to ach face of truss and position as shown above and on the Joint9Details, un less noted otherwise. Refer to 60A -Z for stan ard pate positions. a division of ITW BStrrild11'n1 ompon nts Grqup In shall not be re;pponslple for any deviation from this dr winpp ar v failure to build the conformance with AN51 11, or or handllrfcL shi pin , Installatidn and bracing oi,lrussesA seal on this dr3wirfg or cover pag This drawin indicates acceu ance of ProTess onal en ineerinq responsibilitNy solely for tthe desi n shown. The suitability e of this rawing for any structure is the responsibilit of the Building Designer per ANSIlfPI 1 S c.2. mlormation see tris job's general notes page and these web sites ALPINE www.elpinedw.com: TPI www.tpinst org, SBCA www sbrindusuy.com: ICC www.imaf ALPINE MlInM COKMNf 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number. N330034 Py 1 SEON 41321 / T10 /JACK Cusp R R8975 JRel: 1 Wa189750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 Qty 1 FROM, RWM DrwNo* 115.18.1231.33101 Truss Label: CJ5C I I SN / WHK 04/25/2018 T 4"101 B 2X4(Al) Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W A 248 /43 /184 /- /91 /7.0 C 96 /10 /76 /- /- /1.5 B 168 /80 /109 / - / - /15 Wind reactions based on MWFRS A Min Big Width Req = 1.5 C Min Big Width Req = - B Min Big Width Req = - Bearing A is a rigid surface Bearing A requires a seat plate. Members not listed have forces less than 375# IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin , handling, shi ping installing,and bracing. Refer to and follow the latest edition of BCSI (BuildingISafetyInformation, by TPI an SBCA) fi5 safety practices prior to performing these functions. Installers shall provide terhporaryBCSI., Unless noted o herwise,top chord shall have proRerN attached structural sheathing and bottom Chord shall have a pro eflyidceilinocetionsshownforpermanentlateralrestraintbfwebsshallhav, braaunaa installed per BC Ise coons 133, 137 or 10 e.- Apply plates to each face of truss and position as shown above and on tI a JoinfDetails. unless notetl otherwise. Refer to a division of ITVi/ BStrrildlng ompon ntS Group In . shall not be response le for any deviation from this dr wing an failure to build theconformancewithAN1lf11, or for handlirfst, shipping, mstallatidn an bracing gi,lrussesA eat on th s drBwiXq or cover?;gethisdrawingindicatesacceptanceofproesstonaensneeringresponsibilittyvsole)11rror the desi n shown. The itability le of this Drawing for any structure is the res Ponsibilit of the building DesigrSer perANSI/TPI 1 S$c.2. TPI: www.ipinsl.org, SBCA www A IPLNE mrrwc 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 4'11" 4'11" Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std ASCE 7.10 Pg. NA Cl NA CAT: NA PP Deflection in loc Udell U# TCDL: 17.00 Speed 150 mph PI: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure- Closed Lu- NA Cs: NA VERT(TL)- NA BCDL: 10.00 Risk Category, II Snow Duration. NA HORZ(LL)- 0 006 C Des Ld. 47 00 EXP: C Mean Height: 15.00 ri HORZ(fL) 0.014 C - - NCBCLL: 10.00 TCDL: 4.2 psi Code / Mist; Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL 5 0 psi Bldg Code. FBC 61h.ed 201 Max TC CSI: 0.455 Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI 0 298 Spacing: 24.0 " C&C Dist a: 3 00 ft Rep Factors Used Yes Max Web CSI: 0.000 Loc. from endwall: not in 4 50 It FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17 02 01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 20 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. ptlUHnllpl I/rr r H• 0.708 1 c S T O ; ot Q co ' pIVAL to"t" " r 04/25/2018 Maximum Reactions (lbs) Loc R /U /Rw /Rh /RL /W A 248 /43 /184 /- /91 /7.0 C 96 /10 /76 /- /- /1.5 B 168 /80 /109 / - / - /15 Wind reactions based on MWFRS A Min Big Width Req = 1.5 C Min Big Width Req = - B Min Big Width Req = - Bearing A is a rigid surface Bearing A requires a seat plate. Members not listed have forces less than 375# IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin , handling, shi ping installing,and bracing. Refer to and follow the latest edition of BCSI (BuildingISafetyInformation, by TPI an SBCA) fi5 safety practices prior to performing these functions. Installers shall provide terhporaryBCSI., Unless noted o herwise,top chord shall have proRerN attached structural sheathing and bottom Chord shall have a pro eflyidceilinocetionsshownforpermanentlateralrestraintbfwebsshallhav, braaunaa installed per BC Ise coons 133, 137 or 10 e.- Apply plates to each face of truss and position as shown above and on tI a JoinfDetails. unless notetl otherwise. Refer to a division of ITVi/ BStrrildlng ompon ntS Group In . shall not be response le for any deviation from this dr wing an failure to build theconformancewithAN1lf11, or for handlirfst, shipping, mstallatidn an bracing gi,lrussesA eat on th s drBwiXq or cover?;gethisdrawingindicatesacceptanceofproesstonaensneeringresponsibilittyvsole)11rror the desi n shown. The itability le of this Drawing for any structure is the res Ponsibilit of the building DesigrSer perANSI/TPI 1 S$c.2. TPI: www.ipinsl.org, SBCA www A IPLNE mrrwc 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number: N330034 Ply: 1 SEON. 41322 / T29 / JACK Cust: R R8975 JRel. 1 Wa1897%065 W FL / NFL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158T8/158TC .02C .RC01 Oty 1 FROM: RWM DnvNo' 115.18.1231.34758 Truss Label. CJ51 I I SN / WHK 04/25/2018 T B 2X4(Al) Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 2000 Wind Std' ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 1700 Speed: 150 mph Pf. NA Ce NA BCLL- 000 Enclosure: Closed Lu' NA Cs* NA BCDL. 10.00 Risk Category- II Snow Duration. NA HORZ(TL). 0.016 CEXPC Des Ld 47.00DDes Mean Height: 15 00 ft 10 00 TCDL: 4.2 psf Code / Misc Criteria Soffit 0.00 BCDL: 5.0 psi Bldg Code: FBC 6th.ed 201 Load Duration 1 25 MWFRS Parallel Dist: 0 to h/2 TPI Std' 2014 Spacing. 24.0 " C&C Dist a: 3.00 it Rep Factors Used. Yes Loc. from endwall: not in 4.50 tt FT/RT:20(0)/10(0) GCpi. 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 5' 5' Defl/CSI Criteria Maximum Reactions fibs) PP Deflection in loc Udell L/# Loc R /U / Rw / Rh / RL W VERT(LL): NA A 252 / 44 /187 / - /93 8.0 VERT(TL) NA C 98 /11 /77 / - / - 1.5 HORZ(LL) 0.007 C B 170 /81 /11`111 / - / - 15 HORZ(TL). 