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468 Rocky Grove Ln 18-2261; NEW SFH7— CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION BApplication No: Documented Construction Value: $ Job Address: 4Cd roGtZ ov-eL, Historic District: Yes No Parcel ID: _, 2, -19-30-510-0000-aR10 Residential [) Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: NEW SINGLE FAMILY HOME - THORNEBROOK PHASE LOT NUMBER: Plan Review Contact Person: Daphne Clark Title: Phone: 407-257- 6940 Fax: orlllr005' II VT 11 M" 11 • Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone Street: 151 SOUTHHALL LANE # 200 City, State Zip: MAITLAND FL 32751 407-629-0077 Resident of property? : NO Contractor Information Name JOHN ASA WRIGHT / TAYLOR MORRISON OF FLORIDA Phone: 407-257-6940 Street: 151 SOUTHHALL LANE # 200 Fax: City, State Zip: MAITLAND FL 32751 Name: Street: City, St, Zip: Bonding Company: Address: State License No.: CBC1257462 Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: N/ A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH. YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,'boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date:5' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application A ['ICE: In addition to the requirements .of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida 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. nature of Owner/Agent Oate TAYLOR MORRISON OF FLORIDA INC Print O29-- Signature,oACer'y-State of Florida pt* D to D. A CLARKf My MWISSION # FF 209108 EXPIRES: June 27,2019 FOF Bonded Thru BAd Notary Servleea Si ature of Contractor/Agent Date JOHN ASA WRIGH I Print Contract o Ag s ame Signat of -State of Florida -,My °aar DateM D. A CLM W (tu tISSION # FF 209W EXPIRES: June 27, 2019 rrre r SondcdfiNBudgetNotary Sor*cr• Owner/ Agent is yFq Personally Known to Me or Contractor/Agent is YES Personally Known to Me or Produced ID N/A Type of ID Produced ID NIio _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical [2"' Mechanical P;r Plumbing[ Gas[—] Roof Construction Type: Occupancy Use: ;z.3 Flood Zone: x Kt' rr4CN €D Total Sq Ft of Bldg: 3a` `{ Min. Occupancy Load: # of Stories: 2 New Construction: Electric - # of Amps ?i00 Plumbing - # of Fixtures ZZ Fire Sprinkler Permit: Yes No Er # of Heads APPROVALS: ZONING: . g UTILITIES: COMMENTS: ENGINEERING: MTC- (- -13 -1 & FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 59, -7 o% yy. Ao aS a , 6g— Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SF 6 ig l Revised: June 30, 2015 Permit Application CITY OF SANFORDk BUILDING & FIRE PREVENTION - PERMIT APPLICATION Application No: 1\ DILI Documented Construction Value- $ Job Address: . 4d Historic District: Yes El No 9 Parcel ID:.L(-19-30-.5/U-0000-Ag 0 Residential Commercial Type of Work: New: FX] Addition E Alteration 0- Repair: Demo 0 Change of,Use Move Description of Work: NEW SINGLE, FAMILY HOME THORNEBROOK PHASE LOT NUMBER ;? Plan Review Contact Person: Daphne Clark Title: Phone: 407-257-6940 Fax: Email: daphnefermitsPermitsPermitsxom Property Owner Information Name TAYLOR MORRISON OF FLORIDA INC Phone: 407-620-0077 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. I certifythat'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 regulatingconstruction in this jurisdiction. I: understand that a separate permit must be secured for electrical work; plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application E 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. nature of Owner/Agent l6ate TAYLOR MORRISON OF FLORIDA INC Print O7;r— Signature,%A6tfi-y-State of Florida D to My COMMISSION # FF 209109 EXPIRES: June 27, 2019 Y4TEa Bonded Thtu Btklget Notary Sertices c`. t Si ature of Contractor/Agent Date JOHN ASA WRIGHT Print Contract o Ag s ame. Signat4e-of -State of Florida Date d. a iYARK MY COMMISSION # FF 209101, EXPIRES: June 27, 2019 r.R r 90 W9d 1AN 8ud69i N019ry 80rvk¢; 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 n11A Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: WASTE WASTE WATER: ill 's BUILDING: Revised: June 30, 2015 Pennit Application REQUIRED INSPECTION SEQUENCE TAYLOR MORRISON SFR-DETACHED Permit # Address: BUILDING PERMIT Min Max Inspection Descri tion 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing - Walls 30 Sheathing - Roof 30 50 Final Window 40 Roof Dry In - 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence ELECTRICAL: PERMIT Min Max Ins ection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final kfMECHANICAL,P„ERMIT r a Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final R REVISED: June 2014 CITY OF SjkNFORD 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: 467-257-6940 Fax: Email`. daphneCa permitspermitspermits.com Property Address: 468 Rocky Grove Lane Property Owner: Taylor Morrison of Florida, Inc. Parcel identification Number: 21-19-30-510-2810 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) a ° nv4 is al'T at i "efFFIGkALuSE0NU,65 h dal, rliM Flood Zone: X Base Flood Elevation: NSA 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: Ufloodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone `A',`the best available information used to determine the base flood elevation is: BP# 18-2261 Reviewed by: Michael Cash, CFM Date: June 13, 2018 A a 0 f y 0 Application for Right -of -Way UseQforDriveWaWalkWa & Landscape LORID , ' p F , Department of Planning & DevelopmentServices 1877 — www; 5anfordfl.gpv 300 North Park Avenue, Sanford, Florida 32771 - Phone: 407.688.5146 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 as attached construction plans approved as part of this permit. It does not.approve any work within any oth"er jurisdiction's 46 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 pro"vided or application could be delayed. a Know what's below. Call before you dig. 1. Project Location/Address: cc VVV----. 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date `f,,'' p 1r' , eC oomplpletion Date Emergency Repairs 4. Brief Description of Work: 6 R AIAY AM A146 4 A ' This application is submitted by Property Owner. n //, n L} pp r/a' ,,y Signature: Man Print NNaame: rI YZX_ d (/it9GaMA H%/O si Aa #X M Address:'ww1s l C1n/I/I17 %lE 1/,MMO, r4' ./, r c Phone: 07 4 L 6Q40 Fax- D1C,,IOhe@per /IKII FSiOY%ItSP[lJ la+°W Date: Maintenance Responsibilitiesllndemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement:and unpaved portion of right-of-way adjacent thereto. Requester may, with written City authorization, remove said installation/ improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities; stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestordoes not continuously maintain the improve- ment and area in.accordanc6 with previouslystated 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 atthe Requestor's expense and, necessary, flea lien on the ReIquestor's property to recover costs of restoration. To the fullest,extent permitted, by law, Requestor agrees to defend, indemnify; and hold harmless the City; its councilpersons, agents, servants, or employees appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses; expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable 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 City' s right -of -Way. have read and understand the above statement and by signing this application l agree to its terms. I hereby understand and Agree to pay all city fees related to this application as required by the city's adopted Fee Resolution. Signature:: _ Date:. This permif shallbe posted on the site during, construction. Please call 407.688.6080, Ext. 5401.24 hours in advance to schedule; a pre -.pour inspection. Pre - pour' Inspection by: Date: m. e aeN g ROW Use Driveway.pdf F SCPA Parcel View: 21-19-30-510-0000-2810 http://parceldetail.scpafl. org/ParcelDetaillnfo.aspx?PID=21193 05100... Legal Description LOT 281 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Property Record Card Parcel: 21-19-30-510-0000-2810 Property Address: 468 ROCKY GROVE LN SANFORD, FL 32771 No Sales Value Summary 2018 We Values Valuation Method Cost/Ma Number of Buildings 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) 40,000 Land Value Ag JustlMarket 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 1 of 2 5/14/2018, 10:40 AM Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition System 1 C1 C 6( cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems v cfm25 l 1 Prescriptive Method cfm25 (Total) To qualify as "su,bstantially leak free" Qn must be less than or equal to 0.04 if air handler unit is installed. if air handler unit is not installed, Qn Total must be less than or equal to 0.01 This testing method' meets the requirements in accordance with Section R4033.3. R Pe'rformance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the nrnnnc,orf Hi in laallaaP r)n cnarifiarl nn Fnrm P&nS-?n17 nr RdnF,-gn1 7 p `1 BLOWER DOOR TEST REPORT Permit No.: / 0 `.), 61 Address: y% e K-ckl Number S Air Infiltration Test Results 6-1- s e , Name Apt/unit no. City State Zip CFM (50) _ —! 5 J 7 Volume = °? ; G (? Cubic Feet ACII (50) = V J (Cannot exceed 7 ACH) CFM(50) X 60/Volume) Tester Information Certified/Licensed Tester: anteName) Company Name: 5 k4 e i e c— Certification/License No.: Certification/License Type: Florida Solar Energy Center L"RESNET BPI Other Third Party Certification of Test Results Class A Air Conditioning Contractor Class B Air Conditioning Contractor Mechanical Contractor I hereby certify that building or dwelling unit described herein has been tested in accordance with the current Florida Energy Conservation Code Edition, Section R402.4.1.2, and verified as having an air leakage rate of not exceeding 7 air changes per hour. Testing was conducted with a blower door at a pressure of 0.2 inches w.g. (50 pascals). Signature of Certified Tester: // Date: l of / Attach copy of Certification/License 111111111111111111111111111111111111 fill Parcel ID Number: 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. a"[:"HT i'ViLOYl lE11I1,110LE COUNTY R.K OF CIF\CUIT COURT & C:ONPTROLLER 1LL1`. i.) 1 vJ •J I'1 L/il!% 1I•.3 3 i CLERK'S ; 2018055260 E,ECOF,'DI'iG FEES I•10.3il_l I E CO01---D BY h 9evore The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property : LOT Legal Description: Thornbrooke Phase 1 , according to the plat thereof, as recorded in Plat Book S Page o3Zof the public records of Seminole County, Florida. Addresses : f C V4,,- e .. Sanford FL 2. General description of improvements : Single Family Home 3. Owner information : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 4. Fee Simple Title Holder: N.A. 5. Contractor name and address : Name Taylor Morrison of Florida Inc. Address 2600 Lake Lucien Drive Suite 350, Maitland, FL 32751 6. Surety: N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT YOUR LENDER OT ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 11. Date Signed : / <Q Signature of Owner's Agent : Asa Wright aylor Morrison of Florida Imo. Sworn to and subscribed before me this by John Asa Wright who i nally known to me. Bch 19 Q \ 10011 r+ ' Notary Public DA Clark CAl c My commission expires: 6/27/19 Serial No. FF 209'f08ED COPY >.NT 'G i.7`i r, Y _^ ry Signature: eal: CL.h1i:,: T A.tiED SEy.';i':i(!LE i.iil (. FLU:-!?!D,=t i. RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot281Thorn brookeAnastasiaAGRN Builder Name: Taylor Morrison Street:, 468 ROCKY GROVE LANE Permit Office: ' City, State, Zip: Sanford , FL, 32771 Permit Number: - 2 2, 6 1 nSANFORD Owner: Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types(3145.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1521.00 ftz b. Concrete Block - Int Insul, Exterior R=4.1 1380.60 ftz 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 244.22 ftz 4. Number of Bedrooms 4 d. N/A R= ftZ 10. Ceiling Types (1482.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1482.00 ftz 6. Conditioned floor area above grade (ftz) 2582 b. N/A R= ftz Conditioned floor area below grade (ftz) 0 c. R= ftz 11. Ducts R ftz 7. Windows( 368.9 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 293.4 a. U- Factor: Dbl, U=0.34 296.92 ftz b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 SHGC: SHGC= 0.31 b. U- Factor: Dbl, U=0.58 72.00 ftz 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC= 0.32 a. Central Unit 25.2 SEER:16.00 b. Central Unit 25.2 SEER:16.00 c. U- Factor: N/A ftz SHGC: 13. Heating systems kBtu/hr Efficiency d. U- Factor: N/A ftz a. Electric Heat Pump 21.8 HSPF:8.50 SHGC: b. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 3.494 ft. Area Weighted Average SHGC: 0.312 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2582.0 sgft.) Insulation Area EF` 0. 950 a. Slab - On -Grade Edge Insulation R=0.0 1467.00 ftz b. Conservation features b. Floor Over Other Space R=0.0 1102.00 ftz None c. other ( see details) R= 13.00 ftz 15. Credits Pstat Total Proposed Modified Loads: 73.19 Glass/Floor Area: 0.143 7 PASS TotalBaselineLoads: 76.96 1 hereby certify that the plans and specifications covered by Review of the plans and 4T1iE SZ4- this calculation are in compliance with the Florida Energy specifications covered by this ti. _ ,eo Code. - calculation indicates compliance the Florida Energy Code. r iq, '% ='' • s+ rA with PREPARED BY: Before construction is completed u DATE: 513/_ 1.8 this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. C00 with theFloridaEnergyCode. Wt OWNER/AGENT: BUILDING OFFICIAL: io DATE: F DATE:,_/g t Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory - sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (111402.4.1.2): 5/3/ 2018 12:09 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R4n.s-2n17 PROJECT Title: Lot281ThornbrookeAnastasia Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2582 Lot # 281 Owner Name: Total Stories: 2 Block/Subdivision: Thornbrooke of Units: 1 Worst Case: No PlatBook: Builder Name: Taylor Morrison Rotate Angle: 0 Street: 468 ROCKY GROVE L 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 1467 13643.1 2 Blockl 1115 10035 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1467 13643.1 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1115 10035 No 0 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor --_- ---- 13 ft2 19 0 0 1 2Slab-On-Grade Edge Insulatio 1st Floor 147.9 ft 0 1467 ft2 0.38 0 0.62 3 Floor Over Other Space 2nd Floor ---- ---- 1102 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck PitchV # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1655 ft2 370 ft2 Medium 0.85 N 0.85 No .0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1480 ft2 N N 5/3/2018 12:09 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st,Floor 38 Blown 13 ft2 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1469 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt o WatLT_ype Space R-Value F_t--Jn Ft In Qrea R-Value-F-racSon-Absor..-Grade% 1 S Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 2 S Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.6 0 3 W Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0 4 W Exterior Concrete Block - Int Insul 1st Floor 4.1 54 6 9 4 508.7 ft2 0 0 0.6 0 5 N Exterior Frame - Wood 2nd Floor 13 30 0 9 0 270.0 ft2 0 0.23 0.6 0 6 N Exterior Concrete Block - Int Insul 1st Floor 4.1 5 6 9 4 51.3 ft2 0 0 0.6 0 7 NE Exterior Concrete Block - Int Insul 1st Floor 4.1 4 11 9 4 45.9 ft2 0 0 0.6 0 8 E Exterior Frame - Wood 2nd Floor 13 54 6 9 0 490.5 ft2 0 0.23 0.6 0 9 E Exterior Concrete Block - Int Insul 1st Floor 4.1 53 0 9 4 494.7 ft2 0 0 0.6 0 10 - Garage Frame - Wood 1 st Floor 13 26 2 9 4 244.2 ft2 0 0.23 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 Wood 1st Floor None 25 2 7 8 20.7 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E.Double Yes 0.34 0.31 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 2 S 1 Vinyl Low-E Double Yes 0.34 0.31 N 40.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 S 2 Vinyl Low-E Double Yes 0.34 0.31 N 58.6 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 4 S 2 Metal Low-E Double Yes 0.58 0.32 N 72.0 ft2 10 ft 8 in 0 ft 0 in None None 5 W 3 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 6 W 4 Vinyl Low-E Double Yes 0.34 0.31 N 39.1 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 7 N 5 Vinyl Low-E Double Yes 0.34 0.31 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 8 E 8 Vinyl Low-E Double Yes 0.34 0.31 N 6.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 9 E 8 Vinyl Low-E Double Yes 0.34 0.31 N, 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds Exterior 5 10 E 9 Vinyl Low-E Double Yes 0.34 0.31 N 5.0 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 11 E 9 Vinyl Low-E Double Yes 0.34 0.31 N 19.3 ft2 1 ft 0 in 11 ft 8 in Drapes/blinds Exterior 5 12 NE 7 Vinyl Low-E Double Yes 0.34 0.31 N 24.0 ft2 10 ft 4 in 0 ft 6 in None None 5/3/2018 12:09 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE if Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 ftZ 455 ftZ 64 ft 8 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000408 2762.4 151.65 285.21 .3666 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ 2 Electric Heat Pump/ Split Split HSPF:8.4999 21.8 kBtu/hr 1 HSPF:8.4999 21.8 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ 2 Central Unit/ Split Split SEER: 16 25.2 kBtu/hr cfm 0.75 1 SEER: 16 25.2 kBtu/hr cfm 0.75 2 sys#1 sys#2 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 62.3 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ftZ DUCTS Supply ---- V # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 293.4 ft 2 Attic 6 223 ftZ Attic 2nd Floor 73.35 ft Default Leakage 2nd Floor (Default) (Default) 55.75 ft Default Leakage 2nd Floor (Default) (Default) 1 1 2 2 5/3/2018.12:09 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 l FORM R405-2017 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Heating fX Jan Feb Feb Mar Mar A r Apr I May May Jun Junrl X Jul Jul AuSeprjAugrl Se Oct Oct Nov Nov Dec Dec Ventin [ Jan Feb XX Mar A r May Jun Jul Aug Se [ l Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 - 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/3/2018 12:09 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 s FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPA.) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 9.5 The lower the EnergyPerformance Index, the more efficient the home. 468 ROCKY GROVE LANE, Sanford, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types insulation Area 2. Single family or multiple family Single-family a. Frame - Wood', Exterior R=13.0 1521.00 ft2,- b. Concrete Block - Int Insul, Exterior R=4.1 1380.60 ft2 I Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 244.22 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? 10. Ceiling Types Insulation No Area a. Under Attic (Vented) R=38.0 1482.00 ft2. - 6. Conditioned floor area (ft2) 2582 b. N/A R= ft2 7. windows** - Description c. N/A R= Area ft2 i a. U Factoe DbI, U=0.34 296.92 ft2 11. Ducts a. Sup: Attic, Ret:.Attic, AH: 2nd Floor R ft2 I6293.4 i SHGC: SHGC=0.31: b.. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 223 . b U-Factor: Dbl, U=0.58 72.00 ft2 SHGC: SHGC=0.32 12. Cooling systems kBtu/hr Efficiency c. U-Factor. N/A . ft2 a. Central Unit 25.2 SEER:16.00 SHGC: b. Central Unit 25.2 SEER:16.00 d. -U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 21.8 HSPF:8.50 Area Weighted Average Overhang Depth: 3.494 ft. b. Electric Heat Pump 21.8 HSPF:8.50I i Area Weighted Average SHGC:- 0.312 i 8. Floor Types Insulation Area 14.. Hot water systems , a. Slab -On -Grade Edge Insulation a. Electric Cap: R=0.0 1467.00 ft2EF;,0.95 50 gallons' . I b. Floor Over Other Space R=0.0 1102.00 ft2 C. other (see details) b. Conservation features R= 13.00 ft2 I None 15. Credits Pstat 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: Date: Address of New Home: City/FL Zip: 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,la Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com orsee 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. 5/3/2018 12:09 PM EnergyGauge® USA - FlaRes2017 -Section R405.4.1 Compliant Software Page.1 of 1 Manual S Compliance Report Job: Lot281ThornbrookeAna RHEATING Bate: 6/4/2014 a01. DEL—AIR CONGmoNING I ahU By; FJF . DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 .Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 468 ROCKY GROVE LANE, Sanford, FL32771 Design Conditions Outdoor design DB: 92.5°F Sensible gain: 18758 Btuh Entering coil DB-. 76.5°F Outdoor design WB: 76.3°F Latent gain: 3450 Btuh Entering coil WB: 63.2'F Indoor design DB: 75.0°F Total gain: 22208 Btuh. i Indoor RH: 50% Estimated airflow: 840 cfm Manufacturer's Performance Data at Actual Design Conditions i Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR I Actual airflow: 840 cfm I Sensible capacity: 19242 Btuh - 103% of load Latent capacity: 3466 Btuh 100% of load. Total capacity: 22708 Btuh 102% of load SHR: 85% r Design Conditions i Outdoor design DB: 41.7°F Heat loss: 19766 Btuh Entering coil DB: 69.5°F I Indoor design DB: 70.0°F i i Manufacturer's Performance Data at Actual Design Conditions R 3 Equipment type: Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230'++TDR Actual airflow: 840 cfm Output capacity: 22379 Btuh 113% of load Capacity balance' ' 39 OF Supplementalheat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip i Manufacturer: Model: Actual airflow: 840 cfm i Output capacity: 5.0 kW 86% of load Temp. rise: 18 OF Meets all requirements of ACCA Manual S. a I wrlgFtttsoft• I Right Universal 2018 18.0.13 RSU24011 qj! 2018-May-03 12:07:28 Suite® Page 1 acci_. nastasiaAGRE\Lot281ThornbrookeAnastasiaAGRN.rup Calc = MJ8 House faces: N s S Compliance Re ortAIRP Job: Lot281ThornbrookeAnaManual. PDEL~ Date: 6/4/2014 HEAT=• AIRcoNnmoNtRaahu 2 By: FJF DEL - AIR HEATING &-AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 468 ROCKY GROVE LANE, Sanford, FL 32771 r. Design Conditions I Outdoor design DB: 92.50F Sensible gain: 15621 Btuh Entering coil DB: 78.0°F Outdoor design WB` 76.3°F Latent gain: 2941 Btuh. Entering coil WB: 63.9°F Indoor design.DB: 75.0°F Total gain: 18561 Btuh Indoor RH: 50% Estimated airflow: 840 cfm i Manufacturer' s Performance Data at Actual Design Conditions Equipment type: ' Split ASHP Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-024-230"++TDR m Actual airflow: 840' cfm Sensible capacity: 17835 Btuh 114% of load Latent capacity: 3130 Btuh 106% of load Total capacity: 20965 Btuh 113%of load SHR: 85% Design Conditions Outdoor design DB: 41.7°F Heat loss: 13371 Btuh Entering coil DB` 69.0°F Indoor design DB: 70.0°F Manufacturer' s Performance Data at Actual Design Conditions I Equipment type: Split ASHP i Manufacturer: Lennox Model: 14HPX-024-230-19+CBA27UHE-0247230`++TDR Actual airflow: 840 cfm Output capacity: 22420 Btuh 168% of load Capacity balance: 29 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: _ I i Actual airflow: ' 840 cfm i Output capacity: 3.5 kW 88% of load Temp. rise: 13 OF Meets all requirements of ACCA Manual S. wr ghtsofte> 2018-May-03 12:07:28 i 1 w 11I.—rI— Right -Suite® Universal 2018 18.0.13 RSU24011 . Page 2 d 14CCA... nastasiaAGRE\ Lot281ThornbrookeAnastasiaAGRN.rup Calc = MJ8 House faces: N. y 4... DEL Component Constructions Job: Lot281 Thorn brookeAna 0R Date:. 6/4/2014 I xEarrna•AMCONDmOwma Ent/re HOLI$e By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 . Web: WWW.DEL-AIR.COM , For: Taylor Morrison 468 ROCKY GROVE LANE, Sanford, FL 32771 i Location: Indoor: Heating Cooling. Orlando Intl AP, FL, US Indoor, temperature (°F)- 70 75 Elevation: 95 . ft Design TD (°F) 28 18 k Latitude: _ 280N Relative humidity (%) 30 50 i Outdoor: Heating Cooling Moisture difference (gr/lb) 1:5 46..4 Dry bulb (°F) 42 93 Infiltration: Daily range (°F) 17 ( M') Method Simplified Wet bulb (IF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions: Or i GainAreaUvalueInsutRHtgHTMLossCIgHTM ft=Btuh/ft-°F ft-°F/Btuh Btuh/ft', Btu Btuh/h= Btu Walls s 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 240 0.091 . 13.0 2.58 618 2.34 562 fnsh, 2"x4" wood frm, 16" o.c. stud e 470 0.091 13.0 2.58 1209 2.34 1100 s 200 0.091 13:0 2.58 515 2.34 469 j w 461 0.091 13.0 2.58 1186 2.34 1079 all 1370 0.091 13.0 2.58 3528 2.34 3210 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 51 0.201 0 5.69 292 4.35 223 board intfnsh ne 24 0.201 0 5.69 134 4.35 102 e 470 0.201 0. 5.69 - 2675 4.35 2046 s 150 0.201 0 5.69 851 4.35- 651 w 470 0.201 0 5.60 2671 4.35 2044 all 1164 0.201 0 5.69 6623 4.35 5067 Partitions l 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 223 0.091 13.0 2.58 575 1.44 322 i wood frm, 16" o.c. stud Windows 2A-2ov: 2 glazing, clr low-e outr, air,gas, vnl frm mat; clr innr, 1/4" gap, n 30 0.340 0 9.62 289 10.6 317 1/8" thk; NFRC rated (SHGC=0.31)j 50% drapes, medium'; 1 ft e 15 0.340 0 9.62 144. 30.4 455 overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht s 30 0.340 0 9.62 289 10.8 323 s 40 0.340 0 9.62 385 10.8 431. w 30 - 0.340 0 9.62 289 30.4 - 911 i all 145 0.340 0 9.62 1395 16.8 2438 1OC-v: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, ne 23 0.340 0 9.62 218 16.0 . 363 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 10.33 ft overhang (8 ft window ht, 0.5 ft sep.); 6.67 ft head ht s 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr; 1/4". gap, e` 6 0.340 0 9.62 58 30.4 182 ; i 1/8" thk; NFRC. rated (SHGC=031); 50% drapes, medium; 1 ft 3 i overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht i 2A-2ov: 2 glazing; clr low-e outr, air gas, vnI frm mat, clr innr, 1/4" gap, e 5 0.340 0 9.62. 48 30.4 152 l 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (3.17 ft window ht; 11.67 ft sep.); 6.67 ft head ht gEgS w 2018-May-03 12:07: 28' irrphtsoft Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 nastasiaAGRE\Lot281ThornbrookeAnastasiaAGRN.rup Calc = MJ8 House faces; N 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl'frm mat, clr innr, 1/4" gap, a 19 0.340 0 9.62 185 30.4 585 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 ft head,ht 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 72 0.580 0 16.4 1182 16.8 1213 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 10.67 ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing,.clr low-e outr, air 'gas, vnl frm mat, clr innr, 1/4" gap, s 58 0.340 0 9.62 561 12.2 708 1/8" thk; NFRC rated (SHGC=O.31);'50%'drapes, medium; 1 ft w 39 0.340 0 9.62 374 30.4 1180 overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht all 97 0.340 0 9:62 935- 19.4 1888 I Doors 11 DO: boor, wd sctype n 21 0.390 0 11.0 228 12.0 . 248 Ceilings p 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins; 1/2" 1483 0.026 38.0 0.74 1091 1.41 2091 gypsum board int fnsh Floors 20P-19t: Flr floor, frm flr, 12" thkns, r-19 cav ins, gar ovr 13 0.050 19.0 1.41 18 0.71 9 22A-tpl: Bg-floor, light,dry soil, on grade depth t I 148 0.989 0 28.0 4140 0 0 i 8 l i wr.ghtsoft 2018-May 03 12:07:28 l w„w., ,Right -Suite® Universal 2018 18.0.13 RSU24011 Page 2 14CCA...nastasiaAGRE\Lot281ThornbrookeAnastasiaAGRN.rup Calc = MJ8 House faces: N s i Component Constructions Job: LOt281ThornbrookeAna... . a Date: 6/4/2014 HeanNG•na coNgmONpts ahu 1By: i FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 -Web: WWW.DEL-AIR.COM yFor: Taylor Morris n. 468 ROCKY GROVE LANE, Sanford, FL32771 f Location: Indoor: Heating Cooling Orlando Intl AR FL; US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) _ 28. 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.15 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) - 17 ( M) Method. Simplified Wet bulb (OF) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or GainAreaLl-value Insul R Htg HTM Loss Clg HTM W Btuh/R °F ft-FBtuh BtuhV Btu BtuhV Btu Walls 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2"gypsum n - " 51 0.201 0 5.69 292 4.35 223 board int fnsh ne ;; 24 0.201 0 5.69 134 4.35 102 e 470 0.201 ro , 5.69 2675 4.35 2046 s 150. 0.201 6 5.69 851 4.35 651 j w 470 0.201 0 5.69 2671 4.35 2044 I all s 1164 0.201 0 5.69 6623 4.35 5067 Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2'W" 223.- 0.091 - ' 13.0_ 2.58 575 1.44 322 I j wood frm, 16" o.c..stud i Windows I 1OC-v: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, ne 23 0.340' 0 9.62 218 16.0 363 I I 178" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 10;33 ft overhang (8 ft window ht, 0.5 ft sep,); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, cif innr, 1/4" gap, e 5 0.340 0 9.62 48 30.4 152 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; .1 ft. overhang (3.17 ft window ht,.11.67 ft sep.); 6,67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, a 19 0.340 0 9.62 185 30.4 585 l 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (6.25 ft window ht, 11.67 ft sep.); 6.67 ft head ht. 2A-2omd: 2 glazing, clr low-e out air gas, mtl no brk frm mat, clr innr, s 72 0.580 0 16.4 1182 16.8 1213 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32);=10.67•ft overhang (8 ft window ht, 0 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm.mat, clr innr, 1/4" gap, s 58 0.340 0 9.62 561 ' 12.2 708 i 1/8" thk; NFRC rated (SHGC=0.31);,50%o drapes, medium; 1 ft w 39 0.340 0 9.62 374 30.4 1180 overhang (6.3 ft window ht, 11.67 ft sep.); 6.67 ft head ht all s 97 0.340 0 9.62 935 19.4 . 1888 i Doors 11 DO: Door, wd sc type n 21 0.390 0 11.0 228 12.0 248 . I 2018-May-03 12:07:28FF- wrightsoft, Aap G,•,w". Right -Suite® Universal 2018 18.0:13 RSU24011 Page 3 ACA:;N ...nastasiaAGRE\Lot281ThornbrookeAnastasiaAGRN.rup Calc = MJ8 House s faces: N l Ceilings 166-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 13 0.026 38.0 0.74 10 1.41 19 i gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth 148 0.989 0 28.0 4140 0 0' i EL A11R Component Constructions Job: Lot281ThornbrookeAna... Date: 6/4/2014 HEATING • GIB CONarrloNtna ahu 2 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 468 ROCKY GROVE LANE, Sanford, FL32771 Location: Indoor: Heating Cooling Orlando Intl AR FL, US Indoor temperature (OF) 70 75 Elevation: 95 ft Design TD (OF) 28 18 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 1.5 46.4 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) 17 (M Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft-F ft-°F/Btuh Btuh/ft' Btu BtuhV Btu Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Partitions none) n 240 0.091 13.0 2.58 618 2.34 562 e 470 0.091 13.0 2.58 1209 2.34 1100 s 200 0.091 13.0 2.58 515 2.34 _ 469 w 461 0.091 13.0 2.58 1186 2.34 1079 all 1370 0.091 13.0 2.58 3528 2.34 3210 Windows 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft e overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht s s w all 2A-2ov: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 It overhang (3 ft window ht, 1 ft sep.); 6.67 ft head ht Doors none) Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceiI ins, 1/2" gypsum board int fnsh Floors 20P-19t: Flr floor, frm fir, 12" thkns, r-19 cav ins, gar ovr 30 0.340 0 9.62 289 10.6 317 15 0.340 0 9.62 144 30.4 455 30 0.340 0 9.62 289 10.8 323 40 0.340 0 9.62 385 10.8 431 30 0.340 0 9.62 289 30.4 911 145 0.340 0 9.62 1395 16.8 2438 6 0.340 0 9.62 58 30.4 182 1469 0.026 38.0 0.74 1081 1.41 2072 13 0.050 19.0 1.41 18 0.71 9 wrightsoft, 2018-May-0312:07:28 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 5 nastasiaAGRE\Lot281ThornbrookeAnastasiaAGRN.rup Cale = MJ8 House faces: N i i DEL —AIR. Project Suiillllai`, 1 7 Job: Date: Lot281ThornbrookeAna... 6/4/2014 c WMKG-AMCON0(f10NWG Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: Taylor Morrison 468 ROCKY GROVE LANE, Sanford, FL32771 Notes: RVSD 2/1/16 JA LS 3/8/16 LS 6/21/16 JA LS 10/27/16 JA LS 3/2 /17 A LS 11/ Orlando Intl AR FL, US E Winter Design rf J Summer Design Conditions Outside db LS4/12/1WAOF Outside db 93 OF, Inside db LS 5/3/18 OF Inside db 75 OF Design TD 8 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 25934 Btuh .. Structure 23371 Btuh Ducts 7202 Btuh Ducts 11008 Btuh i Central vent (0 cfm) 0 Btuh _ Central vent (0 cfm) , 0 Btuh Humidification 0 Btuh Blower 0 Btuh ' Piping . 0 Btuh . Equipment load 33136 B,tuh Use -manufacturer's data y Rate/ swing multiplier 1.00 Infiltration Equipment sensible load 34379 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4165 Btuh Ducts 2225 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area ft 2582 258 Equipment latent load E6390 Btuh 2258222588Volume2ft3Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) Equipment40769 Btuh I Equiv. AVF)/cfm) .41 94 q. total capacity at 0.70 SHR 4.1 ton Heating Equipment Summary Cooling Equipment Summary l Make n/a Make n/a Trade n/a Trade n/a I Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI- ref n/a Efficiency n/a. Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh 3 Temperature rise 0 OF Total cooling 0 Btuh i Actual air flow 0 cfm Actual air flow 0 cfm f Airflowfactor0cfm/Btuh Air flow factor 0 cfm/Btuh n Static pressure 0 in H2O Static pressure 0 in H2O i Space thermostat n/a Load sensible heat ratio 0 I I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i wr ghtsoft` 2018-May-0312:07:28 i 4 a- -•° m= r Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 ACCP.... nastasiaAGRE\Lot281ThornbrookeAnastasiaAGRN.rup Calc - MJ8 House faces: N l I I'O @Ct Summar`, DEL Job: Date: Lot281 Thorn brookeAna... AIR Y HEATING'- OOI CON0rr10NING ahu ' By: 6/4/2014 FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web'WWW.DEL-AIR.COM I a For: Taylor Morrison 3 468 ROCKY GROVE LANE, Sanford, FL32771 Notes: RVSD 2/1/16 JA e LS 3/8/16 LS 6/21/16 JA s LS 10/27/16 JA I LS 3/2 /17 A' LS 1Orlando Intl AP FL US 1 /,'A Winter DesignJ Summer Design Conditions' Outside db LS 4/12/1812A°F Outside db 93 OF Inside db . LS 5/3/18 OF Inside db 75 OF,`• Design TD 8 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference_ 46 gr/lb Heating Summary Sensible Cooling Equipment Load'Sizing i Structure 16860 Btuh Structure 14512- Btuh Ducts 2905 Btuh' Ducts . 4246 Btuh Central vent ( 0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 19766 Btuh Use manufacturer's data. y Rate/swing multiplier, Equipment sensible load 1.00' 18758 Btuh Infiltration MethodSimplified Latent Cooling Equipment Load Sizing Construction_ quality Average . Fireplaces 0 Structure 2611 Btuh Ducts . 839 Btuh Central vent ( 0 cfm). 0 Btuh e Heatingg Coolingg none) Area (ft2) 1467 1467 Equipment latent load 3450 Btuh Volume (ft3) 13715 13715 Air changes/ hour 0.38 0.20 ' Equipment Total Load (Sen+Lat) 22208 Btuh i Equiv. AVF (cfm) 88 45 I Req. total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary i Make Lennox Make Lennox I Trade MERIT Trade MERIT Model 14HPX- 024-230-19 Cond 14HPX-024-,230-19 AHRI ref 10258598 Coil CBA27UHE-024-230'++TDR l AH R I ref 10258598 Efficiency 8. 5 HSPF Efficiency 13.5 EER, 16 SEER Heating input Sensible cooling 18900 Btuh i Heating output 21800 Btuh @ 47°F Latent cooling 6300 Btuh i Temperature rise 24 °F Total cooling 25200 Btuh Actual air flow 840 cfm Actual air flow 840 cfm` Air flow factor 0.042 cfm/Btuh Air flow factor 0.045 cfm/Btuh I Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.84 Capacity balance point = 39 OF Backup i Input = 5 kW, Output = 16909 Btuh, 100 AFUE I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. j I wrightsoft^ Suite® 2018 18 13 RSU24011, 2018-May 03 12;07:28 !! Right Universal 0 Page 2 g SnastasiaAGRE\Lo1281ThornbrookeAnaslasiaAGRN. rup Calc = MJ8 House i i _ faces: N l 3 rect SummaryELIRP Job: Date: LOt281Th 6/4/2014 orn brookeAnar ... II MTING-amcoeumnxnIc ahu 2 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web' WWW.DEL-AIR.COM - F For: Taylor Morrison 468 ROCKY GROVE LANE, Sanford, FL 32771 Notes: RVSD 2/1/16 JA LS 3/8/16 LS 6/21/16 JA LS 10/27/.16 JA oTff rowavu LS 3/2 /17 A LS 11/ i Orlando Intl AR FL, US Winter Design Summer Design Conditions Outside db LS 4/12/1WA°F Outside db 93 OF Inside db LS 5/3/18 ,OF Inside db 75 OF Design TD 8 OF Design TD 18 OF I Daily range M Relative humidity 50 Moisture difference 46 gr/lb I Heating Summary Sensible Cooling Equipment Load Sizing Structure 9074 Btuh Structure 8860 Btuh i Ducts 4297 Btuh Ducts 6761 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) .. Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13371 Btuh Use manufacturer's data - y Rate/swing multipplier Equipment load 1`.00 15621 BtuhInfiltrationsensible Method Simplified LatentCooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1554 Btuh Ducts 1386 Btuh Central vent (0 cfm) 0 Btuh Heatingg Coolingg. none) Area ( ft2) 1115 1115 Equipment latent load 2941 Btuh Volumche ( fV) 13223 13223 Air anges/hour 0.44 0.22 Equipment Total Load (Sen+Lat) 18561 Btuh Equiv. AVF (cfm) 97 49 Req. total capacity at 0.75 SHR 1.7 ton s Heating Equipment Summary Cooling Equipment Summary Make Lennox Make Lennox Trade MERIT Trade MERIT Model 14HPX-024-230-19 Cond 14HPX-024-230-19 AHRI ref 10258598 Coil CBA27UHE-024-230'++TDR AHRI ref 10258598 Efficiency 8.5 HSPF Efficiency 13.5 EER,"16 SEER Heating input Sensible cooling 18900 -Btuh Heating output 21800 Btuh @ 47°F Latent cooling 6300 Btuh Temperature rise 24 OF - Total cooling . 25200 Btuh Actual air flow 840 cfm • Actual airflow 840 cfm Air flow factor 0.063 cfm/Btuh , Air, flow factor 0.054 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0,84 Capacity balance point ="29 OF Backup:. Input = 3 kW, Output = 11784 Btuh, 100-AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. writ tsoft- 2018-May-0312:07:28 a - Right -Suite® Universal 2018 18.0.13 RSU24011 Page 3 gh ... nastasiaAGRE\Lot281ThornbrookeAnastasiaAGRN.rup Calc = MJ8 House iaces: N i i DEL-A IR Right-J® Worksheet II'°' au, eo"°mo'°xc 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: Lot281Thorn brookeAnastas... Date: 6/4/2014 By: FJF 1 Room name Entire House ahu 1 2 Exposed wall 316.9 it- 147.9 it 3 Room height 9.2 it 9.3 it 4 Room dimensions 5 Room area 2939.3 it' 1470:0 ft2 Ty Construction U-value Or HTM Area (ft2) Load, Area . (W) . Load number Btuh/W-OF) Btuh/it2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat - Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 2C Osw 18 A 06 10. 58 30 k 0 289, W 13A-2ocs 0.201 n 5.69 4.35 51 51 292 223 51 51 292 223 yJ 13A 2ocs 0 201 ne" 5 69 4 35 46 24 134 102 r 46 24 134 102, 1 1 C 10,C_u9i62 16 02 a 23 G w 0 M 218 wx 363 23 0 218 a 3631 12C- Osw 0.091 a 2.58 2.34 491 470 1209 1100 0 0 0 0 0. 340 a 9.62 30.36 6 0 58' 182 0 0 0 0 2A-2ov G 2A-2ov . 0.340 a 9.62 30.36 15 0 144 455 0 0 0 0 13A 2ocs 2A 2ov 0' 6- 0 340 e e 77, TY6q 9. 62 4 35 30 36 499 Po 3 0 2675 48 2046 152 494 5 470 0 2675 48 2046' 152 2A_ 2ov s 0 3.40 a 9.62 30 36 19 0 185 585 t w19 u 'y O w185 z _585 12C- Osw 0.091 y s 2.58 2.34 270 200 515 469 0 0 0 0 2A- 2ov 0.340 s 9.62 10.77 30 53 289 323 0 0 0 0 26 2iv 0.340 s 9.62 10.77 40 70 385 431 0 0 0 0 G 13A 2ocs 2A 2omd 0201 0 580 s .. y s = 5 69 16 41 4 35 16 85 280 Z2 150 f r 144 1 t 851 1182 s 651 1213 280 72 150 144 661, 1182 651; 1213 9. 62 12 15'0:561 u 7_0858 w...,_ a,0 561 m. W 12C-0sw 0.091 w' 2.58 2.34 491 461 1186 1079 0 0 0 0 G 2A-2ov 0.340 w 9.62 30.36 30 0 289 911 0 0 0 0 13A 2ocs ,1 O'201 w 6:66 4.35 508 470 2671 2044 508 M,416 2671; 2044, 2A 20v w ._. w 0:340 w r 9.62 30:36 r 39, N_ m0 Uw 3,74 y a 11,80 v, 39 I r „ 0 374 xµ .'. 1180, Fj D 12C- Osw 0.091 2.58 1.44 244 223 575 322 248 244 21 223 21 575 228 322 248 C _ 11DO 16B- 38ada 0. 390 0` 026 n 11.04 074 11. 99 141, 21 u, 1483 21 x,., 1483._ 228 1091 2 1 a09_ 13 13 10,, 19 F 20P 19t 0.050 1.41 0.71 13 13 18 9 0 0 0 0 v.. p w,0 8 40 0. 4 4140; 0F: E t 2..... e w-......b... w'. . a... u._,..,.....w,,. s..„''..;_ xc..,..,s;. v..,......,,.» w..... ,.,77,.. 6... wy.....-... a m...+..u., 6 c) AED excursion 0 0 Envelope loss/gain 20223 17768 14143 9856 12 a) Infiltration : 5711 1809 2717 861 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ _ 2310 6 1380 6 1380 Appliances/ other . 2415 2415 Subtotal ( lines 6 to 13) 25934 23371 168601 14512 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25934 23371 16860 14512 15 Duct loads 28% 479 7202 11008 171% 290 2905 4246 Total room load 331361 343791 19766 18758 Air required (cfm) 16801 16801 840 840 I Calculations approved by ACCA to meet all requirements of Manual ° J 8th Ed. wrigF tsoft 2018-May-0312:07:28 Ar` Right -Suite®' Universal 2018 18.0.13 RSU24011 Page 1 S nastasiaAGRE\Lot281ThornbrookeAnastasiaAGRN.rup Calc = MJ8 House faces: N DEL-A9R Right-JO Worksheet W°'°'""CO"°"'°'°"°` I Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 hone: 407-333-2665, Fax: 407 333-3853 Web: WWW.DEL-AIR.COM - Job: LOt281ThornbrookeAnastaS... Date: 6/4/2014 By: IFJIF 1. Room name ahu 2 2 Exposed wall 169.0 it 3 Room height 9.0 it 4 Room dimensions 5 Room area 1469.3 it' Ty Construction U-value Or HTM Area (ftz) Load Area Load number Btuh/ftz °F) 13WNW) or ' perimeter (it) Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 2C Osw 0 091 n a 2 58 2 34 a 27.0 7,17624 618 562 r 2ov„ _ 0;340 n N 9.62 1058 30 289 4 31,7 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 13A 2ocs 0 201 ne ; 5 69i 4.35 0 0 0 0 r 62' 16:Q2 12C-Osw 0.091 a 2.58 2.34 491 470 1209 1100 2A-2ov 0.340 a 9.62 30.36 6 0 58 182 2A-2ov 0.340 e 9.62 30.36 15 0 144 455 13A 2ocs` 2A 2ov . 