0.016 C Wind reactions based on MWFRS Creep Factor' 2 0 A Min Brg Width Req = 1.5 Max TC CSI: 0.464 C Min Brg Width Req = - Max BC CSI: 0.309 B Min Brg Width Req = - Max Web CSI: 0.000 Bearing A is a rigid surface Bearing A requires a seat plate. VIEW Ver 17 02 01A 1115 21 Members not listed have forces less than 375# 04/252018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handling9 ship ping installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingdSafeInformation, by I PI an SBCA 10'r sale Practices prior to performing these functions. Installers shall provide temporary rr BCSI., Unless noted oyherwise,top chord shall have properly attached structural shgathing and bottom hord ghall hav a properlpecAinttalestoeachaceotPUussaadtlateralrestraintproperlywebsshallhavebracinginstalledpgrBC`I sSctions $3, 7 or B10y pp y position as shown above and on the oin Details, un ess note otherwise Refer to 60A -Z for standard plate positions. a division of ITW Build 'ng omponsnts GTTD Inc., shall not be responsible forcgnformancewithANJI!f 1 1, or for handllr q shlDpinq, Installatldn and brae this drawing indicates acceptance of roaesspc en sneering respor le of this brawing for any structure is the responsibilitf of the Building I information see this job's general notes page and these web sites: ALPINE: www.alpmeilw com; failure to build the or cover pa n. The sus ility A IPLNE m awcoMrNlr 13723 Riverpon Drive Suite 200 Maryland Heights, MO 63041 Job Number: N330034 Ply: 1 SEON• 41323 / T18 / JACK Cust: R R8975 JRef- 1 Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C ,RCOt Oty. 9 FROM: RWM DrwNo. 115.18.1231 33960 Truss Label: CJ3 I SN / WHK 04/25/2018 C n Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 288 / 77 1254 I - /80 /8.0 D 51 /4 /43 /- /- /1.5 C 82 /40 /46 /- /- /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# S T CO tel t •• c fit` •..,...• 4/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin , hhandling9 shipping installing and bracing.. Refer to and follow the latest edition of BCSI (Building t Safety Information, byY TPI en SBCA) ror safey practices prior to performing these functions. Installers Shall provide temporary SCSI. Unless noted otherwise,top chord shall have proDerixy attached structural sheathing and bottom hord;Ball have a properly id ceiling. p ovations shown for permanent lateral restraint Of w bs shall haw bracing installed p?r BC I sections B3, B7 or 810, e._ A _ l lat s to each face of truss and position as shown a ove and on tthe JoinrDetails, un ess noted otherwise. Refer to not any his dr;win ap failure to build the on thi; dr3wiXq or cover page Le desj9n shorn. The sui9 bility ALPINENE mrrwc 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 1'4" 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 2000 Wind Std ASCE 7-10 Pg: NA Cf. NA CAT NA PP Deflection in loc Udell U# TCDL. 1700 Speed: 150 mph Pf• NA Ce: NA VERT(LL) NA BCLL: 000 Enclosure. Closed Lu. NA Cs NA VERT(fL): NA BCDL: 10.00 Risk Category: II Snow Duration, NA HORZ(LL). 0.001 D Des Ld: 47.00 EXP:C HORZ (TL): 0 001 D - - Code / Misc CriteriaNCBCLL: 10.00 eiMeanHght 15.00 R TCDL: ei psi Creep Factor: 2.0 Soffit: 000 BCDL 5 0 psi Bldg Code: FBC 6th.ed 201 Max TC CSI 0 368 Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC CSI: 0.082 Spacing: 24.0 " C&C Dist a: 3.00 K Rep Factors Used: Yes Max Web CSI 0 000 Loc from endwall• Any FT/RT-20(0)/10(0) GCpi: 0.18 Plate Type(s) Wind Duration. 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot Chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. pp111111gH upn tA 0.7.08 1 s O Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 288 / 77 1254 I - /80 /8.0 D 51 /4 /43 /- /- /1.5 C 82 /40 /46 /- /- /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# S T CO tel t •• c fit` •..,...• 4/25/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin , hhandling9 shipping installing and bracing.. Refer to and follow the latest edition of BCSI (Building t Safety Information, byY TPI en SBCA) ror safey practices prior to performing these functions. Installers Shall provide temporary SCSI. Unless noted otherwise,top chord shall have proDerixy attached structural sheathing and bottom hord;Ball have a properly id ceiling. p ovations shown for permanent lateral restraint Of w bs shall haw bracing installed p?r BC I sections B3, B7 or 810, e._ A _ l lat s to each face of truss and position as shown a ove and on tthe JoinrDetails, un ess noted otherwise. Refer to not any his dr;win ap failure to build the on thi; dr3wiXq or cover page Le desj9n shorn. The sui9 bility ALPINENE mrrwc 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number. N330034 Py. 1 SEON• 41324 / T43 /JACK Cust R R8975 JRef. 1 Waf89750065 W FL / N FL / TEENBLDR ,9A6/9A7 ,15BMB/158MC/158TB/158TC ,02C .RCOI Oly: 1 FROM: RWM DrwNo: 115.18.1231.33179 Truss Label: CJ3A SN / WHK 04/25/2018 T 4"10 J Loading Criteria (pst) 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 Maximum Reactions (Ibs) EXP C Des Ld 47 00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 000 BCDL: 5.0 psf Load Duration, 1.25 MWFRS Parallel Dist. 0 to h/2 Spacing 24 0 " C&C Dist a: 3 00 H C 56 /6 /44 / - / - Loc. from endwall: Any Snow Duration. NA GCpi: 0.18 B 98 /47 /64 / - / - Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 20 SP #2 N Bot chord 20 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. IMPORTANT" FURNISH THIS any 12 B T 2X4(A1) ot S T O ;Q AL N 04/25/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS i, installing and bracing. Refer to and follow the latest edition of failure to build the or cover page n. The suiRbility ry.com; ICC: www iccsaf ALPINE 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 2'11" 2'11" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg NA Ct: NA CAT* NA PP Deflection In loc Udell L/# Loc R / U / Rw / Rh / RL W Pl. NA Ce. NA VERT(LL): NA A 150 / 24 /110 / - /54 70 Lu: NA Cs: NA VERT(TL): NA C 56 /6 /44 / - / - 15 Snow Duration. NA HORZ(LL)' 0 001 C B 98 /47 /64 / - / - 1.5 HORZ(TL): 0.003 C Wind reactions based on MWFRS Code I Misc Criteria Creep Factor: 2 0 A Min Big Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.207 C Min Big Width Req = - TPI Std: 2014 Max BC CSI 0.111 B Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing A is a rigid surface. Bearing A requires a seat plate FT/RT.20(0)/l0(0) Plate Type(s): Members not listed have forces less than 375# WAVE VIEW Ver 17.02.01A.1115.21 ot S T O ;Q AL N 04/25/2018 ALL CONTRACTORS INCLUDING THE INSTALLERS i, installing and bracing. Refer to and follow the latest edition of failure to build the or cover page n. The suiRbility ry.com; ICC: www iccsaf ALPINE 13723 Riverpon Drive Suite 200 Maryland Heights, MO 6304 Job Number. N330034 Ply 1 SEON: 41325 / T31 /JACK I Cust: RR8975 JRef. 1Waf89750065 W FL /NFL / TEENBLDR ,9A6/9A7 .158MB/158MC/158TB/158TC ,02C .RC01 City 1 FROM: RWM DrwNo 115.18.1231 34757 Truss Label: CJ31 I SN / WHK 04/25/2018 T- 4"2 1 12 B n 2X4(A1) 51 A Loading Criteria (psf) TCLL: 2000 TCDL 1700 Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Snow Criteria (Pg,Pf in PSF) Pg. NA CI:NA CAT: NA Pf: NA Ce: NA Defl/CSI Criteria PP Deflection in Ioc Udell U# VERT(LL)• NA Maximum Reactions (Ibs) Loc R /U / Rw / Rh / RL /W A 154 / 25 1114 / • /55 /80 BCLL: 000 Enclosure Closed Lu: NA Cs: NA VERT(TL): NA C 57 /7 /46 / - / - /1.5 BCDL: 1000 Risk Category. II Snow Duration NA HORZ(LL). 0.001 C B 99 /48 /65 / • / - /15 Des Ld. 47 00 EXP C HORZ(TL): 0.003 C Wind reactions based on MWFRS Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 15 00 it Creep Factor: 2.0 A Min Big Width Req = 1 5 Soffit 0.00 TCDL: 4 2 psi BCDL 5 0 psiP BldgCode, FBC 6th ed 201 Max TC CSI 0.210 C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0.121 B Min Brg Width Req = - Bearing A is a rigid surface. Spacing 24 0 " C&C Dist a 3 00 it Rep Factors Used: Yes Max Web CSI: 0 000 Bearing A requires a seat plate. Loc. from endwall: Any FT/RT 20(0)/10(0) GCpi 0 18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 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 C8C member design. All o. 708 1 ' S T O A FSS N0•• t .... r...