0 201 O'340 e 5 69; 9 62: 4:35 30 36 0 0 0 0 51 l" 0 0 6 0 2A 2ou O'340 e e 9:62X 30.36 x 0. r ,.0 469 m a 12C-0sw 0.091 s 2.58 2.34 270 200 515 2A-2ov 0.340 s 9.62 10.77 30 53 289 323 2B 2fv 0.340 s 9.62 10.77 40 70 385 431 13A 2ocs 2A 2omd 0 201 0 580s s 5 69 16 41' 4 35 18 85 0 0 0 0 0 0 0 0 f M r4.2ov 0 340 s 1 12C-Osw 0.091 s,.0 w 2.58 2.34 491 461 x i 1186 1079 L-C 2A 2ov 0.340 w 9.62 30.36 30 0 289 911 V 13A 2ocs 0:201 vv 5 69; 4.35 s 0 0 0 r O r, G 2A•2ov .x w 0:340 9:62... k36 12C-Osw 0.091 2.58 1.44 0 0 0 0 11 DO 0.390 n 11.04 11.99 0 0 0 0 77f,469 L 1E.,S F 20P-19t 0.050 A 1.41 0.71 13 13 18 9 F 22Atpl : kW `0',989_ 2799: 0:00 n;m0 0 0 6 W s. TA a, v...,.. a.', w s,.FY'' b.._aa.. u...a.... s....`,i.. az.n.cs ,.'+ i.... u.+ G..a-...«.- n«.w.,. wau..- .. ..... ..:> a...wc..w a. L,.<. er.f«. a .,£..4 M..,,.«s s... a-w...,_ c......,.....:.,.. a...,..... .s .._....fin.:.. u..-,.,.U•«,., a} w.V...: h.,...w i ._" uw f X.;.;« u..Re2«Lv:.z..b..._ f...,...w. a,,,.... w.. t c.,+,..,,, ..,.w. a,...L.' ns zn. ,,,.::3.x z u. ..sr, e`.:(m x..v,r w, .,.F u'v...,..»... w'8,wx, ui...a. e..:... suw.+. e.a..;w w..... n.... a..4.t..,. wev,,.». sa. zY«uex au,.»..twn b... 6 c) AED excursion 0 Envelope loss/gain 6080 7911 12 a) Infiltration 2994 948 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 9074 8860 Less external load 0 0 Less transfer • 0 0 Redistribution 0 0 14 Subtotal 9074 8860 15 Duct loads 470% 769% 4297 6761 Total room load 13371 15621 Air required (cfm) 1 1 840 1 840 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed: wrigF tsoft $ Right--2018-May-0312:07:28Suite® Universal 2018 18.0,13 RSU24011 - Page 2 nastasiaAGRE\Lot281ThornbrookeAnastasiaAGRN.rup Calc = MJ8 House faces: N g gI 6 IR DE Qj' gilt-o WOrkSh@@t Job Lot281ThornbrookeAnastas.:. . HWMrs nmcoeomoMIM ci%U 1 Date: 6/4/2014 9 By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room, name ahu 1 mstr mn 2 Exposed wall 147.9 1t 42.0 it 3 Room height 9.3 it 9.3 it heat/cool 4 Room dimensions 17.0 x 15.5 it 5 Room area 1470.0 it' 263.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area: (ft2) Load number Btuh/ft2 °F) Btuh/ft2) or perimeter (ft) ' Btuh) or perimeter_ (it) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool' 6 12C Osw v 0 091 n 0 00 0.00 z 0 0{, 0 0 0 0 0' 0' 2A26vm a 0340w nr 000r0:00_ 0WO 0.1111 W 13A 2ocs 0.201 n 5.69 4.35 51 51 292 223 0 0 0 0 i 3A 2ocs O'201 4e, 5 69 4 35 46 24 134 102 Y x 0 0 0 0 1 1:1,O,C v W 0;340 mm ne m,9,62: 16;02 3 au.= 0 M. 218 p 363 Q' Q: 12C-Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 0.340 a 0.00 000 0 0- 0 0 0 0 0 02A-2ov GG 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 13A 26cs 2A 2ov 0 201 0 340 e 7 e" r 5 69 9 62 7 `4 35 30:36 75494 5 470 0 2675 48 a 2046 152 159 0 159 0 902 0 690 0; 9340 e.0 962i 30.36 5x 185 585 V/// 12C-Osw 0.091 s 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 s 0.00 0.00 0- 0 0 0 0- 0 0 0 26 2fv 0.340 s 0 00 0.00 0 0 0 0 0 0 0 0 13A 2ocs : rc 2A 2omd 0 201 O'580 S s K, 5 69; 16 41` 4.35 16.85 a 280 72 r150 144 851 1182 651 145 0 86 0 491 0' 376 0 2A 2ou - . 0340 s 9.62' 12:1,5 Un58 w0 561 1213 7,08E 58 0W t-0 12C-Osw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 2A-2ov 0.340 w 0.00 0.00 0 0 0 0. 0 0 0 0 W 13A 2ocs O'201 w ' 5 69 4.35 508 470 2671 2044 89 89 504 386 Os340 ws 1 _a9 62..w_ 30.36 34 0 374 1180 s ax 0 0 R 12C-Osw 0.091 2.58 1.44 244 223 575 s 322 0 0 0 0 D 11DO 0.390 n 11.04 11.99 21 21 228 248 0 0 0 0 C, n1,6131,3u. 03 10 19 0 0 F 20P'-19t 0.050 0.00 0.00 6 0 0 0 0 0 0 0 F .,.u.,;' 27.99: UTO.QQ 147,0 1:48 b_ 41,40 O 264 sN 42 r 11,7,6 0, tZU." w...., wvs.»,.w m,,.m w..e......, 0 mow.. s.K v...v.L a.,. v. 'iw. .:.. w'..,G....,+« 71, x , 71 x. 6 c) AED excursion 0 66 Envelope loss/gain 14143 9856 3634 2094 12 a) Infiltration 2717 861 771 244 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 1 230 Appliances/ other 2415 600 Subtotal ( lines 6 to 13) 16860 14512 4405 3168 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16860 14512 4405 3168 15 Duct loads 17% 29% 2905 4246 17% 291% 759 927 Total room load 19766 18758 5164 4095 Air required (cfm) 840 840 219 183 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 14 wrightsoft" 2018-May-0312:07:28 Y Right -Suite® Universal 2018 18:0.13 RSU24011 Page 3 nastasiaAGRE\ Lot281ThornbrookeAnastasiaAGRN.rup Calc = MJ8 House faces: N I DEL -AIR Right-JO Worksheet MI MMG • am soxomuxrrrs ahu 1 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: Lot281ThornbrookeAnastas... Date:; 6/4/2014 By: FJF 1 Room name mstr bth mstr wit 2 Exposed wall 12.0 ft 3 Room height 9.3 ft heat/cool 4 Room dimensions 12.0 x 8.0 ft 6.5 x 7.5 ft 5 Room area 96.0 ft2 48.8 ft2 Ty Construction U-value Or HTM Area _ (ft2) Load Area . (ft2) . Load number Btuh/ft2-°F) Btuh/it2) or perimeter (ft) Btuh) or. perimeter' (ft) Btuh) Heat Cool Grass N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw 0;091 n 0 00' 0;00 0' s' 0 0 s 0 0 0 0 0 2Q-2ov M. , O:340 n- O:OOi 0:00. 9.% 0, W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 o W r 13A 25cs 0 201 ne : 5 69 4 35 0 x4 0 0 0 0 0 0 0 it L-1 , 10C u Q°340, 0?., 9:82 16 02 3 0z i ' 0 w _ 0 L ,«... O x _ 6 0 0; 12C Osw" 0.091 a 0.00 0:00 A 0. 0 0 0 r0 0 0 2A 2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 2A 2ov . 0.340 e" 0.00 0.00 0 0 0 0 0 0 0 0 13A 2ocs 2A 2ov 0 201 O B40 e ,' e '_ x 5 69, 9 62 4 35 30 36 112 0 t 112 0 637 0 487 0 0 0 0 0 0' 0' 0' 0 2A,2ov,.,., e c 9.62: 3036 9 h 0 0 0 0 0 0 VV JJ G 12C Osw 2A 2ov 0;340 0.091 0.340 s s 0.00 0.00 0 00 0.00 r - ,w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L 2 28 2fv 0 340 s 0 00 0.00 0 0 0 0 0 0 0 0 13A 2ocs ' 2A 2omcl 0 201 0 580 s s :) 56 16 41' f 4 35 16 85 O 0 r 0 0 0 0 0 0 0 0 Q': 0. 2A,2ov_ 0 340 9.62 12 15 a 0 0 0 0 0 0 0', 0 j a w,U-._ 12C Osw 0.091 x,us w 0.00 0.00 0 0 0 0 0 0 v 0 0 6 2A 2ov 0.340 w 0 00 0.00 0 0 0 0 0 0 0 0 W 13A 2ocs ; 0201 w 5 69' 4.35 0 0 77'> 0 0 0 0 1-La 2Q,2ov 0`:340 wee a 9:62 30.36 0 a 0 0 0 0 R L-D 12C-0sw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C,rvr 11 DO J6B-38ad 0.390 Z 026 n 2 11.04 k. 11.99 a414f:` 0 0 0 w « 0 M , , r0 0 wZ_ ,A M. 0 F 20P 19t 0.050 0.00 0.00 M _ 0 0 0 0 0 0 0 0 Fs.. 336 W Ax ti a..w.,.. g tea_ wt. uxs.»«5...- .. w...,-.. u.a•..• a.+:.,. r fu. x....c J r yw w r. k ..,-. .. ..,+...•.. u au.wu 2.« 5,.,,....5u...-. sS„„......:. iL.w.. `w...,., w> w a(.: a •:.., a- ram,.- n 6' c) AED excursion 42 0 Envelope loss/gain - 973 446 0 0 12 a) Infiltration 220 70 0 0. b) Room ventilation 0 0' 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 5 Subtotal ( lines 6 to 13) 1193 515 0 5 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1193, 515 0 5 15 Duct loads 17% 29% 206 151 17% 29% 0 1 Total room load 1399 666 0 6 Air required (cfm) 59 30 0 0 0 it 9. 3 ft heat/cool ` k Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. s F F wrigMtsolFt 2018-May-03 12:07:28 I Right - Suite® Universal 2018 18.013 RSU24011 Page 4 t naslasiaAGRE\ Lot281ThornbrookeAnastasiaAGRN.rup Celt = MJ8 House faces: N b i DEL: AIR Right-JO Worksheet HUMG.M MIM ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: 11-0281ThornbrookeAnastas.... Date: 6/4/2014 By: FJF 1 Room name' mstr we study 2 Exposed wall 0 ft 21.0 ft 3 Room height . 9.3 ft heat/cool 9.3 ,ft heat/cool 4 Room dimensions 5.5 x 3.5 ft 1.0 . -x 146.5 It 5 Room area 19.3 ft2 146.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (w) Load number Btuh/ftz °F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh)- Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw :f o.6 91 n 0. 00 6 00 0 0 0 0 0 0 0 0 x 2ov 2A0000 0'0I0; W 13A- 2ocs 0.201 n 5.69 4.35 0 0 0 01-51 51 292 223 3A 2ocs 0 201 ne r5 69 4 35 OC. v . h a O340 rt? 9:62; 6 :OZ 12C Osw 0. 091 a 0.00 0.00 0 0 0 0 0 0 0. 0 2A 2ov 0. 340 a 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 f 3A 2ocs .; 2A 2ov 0 201 0 340 e r a :' 7 5 69 3 9 62 4 35 r 30 36 0 z 0 0 0 0 145 125 713 545 2A.20; 0` 340.`e M 962 30:36: 0„ 0 0 0,?9 0, 185. 585` 12C Osw 0, 091 s 0.00 0.00 0 0 0 0 0 0 0 0 2A 2ov 0 340 s 0.00 0.00 0 0 0 0 0 0 0 0 2B 2fv 0. 340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A 2ocs 2A 2omd ; 0 201 O' 580 sr s 5 6Q 16 4,t 4 35 16 85 q, 0 0 0 0' 0 0 0 F 0 0 0 0 0 0 0 0 2A 2ov 34 0.0. 962< 1215 x 12C Osw 0. 091 w r.,y 0 00 0. 00 0 0 0 0 0 0 0 0: 0 2A 2ov 0. 340 w 0.00 0.00 0 0 0 0 0 0 0 0 W 13A 2ocs, r3 0.201 w r 5 69 4 35 0" 0 0 0 0 0 7,7 00 G i2A.2ov. 0:340 w. i 9 62, 30.36 a. 0 Y 0 0 0 A 0 n-0. R 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0- 0 0 0 0 0 0 0. 390 0026n ., 11.04 l 0 ? 11. 99 1 410 0 0 0 0 0 0 k 0 0 0 F 20P 19t 0 050 0.00 0.00 0 0 0 0 0 0 0 0 F 0, 0 m .0 147 5, M 7T= M= MZ=-x y. sn. c._vaw.,....:. s«. mxu... x v s....=...Sr w_w=iv.«« a...«n,:w.e. i^,uua> l.w «w'., ws tb. vw. a.o_ 5.__ _.,, i',.. .. e.a... o-.,« ''•'4Z3 j.„. Un.,. a Ar ,.,.. IKI 6 M., E..,;: w,..,,..-..,. " t........ sir 6 c) AED excursion 0 100 Envelope. loss/gain 0 0 1778 1454 12 a) Infiltration 0 0 386 122 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 10 0 0 Appliances/other 51 0 Subtotal (lines 6 to 13) 0 5 2164 1576 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0. 0 0 0 14 Subtotal 0 5 2164 1576 15 Duct loads 17% 29% 0 1 170% 29% 373 461 Total room load 0 6 2537 2037 Air required (cfm) 0 0 108 91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C -FI Ri ht-Suite® Universal 2018-May-03 12:07:28 B g rsal 2018 18.0.13 RSU24011 Page 5 nastasiaAGRE\Lot281ThornbrookeAnastasiaAGRN.rup - Calc =.MJB House faces: N SS d 7 i i RiDEL -AIR ght-J®Worksheet Job: LOt281ThornbrookeAnastaS... MOM • aw coxmrwrahc ahu ' Date: 6/4/2014 DEL -AIR HEATING & AIR By: FJF 1 z CONDITIONING531cODISCOWAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name util pwdr 2 Exposed wall 4.0 ft 4.0 ft 3 Room height 9.3 ft heat/cool 9.3 it heat/cool 4 Room dimensions 4.0 x 11.5 ft 4.0 x 11:5 ft , 5 Room area 46.0 ftz - 46.0'-ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2)' Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat TCool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw r 0091 n% 000 0 00 0 0 f; 0 0 0 2A 2ovw d340 n ,: y' 0.00; 0 00 Lu ,. ':o0m r_ _• _ 0. ue `„Or k ^. , 0, W.. 13A-2ocs 0.201 n` 5.69 s 4.35 0 0 0 0 0 0 0 0 UGj 3A 266s 331 * 0 201 ne :' 569 F 4 35 1 lfU,0 0 0 0 0 0 0: 0 1 1- t OC„y ,,. 0.3,40 ne„i,.9 62; 16 `02 x.. w0 M Q r 0 0 a 0- 0,. v 12C-Osw 6-091 a 0.00 0.00 0 0 0 0 0 0 0 0 I-G 2A-2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 L- G 2A-2ov 0.340 a 0.00 0.00 0 0 0 0. 0 0 0 0 13A 2ocs 2A 2ov O'201 0:340 e rc e 5 69 9 62 4 35 30 36 37 0 37 0 212 0 162 r 0 f 37 s w 5 32 0 184; 48 1414 152 x) 2A 20 0[340 es 9.62 30.36 0 L2Z 0 0 t 0 0 0. 0 0: 12C osw 0.091 s 0.00 0 00 0 0 0 0 0 0 0 r 0 G 2A 2ov 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 2B 2fv 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A 26cs 3 2A 2omd 0 201 0 5W s s 5 69 16 41' 4 35 16 85 0 0 0 0 t, 0, 0 F 0 0 0 0 0 0 0 0 b 0 2A 2ov b 0`340 s 0 0 0 5r.0 0; 0 r r 12C Osw 0.091 i w a9.62 0.00 0..12:•1.5xw 0.00 0 sv w e,0 0 0 0 0 0 0 0 ws 0 2A 2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 W 13A 2ocs O' 201 w 5 69 4.35 0 0 0 0 0 0 0 0 L- G r 2A.2ov_ ._ 0.3g0 w 9:62 30:36 L.. ' 0 H, 0 0. Q 0. 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 C _ 11 DO 16B,38ad .r 0.390 0 026 n 11.04 P 74 11.99 4i 0 rY 0 w -.0 W F 20P 19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F 22A.tpl u., . t,^ D 989 M< 27.99 u 0 00 46 4 112 s .rm 0 46 4 112 0. T 2.. 0 m.27711 asp, • . 77 x 1 w v MI wZ u.. 6 c) AED excursion 59 31 Envelope loss/gain 324 104 344 324 12 a) infiltration 73 23 73 23 b) Room ventilation 0 0 0 0 13. Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 398 727 417 347 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution. 0 0 0 0 14 Subtotal 398 727 417 347 15 Duct loads 17% 29% 69 213 17% 29% 72 102 Total room load 466 940 489 449 Air required (cfm) 20 42 21 20 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF tsoft 2018-May-03 12:07:28 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 6 nastasiaAGRE\Lot281ThornbrookeAnastasiaAGRN.rup Calc MJ8 House faces: N i ' ®EL -AIR Right-JO Worksheet r "a-=codomuraxc ahu 1 I DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM I Job: Lot281ThornbrookeAnastas... Date: 6/4/2014 By: FJF 1. Room name family rm dining rm 2 Exposed wall 35.0 It 10.0 It 3 Room height 9.3 ft heat/cool 9.3 ft heat/cool 4 Room dimensions 20.5 x 14.5 ft ' 1.0 x 210.0 ft- 5 Room area 297.3 ft2 210.0 ft2 Ty Construction, U-value . Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ftz °F) Btuh/ft2) or perimeter (ft) Btuh) or - perimeter (ft), Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat. Cool 6 12C Osw 0091n 0.00 000 0 0 n 0 0$ 0' 0 0 0 2A, 2ov< 0:340 n `a_._ 4 .0 0 au .0 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0 Vl/ 13A 2ocs ; 0 201 ne 5:69. 4 35 N0 1 1 6C- A $40 Oe 9.62; 16:02 0 0 0 W 0 0 L ` 0 0. 0 12C Osw 0.091 a 0.00 0.00 0 0 0 0 0 0 0 0 2A 2ov 0.340 a 0.00 0.00 0 0 0_ 0 0 0 0 0 2A- 2ov 0.340 a 0.00 0.00 0 0 0 0 0 0 0 0 JJ G 13A 2ocs 2A 2ov t 0201 O' 340 e, e 5 fig 9 62 4 35 30 36 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 Ida 2A,2ou SJO 3„40 eiV_m36 12C- 0sw 2A- 2ov 0. 091 0. 340 F s s 0. 00 0. 00 f 0 00 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 M 0 0 0 0 2B 2Iv 0.340 s 0.00 0.00 0 0 0 0 0 0 0 0 13A 2ocs 2A 2omd O' 201 0 580 y s ' s f 5 69, 116 41,16 N 4 35 85 135 72 63 72 360 1182 275 x 1213 0 0 0 0 0 0 0 0 2A 2ov 0340 a 9 62 s, 1215 0 uo 0 0, ta _0 arm u. 0 0, 0 j 12C-0sw 0.091 w 0.00 0.00 0 0 0 0 0 0 0 0 G 2A 2ov 0.340 w 0.00 0.00 0 0 0 0 0 0 0 0 W 13A 2ocsT: O'201 w = 191 y 191 i088 832 93 54 310' 237 1-- G 2A 2ov, r w 0' 340 w 9 62 30'36 0 k 0 y u0 u , 0 39 h 0 374! R 12C-0sw 0.091 2.58 1.44 0 0 0 0 0 0 0 0 L- D 11 DO 0.390 in 11.04 11.99 0 0 0 0 0 0 0 0 0 F 20P'-19t 0.050 0.00 0.00 0 0 0 TM O 0 0 0 0 12,. 0:989 m` 27.99: m,. 0 00 297 35 r. b;980 a ...0 210 10 M Mti280' 0 L" L",ME3 r, 0 u" u.... s...:4r„.,x.«,i,. Y.x.. v.,...,.Tc a....,. 2 S-Zfw., ..war.. a,.La..r. .y..v L'.cw...,,..._ m -- Y . wiJ.- wx Kx,.., a.., w.o..o4>-.:: Y..:. w..u,«. rw..-.w n,.. bmu e ... en L... z' a.$,..« a.L%i,v- .. A,..... s.. c,...-.,.w.. r...... o ...,, ..uar=.,.. N.M,w.w,.a.0 a.« v.C,t.:.a..s.. W,.N.... mn-. "u4. s.... m-,,.... i„ z.s 61 c) AED excursion 257 516 Envelope loss/gain 3609 2064 963 1932 12 a) Infiltration , 643 204 184 58 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ - 230 4 920 1 230 Appliances/ other ' 0 0 Subtotal ( lines 6 to 13) 4252 3187 1147 2220 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4252 3187 1147 2220 15 Duct loads 17% 299/. 733 933 17% 291/ 198 650 Total room load 4985 4120 1345 2870 Air required (cfm) - 212 184 57 129 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t wrigF tsoft 2018-May-0312:07:28 1- 11 Right -Suite® Universal 18.0.13 RSU24011 Page 7 nastasiaAGRE\ Lot281ThornbrookeAnastasiaAGRN.rup Calc = MJ8 House faces: N DEL AIR Flight-JO Worksheet ter. AM CONMMOM ahu 1 DEL -AIR HEATING & AIR CONDITIONING 531 60DISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: i i Lot281Thorn brookeAnastaS... Date: 6/4/2014 By: FJF 1 Room name pantry kitchen 2 Exposed wall 0 it 19.9 it 3 Room height 9.3 it heat/cool 9.3 it heat/cool 4 Room dimensions " 6.0 x 3.5 it 1.0 x 275.8 it 5 Room area 21.0 ft2 275.8 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number 13tuh/ft2°F) Btuh/ft2) or perimeter (it) Btuh) or perimeter; (it) Btuh) Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw:. O091 n;00 FHe. 0 00 O 0 O 0 0 0 p 0 034000` 0`00 vu a 0 h r =.0 M 0 0 0 z 0 W 13A-2ocs 0.201 n 5.69 4.35 0 0 0 0 0 0 0 0. 13A 2ocsT 6201 ne k 5 69 4 35 0 0 0 0 46 24 134: 102• 1 1 10C u,9.62 16 02 12C- Osw 0.091 a 0.00 6.00 0 0 0 0 0 0 0 0 2A- 2ov, 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 G 2A-2ov 0.340 e 0.00 0.00 0 0 0 0 0 0 0 0 R3A 2ocs 2A 2ov= 2A 02010` 340 e e 5 69: 9.62 4 35 30 36 0 0 0 0 0 0 0 0 5 0 5 0 27 0 20 x A. 1 toy. x lr . a- 0 0 0 0 0. ww,, I- G 12C Osw 2A 2ov 0.091 0.340 s s 0. 00 0.00 30.36 0.00 0.00 O 0 0 a 40 0 0 0 0 0 0 u 0 0 0 0 0 0 0 0 0 Imo; 28 2fv 0 340 s 0 00 0 00 0 0 0 0 0 0 0 0 13A 2ocs 2A 2omd 0 201 0`580 s s 5 69: 16 41r 4 35 16.85 0 0 0` 0 0 0 0 r 0 r 0 0 0 6 0 0 Q 0 2A, 2ov,' U 340 s_. y 9.62 12.15 0 0 0 12C Osw 0.091 w 0.00 0 0 w0 0 0 0 0 0 0 Y_G0.00 2A 2ov 0 340 w 0.00 0.00 0 0 0 0 0 0 0 0 VL-G13A 2ocs yt N 2A-2ov0.201 w 5 69 4'35 0 0 0 r 0 135 135 0 770 589 0.340 wu mow 9 62, M ._30 36 0 r 0 H 0 0 0 Q 0. R L- Z 12C-Osw 0.091 2.58 1.44 0 0 0 0 0 244 21 223 21 575 228 322 248 11 DO16B38ad< x. 0.390 Q,026 n 11. 04 0:74 11.99 1 41' 0 0 0 U r. 13 13 10' 9: C-.._ F20P- 19t 0.050 0.00 0.00 0 0 0 0 0 0 0 0 F=M 22A-tpl.; 0989.:T:=2Z99': 0.007=21 0 0= 76. Z-jj_ 0` M,=. was;. v20 557 r K 21 Ts m ' t r r F w,......, a. wm=++...ut 6 c) AED excursion 0 222 Envelope loss/ gain 0 0 2518 1441 12 a) Infiltration 0 0 366 116 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230. 0 0 0 0 Appliances/other 5 1200 Subtotal (lines 6"to 13) 0 5 2884 2757 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 5 2884 2757 15 Duct loads 17% 29% 0 1 17% 29% 497 807 Total room load 0 6 j 3381 3563 Air required ( cfm) 0 0 144 160 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrghtsoft 2018- May-0312:07:28 Right -Suite® Universal 2018 18.0.13 RSU24011 4C A Page 8, nastasiaAGRE\Lot281ThornbrookeAnastasiaAGRN. rup Calc = MJ8 House faces: N j i SDEL AIR Right-M Worksheet HUM- W CGH ahu 2 DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM s Job: Lot281Thorn brookeAnastas... Date: 6/4/2014 By: FJF 1 Room name ahu 2 rm 2 2 Exposed wall 169.0 it 39.5 it 3 Room height 9.0 it 9.0 it heat/cool 4 Room dimensions 14.5 x 15.5 it 5 Room area 1469.3 ft2 224.8 ft2. Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/Wt 'F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (it) Btuh) Heat . Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw ` 0091 n r7 7 2 58'2 34 270 240518 562x 0 s 0 0 0; 2A_ 2ov ;r.. nd' 9.62 30 40 H n289 u.317 0 R 0, r .,0: W ate_ 13A- 2ocs v0340 0. 201 n 0.00 058. 0. 00 0 0 0 0 0 0 0 0 V! 3A 2ocs 0`201 ne,' 0 00 6 00' 6 p p p E' ' p p p', 0, 1 1 0 3.40 DQ' 0 00 0 0 0 01 0: 12C- Osw 0.091 a 2.58 w 2. 34 491 470 1209 1100 131 131 336 306 2A- 2ov 0.340 a 9.62 30.36 6 0 58 182 0 0 0 0 2A- 2ov 0.340 e 9.62 30.36 15 0 144 455 0 0 0 0 13A 2ocs r 2ov s 0201 0 340 e. 0 00 0 60: 0 OQ 0 00 0 0 7'. 0 0 0 0 r 0 0{ 0 0 q 2A 2A, 2ov,. .:m 0340 e e r_ u 0 OQ 000 x«0. 0" 12C Osw 2A 2ov 0. 091 0. 340 s s 2. 58 9. 62 2. 34 10. 77 270 30 200 53 515 289 469 323 140 30 110 26 282 289 257 323 2B 2tv 0.1340 s 9.62 10.77 40 70 385 431 0 0 0 0 3A 2ocs 2A 2omd 0 201 s: 0 00 0 00 0. 00 0, z; AP' 0 0 0 0 0 0 0 0 0 0 0 O 0 0: 0 2A 2ov .r , s .. 0.340 sw 0 00 x0.00 U41"_ a 1 0 A..". 0 t O yj a r 0 0- j 12C Osw 0 091 w 2 58 2 34 491 461 1186 1079 86 86 220 200 t- C 2A 2ov 0.340 w 9.62 30.36 30 0 289 911 0 0 0 0 yl 13A 2ocs O'201 w; 0 00. 0 00 W,;_0 0; 0 n 0 0 0 0 0 I- G 2A 2ov 340 w„ 0 00 0.00 yi O ti 0 0 Po 0 ILZ12C- Osw 0.091 w 0. 00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 11 DO 166. 38ad' . u. 0. 390 0 026 n 0.00 fa„ s0, 74,. 0. 00 a.. , 1.4'?: 0 1469 0 x u _ x, 1469 a x: s,,;„- 1.081 2072 225 w,225 165+ 317, F 20P 19t 0.050 1.41 0.71 13 13 18 9 0 0 0 0 F tpl-..a;- 0 989 0 00, 0:66 a0 0 16 i 22Aw , 2 ,. 7 77 , w_ x M o. a, tics„ M ...,u «,.,. w.s,a..rz.. s...rass..,.w.,,..„s x««".,....x,,,.... t s ",„..., ,... x, El r a.,.., : ter x,-.....k.. s - 0 w..,...,_ 7 NZ 112 6 c) AED excursion 0 96 Envelope loss/gain 6080 7911 1292 1307 12 a) Infiltration 2994 948 700 222 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 9074 8860 1992 1529 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9074 8860 1992 1529 15 Duct loads 47°/ 76% 4297 6761 47% 76% 943 1167 Total room load 13371 15621 2935 2695 Air required (cfm) 840 840 184 145 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrgF tsoft 2018-May-03 12:07:28 nastasiaAGRE\ Lo1281Th Right - Suite® Universal 2018 18.0.13 RSU24011 Page 9 ornbrookeAnastasiaAGRN. rup Calc = MA House faces: N s I i Job: Lot281ThornbrookeAnastas... DEL -AIR. Right-J® WorksheetHtEMG • M coxumoraxc c'iii V 2 Date: 6/4/2014 By: FJF . j DEL -AIR HEATING & AIR 531 c ` CONDITIONING ODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM 1 Room name bth 2 loth 3 2 Exposed wall 9.0 ft 11.5 ft 3 Room height 9.0 It heat/cool 9.0 ft heat/cool 4 Room dimensions 9.0 x 6.0 ft 11.5 x 6.0 ft. 5 Room area 54.0. ft2 69.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2 °F) Btuh/ft2) or perimeter '(ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C Osw r 2'34 0 0 00 2A,2ov 43,40 4. 9.62; 0 0 0 W r . 13A- 2ocs. U 0. 201 n 0.00 1D: 58 0. 00 0 0 0 e ... 0 0 0 0 0 0 0 13A 2ocs T 0201 ne 0 OOi 0 00 0 g 0 s 0 0 0 0 1 1 1,OC X.. r* Q: 340 ne; 0,00' 0 00 w-auw• 0. 0 4 O z O. 12C- Osw 0.091 a 2.58 2.34 81 75 193 176 104 104 267 243 2A- 2ov 0.340 a 9.62 30.36 6 0 58 182 0 0 0 0 2A- 2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 13A 2ocs i 2A 2ov T O' 201 0340 e o t r 0 00 f 0 00' 0 00 0 00 r 0 0 0 0 0 0 0 0 29. 2ov 0:340,.0.00 o A.0 0 o 0_ 0 a 0' 12C- 0sw 2A 2ov 0. 091 0. 340 s s 2. 58 9. 62 2. 34 10. 77 0 0 0 0 0 0 0 0 0 0 0 0 b: 0 0 0 0 2B 2fv 0.340 s 9.62. 10 77 0 0 0 0 0 0 0 0 13A 2ocs¢ 2A 2omd 0201 O' S80 rs s; 0 00 i 0 00 0 00 000 0 0, 0 0 0# 0 0 0 0 0 a 0 0 0 0" 01 0 340 iw• 0 00'° 0.00 0 0. 0 u 0 0 D; 12C- Osw 0.091 ws. w 2.58 2.34 0 wy0 r . L s." . 0 s ri 0 0 0 0 0 0 0 2A 2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 V 13A 2ocs 0:201 w 0 00 0 00 0" 0 0 0 0 0 0 L- G 2A.2ov __ 013„40 M 0 00' A L .i0.00 w .:0 d 0 0 u -0 0 a 0 Fj 12C-Osw 0.091 0.00 0.00 0 0 0 0 0_ 0" 0 0 t- D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 16B 38ad;:.- a Q026. 0.74 1 4,1. F 4 4 6 F 20P 19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F_ 22Al 0 s00 wtp n, 7 ZZ= iZL. r w.. ic...w..... ws..,w u s r x x< x _w.... a x.- a-.....„. r vac. ..u•,:-_,.,....... w's(r._a.....,..... u..._..w r,-.-wv. P< a....,,. .... wi._..z_....... a...,w..s r,..r3.:' rw.d n ..ww eux.... e.u.u.nX.-.. 71 n, w..u.2_7 i.....r v u.. 4...,«. aw,..... w.,w.. 2 K.x ,ti ../... aW....wa.4...f . ea.s..,,..... 6 c) AED excursion 32 Envelope loss/gain 291 317 308 12 a) Infiltration 159 V46 204 65 b) Room ventilation 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 450 511 521 372 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal - 450 511 521 372 15 Duct loads 47% 76% 213 390 47% 761% 247 284 Total room load 663 901 768 656 Air required (cfm) 42 481 1 1 48 35 Calculations approved by ACCA to meet all requirements of `Manual J 8th Ed. wrightsoft 2018-May-03 12:07:28 r Right -Suite® Universal 2018 18.0.13 RSU24011 Page 10 naslasiaAGRE\ Lot281ThornbrookeAnastasiaAGRN.rup Calc = MJ8 House faces: N g I ®EL AIR Right-J® WOrksheet Job: Lot281ThornbrookeAnastas.:. i_ ianmrc • wn coxomoraxc ahU 2 Date:. 6/4/2014 i By. FJF DEL -AIR HEATING & AIR 3 CONDITIONING 531 CODISCOMAY, SANFORD, FL32771" hone:407-333-2665 Fax 407-333-3853 Web: WWW.DEL-AIR.COIv1 6, 1 Room name rm 4 rm 3 wic . 2 Exposed wall 28.0 it 7.0 it 3 Room height 9.0 it heat/cool 9.0 it heat/cool 4 Room dimensions 14.0 'x 14.0 it - . 9.5 x 5.0 it 5 Room area 196.0 ft2 47.5, ftz Ty Construction U-value Or HTM Area (ft?) Load Area (ft?) Load number Btuh/ft2 °F) Btuh/tt2) , or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross I N/P/S Heat Cool Gross N/P/S Heat' Cool. 6 12C Osw > x 0:091 n : 2.58; max ° 2 34 126 1 111 286 260 45 45 116' 105' 2Q 2ov 0;340 m+n 9.62, 1,0 58 b _ 1`5 w 0 a. `. 1?4 159 1_ 0 a _..0 0, r W 13A 2ocs 0.201 n 0 00 0.00 0 0 0 0 0 0 0 0 13A 2ocs ` r Q20,1 ne s, 0 00 0.00 0 0 0 0 e 0 0 u. 03+40 u.,ne O.00: 0.00 0 0 0 0 4 0 0 12C-0sw 0.091 a 2.58 2.34 126 111 286 260 18 HI 18 46 42 2A 2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 GG 2A-2ov 0.340 a 9.62 30.36 15 0 144 455 0 0 0 0 13A 2ocs 2A 2ov O`'201 0:340 e, z e' 0 00 i 0 00 0 00 0 00 6 0 0 0 O 0 s 0 0 O 0 7: e 0 0 0 0' 01 0' 2Q,2ov 0.340. 1L 00. 0.00 0 0 u 0 0 10 VV// G 12C Osw 2A 2ov 0.091 0.340 s s 2.58 9.62 2' 34 10.77 a _ 0 0 0 0 0 0 0 0 0 0 0 0 0 b Po 0 0 M 0 0 Lam., 2B 2fv 0.340 s 9.62 10.77 0 0 0 0 0 0 0 0 j C 13A 2ocs77,62 2A 2omd 01 0 580 s- s 0 00 Y 0 00 C' 0 00 0 00° 5 'Y 0 0; 0 0 i 1 0 0 R" ' 0 0 0 f - f 0 n 0 f 00 0 0. 0` 2oY 0:3-40 00' 0 00 0 0 3 0 j 12C Osw 0.091 0 w 2.58 2.34 0 0 M 0 0 0 0 0 0 G 2A 2ov 0.340 w 9.62 30 36 0 0 0 0 0 0_ 0 0 13A 2ocs '. 0 201 w ' 0.00 0:00 0 0 0 0 0 0 0 0' 2A.2ov x, v0'340 aM.w,.. 0:00 0.00 c 0 a 0 0w 0 0 W _ 0 0: 0 R 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0- 0' 0 0 0 0 0L-D 11 DO 38ad'.. 0.390 Q:026 n 0.00 0 74 0.00 1 41 0 1w 0 1, 0 144 276 48 48 35' 67 F 166 ,_ _ 20P 19t M 0.050 t_ 1.41 0.71 W x 0 0 0# 0 11 11, 16 8 0 w O 000 f ...0 4.-........ n... .z.a, F ..w, ,ru„rkfi:..«,...,a ru. x r L,.'.: ..,.. a....,.... v w,.k. e......d..,. 127 a..u.. i.,..E» ; w s.,.u« ..,. w,... w..kwr x..+._ a.n:afo-...,...:,£r,: n,.. Y,_ a...,, f u.s&. zk.d w. r..................«. E...,,........u,.. o..,. s..,..,....ss,= w:_.n..<..,.... rxt_..v a...41...vxw«..,.u: a..,, 3.itr,+.ri w.. k.,,,e..,u: w..- wiss s w&ue n.Ga.:t a.,,w• .a.:.:k.r a 5....,. a'H M1 ,a.w..„.., , w...-w.d w__,«.«, L..,«.. c 3Y w.fi.. .,., ,, v...... .. dam, ..a..s.. m.2,...,k; f=fra•.w rfo-s a. w.n. ww.. w. ......x-.s.... x .... a.,. .., a .... ..s„+.. nn. .. f a.c.ttiL.. L._5.,,....,<,w r4 c,,,.i., a...,..,,.....,". s z'..... t. s w<..a..r ...... w»,..... w,... _.... 6 c) AED excursion 57 21 Envelope loss/gain 1005 1354 213 2,02 12 a) Infiltration 496 157 124: 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1501 1511 337 241 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution ' " 0 0 0 0 14 Subtotal 1501 1511 337 241 15 Duct loads 47°% 76% 711 1153 471/6 76% 160 184 Total room load. 2212 2665 497 425 Air required (cim) 139 143 31 23 Calculations approved by ACCA to meet all requirements of Manual J°8th Ed. wrrghtsoft 201 8-May-03 12:07:28 Ri ht-Suite® Universal 2018 18.0.13 RSU24011g Page 11 I...nastasiaAGRE\Lot281ThornbrookeAnastasiaAGRN.rup Calc = MJ8 House faces: N l II, I Q DEL -AIR Right-JO Worksheet NUMs-AMCONMo ahu 2 DEL -AIR HEATING & AIR CONDITIONING i 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM i Job: LOt281ThornbrookeAnastaS... Date: 6/4/2014 By: FJF I u 1 Room name rm 3 loft- 2 Exposed wall 24.0 It 11.5 it 3 Room height 9.0 it heat/cool 9.0 It heat/cool 4 Room dimensions 13.0 ` x 11.0 ft 11,5 x 11.0, it 5 Room area 143.0 ft2 126.5 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area ' (ft2) Load number. Btuh/ft2-IF) Btuh/ft2) or perimeter (it) Btuh) or perimeter (it) Btuh) Heat Cool Gross N/P/S Heat Cool. Gross N/P/S Heat Cool 6 12C Osw 0 091 xn 2 58, 234 99 84 216 197 0 0 0' 0: 2Aa2ov,U 2LQ;340 n a .,,9 62; 10.58 1 5 APO a . ?. 2L l59 a .kt _,0 A 0' a:0 W 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 0 13A 2ocs 6 201 ne: Tb 66' 1 y O,Op 1 1 G 10C v 40 knew 0 00, 0:0Q 0 r 0 00 0 st.Q H 9. Oi 12C-Osw " u 0.091 0.340 a a 2.58 9.62 2.34 30.36 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 02A-2ov 2A-2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 01 0 13A 2ocs 2A 2ov 0 201 0-3' e' e' x' 0 00; 0 00 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 2A 2oy 0.340 e 0.00 0 0 0 0 V/ C 12C Osw 2A 2ov 0.691 0.340 s s 0.00: 2.56 9.62 2.34 10.77 v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-G 2B 2fv 0.340 s 9.62 10.77 0 0 0 0 0 0 0 0 13A 2ocs f 2A 2omd 0.261 0 mo s s k` 0 00 0.00 0 00 0 00 0 0 0 0 0'' 0' s 0 0 0 fl 0 0 0 0 0' G 0: 2A, 2oy. O'.340 0.00; 0 0 O 0 a 0 O O, a 0 j 12C Osw 0 091 S_ w r , 2.58 0.00 2.34 117 117 301 274 104 74 189 172 G 2A 2ov 0.340 w 9.62 30.36 0 0 0 0 30 0 289 911 9 3A 2ocs ' t 0 201 w O.OQ 0x 00 0 0 x r, 0 0 0 0 0 0! 2Q 2ov _ A Wk ,,0.340 w 5 z. , A.00 50 a„w:0 0 0 L- .0 0 0 Ol Loi f 1 2C Osw- 0.001 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 011DO 7 0 390 0 026. n 0.00 0.00 41 0 143 0 O 1.OS x 127 0 3 F w168.344`2. m 20P 19t w a . 0.050 0-74` 1.41 1 0.71 t , 1 1;43 1 w z 2 r _202 1 vti _ 0 0 0 w_1,78; 0 F.,x- 22A tpl. _ a. 0:989 0:04 0.00 0 v 0 sue 0 0 ti0 0 0: 0: 1 Zf w-,.w,s.. a= a.-Sw.S.r.... Mx .r...,« u,.... x:.......... v........k... w. ue...o,...»....£......,,...... w a 2A..». .. t w.l:, ax i`.,,,.. Y.»,::3..mu. t,..tv... Q w._,.. n,. LL u.C1.,x....e ..,o, a.. i-. ». x..•..,.. v...:, : n .0 twwra'..-.+. a xo-,k. aw....., w..,, n. F x u 717 4, G a r,„.. G...•..ra. w 5w. a. a.. .<. Sa*u, G.. w v.....i.,c.... a. a....., a..,. u.»..,t a ...,..Y..._.....-..a.rb ......au,..... uw .»,e a.,a-e M....... sv.,...s. t...4.. .. Sc..S«,......... ka.,. au,,. ...u.v_w_ r..,-...,... Y. 13 6 c) AED excursion. 77 388 Envelope loss/gain 769 755 571 1650 12 a) Infiltration 425 135 204. 65 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1194 890 775 1714 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1194 890 775 1714 15 Duct loads 471% 76 % 565 679 479/. 76 % 367 1308 TTotal room load 1759 1569 1142 3022 Air required (cfm). ill 84 72 163 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w2018- May-0312:07:28 w `^ Right - Suite® Universal 2018 18.0.13 RSU24011 Page 12 naslasiaAGRE\Lot281ThornbrookeAnastasiaAGRN. rup Calc = MJ8 House faces: N EL_ AIR Right-JO Worksheet MMa-11OMMM ahu 2 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: Lot281Thorn brookeAnastas... Date: 6/4/2014 By: FJF 1 Room name open to below stairs 2 Exposed wall 35.0 It 3.5 It 3 Room height 9.0 ft heat/cool 9.0 It heat/cool 4 Room dimensions 20.5 x 14.5 ft 1.0 x 311.3 ft 5 Room area 297.3 ft2 311.3 IF Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/it2°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V J 120Osw - 0:091 n 2.58 2.34 0 0 0 M 0 0 0 0 0 G 2A, 2ov__11:._.._.._._._. I1:340 n_ 9.62 10.58 0 0 0 0 n.__0 0.._...__0._.____.:_Q 0 W 13A-2ocs 0.201 n 0.00 0.00 0 0 0 0 0 0 0 yV 1/ 13A 2ocse 0'.201 ne 0.00 0.00 0 0 w 0 0 r 0 0 a_w_ 0, 0 M0.W ne_ 0.00, 0 00 0 0 0. 0 12C-Osw 0 0 74 0.091a2.58 2.34 0 0 32 32 81 2A-2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 2A-2ov 0.340 a 9.62 30.36 0 0 0 0 0 0 0 0 13A 2ocs 0:201 a 0.00' 0.0'00 0 0 0 0"' 0 2A 2ov 0 340 e 0.00 0.00 0 0 0 0 0 0 0 0 2A 2ov ' 3.340 e_ 0.00 0.00 0 0 0 0 0 0 0 r0 233 0 12C-Osw - 0.091 s 2.58 2.34 131 91 212 0 0 0 2A-2ov 0.340 s 9.62 10.77 0 0 0 0 0 0 0 0 2B-2Iv 0.340 s 9.62 10.77 40 35 385 431 0 0 0 0 13A 2ocs 0.201 s 0 00x 0.00 0 0 0 0 0 0 0 0 2A 2omd 0.580 s 0 00 0,00 0 0 0 0 0 0 0 0 2A 2ov 0;3,40 s_. 0 00 m N 0.00 0 O 0 0 u _.._ 0 0 W 12C- 0sw 0.091 w 2.58 2.34 185 185 475 432 0 0 0 0 I-G 2A-2ov 0.340 w 9.62 30.36 0 0 0 0 0 0 0 0 3A 12' ocs0.201 wF 0:00 0.00 0 0 0 0 G. 2A toy ^^-_ R- 12C-Osw 0.091 0.00 0.00 0 0 0 0 0 0 0 0 D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 C._. 1613 386d _;. 0,026 0 74. 1 41. 297 0 297 219 419 3,11 311: w w 229 r.439. F 20P-19t 0.050 1.41 0.71 0 0 0 0 0 0 0 0 F 22A.tpl,.__:. .__ .. w_.0:989 000:_ w000_ 0: 6 c) AED excursion 90 42 Envelope loss/gain 1312 1405 310 470 12 a) Infiltration 620 196 62 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1932 1601 372 490 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1932 1601 372 490 15 Duct loads 47% 761% 915 1222 47% 760/6 176 374 Total room load 2847 2823 548 864 Air required (cim) 179 152 34 46 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f F- wrflgF tsoft- .. Right -Suite® Universal 2018 18.0.13 RSU24011 A...nastasiaAGRE\Lo1281ThornbrookeAnastasiaAGRN. rup Calc = MJ8 House faces: N 7 DEL -AIR Duct System Summary HEATING • aHt C8111 1UN[H(i ahu 1 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: Lot281 Thorn brookeAna.. Date: 6/4/2014 By: FJF r - 9 a r oject Information F For: Taylor Morrison ROCKY Heati n g Cooling External static pressure 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120 / 0.120 in H2O Lowest friction rate 0.148 in/ 100ft 0.148 in/100ft Actual air flow 840 cfm 840 cfm Total effective length (TEL) 162 ft ry rt , Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk dining rm c 2870 57 129 0.196 6.0 Ox 0 VIFx 27.1 95.0 st1 family rm h 4985 212 184 0.183 9.0 Ox 0 VIFx 36.2 95.0 SO kitchen C 3563 144 160 0.212 7.0 Ox 0 VIFx 18.1 95.0 SO mstr bth h 1399 59 30 0.160 5.0 Ox 0 VIFx 40.3 110.0 st3 mstr rm h 5164 219 183 0.148 9.0 Ox 0 VIFx 52.0 110.0 st3 mstr we C 6 0 0 0.164 4.0 Ox 0 VIFx 36.7 110.0 st3 mstr wic C 6 0 0 0.159 4.0 Ox 0 VIFx 41.1 110.0 st3 pantry c 6 0 0 0.209 4.0 Ox 0 VIFx 19.6 95.0 st1 pwdr h 489 21 20 0.194 4.0 Ox 0 VIFx 28.6 95.0 st1 study h 2537 108 91 0.195 6.0 Ox 0 VIFx 27.8 95.0 sti util c 940 20 42 0.191 4.0 Ox 0 - VIFx 30.9 95.0 st1 P9 pSu ply Trunk D"efail"Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 279 214 0.148 355 12.0 0 x 0 VinlFlx SO st1 Peak AVF 840 840 0.148 602 16.0 0 x 0 VinlFlx wrightsoft" 2018-May-0312:07:29 r , Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 ACCA...naslasiaAGRE\Lo1281ThorhbrookeAnastasiaAGRN.rup Calc = MJ8 House faces: N I x Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk i rb3 Ox0 840 840 0 0 01 0 Ox 0 VIFx RDEL-AIR . Duct S S$eCCI SUminaCVY " y Job: Lot281ThornbrookeAna.:. Date: 6/4/2014 xE MG-AMCGNMOMMc ahu 2 By: FJF ., DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL AIR.COM For: Taylor Morrison 468 ROCKY GROVE LANE, Sanford, FL32771 Heating Cooling External static pressure. 0.30 in H2O 0.30 in H2O Pressure losses 0.06 in H2O 0.06 in H2O Available static pressure 0.24 in H2O 0.24` in H2O Supply / return available pressure 0.120 / 0.120 in H2O 0.120J 0.120 in H2O Lowest friction rate 0.202 in/100ft 0.202 in/ 100ft Actual air flow 840 cfm 840 cfm Total effective. length (TEL) 119 ft u 7 Name IDesign. Btuh) Hig' cfm) Clg cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft)_ Trunk loth 2 c 901 42 48 0.318 4.0- Ox 0 VIFx 5.5 70.0 loth 3 h 768 48 35 0.311 4.0 Ox 0 VIFx 7.1 70.0 loft c 3022 72 163 0.203 7.0 Ox 0 VIFx 33.0 , 85.0 st2 open to below , h 1423' 89 76 0.274 6.0 Ox 0 VIFx 17.5 70.0 open to below -A h 1423 89 76 0.286 6.0 Ox 0 VI Fx 14.0 70.0 rm 2 h 2935 184 145 0.270 7:0 Ox 0 VIFx 18.8 70.0 rm 3 h 1759 111 84 , 0.206 6.0 Ox 0 VIFx 31.5 85.0 st2 rm 3 wic h 497, 31 23, 0.202 4.0 Ox 0 VIFx 33.7 85.0 st2 rm 4 " c 2665 139 143 0.281 7`.0 Ox 0 - VIFx 15.5 70.0 stairs c 864 34 1 46 1 0.306 6.0 Ox 0 1 VIFx 1 8.6 1 70.0 Name Trunk Type Htg cfm) Clg cfm) Design: FR Veloc fpm) Diam` in) H'x W in) Duct Material Trunk st2 Peak AVF 213 270 0.202 495 10.0 0 x 0 VinlFlx Return BCanch Detail 'Table 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 Matl Trunk rb2 Ox0 840 840 0 0 0 0 Ox 0 VIFx W r ightsoft" 2018-May-03 12:07:29 M,..•,., mw., Right -Suite® Universal 2018 18.0.13 RSU24011 Page 3 i.,.naslasiaAGRE\Lot281ThornbrookeAnastasiaAGRN.rup Calc = MJ8 House faces: N r 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 j AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot281ThombrookeAnastasiaAGRN Builder Name: Taylor Morrison Street: 468 ROCKY GROVE LANE Permit Office: City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Jurisdiction: 691500 Design Location, FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners'and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sor'nkler cover olates and walls or ceilincis. pection of log wails snail De in accoraance wan the provisions of 1UL -4UU. M EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 I FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION`CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist I i 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 I completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). Energy Performance Level (EPL) Display Card (one page)` HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) El If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) 5/3/2018 12:08:48 PM FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot281 Thorn brookeAnastasiaAGRN Builder Name: Taylor Morrison Street: 468 ROCKY GROVE LANE Permit Office: City, State, Zip: Sanford, FL , 32771 Permit Number: Design Location: FL, Orlando Jurisdiction: 691500 Cond. Floor Area:: 2582 sq.ft. • Cond. Volume: 23678 cu ft. Envelope Leakage Test Results Regression Data: C. n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) * : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at. the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 5/3/2018 12:09 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software 011tiE STATE ti O Page 1 of 1 i Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 468 ROCKY GROVE LANE Permit Number: Sanford , FL , 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1,2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/3/2018 12:09 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4, Roomscontaining fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements . of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402. 4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential: All recessed . luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403. 1 Controls. R403: 1.1 Thermostat provision (Mandatory). At least one thermostat shall be -provided for each separate heating and cooling system. R403. 1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403. 3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403. 2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals;as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403. 3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403. 3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following, methods: 1. 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 duringthe test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code: A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403. 3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403. 4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403. 4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403. 5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403. 5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pumps 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 startthe 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 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. 5/3/ 2018 12:09 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'/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency 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 ON AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Any 2.8 cfm/watt Any Any 2.8 cfm/watt Any ility room 10 1.4 cfm/watt 90 ility room 90 2.8 cfm/watt Any B.3 L/min. When tested in accordance. with HVI Standard 916 EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Pac 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 latentload. 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 (orentering water temperature' for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with "good design practice. R403.7.1.2 Heating equipment capacity: R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1:2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design, ; requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment.. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: , 1. A separate cooling or heating system is utilized to.provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is, utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC-Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory).. The energy consumption of pools and permanent spas shall be in accordance with Sections R403:10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater., Gas -fired heaters shall not be equipped with continuously burning ignition pilots: R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section: Exceptions: 1. Where public health standards, require 24-hour pump operation, 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation: R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be, equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating; computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas-. and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for 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. 5/3/2018 12:09 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 I e R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested, in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature A test report from an.independent laboratory is required to verify" procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. s R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the, requirements of APSP-14. l SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS y R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be i high: -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Q Exception: Low -voltage lighting. ig R404.1.1 Lighting equipment (Mandatory)Fuel-gas lighting systems shall not have continuously burning pilot lights. 3 l s i I f i i I 18 12:09 PM EnergyGauge® USA _ FlaRes2017 -,fBC 6th Edition (2017) Complia Page 5 of 5 - 9 O TYPICAL MASONRY " WINDOW SCHEDULE WINDOW WIDTHS # lI[ 70' T' 31' 53r WINDOW CA L-CUIS 76" Q SH V1315H 77 54 32 54 SOB! ll 31SIl 735N 3354 WEN, N3 N 74SI 3434S51' Z 63' 8 564 V735 SI135SI1- V' 16 514 Vt 36 64 76 EN 36 5H or. YfRET MASOW Omm FOR ALL.RIDOM M%7L SIZES 4V 16TALLATIONWMAY VARY PER Z 5 11" ACQRER A`A6KC1KATIM RERRZORL". L.b" ET'LE% 1"M NEED ( SW.LE 4M-EH, CAMS- CW,, OR MED 6LA56- FG7 " HAM FL Orz CZ$ ) Fn a Ji 0CID 71 lu Transfer ducts/grilles sized In compliance with Florida Residential Q- nnr9Pa) S Building Code M16024 Ralancetl 7'kit[hen he1 ieE, w NHt]C Return AI ptlors 1-3 Bulltler ra)° xnao.< yent r ust p Id unrestricted 1 Inch es]att LYIdeWat a, r. Pf o r tall ° r+• xr r• O undercut on doors to habitable W< m, uF. coons [a xe mnaumi- I mn o ____T O IwireafF. mQZ GATHERING ROOM } a. i ENi. i , TO°L RIXA p CQ Co I DINING da. na i12x61, lyda° JTJ( III 1°= 13ulb 2 CAR 1. I GARAGE I x6Iwc7' s w . O Fm o 16x16 r r. e 9rouosa wsic 4' / 12 sM y 3 j `... 