••G, COA HorONAI1q' 04/25/2018 IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shiDDino, installing and bracing.. Refer to and follow the latest edition of oinenvise,top mora snap nave prope anacneo structural Snewpin ano Doll m nora $nail nave a pro en shown for permanent lateral restraint f webs shall hav bracing ins lied per C I sections 3, B7 or 1 , ach face of truss and position as shown above and on t e joint -Details, unless noted otherwise. Deter to A LPI N Elatepositions. CCom nQgnis Grqup In .shall not be responsible for an deviation from this drawin ally failure to build thePI1POforhandllrfg, shipping, Inst llatldn and bracing of,trusSesA seat on Chi dr wiilg or cover page , , 13723 Riverpon Drivec acceptance of pro essiona en Ineering responsibilltt v sole)yY sor the des n shown. The suig bility Suite 200anystructureis p e responsibility of the Building Deslgffer perANSIITPI 1 c.2. rat notes a e and these web sites ALPINE www al ineihv tom, TPI www.t inst.or ; SBCA: www.abundust .wm• ICC• www iccsale or Maryland Heights, MO 6304 Job Number. N330034 Ply: 1 SEON. 41326 / T19 /JACK Cust. R R8975 JRef 1 Waf89750065 W FL /NFL / TEENBLOR ,9A6/9A7 ,158MB/158MC/158TB/158TC ,02C .RC01 Oly: 10 FROM: RWM DrwNo: 115.18.1231.32648 Truss Label: CJI SN / WHK 04/25/2018 4"2 V 12 5.9 r C 1 \1 I I I 1'4r' 1' Loading Criteria (pst) 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 Bldg Code FBC 6th ed 20V EXP: C Des Ld 4700DDes Mean Height 15.00 It 10 00 TCDL: 4.2 list Soffit: 0.00 BCDL: 5.0 psf Load Duration 1 25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3 00 It Loc. from endwall, Any GCpi: 0.18 Wind Duration 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. 1' ' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT NA PP Deflection in loc Udell U# 0 Pf: NA Ce NA VERT(LL) NA Lu NA Cs: NA VERT( Q: NA Snow Duration: NA HORZ(LL) -0 000 D HORZ(rL): 0.001 D Code / Misc Criteria Creep Factor 2 0 Bldg Code FBC 6th ed 20V Max TC CSI: 0.324 TPI Std: 2014 Max BC CSI. 0 044 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Plate Type(s). WAVE VIEW Ver: 17.02 01A.1115 21 z l 3 y:••j,GE Sic . !+n Jo o. 708 1 4•t, S T O ; 4 CoA aoa, NA,, 04/25/2018 u Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 260 / 99 /257 / • /43 18.0 D 3 /23 /21 /- /- /15 C -43 /60 /37 / • / - /15 Wind reactions based on MWFRS B Min Big 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# FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS in fagl[icatin h ndlin99 shiopin mstalling_and bracin/q Refer to and follow the latest edition of BCSI (Budding1, byY PI an 'S CA) & saffety ractices prior to perfo ming these functions. Installers shall provide temporary d otherwise,top chord shall have property attached structural sheathing and bottom Nord shall have properly ns shown for Dermanent lateral restraintif webs shall hay braacrig installed p r 6C 1 sections 133, B or 1310, each face. of truss an a position as shown above and on tI a JoinrDeta ls, ungess notetl otherwise Refer to plate positions jngg ompon nts Grpup In shall not be re;ponsi le for any deviation from this drsiwirlg any failure to build the 1 1 1, or or handto shipping, installat- n and bracing gf,irussesA Seal on thr drawing or cover page. . s acceptance of proTessronaf en me nng responsibility sole) for the des t n shown. The suitability or any structure is the responsibilityrof the Building Designer pVANSUTPI 1 S2c.2, ALPINE Nmvmwvr 13723 Riverport Drive Suite 200 Maryland Heights, MO 6304 Job Number: N330034 Ply, 1 SEON: 41327 / T32 /JACK Cust* R R8975 JRef: 1 Waf89750065 W FL/ N FL /TEE NBLDR ,9A619A7 ,158MB/158MC/158TB/158TC ,02C ,RC01 Oly: 1 FROM. RWM DrwNo' 115 18 1231.34458 Truss Label: CJ11 SN / WHK 04/25/2018 12 5.9 B Loading Criteria (psf) TCLL 20.00 TCDL 17.00 BCLL: 0.00 BCDL. 10.00 Des Ld: 4700 NCBCLL: 1000 Soffit: 000 Load Duration 1 25 Spacing: 24.0 " Wind Criteria Wind Std ASCE 7-10 Speed 150 mph Enclosure Closed Risk Category: II EXP. C Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a, 3.00 H 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 "138" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. T 4"2 V 2X4(A1) Snow Criteria (Pg,PI in PSF) Pg: NA Cl: NA CAT: W Pf, NA Ce: NA Lu. NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 61h.ed 201 TPI Std' 2014 Rep Factors Used Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE l Defi/CSI Criteria PP Deflection in loc Udell L/# VERT(LL) NA VERT(TL): NA HORZ(LL) -0 000 C HORZ(TL): 0.000 C Creep Factor 2 0 Max TC CSI: 0.015 Max BC CSI: 0011 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1115 21 o. 708 1 SAT O • rrr 9G •• A -, co 4 ONAti 04/25/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 57 /7 /41 /• /18 /80 C 17 /4 /14 /- /• /1.5 B 27 /14 /18 /- /- /15 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 Bearing A requires a seat plate. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatin , handling, ship ' in;tallmg,and bracing. ,Refer to and follow the latest edition of BCSI (BuddingtSafetyInformation, WWI an SBCA) roi satpy ractices prior to performing these functions Installers shall provide terhporary BCSI Unless noted otherwise,top chord shall have propel attached structural sheathing and bottom hord ghall have a properlyidcehnLocabonsshownforermanentlateralrestraint5fwebsshallhavbr88cinaains ).fled p r BCSI secbons B3, B7 or 810, e._ Appy plates to each face otPtruss and position as shown above and on tI a Joint Details, unless noted otherwise. Refer to any shall not web sees: his Brewing a(t failure to build the on this drawrr g or cover pag Lee , desmon shown. The suitability ALPINE meM'fAMMJN 13723 Rrverpon Drive Suite 200 Maryland Heights, MO 6304 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Vlnd Speed, 15' Mean Height, Enclosed, Exposure B, Kzt = 1.00 nr, 120 moh Vlnd Snppd. 15' Mean Hnlnht. Partially Fnrinced_ Fvnnc'— D. x7t = I an S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace Group A Group B 1) 2x4 'L' Brace (2) 2x4 'L' Brace Group A Group B Group A Group B 1) 2x6 'L' Brace (2) 2x6 'L' Brace no Group A Group B Group A Group B Q 1 j d U Q S I F HF N1 / N2 3' 10' 6' 7' 6' 10' 7' 9' 81 t' 9' 3' 9' 7' l2' ' 12' 8' 14' 0' 14' 0' N3 3' 8' 5' 9' 6' 2' 7' 8' 7' ll' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' t' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard SP3' F3' 4. 0' 6' 8' 6' 1' 7' 0' 8' 2' 9' 4' 9' 8' 12' 4' 11' 9' 14' 0' 14' 0' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' ll' I1' e' 14' 0' 14' 0' 3' 9' 5' 3' 5' 7' 6' ll' 7' 5' 9' 2' 9' 7' 10' ll' ll' e' 14' 0' 14' 0' 3. 6' 4' 7' 4' ll' 6'2' 6' 7' 8' 4' 8' ll' 9'8'10' 4' 13' V 14' 0' U ei e Q1 U Q SPFa LIP4' l l 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' l0' 7' ll' 0' 13' II' 14' 0' 14' 0' 14' 0' 2' 7 1' 7' 9' 8'9'9'1'l0' 5' 10' l0' 13' 9' l4' 0' 14 0' 14 O• 2' 7' l' 7' 6' 8'9'9'1'l0' 5' l0' l0' l3' 9' l4. 0' l4' 0' 14' 0' a' 2' 6' 1' 6' S' 8'1'8'8'l0' S' l0' 10' l2' 8' 13' 7' 14' 0' 14' 0' S P4' D F L 7' 7' 7' 7'll' 9'0'9' 4' l0' e' I1' 1' 14' 0' 14' 0' 14' 0' 14' 0' 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' ll' 0' 13' Il' l4' 0' 14' 0' l4' 0' 4' 4' 6' 5' 6' 10' 8' 6' 9' V 10' 6' 10' 11' l3' 4' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' l0• ll' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' l0' 2' 10' l0' Ill 10' 12' 7' 14' 0' 14' 0' d L7 X d O I S P F l I FIl NI / N2 4' 10, 8' 3' 8' 71 9' 9' l0' 21 10' 7' 12' 1' l4' 0' 14' 0' 14' 0' 14' 0' N3 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' ll' 6' l2' 0' 14' 0' 14. 0' 14' 0' 14' 0' Stud 4. 7' 8' 2' 8' 5' 9' 8' 10' 0' ll' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard a' 7' 7' 0' 7' 5' 9' a' 10' 0' It' 6' 12' 0' 14' 0' l4' 0' la' 0' 14' 0' S P D F L Nl 5' V 8' 5' 8' 8' 9' Il' 10' 3' ll• 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' N2 4 10' 1 8' 3' 8' 7' 9' 9' 10' 2' Il' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' N34' 9' 7' 4' 7' 10' 9' 8' 10' V Il' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 9' 1 7' 4' 7' 10' 9' 8' 10' l' ll' 7' 12' 0' 1 14' 0' 1 14' 0' 14' 0' 14' 0' Standard 4' 71 1 6' 6' 6' ll' 8' 8' 9' 3' ll' 6' 12' 0' 1 13' 7' 1 14' 0' 14' 0' 14' 0' About able Truss Diagonal brace option, vertical length may be I doubled when diagonal 18• brace Is used Connect L I diagonal brace for 6000 •L' I+ at each end Max web Br Ce total length Is 14'. 2x6 OF -L 02 or better diagonal Vertical length shown braces single 8, pl{tl !!I!f bt table above. or double cut t !ri as shown) at 4, upper end. ni Connect diagona at r Is' midpoint of vertical web. Refer to chart o •i`or nfax ciabl. ver Ic en wsVAtaOtOlm HEAD AND FOLLOW ALL MOLES ON TMIs DRAVDIO i • Q. GNDFMTM9 FUM M TI•s OMVDG TO ALL @(I•ACTOts DimtI00fi TME learAuntsa • Trusses rvauF• exb a care h fobs tlq, heMhp, shIpO InstalW p and bradrp Rei tq ar i r faaa. ehe Istert edMla of KV (&AdkV campers t safety tmformatbn, by TPI and saw f suety P,.0 irs prior to perforAlm; these functions OnsWaers shall provider 6radro R31. • ttd.ss mated other.lse, top chard shell haw property steed - struchawl Onavar and bo chAdd shall have . properly attaWtl Myd eaaha Laeatim shown far perrorxnR lateral rwtraht .+ asr S T 0shallbreIrwUqtrotaaedprsIsecttero3397rno, as appikume. Apelrr pates to ea00ONtrussandstolenushs.n abet/ aN ew the ,leht W tall. W est mated ovrr.lse. I edgIt•sr a dro•ipf 16.4, far standard pate positions. ' • A MpM, a dMslon of [TV WdYq Cagonents Gran Lie. shall not be re L go" fr any devIs ••• ` a•` AN iiMrC3MR NY Alpine. any falur• to Wld the truss h conformance aMh AMSI/TPt 1, r sr MMhp, •a•*0 jl' Dation a brach of trusses. n ••.....• A Oral annrthis dmWgq r cavy pa udsetsYlppn uds io ing, trdntes ampesnce of pefesalo1al ( J l I swteJ2bvapod\ Odea • WdKy h M fir N TheD"IW— M6VN1 i Se06 eY. S ONALSute1200franyis Ii t, MaryhM\Heghts.\MO\8J04J F, rare tette4ctlon I- Olds ,star p•rrrvl rotes page aha thea web tlga /aY AtPDFi ....atpb,Mtwcoml rah ....tpnstarpl seao ....sbohd stryarol 1lXi ..dxsafearo rn n Ira , a Bracing Group Species and Grades, Group At S nice -Pine -Fir Hen -Fir NI 1,02 Standard 1 02 1 Stud 03 Stud1 03 Standard Doll as Fir -Larch Southern Pbro•r N3 03 Stud Stud Standard Standard Group Bt Nen-Fir NIL Btr M1 Oo ns Fir -Larch Southern Plnew MI Ml M2 N2 1x4 Braces shall be SRB (Stress -Rated Board). For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detall Notes, Vlnd Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nulls. X For (1) 'L' brace, space naffs at 2' ac. In l8' end zones and 4' ac. between zones. K)Wor (2) 'L' braces- space nous at 3' oc. In 18' and zones and 6' ac. between zones. L' bracing must be a minimum, of 80Z of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4' 0' 2x3 Greater than 4' 0', but 3x4 less than It' 6' Greater then Il' 6' 4X4 Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detnN. X. TOT. LD. 60 PSF X. SPACING 24.0' REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 T ReinfaMent Ga Tr Gable Detail For Let -in Vprtir-nlq Gable Truss pproprlate 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. I 2* 2X4 2X8 rrovlae connections for uplift specified an the engineered truss design. Attach each 'T' reinforcing member with End Driven Malls, 10d Common (0.148'x 3.',nin) Malls at 4' o.c. plus 4) malls In the top and bottom chords. Toenalled Malts - 10d Common (0.148'x3*,mIn) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENCI01014, A20015ENDI01014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENCI01014, A20030ENC101014, A20030ENDI01014, A 1014 S11515ENC100815, S12015ENC100815, S14015ENCIOOS S18015ENC100815, S20015ENC100815, S20015END 15 10ow, S11530ENC100815, S12030ENC100815, S14030E µ pyp 8 got9 S18030ENC100815, S20030ENC100815, S20033a ` •ir• TJ Si See appropriate Alpine gable detall for maxi relnf ced ga le t 0.208 1 T' Reinforcement Attachment Detall T' Reinforcing 'T' Reinforcing Member Member Toe -mall - Or - End - mall To convert From 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detall). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace T' Relnf. ' T' Mbr. Size Increase 2x4 30 Example- 2x6 20 ASCE 7-10 Vlnd Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1. 00 Gable vertical = 24'o.c. SP R3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1. 30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = ll' 2' WAwm[m READ NO FMJ" ALL HUES aN THIS DRAVDI( i - oDfOtTMT n MM THIS DRAVDG To ALL CO/IRACRIIS DMMM TIE DISTMJ.ERS * ' ; 2 REF LET -IN VERT Trusses require extrene care h fabrkopng, handling, shlppli . hstaltbp and bracing. Refer end 3 follow the latest edition of SCSI an0 Caroment safety Infornatton, by TPI and SKA) for fety SAT 0 e DATE 10/01/ 14 practices prlr to perfornang these functions. bestallers shad provide bracing par 0 Unless noted otherwise, tap dans shalt have properly attaches seructnral shag and bo e F DRWGGBLLETIN1014ashallhavespropwtyattachedrqdcelenp. Locations pam for lateral restraint ee • L' w 1 shall haw bradng hstaWd per t1fS1 sections 93, 97 or 110. as applicable. Applebl y plates to each d&LA N II of truss and po~ as shown above and m the .bht Detalls, unless noted otherwise. ee 1 e• `i E Refer to drawings t60A-z for standard plate positions. e•ee•u• ww•• \ Alpine. a dMs4n of ITV build he truss I fwd Inc shall not SI responsiblefor romyl d.sla f SSIO A CNVt` IN fiWGOMRWY thb dowing, Any faire to sues the truss h conformance with AMSIrtPI 1, or for ei ` A sea n tib drawcing ing or Cover page Ysftig this; draling. Yndkatm acceptance M prof.sslual ~ifay+TTNNtwt'r ta MAX. TOT. LD. 60 PSF 1u7s% 200 rpoll\ Dme IF awnrag r•sporu6sltl is Yrt for thy, dimilp aim., Designer NG l i dra.h0 /2018 DUR. FAC. ANY Somite\ 200 Far any strnec4re is or w QA # 8 Maryland\ Heights,1M0163043 Far mare Infor.atlon see thb job's general notes page and these web sites ALPM