16x16 10, „ rag. 6x1 NmY rots) 11R! luareLart I m QRlmGavueL_______-; Iwcd - I >¢ 5a A TYP. ARCHWAY Q btlD wart tl\C OWNER' S SUITE 12.12. 1 Sx4 FOYER 6 rr aa oxlo rag m Fi s :. • •. L_ _ Qi - a... aLc. 165- av jOx6 PORCH din btlD I w. ERS BATN 3 O -•' . nr I O uP. O tl\ C- j rr 12P 5lox 30 nt 8x4 1 c °6 ' 20 Haar 42X42 A/ C SLAB JL„ ex4 1 a L ° O Ka d a BY BLDR MIN 3 R- _ 2' FROM WALL MA ueew4 2. 0 TDN. W/SKW 2240V 1PH - - . lex10 Glen PI tforn byauc - to cap 3' bath duct PatixoW.E,aa° awx i LcJ o Q scalledl/ e'=l'0' wall w/fan to wall cap 0 Nutone 696RNE w/ fan 696RNB Q 00 Fq o Nutone Q Z aJ rtm ex ' EZAR N01E5 Ps °raWam erueonaxewx> ae G E1AR `Y, IEv Rating z 41 ° iPW6.bS]. L99EtP. tliM R2E ParA al-I Y.dr gl DO . aLL31ba'H6 penatNerLYOwAMW9t.iIXPlA B<P1NT%N LYNtlYE4A E b91MGPdv41fl 10MlIRN¢ IEU Cr.tYLL bWl Rana°@. v 'rsnuwa rawea- e°cerum®aao nEleRm eerun®.nuuai, uu saim ua erore+ y l]F6 • Y' ML WrdYId KR TNFMbWLR rroawwx' aanansrwr nu u+xr+a F_rn nma a F' `x e°At'her y n Lu — w .. • , :>_ Z Onm Z.. W. imtanunc a J Q 0 m a iJ•ECRrW11@°NAhM TYP. SHAMPOO NICHE 01 Q-CIE CCNCt qrY Pl4roftRR C PO roen has an r= 6 insulatlon value. ' - s o aund _ 6 fir{ nawaep,3ni irabse6enn0)eekdwM) clear of 4 Inc4 m iZ J N 0 0 i l I ea £ mow 1vmw mow mow I._"M'. vI oeow I VbVIN41 3meow I scow u a eex GC YERFY Mtiil MENWE" All SO l6, OW W SIB W WA"TO MAY VARY FR Z rANFACTFFR AW SfiCF1I FE4R IO FLOOR RA16 FOR SME OF MM IYEO (WV 4M W U5M- CYO, OR RXED 4A 6- FW II Il I I w } mrn.n yy4IRRcv A4. LO BEDR M 3 Q L 7 as a s 75 / 75 12x6 lrcd 12 rag Oz6 reIOx6lrcd ]Ox6 lrcd 165 7 6' Bx4 Irctl BuRder vaIU nneed toeL25orovlde /c duct lllllllllllllll I I ' I III z 2.0 TON W/5KW E240V IPH 18x10 pleaplatforn by zO-e 3' bath CiUCt Transfer ducts/gr0les sized In compliance rich florlda Resk/entinl bltlrscaled/8'=1'0' t0 roof Ca Bulltling C:.d - M1602.4 Balanced P Return Alr, exceptions 1-3, Builder H L a Y W/fan ust provlde unrestricted I inchmundercut O NUtone 696RNB on doors to habltable Q o Q (b Pq o O Cu U Q OV'LL Q ZO = QJ OL zRating m LU > z4zoL3 J Q F— 00 H Q J O D Q nlmum clearance of 4 Inches around the air handler per the State Energy code. All duct has on r=6 Insulation value. m IL (n p p TAYLOR MORRISON HOMES THORNBROOKE S.F. LOT 281 HOUSE TYPE: ANASTASIA W/ LAUNDRY TUB PRE PLUMB 2ND FLOOR BATH 2 BATH 3 e a 3' WASTE STACK FROM 2ND FLOOR TERPAINATING70 TjfF IST FLOOR C) RECORD COPY 4 l DESCRIPTION AS FURNISHED:. Lot 219, . THORNBROOKE PHASE 4, as recorded in Plat Book .81, Pages 70 thru 71, Pbblic Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. 30' UNNAMED PLATTED ROAD' FLORIDA LAND & `COLONIZATION.- - COMPANY LIMITED W. BEAROALL'S - MAP OF ST. JOSEPHSi ( P.B.1, PAGE 114) S 00012'21 " E 0 9• 40.00'------------ 10' LANDSCAPE, JWALLiFENCEESMT. 19,23' 19.23' VP 22 7Z ® LOT 219 . 5.00 ZOPJ(n;( l 15.7' . 5. oo 7: , T' ---- COVERED PATIO - Ok to,construct single family fiome 5.00' 14.3' with setbacks and impervious area shown on plan., Sy.8 % L0 PROPOSED RESIDENCE Cq MODEL: ANASTASIA Co 2 CAR GARAGE RIGHT CID 0 LOT 168 FZ LOT 220 4 CAI CZ 5.00' Sc ENTRY 5.00' p O i l 21.3' 16' DRIVELt l 25.22' 25.20' P.I. ESMT. tx 20 7.14' , 0 WALK CURB ON LOT AREA ,CALCULATIONS: LOT' = 4,778 SQ.FT. N 00°14'55', W (B.B.) LIVING = 1,467 SQ.FT. GARAGE 455 SQ.FT. 40.00' ENTRY>. 71 SQ.FT. LANAI 139 SQ.FT. iL 1/OL' L17U DRIVEWAYAY= 403 SQ.FT. A/C • PAD = .18 SQ. FT. TRACT f (UTILITY &,ACCESS R/W) WALKWAY = 68 SQ.FT. 50' R/W) IMPERVIOUS = 54.8 2,6-SQ. FT. p SOD = 2 156 SQ.FT. ep5 OFF LOT AREA CALCULATIONS: 0 R/W = 446 SQ.FT. Q _ : PROPOSED FINISHED SPOT GRADE ELEVATION APRON = 110 SQ.FT. PER DRAINAGEPLANS BUILDING SETBACKS: *PLOT PLAN ONLY* ' SIDEWALK 200 SQ.FT. PROPOSED DRAINAGE FLOW FRONT _ 25'' /NOT A ST]RVEY SOD =' 130 SQ.FT. LOT GRADING TYPE q REAR = 15' OTAL AR S: PROPOSED- INFOP•N,ATIONSHO:YN AREA A 3 SQ,FT. PROPOSEDF.F. PER PLANS=.,23.6' } SIDE - S.O' 0' BASED ON SUPPLIED PLAN DRIVEWAY SQ.FT. PROPOSED GRADE PER CONSTRUCTION PLAN }}' SIDE CORNER - 1 AND/OR INSTRUCTIONS PER SIDEWALK , SQ.FT CLIENT( NOT FIELD -VERIFIED) SOD =1 SQ.FT.CRUSEiVHEyER= SCOTT c ASSOC, INC — LAN,D 'AS'URVERSLEGEND' - ' LEGENDP • PLAPP.D.L. • POINT GN LINE 5400 E. COLONIAL DR: ORLANDO, FL. 32807 (407)-277-3232 FAX (407=1436F FIELD - TYP., TYPICAL NOTES: IP. IRON PIPE ' PR.C. = POINT OF REVERSE CURVATURE I. THE UNDERSIGNED DOES HEREBY CERTIFY THATTHIS SURVEY MEE75 THESTANDARDS OF PRACTICE SET FORTH BY THE FARD OF'IR. -IRON ROD _ P.C.C. POINT OF COMPOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS. IN CHAPTER 5J-17 FLORIDA ADMINISTPARVE CODE PURSUANT TO SECBON 472.IDA STATUES' CH. CONCRETE MONUMENTRAD. RADIAL - 2, UNLESS EMBOSSFO WTFH SURVZYORS SIGNATUREAND ORIGINAL RAISED SEAL THIS SURVEY MAP OR -COPIES ARE NOT VA SET LR + RECIEr/gLB 4596 W. NON -RADIAL' J. THIS SU'. RVEYWAS'PREPARED FROM TREL INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIOREC. RECOVERED '- N . - • VITNESSPOINTP OH z POINTOFBEGINNING - CALC,, CALCULATED OR EASEMENTS THAT AFFECT THIS.'PROPERTYP.O.C. POINTOFCDMHENCEMENTP,R.M. • PERMANENT REFERENCE MONUMENT 4, NO,UNPERGROUNp. IMPROVEMtN7S`HAVE •T1EEN LOCATED. UNLESS OIHERW/SE SHOWN ,CENTERLINE FF. FINISHED FLOOR ELEVATION. 5. THIS„3URVEY IS PREPAREDTOR THE. SOLE BENEFli OF THOSE. CERT/FlEO TO'.AND SHOULD NOT BE RELIED UPON BY ANYT/tY. R/ =. NAIL 6 DISK BS.L BUILDING 'SETBACK LINE S. DIMENSIONS, SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD .NOT BE USED TO RECONSTRUCT. BOUNDARY LINES. ESH RIGHT-OF- WAY B.M. = BENCHMARK 7• BEARINGS, FARE BASED ASSUMED DATUM AND ON THE UNE SHOWN AS BASE.BEARING (B.B.) ESMT. -• EASEMENT B.H. 'BASE BEARING ddd DRAIN. 'DRAINAGE - ' 8. ELEVATIONS;' IF SHOWN, ARE BASED ON NATIONAL, GEODETIC DATUM OF 1929. UNLESS OTHERWISE. NOTED., • - UTIL UTILITY 9,., CERTIFlC?„Tt OF AUTY.ORIZATION No: 1596. ,. 6 CLFC. CHAINLINKFENCE - - VD.FC. WOOD FENCE- C/B CONCRETE BLOCK , P.C. POINT OF CURVATURE :;'SCALE 1" 7 20' _ DRAWN BY' P.T. + POINTOF TANGENCY -- - - DESC, DESCRIPTION CERTIFIED BY: :. DATE _ ORDER. No; _ L RADIUS +. ARCLEANGTH PLOT PLAN05-09-2018 - 2954-18 D _ DELTA, C. • :CHORD j .C. B. CHORD BEARING - NORTH THIS BUILDING/PROPERTY DOES. NOT .LIE WITHIN —---=-—._. —_ THE ESTABLISHED 100 YEAR FLOOD. PLANE AS PER "FIRM" TO X CRUSENMEYER, R.L.S. 1 4714 - JAM SCOTT, R.L. S - ZONE, X" MAP;>i' 12117C 0055'F.: /.4801 s. STATE CERT .LIC EC13003715 HOLDER: JOSEPH STRADAELECTRICALSERVICES, INC. 3400 St Johns Pkwy NEC 2011/FBC 107 SANFORD, FL e77-906-1113 ELECTRIC • SECURITY ELECTRICAL LOAD CALCULATIONS UPDATED 5-8-2012 MODEL: ANASTASIA BUILDER TAYLOR MORRISON SUBDIVISON VOLT/AMPS TON QTY KW LARGEST LOAD: HEAT PUMPS W/SUPPLEMENTAL HEAT 1 15572 2 4032 10000 6500 0 ncludes Heat Pump and Heat Strips on together @100%. 2.5 5040 10000 6500 0 3 5280 10000 6500 0 Square feet living areal 25851 3 volt/amps 7755 3.5 6168 - 8000 5200 0 Small Appliance Circuits 3 4500 4 6888 8000 5200 0 Laundry Circuit 1 1500 5 8160 10000 6500 0 Dishwasher 1 1500 Water Heater 1 4500 110 KW SETUP 0 Range 1 8000 4.308333 1 AC EP1 35.5 - 12 2.958333 Oven 0 0Cooktop Microwave 1 1100 0-4 Dryer 1 5000 Disposal 1 500 C) Pool 0 J misc J misc J TOTAL OTHER LOAD J 34355 FIRST 10KVA@100% 10,000 TON 1.5 2 2.5 3 3.5 4 5 5 KW SETUP QTY KW 2990 5000 3250 0 4032 5000 3250 7282 5040 5000 3250 8290 5280 5000 3250 0 6168 5000 3250 0 6888 5000 3250 0 8160 5000 3250 0 15172 1 1 REMAINDER @ 40% 9742 LARGEST LOAD 15572OL 14TOTALLOAD353V.A./ 240VOLTS= 147 E - r Q Ml3S 240; a 0. SIZE5, s RECOMMENDED 200 MINIMUM PER 150r 1,00 SERVICE SIZE: NEC fli 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. O 1 G 01 dim& Address: JobNumber: N333522 Revision Date: New Load #: RA01 CARPENTER CONTRACTORS OF AMERICA, INC 3900 AVENUE G. N.W. WINTER HAVEN, FLORIDA 33880 PH (800) 959-8806 FAX (941) 294-7934 PaaP 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. Enn so/ STRONGBACK BRIDGING GUIDELINES FOR ROOF TRUSSES Strongback Bridging Guidelines for Roof Trusses Strongback bridging for roof trusses is not a requirement of ANSI- PI 1-2002 but it is a strongly recommended guideline by Carpenter Contractors of America. It serves the following two functions: 1) Bridging aligns the bottom chords after they are set so they Ire uniform along the ceiling line. This, in turn helps minimize wavy ceilings' after the installation of drywall. 2) Bridging helps 'planing -out' the transitional or relative deflection of adjacent trusses due to an offset in spans. In either case, Strongback bridging should not be attached to adjacent trusses that need to be jacked into place more than 'A inch. Strongback bridging In roof trusses does not serve as temporary or permanent bracing and is not intended to help distribute or share design loads between trusses. Consequently, no design loads have been accounted for with this detail and continuous Strongback bridging should not be attached between common and girder trusses that have more than inch differential deflection. STRONGBACKS SHOULD BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. STRONGBACKS SHALL BE A MININMUM OF 20, AND SHALL BE ATTACHED WITH A MINIMUM OF THREE 16d COMMON OR (3) 0.131 M 3' GUN NAILS TO A 2M4 VERTICAL WEB MEMBER The graphic shown on this detail is for generic illustrative purposes 2X6 STRONGBACK only. The exact location of strdngback 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 1-2002 for strdngback bridging. N.T.S -Not To Scale) 6ts0om9ac6p®efSidsDet5iE38--6'66i80REPFi E IR) Design Crit: TPI-2002(STO)/FBC PLT TYP, Wave C RT=1.00 1.25 10 0 1.31.11 Y:1 FL 1 E WARRTR," TRUSSES RiOUICEH— ENINTSCARE1NFAS0.1CAiI'N, SNIIPI"AU'SSTALLING AN AGInR. TC LL PSF REF R081- 48357 A FEA O t.I <BS I IT ] ALNIIIO AIFo YA11171 IX FnAN.IA IANO VT elVooxOD T PUT[ INSTITUTE, <1. ° - 1 XTCRPAIs[b UNGT NAOISON.I NI , b;'_ AE, LEES PRIG, TD PE : SE .N«ACio11". N'I SF. 0 TC DL PSF DATE 07/28/09OTNERNIbEIX0]GATED TOP CNDRG SNALL NAYS RPAOP TRLA' ATIAcxE OC[T u URAL FAR— AnDNBOTTM CNO'D SNA LL NE [ A PROPERLY ATTACHED RIGID CEILING. ,DNS %,. BC OL PSF DRW HCUSR081 0920939E IMPDq TANTA `FMn[sx A COPT 0`Txii OES ION TO THE `NSTALLATION CONTTCTOA. i V SC P,' 4 SLC fOA OEv1ATiON AO TN IS D[b'IN ANY A:LURE TO UILn HE.TRUSS IN cmTORF G N[TH g r No.52212 9 BC LL PSF HC-ENG DR/DR AL P I N E OA IASRI CATIXS, NNANOU.YO, SNIPPING, INBTALLINS A BRACING OF IGssc3 § z SIGN ..NRORMS 117N APPLICABLE PAOVISICNS OF NOS (NATIONAL OCSION SPEC, BY IF"') 'AD TPI B * f A ILAT[s AA WADE cP 'Go'tISGA x. x(s[(N, ASTN Asu cRA4E .o4Eo C4, Rlx.ssi 'ALr. s j TOT . LD . P S F AR3 6PIA1. TF EAa FACEFOf TRUSS AND, mE5 o IINIRR LGtcrm GN rXls D sic , ° ]noN PCR DRA. uei :rz. •o i, STATE OF RW Huih/6r Component; QFou In.. 04 IEITTDNT F Pi`TEs FOLLD E Ar. p) sNALL BE PER AXNES AS OF TPII Gcu9 ' G;A, E TA°seA 9 po p ANSN NO z.. OA IS Axce of ornmoxAL fNCIxEERIX6 Rnrenslau3rr - R;•:°(Og10P'` DUR . FAC . FROM ISRI}]GS C] FL 33544 OCS I4XNSNOXX. 111E SV rtA SCL ITY A. USE OF THIS I —ENT FOR ANY BUILDING 13LT«EORESPONSIBILITY 0 FL COA FL 38 I_ R. DESIGnu PCR ANSI'Tn 1 SGO. G. F THE Jul Ileiw SPACING JREF- I7T0081_Z18 I Simpson -Strong Tie Wood;CdnSfruchon Connectors Hangers iU 1iu Lr> n ZaV k .a i:+ li ,gin r_ I n a 7 ,ict a:e "%,all s des i _,_, ` _ liy: U ha , r' .,'I. c tr t! n as b. . sari _ 4l 'Iv' HU and HUC products are heavy -duly face -mount joist hangers made from 14-gauge galvanized steel. The HUG is a concealed flange (face flanges turned in) version of the HU. HU is available with both flanges concealed, provided the W dimension s 25/,a" or greater, at 100% of the table bad. Specify HUG. IU is available with one flange concealed Wien the W dimension is less than 25/, at 100°/ of the table load , ,> an "A c.: an - n:.:r(, rr;r a y f .,I I_I .., +r tl".., ^inl. :he u e ra'y d e I I .:'.L _ , 4 F. 110 all n -1 Fj Iii!..,r .. al t .,...,..; r, 3- Acg. Material: 14 gauge Finish: Galvanized, ZMAX'' and stainless steel available Installation: 1. =r,.. Drill the ?ie"-diameter hole to the specified embedment depth plush". ARernatively, dnll the IN" -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 capacity. t6 > :So le 0 `l m1..: ` .I}. A minimum end and edge distance of 1 1/2" is required. Options: Codes: See p. 14 for Code Reference Key Chart Concealed flanges HUC410 11r' . i. i HU214 HUC410 Installed on Masonry Block End Wall HUC410 Installed on Masonry Block End Wall V, 279 SM No YU/HUC/HSUR/L Hangers (cont.) 15 These products are available with additional corrosion protection. For more information, see P. -. B. 1. Uplift loads have been increased for earthquake or wind duration with nofurther increase is allowed; Crr.. 2. Mrnim--m, V, = 2,500 psi and minimum fln, = 11530 psi. 3. VVIheTr only one flange is concealed specify right or left concealed fiange. 4. Models with 'X" are no stock ii rrs. 6, bla. x "rg: 4 x C 280 UPDATED 04117/17 0 z 0 it IN Smpson SirongTr e. Wood Construction Connectorsdi r _ Hangers (cont.) ID These products are available with additional corrosion protection. For more information, see p. 18. 1. Uplift loads have been increased for earthquaKe or wind duration with no further increase is allowed 2. Minimum 2;500 psi and minimum f'm = 1,500 psi. 3. When only one flange is concealed specify right or left concealed flange. 4. Models with "X' are not stock items. Fasteners d_; .. .x `!:_"-q; :m'e^ --: r," <. Iv UPDATED 04/17117 SIMPSON NY O iyC O RU C i O UNCCO 20 281 ti Slm pson Strong Tie. Wood Construction Connectors % M, Face -Mount Joist Hangers y1EERE0 This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. 9) < All hangers in this series have double shear railing — an innovation that distributes the load through two points on each joist nail for greater strength. This allows for fewer nails, faster installation, and the use of all common nails for the same connection. Double -shear hangers range from the light capacity LUS hangers to the highest capacity HGUS hangers. For medium: load 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. HGUQ. hangers provide similar capacities as HGUS double -shear hangers, but they use Simpson Strong Ties Strong -Drivel SDS Heavv-Duty Connector screws instead of nails for faster and easier installation. In addition, the Strong-Dr,e 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. 236-237 Finish: Galvanized. Some products available in stainless steel or ZMAX coating av;Aabie, r H_ G, see Corrosion Information, pp. 15-1S. 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 loads. Simpson Strong Tie Strong Drive SDS Heavy -Duty Connector screws are supplied with the HGUQ. The thickness of the supporting girder must be equal to or greater than the screw length for applications where the length of the supplied screws exceeds the thickness of the supporting girder, 3" or 41/2" screws may be substituted for the longer length screws with no load reduction, or a shim block may be used as approved by the Designer. Not designed for welded or nailer applications. Options: LUS and MUS hangers cannot be modified. Concealed flanges are not available for HGUS and HHUS. Oilier sizes available; consult your Simpson Strong Tie representative. Codes: See p.14 for Code Reference Key Chart Double -Shear Double- Nailing Shear ! Sice View; Nailing - Do not Top View 'v":n. bend tab Dome Dor Nailing Sid tAvailab!e ( some moa U.S. Parer t" for 2x's iiis for 4x's e o LUS28 115 HHUS2110-2 UTI'MUS28 SIMPSON„ 6 A s c' A e aA o-` mr 2 HUS210 tHUS26, HUS28, and HHUS sirnila.) Typical HUS26 Installation with Reduced Heel Height Truss Designer to provide fastener quantity for connecting multiple Inernbefs together) 235 cD a 2 236 ME - ... ..,E 0111,111 LUS/MUS/HUS/HHUS/HGUS/HGUQ Face -Mount Joist Hangers (cont.) ID These products are available with additional corrosion PF These products are approved for installation with the Strong-D:-ivOprotection. For more information, see p.18. SD Connector screw. See pp. 39-40 for more information. M Grmerisions{m) fasteners^''"; MNee1 Heeeel Carrying Carried x. Height; Member - . Member Single 2x Sizes LUS24 2'/e 1'/e 31/e 1 1'/. 4) 10d 2) ? Od LUS26 41A 18 1 V16 j 434 o 4)10d 4)10d MUS26'' 411A6'' 18 1IA6 53i6 2- 6),1Q ; 6)19d HU526' 43 1 16 1% 5% 3 14),16tl 6)1¢d,`- HCUS26 4 12 1 % 5% 5 20) 16d 8) 1.6d LUS28 4Mc 18 1 M. 64 1 % 6) 10d 41 -Od MUS2$ E ` 18 1M6 6 a5e 2 8), Od 8)10d " NUS28 611z ' 16 16k 7, , 3 22)16tl 8), 6d„ HGUS28 6F6 12 176 717 5 36)1Ed 12)t6d LUS210 4'i 18 1IM6 7'a/i6 1y4 8)901 4)10d HUS210 8%a 16 14 9 3 30) 16d 10)16d See table below for allowable bads. SIIIIIP$ON Single 2x Sizes LUS24 1 490 670 7C>5 825 045 490 i 725 830 895 1 1,135 420 575 i 655 705 895 Lt1S26 1 1,165 865 990 1,070 12355 1 1165 940 1.075 1 1,165 1,475 1,005 740 845 915 160 17. FL, LI7 MUS26 1,090 1:295 1,480 1:605 11825 1,090 1:410 1,610 1,745 1,825 940 1 1,110 11265 1,370 1,57( HGIA26 4360 4' 885 5;230 51, 1 725 1 5,290 5,396 I NO r 3 750 4,200 + 4 50fl` a"' •i l US28 1 I6s 1,100 1,25a I3G0 1 725 - 1,16a J 00 1,383 P. 1,480 83„) t 00 40 1 07 1 1651 1 47'i MUS28 1,1555 1.730 975 2 40 2,645 1,555 188 2150 2.330 2,645 1,335 1.475 1,690 ! 1,830 2,275 17, P , 117 I1US28 2,030 3;965 4120 4,220 4.335 2:000 3,790 3,960 4 70 A,335 1,720 2,905 3,035 '': 3,125 3435 Hr t1S28 6 747 6,970 7125 7 275 6,460 6,705 6,870 7.275 4,960 5160 5 290 5,745 1. LUS2'0 1165 24U t525 Y,650 23 0'' 105 1;445 166D 795 2'2 0 I OD1 A 305 1415 745 HUS21 o Ct00 42a5 4 445 4 515. 5,02D' 3 UOD-t 5 4,105 4,310 4 456 4 U3U.r 2,b86 °i 150 3,31 425`v t 2.815,E 17 rL17 Note: For dimensions and fastener information, see table above. See table footnotes on p. 237. HHUS/ HGUS See Hanger Options information on pp.121-123. HHUS - Sloped and/or Skewed Seat HHUS hangers can be skewed to a maximum of 45 and/or sloped to a maximum of 45' For skew only, maximum allowable download is 0.85 of the table load For sloped only or sloped and skewed hangers, the maximurn allowable download is 0.65 of the table load Uplift loads for sloped/skewed conditions are 0.72 of the table load, not to exceed 2,475 lb. The joist must be bevel -cut to allow for double shear nailing HGUS - Skewed Seat HG(. 1S hangers can be skewed only to a maxiinum of 45°. Allowable loads are: HGUS Seat Width Joist Down Load Uplift W < 2" Square cut 0.62 of table load 0.46 of table load W < 2" Bevel cut 0.72 of table load 0.46 of table load 2" < W < 6" Bevel cut 0.85 of table load 0.41 of table load 2" < W < 6" Square cut 0.46 of table load 0.41 of table load W > 6" Bevel cut 0.85 of table load 0.41 of table load Acute side bpeclly angle Top View HHUS Hanger Skewed Right Joist must be bevel cur) All : oist nails installed on the outside angle (non -acute side). Face -Mount Hangers R r 3• ED These products are available with adddional corrosion. These products are approved for installation with the Strong -Drive' protection. For more information, see p.18. SD Connector screw. See pp. 39-40 for more information. i , p m 1. Uplift loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern. 2. Wind (160) is a download rating, 3. Ptinimum heel height shown is required to achieve full table loads. For less than minimum heel .height, see technical bulletin T-C-REDHEEL at strongtie.com. 4. Truss chord cross -grain tery on may Urnit allowable loads in accordance with ANSI/TPI 1-2007. Simpson. Strong -Tier Connecter Selector" Software includes the evaluation of cress-grair tension: in its hanger allowable loads. For additional information, contact Si T:oson Strong-Te. 5. Simpson Strong -Tie`° Strong -Drive SDS I-eavy-Duty Connector screws are permitted to be installed through metal truss plates as approved by the Truss Designer, provided the requirements of ANSVTPI 1-.-'r.1 Sections 7.5.3.4 and 8.9.2 are met (pro -drilling required through the plate using a maximum of Via•' bit). 6. Sirong-Drive SDS Heavy -Duty Connector screws that penetrate all plies of the supporting girder (screws, must penetrate a rrdnirnurn of 1" into the last truss OV) may also be used to trans`er the loac through all the pies of the supporting girder When Strong -Drive SDS Heavy -Duty Connector screws do not penetrate all plies of the supporting girder truss, supplemental Strong -Drive SDS Heavy -Duty Connector _crews at the hanger locations may be raquirE10 to transfer the load to the truss dies rot penetated by the face fastene,z, as determined by the Design: 7. The supporting girder truss most have adequate thickness to accommodate the screw length, so that the screw does net protrude cut the back of the girder, 3"- or 4'h"-long Strong -Drive SDS Heavy -Duty Connector screws may be substituted for the longer Strong-DrNe SDS Heay-Duty, Connector screws with no load reduction, 8. Loads shown: are based on minimum of 2-ply 2x carrying member for nailed hangers. With 3x carying members, use 16d x2'h" nails into the header and 16d commons into the joist with no load reduction. With single 2x carrying members, use 10d x 1 !T•" nails into the header and 10d commons into the joist, and reduce the load to 0.64 o- the table value. 