wwwAtpimeltwconj TPI, wevApins I SlICA, www.wchdustrArgo 100 wwvSccsaf*AMV MAX. SPACING 24. I VALLEY FRAMING & BRACING DETAIL RI r/2 of Lumber Size and Grade Minumum Requirements GENERAL NOTES Purlins required 2'-0" O.C. in absence o1 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 6Bd (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 feet ASCE 7-0S, 140 mph, Enclosed, Cat II, Exp 6,1=1.0, Ktt=1.0 Or A Maximum of ASCE 7-10, 100 mph, Enclosed, Exp 0, K2tcl.0 TRUSS TRUSS UNDER VALLEY FRAMING VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TO) Max. Co the crlppes for each row starting from the valleys or sleepers working Inward to the ridge board so that cripple locations are gored between rows. TTp) Innection Requirement Notes 2x6 rakers to ridge 416d toe -nails Cripple to ridge 416d toe -nails Cripple to rafter 416d toe -nails Ridge board to truss 616d face -nails Rafter to sleeper or blocking S 16d toe -nails Rafter to two 2x6 sleepers 416d toe -nails Sleeper to truss 416d toe -nails Two 2x6 sleepers to truss 316d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 416d toe -nails Pullin to (Typ) 316d toe -nails Truss to blocking 416d toe -nails Truss to cripple 416d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 316d toe -nails ING NOTES" 13. Collarbeamtorafter 4 16d toe -nails CRIPPLE, BRACING, & BL66k NOTE: 16d (0.162"x3.5') COMMON NAILS 20 continuous lateral restraint (CLR) min. Is required for cripples 5'-0" to 10•-0" tong nailed w/ 2.10d (0.146"x3") nails. Or 2x4'T' or scab reinforcement nailed to Rat edge of cripple with 10d j0.126"x3.0") nails at 6" O.C. "T' or scab must be 60% of cripple length. Cripples over 10'-0 long requre 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 If sleepers are not used. Install blocking under cripples If cripples fall between lower truss top chords and lateral bracing Is not used. Apply all nalling In accordance to current NOS requirements. Nails are common wire nails unless noted otherwise.rr I r C,ENS••• J.r. or (A) I B) (••) VARMBds at:Aa Alm P°'.0V ALL lo1Sa ort TOW tsutfprp f osw9funWr.. flaccid nWAVM m ALL CmnRWTM DCUM . TIC W13&UML_ No. 70861 TC LL 20 30 40 54 REF VALLEY FRAMING DATE 10/01/14TrvasreV•A"e .rbeme cw H fabrkattte, hanslY a, peppa y Y sRst1Y+R W bmct o Refei to .4 folie• w tatect edtion or eat u,astp CQ%Wvnt sang 4Normatlon, by TPI .md saw PoCmity y • * TC DL 10 20 7 7 practices prior to pis fa hp tlrs. furctlorlf. Installers shall prwAde temporary brackv pec l if t•dess rola etlwvlse, top chorV ~ love properly attached t— ral sh-04V ono bo i BC DL 0 0 0 0 DRWG VACNV1801015 d O shan have a properly abmehrd cttha locatlens sheen for pt.xrrnt lateral restraht was shall have lira btstelled per aal sect6ro 13, n or 110, as appnoshle. Apply plates to tate f. • . STATE OFofcar• and `he es ago above .,td on the Joint Mats, wens noted otharebe. • BC LL 0 0 0 0 AN ITWI]OAtiWiY Q• RKw to w.hps t6QA-2 for sla %d d plate posnlorm . : A for ar7 Mvlotli '• I` ORIOp•ra rFMow, i a tmm of a uasmp w t -w t. Group Inc. e v not M TPIrwsponsftcortorytoMMtheblesshornalK. tRth ANSI/tP[ L ar Por IlaltlslC p-_p1rp l a• •• blit oYbwtoltatlon TOT LD 30 50 47 61 4 h of do A feel an t14 A vshp or opv.r Payr ll•f•l0 tlds eiaahy hdlost.s aoerp•snc. 01 proiesderW •• • V r war..rta solely for char draon ahoen Tha aw..aety are "e of fhb E FAC. for .A .b.ctw'— s i...Wo mtnr .+ t v a•+lv car wmrtn t sc1 bPNtL DUR l 25/1.15 Ims for mora Wormatbn see ties fobs ge--st notes page and "tese cab siteP wrOO walphele =m TPD ....tphatery Saab ywW too ....m.f.ere SPACING SEE ABOVE 4 RECORD core City of Sanford Building and Fire Prevention Product Approval Specification Form il_c Nc Permit # # 1 8- 2 4 4 4 SANFORD Project Location Address Marco- 596 Red Rose Ln., of 236 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) I. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-113 Sliding MI Windows Pocket 2 panel sliding door FL15332-R4, .9 Sectional Windsor Garage Doors Sectional Ext. Door single & Dbl FL15080-113,.1 Roll U Automatic Other 2.Windows Single Hung MI Windows Block Single Hung FL17676-R6, 9,13 Horizontal Slider Casement Double Hun Fixed Ml WINDOWS Block Fixed Glass FL 8644-R2,.03 Awning Pass Through Projected Mullions MI Windows Mullion — Block and Frame FL18504-R2,.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soff its FL16544-R3,.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles Certain'reed Shingles FL5444.13 Underla ments Rhino Underlayment FL21842-R1,.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Millennium MMI -2 OFF RIDGE VENT FL19567-R1 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5.Shutters Accordion Bahama Colonial Roll u Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates MiTek Industries Truss Plates FL1999-R6 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Lintels FL1774.1 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other B. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 - F: 407.423.3106 UES Project No: 0110.1401008.0000 Workorder No: 9392939-1 Report Date: 7/20/2018 I o- 2L4qq 9Y In -Place Density Test Report Client: UCAS Technician: Christian Acevedo 2600 Lake Lucien Drive Suite 3.0 Maitland, FL 32751 agate Tested: 07/20/2018 ra L Project: Thornbrooke 40s & 50s, SF H ots Area Tested: Lot # 236- 596 Red Rose Lane Type of Test: Material: Fill Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Top of Fill laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density pd) ptimum Moisture 1%) Field Dry Density per Field Moisture Soil Compaction 1%) Fill Depth inch) Pass or Fail 1 Northwest Corner of Pad 0-1 ft 108.3 10.7 106.3 10.5 98 N/A Pas: 2 Northeast Corner of Pad 1-2 ft 108.3 10.7 107.2 12.6 99 N/A Pas: 3 Southwest Corner of Pad 1-2 ft 108.3 10.7 110.4 11.1 102 N/A Pas: 4 Southeast Comer of Pad 1-2 ft 108.3 10.7 107.4 11'.6 99 N/A Pas: 5 Center of Pad 2-3 ft 108.3 10.7 111.7 12.1 103 N/A Pas: Remarks: At the time of testing the footers were not yet excavatedAll the IPDS were performed in the interior perimeter of the Pad Tn nnlahl:nh n •nnh•nl n...M.d:nn In I InF.n naPe n/:nn{n Mn O..hl:n an. n.....n6•nn all ronnAw aro n•.h•n:Mn'I an nnniuLan/:nl n.nnn.h• n! n... nl:nnle an. a.dhnri n/:nn a- -Zk/g4 DLSCRIPTION AS FURNISHED: Lot 236, THORNBROOKE PHASE 4, as recorded in Plat Book 61. Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO LOT 235 5.00' Taylor Morrison of Florida, Inc. C 5.00' IOWA AVENUE R/W VARIES) N 89°58'00" E 40.00' 10'1 LANDSCAPE do WALL, FENCE ESMT 24.80' I LOT R36 30.0' FORMBOARD FOUNDATION TOP OF FORMS = 22.85' I d 4.3 ODPD 20.0' 53' 25.20'25.20' P . 5.00' 5.00' LOT 237 IHIS BI/ILDING/PROPERIY OOES NOT UE WITHIN THE ESTABLISHED TDO YDN F1.000 PLANE AS PER "FIRM• C MEYER, RL.S. i 4714 70NL x• MAR / 12117C UOS5 F. J S w, SCOP. R.L.S d 4801 10' UTIL. ESM h REAR = 15 PROPOSED INFORMATION SHOWN AREA = 5,240 5Q.F: 22.25' PC -0 SIDE = 5.0' DASED ON SUPPLIED PLAN DRIVEWAY = 51;+ i0 FI N 89058'00" E ON LOT AREA CALCULATIONS_ LOT - 4,800 50.F1 AND/OR INSTRUCTIONS PER 1 0 00 • 40.00' LIVING 1,589 SO.FI. SOD = 2.287 SO.1 I. GRUSL'NMTIYFR-SCOTT GARAGE a 399 S0.T7 LI:GC9D - ENTRY 78 SO.F7 PLAT vol. • vDINr ON LAIC NOTES: LANAI 107 sox, IP. CN RED ROSS' LANA' DRIVEWAAY= DRIVEWAY 403403 So.nl 50.1-1 J. THIS SUW4Y WAS PREPARED FROM IDLE WFORWTIOH FURNISHED TO ME SURVEYOR. THERE MAY BE OTHER ResnocRONS RCC A/C PAD 12 SU.rT PO "I Di' DCGINRING CALC CALCULATED PRH. vERHANCRT RErCRENtE IQIAIKCHT 50' UTILITY 71E ACCESSR/W) TRACT I WALKWAY IMPERVIOUS 52 55.0 SO P x IAD h y1 Lp SOD T A 2,641 ,0.17. 2,159 SO.rT CAL ULATIONS: RIONT-OF-VAY DA DENCH)"K 0 GQLp CSNr. CASCNENI D.0. /ASE WARING B. CLEVA710N5 or SHOWN. ARE 0450 ON NATIONAL GEOOETIC DATUM Or 1929. UNLESS OTHERWISE NO110 G 4p y Qp DRAINAGEUTILITY R/W 440 SO.FI T. tip APRON 112 SO f PROPOSED FINISHED SPOT GRADE ELEVARON BUILDING SETBACKS: SIDEWALK200 SCALET' 20 y DRAWN BY: ... S0.1`7. PER DRAINAGE PLANS SOD 128 SO.f7. PROPOSED DRAINAGE rLOw FRONT - 25' P.I. POINT Or TNIGEWY IHIS BI/ILDING/PROPERIY OOES NOT UE WITHIN THE ESTABLISHED TDO YDN F1.000 PLANE AS PER "FIRM• C MEYER, RL.S. i 4714 70NL x• MAR / 12117C UOS5 F. J S w, SCOP. R.L.S d 4801 LOT GRADING TYPE A REAR = 15 PROPOSED INFORMATION SHOWN AREA = 5,240 5Q.F: PROPnSF.D F.F. PER PLANS - 22.8• SIDE = 5.0' DASED ON SUPPLIED PLAN DRIVEWAY = 51;+ i0 FI SIDE CORNER - 10' AND/OR INSTRUCTIONS PER SIDEWALK = 252 S01') PROPOSED GRADE PER CONSrRUCT10N PLAN + CLIENT NOT FIELD VERIFIED SOD = 2.287 SO.1 I. GRUSL'NMTIYFR-SCOTT ASSOC, INC. - LAND SU.RU / YO.RIS' LI:GC9D - LEGEND - 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 I. PLAT vol. • vDINr ON LAIC NOTES: rIp. rICLD TYP. • TYPICAL IRON RIPE PA.C. • PO MY Or RCVCRSC CURVATURC 1. THE UNDERSIGNED DOES HEREBY CERIIrr THAT THIS SURKY NEETS THE STANDARDS OF PRACTICE SET FORTH TI THE FLORIDA.BOARD OFWW-17 FLORIDA AOLIINISTL4TNE CODE PURSUANT TD SECTION 172.027, FLORIDA STA1Vf ;' IP. CN IRON ROD t.C. • POINT Or COMPOUND CURVATURE CONCRETE NUAINCNT RAD. RADIAL PROFESSIONAL SURYEMRS AND MAPPERS CHAPTER 2, UNLESS EIMSSED WITH SURVEYOR'S SIGTMIURE AND ORIG9ML RAISED SEAL THIS SVIMY LMP OR COPIES ARE N01 VAUD. L'I ID 1?' IR /YLY AS9G NR. IVON-RADIAL J. THIS SUW4Y WAS PREPARED FROM IDLE WFORWTIOH FURNISHED TO ME SURVEYOR. THERE MAY BE OTHER ResnocRONS RCC RCCOVERCO VP. • VITNCSS POINT OR EASCIIENIS TMT AFFECT THIS PROPERTY. PAIR PO "I Di' DCGINRING CALC CALCULATED PRH. vERHANCRT RErCRENtE IQIAIKCHT 4. NO UNDERGROUND IUPROWUORS HAVE BEEN LOGLTED UNLESS OMERM75E SHOW. PAI C. POINT 16 CDNNETC[NEN7 fF. . rINISISD FLOOD CLCVAIIOH S, THIS SURVEY IS PREPARC3 FDR THE SOLE BENEFR OF' MOSS CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY AM OTHER ENRrr. IAD NAIL& DIS DSL WILDING SCTDACK LINE OIUENSNMS SHOWN FOR THC LOCATION Or WPROITMENIS HEREON SHOULD NOT BE USED TO RCODWSMUCr BOIAIDARY LINcI'. V'v- RIONT-OF-VAY DA DENCH)"K 7• DCARm-, ARE BASED ASSUyEO M,Nd AND ON W LINE SHOWN AS BASE BEARING (99 CSNr. CASCNENI D.0. /ASE WARING B. CLEVA710N5 or SHOWN. ARE 0450 ON NATIONAL GEOOETIC DATUM Or 1929. UNLESS OTHERWISE NO110 TRAIN91IL DRAINAGEUTILITY 9. CEMIFIGII or AUDOMZAWN No 4790. CLIC. CNADR LIMY rCNCC DIG vOOD rcocC CONCRETE BLOCK SCALET' 20 y DRAWN BY: ... C/DRr, POINTOr CURVATUR[ DATE ORDER No. P.I. POINT Or TNIGEWY 2) CEutnw BY.• IN SCP DESCRIPTION RADIUS PLOT PLAN 05-17-2018 J137-18 p ARC LENGTH DELTA FORMBOARD FOUNDATION/ELEVS. 07-19-2018 4803-18 RDORDVR. CCI DrARING NORTH IHIS BI/ILDING/PROPERIY OOES NOT UE WITHIN THE ESTABLISHED TDO YDN F1.000 PLANE AS PER "FIRM• C MEYER, RL.S. i 4714 70NL x• MAR / 12117C UOS5 F. J S w, SCOP. R.L.S d 4801 le IJaAAA, /E -g Vq CITY OF SANFORD F. BUILDING & FIRE PREVENTION z PERMIT APPLICATION r Application No: Documented Construction Value: S Job Address:. 5 7& 1120e1 /1, 5r /, eci•ZC Historic District: Yes No Parcel LD: / 0 A J S Residential Et Commercial Type of Work: We1w 59 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name rcw ja r Phone: Street: Resident of property? City, State Zip: Contractor Information '' tS Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x 200c Street: 6310 MABLETON PARKWAY, SUITE 1000 Fax: (770) 941-9522 City, State Zip: MABLETON, GA 30126 State License No.: CFC1426562 Archltect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE, TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of appllcallon Rud the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID P"M Signature 6fQtlh0 r/Agent' "Its` TONY MAHAFFEY ' p Print Contractor/Agent's Name U/N4 A &,v 4 I. n4ol e Signature of tory-State of Florida Date c EXPIRES Contractor/Agent isL PersonallyC `9iit4 Produced ID Type of ID s t, 2020 BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application ECEIVE JUL 2 5 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION BY: PERMIT APPLICATION F- Application No: LAl Documented Construction Value: S 1-0100 CC) Jots :address: { f; (k `;,e ` Historic District: Yes No Parcel fD: I cy- j,-W IVIl ,Vnby-cY')C..f, ResidentialErCorninercial Type of Work: \eNv © f addition Alteration Repair 0 Demo Chan;e of Case ED\Iovc L CI Description ofIWork: I rLl 1(_1 j I l i'41I i'I[(`11 1r' i1 ri l.l l 1^i1 I,r I/ is ` (i1 )t i l_!-\Ili n 0 ' Plan Review Contact Person: J e Title: Phone: Fax: Email: T Property Owner Information Phone: Street: Resident of property? Cite. Mate Lip: Contractor Ini'ormation Name 11C I—C i ^i li ( I•_~' l''l_1 \ I I t Phone: G / -7 Srrect: • 7' . -` Fax: City. State Zip: U iii oZ% l i I State Licerse.No.• Name: Street: Cite. St. Zip: Bon(ting Companv: a(I(It•ii: Architact/Enginear InIFormation Phone: Fax: E-mail: Iorvlat. ce Lendctr: Address: WA TO OWNER: YOUR 17AII_ RE TO RECORD :\ NOTICE OF C'ONINIENCE?IEST ?1•\)' I?ESULT IS YOUI: PAYING TWICE I -OR IMPROVEMENTS TO YOUR PROPERTY. :\ NOTICE OF CONOIE.NCE>IE T NIL'ST F.E RECORDED :\ND POSTED ON THE JOK SITE BEFORE THE FIRM' I -SPECTION. IF YOU INTESD TO Oi;T:\IN FIN:\\CI C;. CONSULT WITH YOl'R LENDER Ori AN :\TTOIR'NEY BEFORE RECORDING YOl"R NOTICE OF COSI\II_\CI_\IENT. i:C:.t ':or to l!:. 1:.':... : '-.... an-' a'! .." l':i.I C•: j• .:?i::i_:. :? i:l:_i i:'`::"': i`'.'.I I:. _ ':.. `1,:. 1..._.. Wtl I Miditri:and that a sep arat. permit tilu;t be S:cltr, d for electrical N%ork. I)It:fa!)iRC. Si_I:S.`„.Ik. pools.. far'nices. boilers. liviters. tanks. avd air conditioner:. etc. rI.0 IIIA.: >h ili be ic.crih.d with lh: 6.c t'l'a,tpli;ati••n and the ct-de ill v - Vo a, u` that d.ttc: Ct!i:inn 1:11121 rl••ri.i l:uildi•t_ Ct.d; N(l. _1'IC'E; Ir, addition to the requi:ecunis of this permit, there ma% b: additional rr;triction; applizable to this properi,,• that mai• be found in the public records of this count. and there nmy b; addi:ianal pemlits required Gam other eovcrun_ntti! entiti;s such IS water nivacenlcut districts, state acencies. or federal agencits. Accepta,tce of permit is verification that I will notif}• the wwnrr of the propern• of tae reaoircmcnts of Florid:: Lien La,.