9. Nails: 16d = 0.162" dia. x 3V long. See pp. 26-27 for other nail sizes and information. 237 The HTU face -mount truss hanger has nail patterns designed specifically for shallow heel heights, so that full allowable loads (with minimum nailing) apply to heel heights as low as 37/a". Minimum and maximum nailing options provide solutions for varying heel heights and end conditions. Alternate allowable loads are provided for gaps between the end of the truss and the carrying member up to'h" max. to allow for greater construction tolerances (maximum gap for standard allowable loads is %" per AST D1 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 triangle holes for maximum values See alternate installation for applications using the HTU26 on a 2x4 carrying member or HTU28 or Hi on a 2x6 carrying member for additional uplift capacity Options: HTU may be skewed up to 67'h°. See Hanger Options on Q. 239 for allowable loads. c_ t'oee,r . I.;::.:. : U:,L ,;t"stro€ tie<eom aril s. Codes: See p.14 for Code Reference Key Chart Mir.. heel height per table L 13/4. HTU26 truss and carrying member HTU Installation for Standard Allowable Loads For 1Y ,maximum gap, use Allemate Allowable Loads.) Typical HTU26 Minimum Nailing Installation These products are approved for installation with the Strong-DOje' SD Connector screw. See pp. 39-40 for rnore, information. Standard Allowable Loads (1/8" Maximum Hanger Gap) I.The maximum hanger cap is measured between the joist (or truss) end and tine carrying ,member. 2. Minimum heel heights required `:or full table loads are based on a minimum 2/12 Pitch. 3. Uplift has been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern. 4.Wind (1 ST is a download rating. 5. For hangar gaps between -A" and h", use the Alternate Allowable Loads. 6.Truss chord cross -gran tension may limit allowable loads i'l acoor;iance with AN'SbTPI -. Simpson Strong -Tie` Connector Selector Alternate Installation HTU28 Installed on 2x6 Carrying Member HTU210 similar) Software includes the evaluation of cross -grain tension in its hanger allowable loads.. For additional Information, contact Simpson Strong Tie. 7. Loads shown are based on a minimum 2-ply 2x carrying member. For single 2x carrying members, use Nit (1 GO x 1lh") nails into the header and reduce the allowable download to 0.70 of the table value. Tne allowable uplift is 100% of the table load. 8. Nails: 16c = 0.162" dia. x Th" long, 10d = 0.148" dia. x 3' long, 10d x 11h" = 0.148" dia. x 1',4" long. See pp. 26-27 for other nail sizes and information. 238 UPDATED 04/17/17 3 0 HTU n r r Face -Mount Truss Hanger (cont.) These products are approved for installation with the Strong -Drive' SD Connector screw. See pp. 39-4.0 for more information. Alternate Installation Table for 2x4 and 2x6 Carryinq Member AMin Model Heel , Minimum Fasteners DF/SPAllowable 11 aodSPF/RF Allowable Loads " N o Height IMember in.) ..gym ..,;.( Carrying Member, CarvedUphft Memberr Floor 150 11)0 Snow' 175)'; oof 125) Wind 160) Uplift 160) ._,(100j Floor Snow 1156 Roof - 125) Wind 160) Ref. HTU26 (Min.) 3 A 1 (2) 2x4 10)16d 1 (14) 1Od x 11/2' 925 1,470 1,670 1.800 2,040 i 795 11.265 i 1,435 1,550 1,755 HTU26 (Max.) i 516 (2) 2x4 10)16d 1 (20)1Od x 11/," 1,310 1 1,470 1:670 1,800 2,250 ';,125 1,265 1 1,435 1,550 1,935 17, LFLHTU28•fMax:) 7/a , (2} 2x6 ' fL)16d • 26)10d x k ` e T a70 2,940 3,340 600 a SO5 j 1 695+. 2,530 2 870^"' 3'095,, 3,360 HTU210 (Max) I 9Y (2)`466 2C)j16i1- 32j10d x 1'12 ` 2 760 ,2,9'40,; 3,310: 3,600 , 3 905 } 2';375, 2;530- 2,870 3 095' z3,360, 1. See table above for dimensions and add tional footnotes. 4. Nails: 16d = 0.162" dia. x 31k° long, 10dx 11h = 0.148" dia. x 11/" long. 2. Maxim•im hanger yap for the alternate installation is'k'. See pp. 26-27 for other nail sizes and information. 3. Wind (1 CC) is a download rating. Alternate Allowable Loads (1/2" Maximum Hanger Gap) Model No M n a gtit Dimensons (in )e Fasteners W I H B, Carried,Memhe9 Member' OF/SP Allowable Loads ! SPF/HF Allow61e Loads" 1psDj `' (100) (115) (125) (160)" l (610) . •- (10)„ (115)'. (1251 ' w60)ind Code`" Ref,,, Single 2x Sizes HT,ULn8 3,h I% 5'4e 36IkQ)16d 11)10d x 11fi 670 `s- 2 1 a ,,;2 735, • 2 55 Z,i3S j S/5-: 1jJ2S 1,725 1 t2S 1,725 HTU24 Min.)z I, 3 - 1s% 57,,e 3' z; l20716d" 1114,,10d x",1'Iz 1,175 2,940 '3 700 .;', 3,100 ,3,100 1 010 ' 19905 1 55 1 955 1,955 HTU6 (Max) r; IITU28 (Min.) 5 / Y/s T,1,% 1 % S / 711.e 3 /z, t201 6d 3Y2 (26)16d 20i Od x 1 )1,6 14)10d x 1 MY 1 215" 125 2 940 3 340 ; 3,6D,0 s 760 104b 3.770 3,770 3,770 770 970 2;570 2,825 2,370 2,825 2 370 2;825 2,370 2,825 17 L17, HT1.128 (Max.i 7'/. 1 % 7'/:c 31/z (26)16d 26)':Od x 11h" 1,920 3.820 4,340 4,680 5,015 1,695 3,285 3;730 3,765 3,765 FL HTL'210(Min) 96,g 3%z_(2) i6 14'16dx'Tf/z 1250, e360u 600'; tP 2,700 2,7'00 2,700' HTU2,'O(Max.) j 9'/a 15 919E 3'/z (32)16tl 32)tOdx11 3255 470 5°020• i 5,02{! "5,0?A''- 2SG0,_3.7765 3,765 3,765 3,765 Double 2x Sizes H1U26,2(tfin) 3'e 3-546 5tiE7 3/zt2D)216d,_ 14)10d 1 29903340; 3,560 3,503',1 1305 2,=205- 2,205 2205 1I2,205 HTU26" 2 (Max.) 1 5'A 341& 5'A 3'% € t20)16dr, 20)10d ' 1,910 "- 2 940-;3`340• i 3.500 , 3,506 3', 1,645 c;`20 2,205 2,205 2,205 ' HTU28 2 (Min.) 3A HTU2d 2 (Max, TA 31Se 7 fie 31I5 7%a 3'k (26)16d 31,/2 (20) 16d 14)10d 26 10d 490 3,035 820 3 980 3,980 3,980 1,280 3,,820 4,340 4,680 5,559 ~ 2 610 985 3,283 2,985 3,730 2,985 4,025 2,985 4,1165 17, L17, FL HTUE i0-2 (thin) 3z 31 9r 31%z h32)16d,, 14)10d 1;755 - 4 250 25p ?; d,255 4,255 )" 1 5„% 3190 3,190 3,190 i 3190,i 32)10e' 3855y"4,705"345I 5;76Q 6470 u315 A„0`46- 4,5951 4855„'',4855 See table footnotes or p. 233. Options: See Hanger Options information on pp, 121-123. Skewed Seat Skewable up to 671h°. Available in single and 2-ply size. No bevel cut required. Allowable Loads for Skewed HTU Hangers 1. Uplift loads have been in:aeased for wind or 3. Maximum, hanger gap between end of joist (truss) and face of earthquake loading with no further increase carrying merrber's Y°. alle.ved. Reduce where other bads govern. 4. Nails: 16d = 0.162" dia. x 3'along, ':Odxi lh = 0.148" dia. x 11/z long, 2. Allowable downloads may rot be increased. I Od = 0.148' dia. x 3' long. See pp. 26-27 for other nail sizes an-1 information. 0Spe anggle'$ y 51 ` to 671/2' Top View HTU Hanger Skewed Right >_ 51 N O a Ll 239 Simpson StrongTte4Wood Construction Connectors A Adjustable Truss Hangers EER1W W This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower installed cost, or a combination of these features. The THA series have extra long straps that can be field -formed to give height adjustability 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 ZMAX' coating, see Corrosion Information, pp.15-18. 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 1/4" from the edge of the top flange members. For the TI IA29, nails used for joist attachment must be driven at an angle so that they penetrate through the corner of the joist and into the header. For all other top flange installations, straighten the double shear nailing tabs and install the nails straight into the joist. Face Mount Installation — Install all face nails accordinc 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 filled. 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 ins'allaton and achieve the face-rnount installation loads. Install the tabulated face nails into the face and top of the carrying member. Nails used for the joist attachment must be driven at an angle so that they penetrate through the corner of the joist into the header. Uplift — Lowest face nails must be filled to achieve uplift loads. Options: THA hangers available with the header flanges turned in for 3%" (except THA413) and larger, v ith no load reduction - order THAC hanger. Codes: See p.14 for Code Reference Key Chart Double -Shear Double-t Nailing She2FSide View Na'tincDo not Top View bend tab SIMPSON 1—y"tyi 24' for THA422-2 1/ I•—v; 1?%4' forTHAG422arA THA42u-2 G:: •t_ re o- i c.IE 2IS forTHA422-2 THA42e-2 THA29 THA418 THAG422 Face nails Top nails per table per table Double 4x2- Use full table value Single 4x2-- See footnote 3 Straighter the double shear nailing tabs and install nails straight into the joist Typical THA Top Flange Installation on a Nailer except THA29) Alternate Installation of THA422 Donne Double -Shear Nailing Side Vlew Ava7abie on some :models) U.S. Patent 5,603,580 2 face nails Total) 4 top nails Total) Straighten the double shear nailing tabs and install nails straight Typical THA422 Top Flange Installation on a 4x2 Floor Truss I — Mount Installation uv Typical THA29 Top Flange Installation 6 0 din. ieader Jai 229 1= M N R a 230 Top -Flange Installation' THA29 18 1'%e 5'%]27e 4)10d (4)lOd 4)1Dd 560 21260 2,310' 2,35E 2,550 480 1,740 1,785 1,815 j 1,815 THA213 18 15A 13-A, i 5'r 4)10d (2)10d 4`,10d x 1'h'! 1,615 1.615 1,61511,615 1,280 1,280 1,280 1.283 THA218 18 1?s 17 c 5'h 4)1Cd ! (2) lOd 4} lOd x 11 i615 1;61 1,61511,E15 1280 1 280 1 z8G1,280 THA218:2 16 k" 17"%a 8' 4)16d ',(21 16?, 6; lOd 2 24 2255 2 2452,245 1935 1,9351 935 1 935' 18, THA222- 2 16 3h` 2Aha 8 v 4)16tl_(2}16a 6)10d 2245 2,2d5 2245 2-,245 it935 1,935 1935 1935 L15, FL THA. 413 18 5/e 13-5i4 4 r a 1 Y2 - 4) 1Cd-(2)(2) 10 ' I (4)10d I: 61 61511,615 1,615 11,280 1 280 1 80 1 289 THA418 16 s 5,ii 17lh 7=/e 2 - 4)16d (2)16d 6)10d 2,245 2.245 2 245, 2,245 1,935 1,935 1 935 1,935 THA422 16 3% 22 7'/e 9 - 4)16d (2)16d 6 10d 2.245 2.245 2,245 2,245 1,935 7,935 1 935:1,935 THA426 14 34% 26 77A 2 '': - 4) 16d (4) 16d 6116d 2435 2.435 2.435 2 435 2,095 2;095 2,095',2,095 FL THA422= 2 14 7 22 !s E 9e+ 2 (4)16d (4)(6 16d16d "' 3a303,330 3 330 '50 2865 2 865 2 805 2 865_,170 THA426 2 14 71 26'hs ` 9 e ? (4} 16d P(4116d 1{6 16d3s0 3,330 3 330 u.30 - 2,86 2 865, 2 865 2 863 :..,170 Face - Mount Installation° THA29 18 1 9",4e 5h 9"he i6) "Oijj 4)10d SEC 2125 2.310 2 s50 2,350 480 1,740 1,785 1 8 0 ,615 THA213 18 15/e li 131A6 5'h 135ri; 14) 105 1, '4) l Od 1,170 1 ,.,: 2 t , " 780 1 - THA218 18 1§% 17Y6 5'h 17=fis 18) Od j (4)10d 1,170 780 r , 1 7 THA218 216 E 17, ys ", 8 14?Fe 2)16 j - 6)1,61 1,&5 3 69° 0 69a) a 695 5;695 1 595 3,185 3,185 185 018 ' 18, Li5, THA22z- 2 16a i 224 8 14 Hs 22)16d i 6f 16d 1 R, 3 69 z i 69 09 3 f 9& 1 595 3,185'318 18 , 318 ' r THA413 18 5 1 Ys 4'h 13)e 04) 10c 1 (4) 1ud 1,170 1,340 2,23 2 400:2,400 780 1,660 1 910 2 O7 2 210 THA, 418 16 35A' 171h 7% 14i5s 22) 16di 6) 16d 1,855 3,695 3,695j3,695:3.695 1,595'i1165 3.185 3,185 3,185 THA422 16 3% 22 ' 7A 14rha 122)16d 1(6)16d 1,855 3.695 3,695 3,695 3,695 1,595.3,185 3,185 3,185'; 3,185 THA426 14 3e. 26 7 61tis 30) l6d'l 16) 16d 1,855 9 1. I Jpfft has been Increased 60% for w!nd or earthquake leading with no further increase allowed; redl_ice were. other loads govern. 2. Wind (160) is a download rating. 3. For single 4x2 top chord carrying members cr single 2x nailers, ins following THA hangers can be installed using 10d x I IV, top nails and (2) 16d face nails with reduced allowable loads as noted: THA418/` HA422: 1,415 lo. for DF/SP, 1,215lb. for SPF; THA426: 2,245 Ib. for DF/SP, 1,g30 lb. for SP:"; THA422- 2,THA426-2: 2,345l1b. for DF/SP, 2,0-5lb. for SPF. Loads are bases on hanger installations at panel points. 4. Face -mount installation loads are based on mJnlmum of 2-ply 2x carrying member. For single 2x carrying members, use 10d x 1'12" nails into the carrying member and tabulated fasteners into the carried member,_ and use 0.80 of the table value for i8 gauge, and 0.68 of the table value for 16 gauge and 14 gauge. 5. Min. lop Flange refers to the mnimum length of s-rap that must be field formed over the header.. 6. For the THA 2x models, one strap may be installed vertically according to the face nlgurd nailing requirements and the other strap wrapped over the truss chord according to the top flange nailing requirements (see drawing on F. 229) and achieve full tabutated top flange installation loads. " 7. Nails: 16d = 0.162" dia. x3'h" long, IOd = 0.14.8" dia. x 5" long. 1 Od x 1 %s" = 0.148" d!a. x 1 ? long. See pp. 26-27 for aher i pail sizes and info! mat!on. ESimpsonSfrora'Fie VVood Co struchon Corinectors ., "' $innP$o i S Skewed Truss Hangers Designed for 42 floor trusses and 4x beams, the THAR/L422 has a standard skew of 4Y. Straps must be bent for top flange installation. PAN railing helps eliminate splitting of 42 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 21h" Minimum and maximum nailing configurations available - see table for nailing requirements Codes: See p.14 for Code Reference Key Chart THAL422 Typical THAL422 Installation with Minimum Nailing on a Floor Truss with Double 4x2 Top Chord 1. Uplift has beer increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern. - 2. Roof loads are 125% or floor loads unless [ iia- by ether criteria. Floor loads may be adjusted for load durat!ons according to the code provided they do not exceed those in the roof column. 3. W'here the top of the carried member is ".ush with the top of the carrying me:-ber, Hefr is equal to the depth of the carried member. Otherwise, He.r shall be measured from the top of the bearing seat to the top of the carrying member. 4. Nails: 1 Od = 0.148" dia. x 3" long, 1 Od x 1 IV = 0. 48" dia, x 11,1" long. See pp• 26-27 for other rail s zes and informaon. I NLO 241 1 i The versatile THJA26 can accommodate right- or left-hand hips (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: Gahranized Installation: Use all specified fasteners; see General Notes. All 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 nail penetration. See footnote 3. Options: These hangers cannot be modified Codes: See p.14 for Code Reference Key Chart THJA26 Top View Top View Left -Hand Hip Installation Right -Hand Hip Installation Typical THJA26 Installation FastenersOF/SP Agowable Loads SPF/HFAllowable Loads Model Carried' j Member Upltft Floor Snow) Root Wind Upldt _ Floor Snow Roof x Wnjd Code Ref. No Carrying 3 Member Hip ,.i Jack 16U) g lA)" 115) ( (125) , ,(160)„ 060) t00) 115) 125y (160) Hip 720 2010 2,210 2,450 2450 590 1 740 2,000 2,100 2100 THJA26 20 16d 6j 10d x 1'" (4 10d x 11h `Jack % FL 240s05' 770 815 7 = 810 ` 85 S8 y 670 100 100 785 2,320 2,670 2.800 2,800 jTotal9602,680 3,080i 3,265 3,265 1. Uplift loads have been increased for wind or earthquake baring with no further increase allowed; reduce where other loads govern. 2. Wind (160) is a download rating. 3. Leads shown are based on a minimum 12) 2x6 carrying :-:.ember. For single 2x carrying members (min. 2x6), use 1 Cd x 1',:" nails and use 0.67 of the table value. For (2) 2x4 carrying members, muhiply the download by 0.50. 4. - 6d s':bkers (0.148" dia. x 31/" Icng`,. may be substituted for the specified 16d commons at 0.85 of the table load. 5. Tabulated hip and jack allowable loads assume that 75% cf the total load is distributed to the hip and 25% to the jack. It is permitted to distribute 65% to 85 % of the tabulated :ctal load to the hip, and the remaining percentage of total load to the jack. The combired hip and jack load may not exceed the published Total load. V 6. For terminal hips, divide the total allowable load by 2 to determine the allowaole bad for each 'nip. 7. Truss. chord cross -grain tension may limit allowable bads in accordance with ANSVTPI 1-201=. Simpson Strorg-Tiel Connector Selector" soffwaro includes the evaluation of cross -grain tension in its hanger alowable loads. For additional information, contact Simpson Strong Tie. 8. Nails: 16d = 0.162' eta. x Th" long, 10d x 11h` = 0.148" dia. x 1 /z" long. See pp. 26-27 for other nail sizes and information. 247 VALLEY FRAMING.& BRACING DETAIL Lumber Size and Grade Minumum Requirements Ride.6wrd... 2x6(minl rR.SoetheHIPlnt or bean,, 2x48 CKINGr1. 6 TRUSS Rafterspans'2D'-o' o leu-' (AI2x65Pa2; SPF 92182, OF x2 r better 9) 2 .6sP N;,SPF aIJN2, DI Nz o b ae, I TRUSS UNDER VALLEY FRAMING PuransA3teral bracin4-, 24SPFN2. HF N2, OF N2 or better VALLEY RAFTER.OR RIDGE sleePan.+..24width d raftersratait) SPFN3 orb etter I CRIPPLE 2 paralk12x6iPFN3 g: Cripples 4'-0" for 30 psf (TL) and'20 psf (TD) Max. Cripplessnd blorJdnt:. -2x6 SPF a3 orbA"i , Space the.cdppes The each row starting from the valleys or sleepers Truss Below.. Seedesign-5outbem Plot Materpi and working: Inward to the ridge board so that cripple locations are 1 staggered tretween rows: -- v O.C. ITYPI .. .... SECTION CUT PARALLEL TO VALLEY RAFTER m j Uy:( B) RAFTER 7_11 11 m RIDGE 7 - BOARD COLLAR BEAM, EVERY THIRD. W61 PAIR OF RAFTERS VALLE ROOF PLAN Conriectian Requirement Notes 1. Zi6 rafters to.ldge 4 i6d toe•naits.'. k_SCC CRIPPLE, BRA N 12- 'Attachment canoe made directly 2. Cripple to ridge. 416d toe -nails 3 BLOCKING N07E 3. aio:s or through' plywootlsheathing Cripple: to rafter -416d toe -nails Yi Height RIPPLES by cutting a 2"x6" notch in sheathing 16dtace-nails of Valley 4'-0" MAX SPACING 4'-0-TYPICAL e 4'-0"TYPICAL A'-0_'Y%CAL 4. Raftertosleeperorbiocking 516dtoe-nails a i.,) ReftertO two 2X6 Sleepers 416d toe -,tails S. Sleeper to: truss 4 16d toe -nails Two:2ii6 sleepers to1russ 3 26d toe=nails each sleeper&trussRidge board to roof block4164toe -nails 8 aBEVELRAFTERCUT AS RMD. FOR PITCH. 7, Ridgelboard to.truss- 416d toe-nails POLCMING S. Putlin to(Typ) 316d toe-nails.9. Trussao blocking 416d: toe-nails 10. Truss:tc crlpPie 47t,d4oe-,rails 12. cripple toe -nails TYPICALCOMMONS2x4.Pun o 24" O. : 172" SHEATMIN (des( ned-b others g Y ) IsA'BLOCKiNG12. tY'r lure nbabnaiI ins) ppt l 316d Cri le tO urlin316dtoe -naps Cripple PP P - SPACEP2A- O.C.- ( NOT kEDU1RED IF SLEEPERS USED) . Collar beam to rafter 416d toe -nails. GENERAL NOTES CRIPPLE, BRACING, & BLOCKING NOTES NOTE:. 16d (0.161"x3.5")COMMON NAILS Puriihs'require 2'-0" O.C. in absence of plywood sheathing. .2x4 continuous lateral restraint (CLR):min. is required for cripples W-41 to 10'•0' Long Trusses ,41thout sheathing. applied must be evaluated: accordingly. naied wl2-itid (0.148"W) nails. Or:2xA "T" or scab reinforcement nailed to flat edge Purtins should overlap' sheathing one truss spacing minimum of cripple.wRh 10d 0.128'fx3.D) nails at 6" o.c 'T• or scab must be 80% of cripple langth. Cripples CLR's faces - r scab. "Use In cases,that thisis:impractical, ovadap sheathing a miotmum over lo'-0 longtequre two: or both wt or stress of 6",.and nail upwards through sheathing Into purlin with a graded IumGer,G box or common nails, minimum at 8-ao ( 0:131"x25,"),common wire nails- -Narrow edge of cripple can face ridge or rafter,. Etfecfs:or not pmVld.- ing sheathing"belowa Yaney. set as long as:tho proper number of nails are of must be dythe building designer.. installed into ridge board ThiS drawing to Valleys with the fOnowlo9condtlons. -Install blocking under rafter if sieepers.are not used:. applies - -instal( blocking under cripples if crlppios fan between Spans jdistance between heels); 40'.0" or less lower truss top chords and lateral bracing Is not used. Maximum valley height- 14'. 0" Apply all nailing In accordance to current NOS requirements: r Maximum rlwan roof height: 19aeet Nalls are. common Wire nails unless rioted otherwise. 1 t A5CE 7-05,140 mph,.Endosed, Cat n, UP B,(=1.O, :Kit=1X 1 Or A Maximum of ASCE7-10, 190 mph, Enciosed, Exp D; kzt=1.D t A) B) t•' i amrra. W'Aa A16 F211BV ALL N3M ow Ties aaAtvard s j ,(( @ e'WTAHT FURNISH THISDeAVa4ToALLCOKrWT= U4=11c nC 21LSTN.LOM No. 70861 • 1'C: LL `Z0 30 40 54 I_-- Fc( VALLEY FRAMINGfeue. Trux.es r< gvw...emer. `°"<." °esr1;<thp, rnrwY,d,..rippt, L.xtet erd R.r" `° °` : ; 21,< 41<et wren " r east ataldt,p c .per,."t ser<cr te!e.-,e*wtir tPt <srai r,r.oii<,t p - 7'C DL1.0I 20 7 7 DATE - 10/01 /14 PreGtre Pr w P_ fen+y eirse fvrwn>. tn.tAllerx .ewu pra.Wt Te P<nry arao o Pea, < Wee. net<a ee,. reKe teP Prwra sA<u M . Prr9 lY-aitaCred atr"et5iiol N,r<.W,p toil ••too^ d+oSal Lees17 N1W, fer.perv. enent L tent. tacrer,tyf .rus BC bl. 01 D 0 0 DRWG 1/ACNV1801015 CJ IjjI''ll'' li M b+d' io insentted Per BCSi seeHvu A9 17 7L0, ea <PDLL>ht+ APPer W -1.s to G, r s'aTE. (,3F x a .s AndPd.wdn roer saw< o a on :t a bni a<w4. wx<.. wtN w < ..., 'S • Q' i BC LL 01U U 0 Rrrrr 11 Vc ANfTWO MPANY ties< ny to drner,ps1604 2 r s wldwd plole position& aa o At;kw,. dN. san ofmreapd,<.rt..6ra.p IK snail .ot o< sponss4 far e.,y de.1e • a t `• felon <e sled r tr-ciu In ca,rorwrce Nth AXI;;t.L Per ra"aW. abet' R POT. LD 30 t tj0 47. 61. Y r' tNm.bn t . raeY„ < P t,asus. •• .... <.•- (h• A Beet <e 4ds,dratala eAver Pea< asu,o i1+4 ivelYp al6wtee <mP«nor tIk, * rssbrW 13 te. Tn..,e 1 iy e.e — x w. s e.t a D C R. FAC. for ary sMUCM+ :1r e}» e spore6utY nr ?f±r a+i D<Wr.r' P<r NaviR 1 S<ez . N i l CI r?1691sk renl dr+ r ca loco. Mcstc s For ner"e i,Fornatlen set 1h6. J<b s aer>e'r<L net<a < end thr.