%•. FS 71:. Th; Cit\ of Sanford requn•:s payment ora pl»n rc, is%% fee at the tient of perm:; submittal A copy of the executed contract is N'gUi%d in order to calculate a plan review charg: and will be considered tae estimated construction vaki;, of the job at the time of submittal. The actual constriction value \ •ill b: freured based on tae current ICC Valuation Tabl: in effect at the rm: the pe -unit i; iss,ed, in accordance with local ordinance. Shotad calculat:d chug -:s fr__•urcd off the exe.-utri contract exce:4 tae a;ttta l redit will be applied to %Our perllit 17; es %\-hen the permit is issaed. OWNEWS AFFIDAVyr: I certify that all of the foregoing infor•marion is accurate and that all work- will be done in compliance with all applicable laws re_ulatin y constructio ad_74.r>.ing. Si:=wc .a.e .. D_u- er'\ . an-S¢st:3 1:.. _ 5 .. :.:~I: ,!• STEPHANIE RALLO I Commission 11 FF 175017 Expires November 9.2018 R."tJt gmdell.ulioyFelelnwua 4019 Own' —t s.Y:iit 1_ pe;–Sonali, Filo.-A-r to Mt or nKn o -,vii to \l? Q- Praducea ID Type of ID Prod-_,ct d ID T\i--c of ID BELO«' IS FOR OFFICE USE ONLY Permits Required: beet! i!'.4 Electrical. \•l,ch:!:.:cal G.a:Z Roc FEI Consh•uction 'fVpe: Occupancy Use: Non Flood Zone: Total Sq Ft of Didg: Mn. Occupancy Load: UTILITIES: of' Sioriis: Nei\ Coils( ruction: Elcetric - = of AinP3 Plumbing - of Fixtures Fire Sprinlaer 1'crillit: ENGINEERING: C•C) Ml:_,NTS: FIPE: BL'ILDI\G: Yes[] No o,''H adS Fire Alaria Permit: 1•e> Non OPROVA LS: ZON f\G: UTILITIES: WASTE SVA T EI;: ENGINEERING: C•C) Ml:_,NTS: FIPE: BL'ILDI\G: CITY OF SANFORD BUILDING & FIRE PREVENTION x PERMIT APPLICATION Applic-ttion No: Documented Construction Value: S Joh :address: 5q _, QQA hive Historic District: Yes \o [ k DParcelLD: I C i 0 1k)y8hrmResidential U Commercial Type of Work: New © addition :\iteration Repair[] Demo Chanuc of Use imovc Description of Work: I )_I5(11 1 kl'-jiA I TI('(`1 f 1,C Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name TCl\I`(1Y I VYtSh Phone: St'eet.Resident of properrv, : Circ•. State Zip: lamContractor Information NsIT1e,_ ?i t ,-,rrj T t - -II t =•Li %I 1tr" i,l Phone: Street: `.' Vii; 1+(^ln__ Vu a Fax: City. State Zip: _Ysl1! It, I T ( % / / j State License No.: "' r ' ^ / i Name Street: cit,'. St. zip: Eondin« Company- addr es4z: Architect/Engineer Information Phone: Fax: E-mail: Nlortr,:!Ee Lender: address: WARNING TO 0W.NER: 1'OL'i: rAIIXItl= TO REC'O:_1'L> .-\ NOTICE OF COmNIE:NCENIFNT IUSULT I\ YOL'RPAYIC, TWICE 17 OR I)WRO\•EMENTS To VOUR PROPERTY- :\ NOTICE OF COMM NCE>IENT NIUST BERECORDED :\ND POSTED ON THE JOE; SITE CEFOI:E THE FIRST I l,[C'F10N. II" YOU INTEND TO OaTAI FINANCING. CONSL•I-T WITH 1.OL'I'; UNDER 01t AN ATTORNEY L'EFO{:1" RECORDING 'Ql"R NO'flCl: OhCONMENCE\IENT. i'•i:.,.:li..:: :'. WalZe to i•. -'i:::1:) f:...... ii' CJ i:?: J.i'i....ti ii:<:_.._iti• .^.> 1:'.:1:_._x. I ..:. .': . t: Il:. I> ...,.: O: _' P•'-...... i...-..^.! .•.'ri t':i.I 1" oi:i::. " :_' . i:•':. (.•i s jt::i> xti n. I t:nder;:ar.d that a separai.. permit rna.t In s_currd I'll:- clecirical paol;. fer'r.aces. hnilers. heaters. tanks. and air contlicioner'. etc. fla IDS._ Shall be ir.,cribed •ith Ih; da:r r,f app li;ari•,n and Ihr cudr in cheer a. u.'rhat d:r; Ldi:iao 1'_41 -r fl"ri.ia Cuilui:r_ C•tle n w NQ•ricF,: In addition to the requirements of this permit, there may be additional restrictions applicable to this Proper.v that may befoundinthepublicrecordsofthiscourtly, and there mayay be additional peraiiis required Gam o:her eoyeri mimal entities such as waterinanauzmentdistricts, state agencies. or federal agencies. Acceptance of pem, lit is yerific^tion that I trill noii5' the o'sncr of the prope.,y of tae requirements of Floiide Lien Laty f S i 1 The Cky of Sanford requires payment of a plan review fee at the tine of Permii subn ittal A copy of the executed contract is r yuredinord_r to calculaie a plan review, charee and will be considered the eptir aieJ construction t'alue of the job at the time of submiaal. The actual Coll srruclion value trill b: figured bayed on the current ICC Valuation Table in effect at the time the Permit ip issued. inaccordancewithlocalordinance. Should Calculated charges 'tired off the exeCCled contract exceed the a:rual conslr.t;:ioi1 yal'Jc. credii will be ap-lied to your Permit :; tyhm the pe.mii is ispued. OWNEWS AFFIDAVIT: I certify that all of the foregoing infor•marion is accurate and that all %yoi k willbedoneincompliancewithallapplicablelawsregulatingconstruction U,to` \otMr. .Si_te >.: ior:a D.:e Owner :J vent is Perso:•laliy K io,t•n to Me or Produced I'D Type of ID C Cor trart r':` at ip Pte- -,II• Produced ID Type o`ID BELO«' IS FOR OFFICE USE ONLY Permits Rec tared: I r!•i:'.s El.c:sic ! i I r oPlri ;- Gz_ Roo` Construction Type: Occupancy Use: Flood "Lone: Total Scl Ft of Eldg: litl. Occul):titcy Load: Nett Construction: Electric - = of Anips of S..oriis: Plunibin2 - _ of Fiviii-es Firi: Sprinkler- I'crniii: Yes No =of H_nds Fire:llartit 1'ermi.it: 1'„ \ APPROVAUS: ZO fNG: CO I IENTS: UTILITIES: E\GINTERING: Ff?: 1V.A S T F \_% T E R: nL;ILLI\G: rr CITY OF SANFORD BI ILDI.NG 8 lRf. RE/E•NTION P,EI Mai P PLICATION Applicati©A•l o: Vt,L Doetr>F<rientt'd :Censtructiob• VLalu:.• 1' •s. _ HisCt7t ic:Yiistri t,e Q Yo R sidefitia •Coiililiereial l•:!. Addition•© Q!#eratien. 1 . R ep, ail-• pemo- Changc of:Ue. `Move lf? W—maw•e:'FAG`tiJ "itinc ij' a•: - .i. I,..: t . hr Tye o wwki , Descrip'ion'of N Plan Review C'on*q•on.: 1I1,..I TCip_ .r Title: Phone.,`fU_1- GiGaood Fax-Fax-33-3gs-3 Finail:_ hVGC,C' l r n rPfdperty. Owner tnformation 1Vrame - -, - - -.,((-- - Phone:-- leiStreet: City; State Zip: Name = •l- Street: city, State Zip: a azo •,: = - Coii, I WS70,H V n Residentb'f property? o r Information 7_71 - State License No.: Architect/Engineer lnfrormatioti Name- Phone: Street: Fax: City, St, Zip: Email: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR- FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR' IMPROVEMENTS TO YOUR PROPERTY. A NOTICE .OF COMME;rICE4kNT 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. '- — - I:..at ort4s-herby-made-to-obtain-a-permit to -do -N c7-*vcrrk and inslallations as indicatcd. 1 custify lliatnu-wark-ar installation t35— 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 n_ • unea0r2U 1 1491ICEi In•add'itiomto the•re4uiicmefits-of.this-.permit, there may be additional restrictions applicable to this properly that-rrrdy be found in the Pubtic rt cords of this county, and there may be additional permas fequired from other governmenul eittities-such as avater managcmeat districts, state agencies, or ftsltrral agencit:s- Acceptaiice.ofpermit is verification that i will #bfify tlib O*hcir of the pTepettyy of the mgbiraments of Floridd Lim!A'w, FS 713. •_ The City,of-Sanford fequifes•payment ofw plan,cyi* fee at the tinic: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 figurW%based on the current FCC Viilbatioh Table in affect at the time *the ""'.-tails issued, in aceordaned with local' dr&hiric6. Should calculated charges'figured of .-the executed• contract exceed the aettial'constructio''valk, credit will be,applied. tp yottr-'permit.;ecs. wfien:ihe:permit is issued. OwNA- rsrAkM.' Awll: rzi6 -t ify'th-k till "df the foiregoio'g-infoirmation>accirate 'at` work willbe"dotte in compliance withall• 4ipiicable-daws regttlat4i g construction g,• j sig, itum orOwncr/Agent - Date - S" tic oCContrador%AgentSatz Print Owner/Agerri's Ntwa ' i ContractodA ent's Name — — r— -- — -- — — — — - - -- - - —— tJ'14 Simalumof Notary -Sate of Florida. • Date ShwAbue of No ryState of Florida Date y'• CHERYL D AKERS MY COMMISSIONS FFtt913962 t¢,e.•. -- EXPIRES June 05, 2020 io>) 9e-ots itoAesaoaarySeeAcuuen Owner/Agent is .. Personally- aowe fo Mee or Contractor ent is _TRSoinally ICno 0tome or • . Produced ID Type of ID Produced ID Type of ID , BELOW I&FOR•OFFICE USE ONLY Permits Required: Building Q Electrical• Mechanical Plumbing "Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amp'S Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZoNwd . UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: 16?- 0? yvy When Buildings Talk. We Listen. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name:0 6 nJ®y/1' Builder Name:I- r ice% Kv Street: y6 (/%O G r Permit Office:/ City, State, Zip: S f d L Permit Number: % 7 Design Location: OYl O Jurisdiction: Square Feet: %4-03 Conditioned Volume: /4177% Envelope Leakage Test Results Single Point Test Data: 22 HOUSE PRESSURE: FLOW: O Leakage Characteristics CFM (50): Pass Fail ACH(50): R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. 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: nc Goodwell DATE: /,;? /z Where required by the code official, testing shall be conducted by an approved third -party. A written report of the test results shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: Testing was conducted in accordance with ANSI/RESNET/ICC 380 to meet the 2017 residential energy code. I and to.: d: to as=su c:cessfu]1= =.tom :letec a com 'rel erisive := on an cis- a: V tifi at(_. Ut. it ....... AtioJnfittr., Ejq 7 lArry. Zark 7, Biuce bil"i - I -f -fxi avecu e. ..er -': Chief 'Operating O ff icer 7U _P A7,-.-- -ERIFO.4"m Florida Building Code Duct Leakaqe Results Builder: Neighborhood: Address: City: A Lot #: 49, 34 7 State: L Permit M Square Footage: 4 f7,6,) 7 Stage of Construction for Test Rough in with Air Handler 1:1 Rough in no Air Handler FX Post Construction Duct Leakage Test Results: iff- Duct Leakage percent requirement: % System CFM25 Square Footage Duct Leakage CFM/100s ft. Location Pass or Fail 1 2 3 4 5 7-rA1P="- Rating Company: SkYeTec® Rater Name: Eric Goodwell Rater Signature: Fail Inspection Date: all-lc-T- The Energy Code Experts 9570 Regency Square Blvd. Suite 410 Jacksonville, FL 32225 Phone: 904.482.4000 1 1.866. SKYETEC www.SkyeTec.com DESCRIPTION AS FURNISHED: Lot 236, THORNBROOKE PHASE 4, as recorded in Plot Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO 5.7( cel iLcs c Ke - LOT 235 Ajay Shostri Mysore Vijay; Inspired Title Services, LLC; First American Title Insurance Company; Taylor Morrison Home Funding IOWA AVENUE R/W VARIES) WITH SET 1 O, N 89°58'00" E 1 I 010. SET I R. /ON 40. 00' ON:_ I.R. - - - 10 LANDSCAPE kl WALL. FENCE EVMT J 18 13' _ 18.13' 24.80' LOT 1236 1 5.00' 1] PER DRAINAGE PLANS 3.5'x8.5' AC PAD 18 ^ COV'D. CONC. `O F'TONT a 25' S.vv 5.00' 30.0' PROPOSED FF. PER FLANS = 22.8' S'DF. = i.0' SIDE C'O:tNER = IG' PROPOSED GRADE PER CONSTRUCTION PLAN ++ W USE'NME'YE'R -SCOTT ONE STORY v, LEGEND - MEND - O ' O O 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 RESIDENCE F. F. =22.85 NOTES: O OO p 0 IR. •IRON ROD PLL POINT Or COHPOUHD CURVAIURC c o C.M. CONCRCIC HDNVHCNT RAD. RADIAL O O C" p OO ' THIS SURVEY WAS PRCPARLD FROM NRC WFORMATTON NRNISNCp TO MC SURVEYOR. MERE MAY BC OMCR RESTMCTIONS POA. • POINT Dr COMMEN C CAC. • CALCULATED P•D•C • POINT Or COKNCNCCMCIII PRM • CALCU ATII RCTCR[NCC HpNI1M[NI OR CASEMENTS 11MT AFFECT THIS PROPERTY. 4 NO UNDCRCnOUNV INP70VEMENT3 HAVE &CCN LOCATED UNLESS OTHERWISE SHOWN. CENTERLUrc rF • FINISHED FLOOR CLCVATION A M6 SURVEY IS PREFARCO FOR ME SOLE BENEFIT OF THOSE CCRTNICO TO AND SHOULD NOT BC RCUCD UPON BY ANY OTHER CNTRY. NLD NAIL t DISK RSL. BUILDING SETBACK LINE BR BENCHHAR 6. DIMLNSIONS SHOWN FOR THE LOCATION OF IMPROVEMCHTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES R/V RIGN1-Or-VAY EARBB &ASC BEARING O O MAI. DRAINAGEDRAIN. •DRAINAGE 0 ELNAT10N5. IF SHOWN. ARE HATED ON NA/10NU. GEOOETC DAMN OF 1929. UNLESS OTHERWISE NOTED. V71L. • UTILITY 9. I&ITIFICATE OF AV;TIARIZ41ON NO 4390. CLIC. • CHAIN LINK rCNCC VD.rr_ • VDOD r[NC[ COV'D. ['- 5.00' c10. 0WALK' to 5.00' 20.0' 16' BRICK BRICK 25 2 DR. 25 20' 0.11 10' UTIL. ESMT. I I 0.1 LOT 237 moi_• _ry_22.25' PC -0 SET N&O 4' CONC. WALK SET N&D 4596 #4596 9.8.)N 89058'00" E I= 40.00' 1 'L ti0G O ti G Oy RED ROSh, LAN ' 50' UTILITY & ACCESS R/W) TRACT I Q PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS: a PROPOSED DRAINAGE FLOW F'TONT a 25' LOT GRADING TYPE A F: AR = 15' PROPOSED FF. PER FLANS = 22.8' S'DF. = i.0' SIDE C'O:tNER = IG' PROPOSED GRADE PER CONSTRUCTION PLAN ++ W USE'NME'YE'R -SCOTT ASSOC., INC. - LAND SURVEYORS LEGEND - MEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 D • PLAN DL • POINT ON LINC NOTES: r • FIELD IYP TYPICAL IP • IRON PIPC PRL • POINT Or REVERS[ CVRVATURC 1 THE UNDERSIGNED DOES MERLON' CERRrY NMI THIS SURVEY MCEIS ME STANDARDS W PRACTICE SET FORM BY INC FLORIDA BOARD 0< IR. •IRON ROD PLL POINT Or COHPOUHD CURVAIURC PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ -17 FLORRM ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLORIDA STATUES C.M. CONCRCIC HDNVHCNT RAD. RADIAL 2. UNILSS EU90SSCO 1.9N1 SURVEYOR'S SIGNATURE AND OR014AL RASED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAUO. SCT IR . VY IR../tU 4596 NR. NON -RADIAL RCC. . RECOVCRCD VP. • VI INESS POINT THIS SURVEY WAS PRCPARLD FROM NRC WFORMATTON NRNISNCp TO MC SURVEYOR. MERE MAY BC OMCR RESTMCTIONS POA. • POINT Dr COMMEN C CAC. • CALCULATED P•D•C • POINT Or COKNCNCCMCIII PRM • CALCU ATII RCTCR[NCC HpNI1M[NI OR CASEMENTS 11MT AFFECT THIS PROPERTY. 4 NO UNDCRCnOUNV INP70VEMENT3 HAVE &CCN LOCATED UNLESS OTHERWISE SHOWN. CENTERLUrc rF • FINISHED FLOOR CLCVATION A M6 SURVEY IS PREFARCO FOR ME SOLE BENEFIT OF THOSE CCRTNICO TO AND SHOULD NOT BC RCUCD UPON BY ANY OTHER CNTRY. NLD NAIL t DISK RSL. BUILDING SETBACK LINE BR BENCHHAR 6. DIMLNSIONS SHOWN FOR THE LOCATION OF IMPROVEMCHTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES R/V RIGN1-Or-VAY EARBB &ASC BEARING 7. &WRINGS. ARC BASED ASSUMEO DATUM AND ON THE UNE SHOWN AS BASE &CARING (BB.) MAI. DRAINAGEDRAIN. •DRAINAGE 0 ELNAT10N5. IF SHOWN. ARE HATED ON NA/10NU. GEOOETC DAMN OF 1929. UNLESS OTHERWISE NOTED. V71L. • UTILITY 9. I&ITIFICATE OF AV;TIARIZ41ON NO 4390. CLIC. • CHAIN LINK rCNCC VD.rr_ • VDOD r[NC[ C/U COHCRCIE BLOCK SCALE 1-20 _4 DRAWN BY: PT POINT Or CURVATURE P.I. • POINT Or TANGENCY CERTIFIED 81': W1E CR: ER No. p[; C. • DESCRIPTION RAD• ARCLENGTH PLOT PLM/ 05-17-2018 11.7-10 C CHORDD FORMSDARO FOUNDATION/ELEVS. 07-19-2018 48'13-18 Ct CHORD BEARING FINAL/ELEVS. 12-08-2018 7904-18 NORTH THIS BUILDING/PROPERTY DOES NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM• X DRUSEN EVER. R L. S. 1 4714 ZONE X• MAP 1 121170 0055 F J SCOTT. R.L.S 1 4801