< "-Rare t SFAGIi G SEE A301 I N Atra 1Pv .«.ea +awstFw .«. <wyera rL<`<6«' Cracked or Broken Member Repair Detail Load Duration = 0% M—i— fnrrPs may be Increased for Duration of Load This drawing specifies repairs for a truss with broken chord or web member. This design Is valid onlyy far single ply trusses with 2x4 or2x6brokenmembers. No more than one break per chord panel and no more than two breaks per truss are allowed Contact the truss manufacturer for any repairs that do not comply with this detall. B) = Damaged area, 12' max length of damaged section L) = Minimum nailing distance on each side of damaged area (B) S) = Two 2x4 or two 2x6 side members, same size, grade, and sppecles as damaged member. Apply one scab per face, Minlmum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel, Nall Into 2x4 members using two (2) rows at 4' o.c., rows staggered, Nall Into 2x6 members using three (3) rows at 4' o,c., rows staggered. Nall using 10d box or gun nails (0.12810', min) Into each side member. The maximum permitted lumber grade for use with thisdetailIslimitedtoVisualgrade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. s. L L 4' o,c iTypicai ~ o + O + O + O O + O + O + 0 + i 2' F - Stagger Back Face loci Box (0,128' x 3', min) Nails, O = Front Face 2x6 Member - TDrI blee Roww Stagg ere Nail Spacing Detail AN ITW COMPANY 18889 LaKaftW Draw Earth CRY, MO 03045 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# 141511 Web or Chord 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 15B5# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36, 2470# 2530# 2930# 3210# 2x6 3535# 3635# 4295# 4745# 2x4 42" 2975*1 3045# 3505# 3835# WWeb62x6 4395# 4500# 5225# 5725# 2x4 48• 3460# 3540# 40704 4445# 2x6 5165# 5280# 6095# 6660# VARMN(a.. READ AND FOLLOW ALL NOTES 6l TNIS MAVINOWORTANT- FLRN]SN THIS DRAVDIG TD ALL CONTRACTORS INCLUDING 7W INSTALLERS. asses IR-A'e tame c re h F.brieatMD, h—Airg, shlppM. Instollhp and br'oektp Refer to end tM Istest edltlan of )CDI OWWfp Corpor.nt Safety .ln r tkd, by TPI d SDCA) f.r frtylkeePrbrtoDerivnMOtMi. funcitons. l-t.U.rs Mil `avert tenPor'eryy breeMo per ]CS1. noted ptheret.s, too eh ' shot' Mve properly attochetl trucbrsl SMatMV and bettors oho r have properly aitocNed r11d c ap•q,p. Locatbns Ahern for permanent 'sterol t.tr t of obiMvebrachphstall.d per B l sectlarrs )O. )7 310, ow applicable, Apply pletrs to .adl face s nd ppoosltbn es .horm above end on She Jolni D,%,Ls, -Mess -led otherrlsr, 1p draw M IdOA-Z fx staMord plate pasitlora. IM, dIA.lon of ITV )WdhY Con --ts Gr Inc, sMR net be .pen.lble f., Y tlevhtwn fr n zcnh°'a a A. UKa tM truss h c a'monce with ANSI/TPI 1, or for r-1A 0,-NPPMO, ee''on ihb draaMp ar aaver paps R W' this d—kr". rdcates occ.pbnn of mop—t Mq nepnuiWFty splslY Ter tM des'gn — TM nitablltY nd use of two 4ashp anY . Is ilfR rr+pO 11"lly of SM B'ItdMO Dds4ner Pw' ANSLTPI 1 Sac2, fen nm..1 ..tbn se. thl. .. p.—.l not.. pope and thole .eb slteei ___ Mnlnun L Distance MlNnun B— L Dl.torce SPACING 24,0' REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 A a fi OMMENDED. SHORING DETAIL Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (80ALPINEalpneitw.com755-6001 C11P,, Site Information: ustomer Carpenter Contractors of America Job Number.' N333522 Wescription: VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 1dress: City, State, Zip: Name, Address and License # of Structural FOR if one exists for the building: Name. License #. Address: City, State, Zip: State: Job Engineering Criteria: sign Code: FBC 6th Edition (2017) View Version: 17.02.01.1115.21 JRef #: 1 W a389750080 ind Standard. ASCE7_10 Wind Speed (mph): 150 Roof Load (psi): 20.00-10.00- 0.00- Floor Load (psi): 40.00-10.00- 0.00 5.00 5.00 This package contains a job notes page, 61 truss drawings and 9 details Item Seal # Truss 1 103.18.1244.55049, Al 3 103.18.1244.65362 A3 5 103.18.1244.55299 A5G 7 103.18.1244.55626 G 1 9 103.18.1244.55189 G3 11 103.18.1244.54972 FG 1 13 103.18.1244.54956 D1 15 103.18.1244.54986 D3G 17 103.18.1244.54769 L2G 19 103.18.1244.55533 V3 21 103.18.1244.55454 V1 23 103.18.1244.55705. MV2 25 103.18.1244.55611 EJ7 27 103.18.1244.55112 EJ7A 29 103.18.1244.55283 EJ2 31 103.18.1244.55689 CJ5S 33 103.18.1244.55003 CJ3A 35 103.18.1244.55221 CJ1S Florida Certificate of Product Approval #FL1999 Item Seal # Truss 2 103.18.1244.54909. A2 4 103.18.1244.55253 A4 6 103.18.1244.55641 A5GA 8 103.18.1244.54691 G2 10 103.18.1244.55096 G4G 12 ` 103.18.1244.55735 C1G 14 103.18.1244.55766 D2 16 103.18.1244.54988 L1 18 103.18.1244.55425 H 1 G 20 103.18.1244.54861 ' V2 22 ;, 103.18.1244.55268 MG1 24 108.18.1244.55485 MW 26 103.18.1244.55081 EJ74 28 103.18.1244.54815 ERS 30 103.18.1244.55426 CJ5A 32 103.18.1244.55579 CJ3S 34 103.18.1244.55329 - CJ1A This d3cu ment has been et nertrorresi 36 103.18.1244.5fc*1,3 n 5 11it3ital Signatu re_ Printers capias wr h3utan original sionaturemusl i to veritted asinpthe origins electronic version. No. 7061 t s i _- i STATE OF SIONAIL rINMiMkMt 04/l3/2018 Printed 4/13/2018 1 A7:11 PM Cifn InfnrMMfinn• ustomer: Carpenter Contractors of America Job Number. N333522 obDescription: VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Iddress: City, State, Zip: Item Seal # Truss 37 103.18.1244.55550 CJ54 39 103.18.1244.55658 CJ34 41 103.18.1244.54722 CJ14 43 103.18.1244.55549 HJ7A 45 103.18.1244.54784 HJ7S 47 103.18.1244.54723 FT1 49 103.18.1244.54863 FT1 G 51 103.18.1244.54660 FT2 . 53 103.18.1244.55206 FT3 55 103.18.1244.55174 FT4 57 103.18.1244.55159 FT6 59 103.18.1244.54817 FT7GE 61 103.18.1244.55393 FT10G Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Item Seal # Truss 38 103.18.1244.55065 CJ3 40 103.18.1244.55502 CJ1 42 103.18.1244.54644 HJ7 44 103.18.1244.55252 HJ74 46 103.18.1244.54878 HJ2 48 103.18.1244.54629 MA 50 103.18.1244.54692 FT1GE 52 103.18.1244.55720 FT2GE 54 103.18.1244.54908 FT3G 56 103.18.1244.55424 FT5 58 103.18.1244.55128 FT7 60 103.18.1244.55690 FT8G This d ament has been etectrarioftty 1,,,• air3ntnxcrv alik itat ir3nahire. Prntwi copies vathmt an onoinal sionaturemust tie verified asina the oriclinA eiectronic version. gitllifL-i 7GB£1 STATE OF OR slatv r%. 04/13/2018 Florida Certificate of Product Approval #FL1999 Printed 4/13/2018 1:47:11 PM Juinber. N333522 Ply: 1 SEQN: 1585 / T37 COMN Cust R8975, JRef: 1Wa389750080 RIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 8 FROM: PFH DrwNo. 103.18.1244.55049 cuss Label: Al KD / BAF 04/13/201'8 710"14 15' 22 1 2 ' 30 - ' 7'10"14 7,1•,2 7'1 2 - 710"14 5X5 i D i 12 W o5X5 - E6C:;- -5X5 E - p o - W3 § B y= 4X6(B2) - 1116X8 B2 1116X8 - 4X6(B2)," Loading Criteria (psf) Wind Criteria Snow Criteria, (Pg,Pf in PSF) Defl/CSI,Criteria A Maximum Reactions (Ibs) TCLL:, 20.00 Wind Std: ASCE 7-10 Pg: NA ••"CY.NA .`CAT: NAPP Deflection in ioca/dell L/# . Lod R U 1 RW Rh / RL '" / W TCDL 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL) 0.126 H' 999 360 : B 1643 / 704 / 1025/ - / 287 / 4.0 BCLL: abo Enclosure: Closed Lu: NA Cs:, NA VERT(TL) ` 0 438 H 999 240 F 1643 / 704 / 1025/ - / - ; / 4.0' BCDL 10,00', Risk Category: II Snow Duration: NA HORZ(LL): 0.046,H - Wind reactions based on MWFRS EXP: C Des Ld: 47.00" HORZ(TL): 0.103 H B Min Brg Width Req - 1.9 Mean Height: 24.19 ft Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.9' NCBCLL10.00 P I Soffit: TCDL: 5. 0 psf Bearings B & F are a rigid surface. 0.00 Bldg Code FBC 6th:ed 201 Max TC CSC 0.93(i • BCDL5:0-psf' •'- r Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014,; Max BC CSI. 0.798 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0 fi68 Members not listed have forces less than 375# Maximum Top,Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50.ft FT/RT 20(0)/1;0(0) I ChordsTens.Comp. Chords Tens. Comp. GCpi: 0.18 , Plate Type(s)r ' i I Wind Duration: 1.60 , WAVE VIEW'Vet: 17.02 01A.1115.21" B - C 1115 -2701 D - E 1140 -2425 I Lumber C D 1140 2423 E - F 1115 - 2702 j Value Set: 13B (Effective 6/1/2013) , Maximum. Bot Chord Forces Per Ply (Ibs) i Top chord 2x4 SP #2 N - Chords Tens; Comp. Chords Tens. Comp. ' Bot chord 2x4 SP #1 :132 2x6 SP #2 N: Webs 2x4 SP #3 :W2, W3 2x4 SP #2 N: B - 12289 . -852 H F 2291 852' i It Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: 1 - H 1564 -439 , 1 Lumber value set " 13B" uses design values approved 1/30/2013by ALSC _ Maximum Web Forces.Per Ply (Ibs) i Webs Loading: , Tens. Comp. Webs Tens.. Comp. Truss passed check for 20 psf additional bottom C - I 398 - 513 D - H 902 422' " chord live load in areas with 42",high x 24"-wide I,- D 900 - 422 H - E 398 513 , clearance. i Wind btttttvtrsrrraur WindloadsbasedonMWFRSwithadditionalC&C: • irrp member design. ` "4, va' y. i4q • raj S w.g °' ".1 Ei. 0 04/ 13/2018 WARNING`* READ AND FOLLOW "ALL NOTES ON THIS DRAWING!' a j ** IMPORTANT**', FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin , shipping,installing,and bracing.. Refer to and follow the latest'edition of BCSI (Building 3 Component Safety Information, by TPI and SBCA) for saffety practices prior to performing these functions. installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached riggid ceiling Locations shown forermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10 as applicable. Apply pplates to each face. oftrussand position as shown above and on the Joint -Details, unless noted otherwise Defer, to' Idrawings 16OA-Z forstandardplatepositions. i Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any' failure to build the AN my COMPANY truss in conformance with ANSI/TPI 1, or for handlin shippiy, installation and bracing of•trussesA seal on this drawing or cover pa e • • 24001ake Orange Dr. listing this drawing, indicates acceptance of pro) essiona engineering responsibility solely for the design shown. The sui ability Suite 150 i and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI1TPI.1 Sec.2. Orlando FL, 32837 For more informationseethisgeneralnotespageandthesewebsites: ALPINE: www.alpineitw.com: TPI: w Jpinst org' SBCA: www.sbcindustryicom, ICC w .iccsafe:org umber: N333522 Ply: 1 SEQN: 1586 / T36 / HIPS Cust: RR8975 JRef: 1Wa389750080 IOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 2 FROM: RDG DrwNo: 103,18,1244.54909 uss Label:. A2 KM / WHK 04/13/2018 67' 13' 1 T 23'5" 30' 6,7,. 6,5„ 4' i 6,5„ 6,7„ 0 r 6"6 4X10 =5X8 D E 30' 10, 10, 10, 1' 10, 20' 30' Loading, Criteria (psf) " Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh 7 RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.127 1 999 360 B 1618 / 308 / 1030/ - / 254 14.0 BCLL " 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.449 1 999, 240 G 1631 , / 308 / 1030/ - / - .. / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.053 1 - - Wind reactions based on MWFRS EXP: C Des Ld: 47'.00 HORZ TL 0.120 1 B Min Br Width Re 1.9gq Mean Height:23.69 ft NCBCLL: 10.00 Code / Misc Criteria Creep,Factor: 2.0 G Min Brg Width Req = 1.9 TCDL: 4.2"psf Soffit: 0.00 BCDL 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.841 Bearings B,& G are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0,831 Members not listed, have forces less than 375# Spacing: 24:0 " C&C Dist a: 3.00 ftpg Rep Factors Used: Yes Max Web CSI:.0.258 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Teris.Comp. Chords Tens, Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 1T02.01A.1115.21 B - C - 1040 -2703 E - F 971 -2359 C - D 970 - 2330 F - G 1039 - 2732 Lumber Dj- E 874 - 1713 Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bofchord 2x4 SP #1 :132 2x6 SP #2 N: Chords .Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 :W3 2x4 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4SP#3: B - J 2309 -796 I - G 2334 -824 Lumber value set '1313" uses design values J - 1 1727 -518 approved 1/30/2013 by ALSO Maximum Web Forces Per Ply (Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. a) 1X4 #3SRB or better continuous lateral restraint to be'equally spaced. Attach with (2) 8d Box or Gun C - J 302 -465 E - 1 678 -224 nails( 0 113"x2 5" min ) Restraint material to be J - D 648 -254 1 = F 301 -464 supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown: Scab . reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3'''gun nails @ 6"'oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 04/ 13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached, structural sheathing and bottom chord shall have properly attached rigidceiling" Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or 10, as applicable. Apply plates to each face ofptruss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to LPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Buildi mL Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the AN FFW COMPANY truss in conformance with ANSI/l PI 1, or for handlin shipping, installation and bracing of.trussesA seal on this drawing or cover pa a .. 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofpro) essionar engineeringg responsibility solely for the design shown. The s iit9ability Suite 150. and use ofthisdrawingforanystructureistheresponsibilityofthebuildingDesignerper-ANSUTPI 1 Sec.2. or more information see this job's general notes page and these web sites: ALPINE; www.alpmeitw.com; TPI:I www.tpinst.org; SBCA: www.sbcindustry.com, ICC: www. iccsafe.org Orlando FL, 32837 Pumber: N333522 Ply: 1 SEQN: 1587 / T35 / HIPS Cust: R R8975 JRef: 1 Wa389750080 2IOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 2 FROM RDG DrwNo: 103.18.1244.55362 ss Label: A3 KM / WHK 04/13/2018 57- 11' 19' 8' s SS0514 D T2 SS0514 E 24'5" 30' 5'5" 5'7" 6A8(C3) = H0510 = H0510=6X8(83) 30' T 10' 10' 10, 1' 10, 20' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria a Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# LocR / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.124 1 999 360 B 1599 / 437 / 1029/ - / 220 / 4.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.446 1 999 240 G 1621 / 437 / 1029/ - / - / 4.b BCDL 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.056 1 - - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ( TL): 0.129 I - - - B Min Brg Width Req = 1.9 Code I Misc Criteria NCBCLL: 10.00 Mean Height: 23.19 ft TCDL: 4.2 psf Creep Factor: 2.0 G Min Brg Width Req = 1.9 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CS: 0.865 Bearings B & G are a rigid surface. Load. Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.839 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.199 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A.1115.21 B - C 1069 -2660 E - F 972 -2355 C - D 972 -2301 F - G 1068 - 2711 Wind Duration: 1.60 WAVE, HS, 18SS Lumber D - E 933-1913 Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #2 N 32 2x4 SP #1: Bot chord 2x4 SP #1 Webs 2x4 SP #3 :W3 2x4 SP #2 IN Lt Wedge 2x4 SP #3::Rt Wedge 2x4 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) Sd Box or Gun nails( 0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.128x3" gun nails@ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 04/ 13/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 2273 - 829 1 - G 2318 - 856 J- 1' 1952 -635 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - D 502 -134 E - 1 503 -123 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinqq and bottom chord shall have a properly attached rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin -Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANMCOMPAW truss inconformancewithANSI/l PI 1, or for hand) 4 shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2a00 Lake Orange Dr. listing thisdrawing, indicates acceptance of ro0.esstonag engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE' www.alpineitw.com: TPI: www.tpinst.orq: SBCA: www.sbcindustrv.com; ICC: www.iccsafe.oro Orlando FL, 32837 umber: N333522 Ply: 1 SEQN: 1588 / T34 / HIPS Cust:.RR8975 JRef: 1Wa389750080 IOUS ,9A6/9A7.,258SE/258MA/258TA ,RA01 Oty' 2 FROM: RDG DrwNo: 103.18.1244.55253 uss Label: A4' KM / WHK 04/13/2018 i' 9' 15' 21' 24'1" 30, 5.111, 3'1" 6' 6' 3'1" 511 4X6 =4X4 =4X6 D E F 12 \24 2G6C 0 B vt H A Is1s 4X6(132) =5X8 =5X8 4X6(B2) 30' 1' 10, 10, 10, 1 10' 20' 30' Loading Criteria'(pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00. Wind Std: ASCE 7-10 Pg: NA Ct..' NA CAT: NA PP Deflection in loc L/defl L/# Loc 'R / U / Rw / Rh / RL / W , TCDL: 17.00 Speed: 150 mph, Pf: NA Ce: NA VERT(LL): 0.124 E 999 - 360 B 1548 / 440 - / 1022/ - / 187 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.475 E 999 240 H 1548 / 440 / 1022/ - / - / 4.0 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.048 J - - Wind reactions based on MWFRS EXP: C HORZ TL 0.117- JDesLd47.00 ( ) B Min Br Width Re 1.8gq = Mean Height: 22.69 ft Code / Misc Criteria CreepFactor: 2.0NCBCLL: 10.00 H Min Brg Width Req = 1.8 TCDL: 4.2 psf Soffit: 0.00 Bldg Code: FBC 6th.ed`201 Max TC CSC 0.782BCDL5.0 psf. Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.806 Members not listed have forces less than=375# Spacin : 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI 0.340g Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02. 01 A. 1115.21 B - C 1080 -2524 ' E - F 989 _ -2053 Lumber C -D 997 -2199 F-G 997 -2199 D - E 990 - 2053 G - H 1079 - 2524 Value Set: UB (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp: Webs 2x4 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: B - K 2147 -832 J - H 2147 - 860 Lumber value set "1313" uses design values K - J 2322 - 872 approved 1/30/2013 by ALSC „ Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C member design. D - K 626 -251 J - F 626 -251 grrriri$rilki[r d1 s x 0. Q M 5 COAT y 4is+ 13x ii Ar a 04/13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilihp Locations shown forpermanent lateral restraint of webs shall have.bracin installed per BCSI sections B3, B7 or' 10, Jolnf-Details,, Refer to asappllcabge. Apply -plates to each face. oftruss and position as shown above and on the unless noted otherwise. drawings 160A- Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc'. shall _not be responsible for any deviation from this drawing,any failure drawing to build the MM COMPANY truss in conformance with ANSI/l PI 1, or for handling,-shippmq, installation and bracing of trussesA seal on this or cover pa e .: 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The sui ability Suite 150 Designer ANSIITPIanduseofthisdrawingforanystructureisfheresponsibilityofthebuildingper1Sec.2. For more information see this job's general notes page and these web sites:' ALPINE' www.alpineitw.com; TPI: w Jpinst.org; SBCA:, www.sbcindustry.com; ICC:' w Jccsafe.org Orlando FL, 32837 umber: N333522 US ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Label: A5G 7' 15, 7' 8' SS0712 C 1'+ 6'10"4 6' 10"4 8'1"12 15, Ply: 1 SEQN: 1589 / T25 / SPEC Cust 103.18.12fl(,4.55299 JRe: 1 Wa389750080 Qty: 1 FROM: PFH Dnv KM 4/13/2018 3D8 T2 30' 23' 8' 8'1"12 23' 1 "l 2 N8X10 E 30' 7' 6'10"4 1' 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA . Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.226 D 999 360 K 3881 / 2033 / - / - / - 4.0BCLL0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.849 D 663 240 F 2897 / 1290 / - / - / - 4.0 BCDL: 10.00 Risk Category: II EXP: C Snow Duration: NA HORZ(LL): 0.039 C - - Wind reactions based on MWFRS Des Ld: 47.00 Mean Height: 22.19 ft HORZ(TL): 0.093 C K Min Brg Widtfi Req = 3.2 NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 2.4 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.928 K & F are asBearings g d surface. rigid Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.571 Spacing: 24.0 " C&C Dist a: 3.00 ft Re P Factors Used: Yes Max Web CSI: 0.655 Members not listed have forces less than 375# Loc. from endwall: not in 144.00 FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, 18SS VIEW Ver: 17.02.01A.1115.21 B - C 3760 -7769 D - E 4104 -9211 Lumber Wind C - D 4107 - 9214 E - F 2436 - 5479 Value Set: 13B (Effective 6/1/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP 2400f-2.OE T2 2x8 SP Maximum Bot Chord Forces Per Ply (Ibs) Additional Notes Chords Tens.Comp. Chords Tens. Comp. P 33 2x4 SP #1: WIND LOAD CASE MODIFIED! B - J 6883 -3260 1 - H 4825 -2129 Bot chord 2x8 SP 2400f-2.OE J - 1 6844 - 3259 H - F 4824 - 2124Webs2x4SP #3 :W2 2x4 SP #2 N: W4 2x4 SP 2400f-2.OE: Lumber value set "l313" 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(O.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 pIf at -1.00 to 78 plf at . 31.00 BC: From 20 plf at 0.00 to 20 plf at 30.00' TC: 562 lb Conc. Load at 7.03 TC: 250 lb Conc. Load at 9.06,11.06,13.06 BC: 574 lb Conc. Load at 7.03 BC: 136 lb Conc. Load at 9.06 11.06 13.06 BC: 1389 lb Conc. Load at 14.27 COA. gIJNA%- %`lorr rual>b 04/13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracingperBCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properlyattachedriggidceilinLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsalledperBCSIsectionsB3,. B7 or 1310 as applicable. App y Oates to each face oftrussand position as shown above and on the Joint -Details, unless noted otherwise. Refer to'ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin$ctComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µW OW- truss inconformancewithANSI1, or for handlingq,, shippingg, installation and bracing of,trussesA seal on this drawing or cover pa e, , 2400 Lake Orange Dr. listing thisdrawing, indicates acceptance of pro-fessionai engineering responsibility solely for the design shown. The suitability g and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI.1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t instor ; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. J - C 945 - 306 D -1 865 - 1208 C - 1 2580 -1117 1 - E 4784 - 2153 I ember: N333522 US ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Label: A5GA Ply: 1 Qty: 1 SEQN: 1590 / T62 / HIPS Cust: RR8975 JRef: 1Wa389750080 FROM: RDG DrwNo: 103.18.1244.55641 KM / WHK 04/13/2018 7' 1 15' 23' 30' 7' 8' 8' 7' 8X8 11106 =8X8 C D T2 E 6 a) a) iX6(C3) W2 6X6(C3 B F ey6 A 1 G 5X5(C3) 1114X4 =H1014 1114X4=5X5(C3) 1'+ 6'10"4 610"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 22.19 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 144.00 GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE :T2 2x6 SP SS: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W4 2x6 SP #2 N: Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "136" uses design values approved 1/30/2013 by ALSC Bracing a) 1X4 #3SRB or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails( 0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. a) or scab reinforcement may be used in lieu of CLR restraint. substitute (1) scab for (1) CLR and (2) scabs for (2) CLR'S where shown. Scab reinforcement to be same size, species, grade, and 80% length of web member. Attach with 0.1280" gun nails @ 6" oc., Wind Wind loads and reactions based on MWFRS. Bearing Block(s) Brg blocks: 0. 1 28"x3" nails brg x-loc #blocks length/blk #nails/blk wall plate 1 0.000, 1 12" 4 Rigid Surface 2 29.667' 1 12" 4 Rigid Surface Brg block to be same size and species as chord. Refer to drawing CNNAILSP1014 for more information. 30' 8T' 12 8'1"12 15' 23'1"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): 0.264 D 999 360 Lu: NA Cs: NA VERT(TL): 0.987 D 569 240 Snow Duration: NA HORZ(LL): 0.069 H - - HORZ( TL): 0.164 H - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.969 TPI Std: 2014 Max BC CSI: 0.869 Rep Factors Used: Yes Max Web CSI: 0.535 FT/ RT:20(0)/10(0) Plate Type(s): WAVE, HS VIEW Ver: 17.02.01A.1 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.00 to 78 plf at 7.00 TC: From 39 plf at 7.00 to 39 plf at 23.00 TC: From 78 plf at 23.00 to 78 plf at 31.00 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 plf at 22.97 BC: From 20 plf at 22.97 to 20 plf at 30.00 TC: 565 lb Conc. Load at 7.03 TC: 254 Ib Conc. Load at 9.06,11.06,13.06,15.00 TC: 250 Ib Conc. Load at 16.94,18,94,20.94 TC: 562 lb Conc. Load at 22.97 BC: 579 lb Conc. Load at 7.03 BC: 137 lb Conc. Load at 9.06,11.06.13.06,15.00 BC: 136 lb Conc. Load at 16.94,18.94,20.94 BC: 574 Ito Conc. Load at 22.97 r L i" a S OAT r UAW 04/ 13/2018 115. 21 6' 10"4 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 3660 /1670 /- /- /- /4.0 F 3652 / 1660 / - / - / - 14.0 Wind reactions based on MWFRS B Min Brg Width Req = - F Min Brg Width Req = - Bearings B,& F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 3192 - 7023 D - E 4029 - 8777 C - D 4029 - 8777 E - F 3170 - 7004 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 6179 - 2790 1 - H 6133 - 2770 J - 1 6151 -2790 H F 6161 -2770 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J- C 695 0 1- E 2896 -1378 C- I 2877 -1356 E- H 678 0 D - 1 1058 -1584 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, asapplicab-e. Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin4 Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the a mvmrwaA+v truss inconformancewithANSI/TPI 1, or for handling' shlppinq, Installation and bracing of,trussesA seal on this drawing or cover pa a .. 2400 Lake Orange Dr. listing thisdrawing, indicates acceptance of pro-fesslonaf engineering responsibility solely for the design shown. The su,Pa iIity g and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustrv.com: ICC: wwwkcsafe.oro Orlando FL, 32837 ember: N333522 US ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Label: G1 5'7"4 5'7"4 M COiN 198" 60"12 Ply: 1 Qty: 4 i 4X8D SEQN: 1591 / T18 / COMN Cusl: R R8975 JRef: 1 Wa389750080 FROM: RDG DrwNo: 103.18.1244.55626 KM / WHK 04/13/2018 15'8"12 -!.. 21'4" 5'0"12 57'4 21'4" T1"12 4"4 - 13'1 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl. L/# Loc R / U / Rw /'Rh / RL / W g 1126 / 323 / 775 / - ' / 201 / 8.0 TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL)' 0.049 H 999• 360 BCLL: 0.00 . Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.188 H 999 240 F 1043 / 291 / 631 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.020 G - Wind reactions based on MWFRS Des Ld: 47.00 EXP: CMean HORZ(TL): 0.048 G - - B Min Brg Width Req = 1.6 Code / Misc Criteria NCBCLL: 10.00 Height: 15.00 ft TCDL: 4.2 psf Creep Factor: 2.0 F Min•Brg Width Req = 1.5 Soffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.387 Bearings B & F are a rigid surface. ggLoad Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.680 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.210 Members not listed have forces less than 375# Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0): Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate'Type(s): Chords Tens.Comp. Chords Tens. Corr VIEW Ver: 1T02.01A.1115.21 WindDuration: 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 "136" uses design values approved 1/30/2013 by Al -SC Wind Wind loads, based on MWFRS with additional C&C member design. B - C 612 - 1770 D - E 637 - 1562 C - D 609 -1552 E - F 639 - 1781 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1510 - 483 G - F 1522 - 485 H - G 1025 - 257 NOW - it 4'0f. z ya•ama+ar ra, ri O •+ / i fs A C3, t K7 1 a i a + O + t74D 1 nAlA1 BVr 04/ 13/2018 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 218 377, D - G 550 213 H - D 535 - 205 G - E 220 - 384 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO.ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow. the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. • Installers shall provide temporary bracing per BCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathinq and'bottom chord shall have a pro erly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to LPI N C G drawings 160A- Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the AN PV COMPANY truss in conformance with ANSI/TPI PI 1, or for handling, shipping; installation and bracing of.trussesA seal on this drawing or cover pa e, , 2400 Lake Orange Dr. listing thisdrawinggindicatesacceptanceofproesslonaengineeringresponsibilitysolelyforthedesignshown. The sue ability Suite Lake and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSIITPI 1 Sec.2.150 For more information see this iob's General notes pane and these web sites: ALPINE: www.aloineitw.com: TPI: www.tpinst.oro: SBCA: www.sbcindustrv.com: ICC: www.iccsafe.oro Orlando FL, 32837 rmber: N333522 US ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Label: G2 57'4 5'7"4 1 -I 744 T 7'4"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set '1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Ply: 1 Qty: 1 10'6" 5'0"12 4X8D 21'4" SEQN: 1592 / T16 / COI FROM: RDG 15'8"12 5'0"12 21'4" 5'7"4 Cust: R R8975 JRef: 1 Wa389750080 DrwNo: 103.18,1244,54691 KM / WHK 04/13/2018 67'8 TWA T 13'11"12 21'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria a Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 1123 / 322 / 774 / - / 214 / 8.0Pf: NA Ce: NA VERT(LL): 0.049 H 999 360 Lu: NA Cs: NA VERT(TL): 0.188 H 999 240 F 1123 / 322 / 774 / - /- / 8.0 Snow Duration: NA HORZ(LL): 0.020 H - - Wind reactions based on MWFRS HORZ(TL): 0.048 H . - Creep Factor: 2.0 B Min Brg Width Req = 1.6 F Min Brg Width Req = 1.6Code / Misc Criteria Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.370 Bearings B & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.670 Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.205 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens, Comp. VIEW Ver: 17.02.01A.1115.21 B - C 602 -1765 D - E 603 - 1548 WAVE C - D 603 -1547 E - F 602 - 1766 a i yf 0U 1 a a r SAT pNNALnrraiwa0°s 8a yy COA 04/13/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 1506 - 426 H - F 1506 - 452 1- H 1020 -225 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 1 217 - 376 D - H 537 - 207 1 - D 536 - 207 H - E 217 - 376 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing, and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinpinstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face oftrussand position as shown above and on the JoiniDetails, unless noted othe wise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN W:oMPANv truss In conformance with ANSI I PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e.. 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro esslona, engineering responsibility solely for the design shown. The sui ability Suite 150 and useofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this iob's aeneral notes oaae and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.ora: SBCA: www.sbcindustrv.com: ICC: www.iccsafe.ora Orlando FL, 32837 ember: N333522 Ply: 1 SEQN: 1651 / T15 / HIPS Cust RR8975 JRef: 1Wa389750080 US ,9A6/9A7 ,258SE/258MA]258TA ,RAO1 Qty: 1 FROM: RDG DnwNo: 103.18.1244,55189 Label: G3 KM / WHK 04/13/2018 Loading Criteria (psf) TC L L: 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 " 9 9' 9T'12 91'12. Wind Criteria Wind Std: ASCE.7-10 Speed:150 mph Enclosure: Closed Risk Category: II EXP:C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 2400f-2.OE :T2 2x4 SP #2 N: Bot chord 2x4 SP #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. 1 Z4" 3'4" C 8 T2 _ 5XD5 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed 201 TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 21'4" 2'10" 11'11"12 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.029 'G 999 360 VERT(TL): 0.110 G 999 240 HORZ(LL): 0,018 H - - HORZ(TL): 0.042 H Creep Factor: 2.0 Max TC.CSI: 0,776, Max BC CSI: 0.886 Max Web CSI: 0.105 VIEW Ver: 17.02. 01 A. 1115.21 708 1 S 1 ® ` B yj, A. COA 04/13/2018 21'4" 9' 9.4"4 21'4" A Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1123 / 323 / 773 / / 186 / 8.0 E 1123 /323 /773 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 E Min Brg Width Req = 1.6 Bearings B & E are a rigid surface. Bearings B & E require a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp: Chords Tens. Comp B - C 569 - 1547 D - E 568 -1542 C - D 603 -1263 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1257 - 351 G - E 1253 - 376 H - G 1261 - 352 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedrictidceilinLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or B10, as applicable. App y plates to each face oftruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildinccl Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the u wcoMenNrtrussinconformancewithANSIPI1, or for handlingq shippinqq, installation and bracing of,trussesA seal on this drawing or cover pacqe , . 2400 Lake Orange Dr. listing this drawing indicates acceptance of ppro7esslonar engineering responsibility solely for the design shown: The suifablltty 9 and use of this drawing for any structure is (he responsibility of the Building Designer per ANSI/TPl 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.toinst.ora: SBCA: www.sbcindustrv.com: ICC: www.iccsafe.one Orlando FL, 32837 umber: N333522 Ply: 1 SEQN: 1594 / T69 / HIPS Cust R R8975 JRef: 1 Wa389750080 IOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM: PFH DnwNo: 103.18.1244.55096 s Label: G4G KM / WHK 04/13/2018 7' 14'4" 214" 7' T 7,4„ 7' 6X6 ; 6X6 C T2 D 4X8(B3) 1114X4 =bXb 1114X4 =4X8(B3) 1, 6'10"4 610"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL 17.00 Speed: 150 mph BCLL:' 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des l d: 47.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x6 SP SS: Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. 21' 4" 3' 9"12 39"12 6'10'4 1' 10' 14'5"12 21'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W B 2134 / 617 / - / - / - / 8.0 Pf: NA Ce: NA VERT(LL): 0.094 H 999 360 Lu: NA Cs: NA VERT(TL): 0.365 H 999 240 E 2134 / 617 / - / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.042 G - - Wind reactions based on MWFRS HORZ( TL): 0.101 G Creep Factor: 2.0 B Min Brg Width Req = 2.5 E Min Brg Width Req = 2.5 CodeIMiscCriteriaBldg Code: FBC 6th.ed 201 Max TC CSI: 0.643 Bearings B & E are a rigid surface. TPI Std: 2014 Max BC CSI: 0.685 Bearings B & E require a seat plate. Rep Factors Used: No Max Web CSI: 0.265 Members not listed have forces less than 375# FT/ RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.01A.1115.21 B - C 1127 - 3930 D - E 1127 - 3930 WAVE C - D 935 - 3524 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - 1 3427 - 964 H - G 3398 - 961 1 - H 3398 - 961 G - E 3427 - 964 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I - C 696 - 74 D - G 696 - 74 l fri t 1 s•®•+ r err 1 8 1 M f iw S AT 0 coo, #' t 04/ 13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uses require extreme care in fabricating, handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building mponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary Icing per BCSI.: Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly, achedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, applicabge. Apply Oates to each face oftrussand position as shown above and on.the Joint Details, unless noted otherwise. Refer to wings 16OA- Z for standard plate positions. line, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ss In conformance with ANSI TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page rng this drawingQ indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability d useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. more information see this iob's aeneral notes Daae and these web sites: ALPINE: www.aloineitw.com: TPI: www.tpinst.orq; SBCA: www.sbcindustry.com; ICC: www.iccsaf ALPINE MI M COWMY 2400 Lake Orange Dr. Suite 150 rg Orlando FL, 32837 umber: N333522 Ply: 2 SEW 1595 / T70 / FLAT CusC R R8975 JRef: 1 Wa389750080 US ,9A6/9A7 ,258SE/258MA/258TA RA01 Qty: 1 FROM: RDG DrwNo: 103.18.1244,54972 Label: FG1 KM / WHK 04/13/2018 5 2 Complete Trusses Required 2'3"15 1'10"15 20,10"1 5„ 4'4" 14 6'6" 5 8'6"12 10'4"5 12T 1gT + + 14'5"14 16'6" 1 18'6" 1 20'5"1 5 H 2'0"15i 2'1"7 2'0"7 1'91, 1,9"9 r 2'4"1 2'0"2 2' 1111" T 4X10 5X10 =4X8 T1 = 6X12 =8X8 =4X10 =4X12 =6X6 = 6X6 - 5X10 A B C D E F G H I T3 J K 7 9- Ed BL1 U T S R Q P B2 O N M W20 1114X6 I =471b =8X10=rsn14( ) =4AU IIIZA4 =8Ab 1114X6 1 r 71 T'9 i12'6"9 2'0"7 2'07 1'11"15 111"15 2'3"9 279 1'11''1 2'0"2 2'0"8 2'3"8 2'0" 7 1 4'0"14 60" 13 1 8'0" 12 10'4" 5 1 12'6"14 1 14'5"14 16'6"1 18'6"9 20'10" 1 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W V 2251 / 45 / - / 0 / - / 5.7TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.178 O 844 360 BCLL: 0.00 Enclosure: NA Lu: NA . Cs: NA VERT(TL): 0.312 O 614 240 R 11451 / - / - / 1 / - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.013 G - L 4469 /- /- /- / 3.0 Des Ld: 55.00 EXP: NA HORZ TL 0.018 G V Min Br Width Re 1.5gq Code I Misc CriteriaNCBCLL: 0.00 Mean Height: NA ft Creep Factor: 2.0 R Min Brg Width Reg = - Soffit: 2.00 TCDL: NA psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.773 L Min Brg Width Reg = 1.9 Load Duration: 1.00 BCDL: NA psf MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.904 Bearings V, R, & L are a rigid surface. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.608 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) I: NA GCpi: NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.01A.1115.21WindDuration: NA WAVE Value Set: 13B (Effective 6/1/2013) Brg blocks:0.128"x3" nails D - E 5495 0 1 - J 0 -4542 Top chord 2x6 SP SS :T1 2x6 SP 2400f-2.0E: brg x-loc #blocks length/blk #nails/blk wall plate E - F 520 -22 J - K 0 -4550 73 2x4 SP 2400f-2.OE' 2 8.124' 1 14" 18 Rigid Surface F - G 520 -22 Bot chord 2x6 SP SS :B2 2x6 SP 2400f-2.OE. Brg block to be same size and species as chord. Webs 2x4 SP #3 :W6, WT W8, W12, W20 2x4 SP #2 N: Refer to drawing CNNAILSP1014 for more information. W9 2x6 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) WM W19 2x4 SP 2400f-2.OE: Additional Notes Chords Tens.Comp. Chords Tens. Comp. Lumber value set " 136" uses design values Truss must be installed as shown with top chord up. U - T 760 - 81 P - O 5186 0 approved 1/30/2013 by ALSC S - R 66 - 2221 O - N 5186 0 R- Q 0- 8001 N- M 4542 0 Nailnote Q - P 3041 0 Nail Schedule:0.128"x3" nails Top Chord: 1 Row @ 2.75" o.c. Maximum Web Forces Per Ply (Ibs) Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c.µltetetrttreftartrl Piy Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails n each row to avoid splitting.Q* e w A A - V 20 -716 F - Q 0 -689 A - U U - B 597 -74 49 -748 Q - G G - P 0 -3980 . 1010 0 Plating Notes g0 + ;! B - T 47 - 621 P - H 0 - 2069 All plates are 4X4 except as noted.` s C-S 0 -2282 H -N 72 -714 1 plate(s) require special positioning. Refer to S - D 1161 0 I - N 0 545 scaled plate plot details for special positioning Q. D - R 0 - 3780 J - M 0 - 1163 requirements. e R- E 0- 3463 M- K 4890 0 Loading a ' E- Q 3925 0 K- L 0- 2346 Girder supports: 30-0-0 span to TC one face and a S 0 2-0-0 span to TC/BC split opposite face. Purlins The TC of this truss shall be braced with attached rip}} t spans at 24" oc in lieu of structural sheathing. COAr#8 iiL ytk41yttttft 04/13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face. ofptruss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page . . listing this drawing, indicates acceptance of pro esslona engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's oeneral notes oaae and these web sites: ALPINE: www.aloineitw.com: TPI: www.tpinst.orq: SBCA: www.sbcindustry.com; ICC: w Jccsa AN ALPINE f compA 2400 Lake Orange Dr. Suite 150 fe_ org Orlando FL, 32837 umber: N333522 F--:1soLabel: US 9A6/9A7,258SE/258MA/258TA,RA01 C1G 1'10"8_ 1'10" 8 12 6 :8M12 C 0 in1 V s6 / Ply: 1 Qty: 1 6'4" 9' 10"4 4'5"8 3'6"4 1112X4 D SEQN: 1596 / T14 / HIPS Cust: RR8975 JRef: 1Wa389750080 FROM: PFH DrwNo: 103.18.1244,55735 KM / WHK 04/13/2018 4X4 T2 E 14'5"8 164" 47 4 1' 10"8 8X12 F III LAv =6A IU =11 IU I4 IIIZA4 16'4" 1 r 2'0"4 4'3"12 3'8" 4'3"12 1 2VA 2'0"4 64' 10, 14'3"12 1164" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.230 D 837 360 B 2095 / 986 / - / - / - / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.863 D 352 240 G 2106 / 862 / - / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.032 C - - Wind reactions based on MWFRS Des Ld: 47.00 EXP:C HORZ(TL): 0.076 C - - B Min Brg Width Req = 2.5 Code / Misc CriteriaNCBCLL: 10.00 Mean Height: 20.91 ft TCDL: psf Creep Factor: 2.0 G Min Brg Width Req = 2.5 Soffit: 0.00 2 BCDL: 5psf Bldg Cade: FBC 6th.ed 201 Max TC CSI: 0.797 Bearings B & G are a rigid 9gdsurface. earn.0 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.919 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes pMax Web CSI: 0.365 Maximum Top Chord Forces Per Ply (Ibs)' Loc. from endwall: not in 144.00 FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): i VIEW Ver: 17.02.01A.1115.21 B - C 1506 -3622 E.- F 3224 -7916 WindDuration: 1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N 72 2x4 SP 2400f-2.OE: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W6 2x4 SP 2400f-2.OE: Lumber value set '13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at -1.00 to 78 plf at 16.33 BC: From 20 plf at 0.00 to 20 plf at 16.33 TC: 66 lb Conc. Load at 1.91,14.44 TC: 47 lb Conc. Load at 3.94, 5.94, 7.94, 8.40 10. 40,12.40 BC: 51 lb Conc. Load at 1.09 BC: 37 lb Conc. Load at 1.91,14.44 BC: 148 lb Conc. Load at 3.09 BC: 33 lb Conc. Load at 3.94, 5.94, 7.94, 8.40 10. 40,12.40 BC: 246 lb Conc. Load at 5.09 BC: 347 lb Conc. Load at 7.06, 9.06,11.06,13.06 Wind Wind loads and reactions based on MWFRS. Additional Notes WIND LOAD CASE MODIFIED! 40 itt « o a q g o c COA'% NAIL 04/ 13/2018 C - D 3135 - 7698 F - G 1593 - 3893 D - E 3135 - 7698 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - K 3182 -1311 1 - H 3467 -1411 K - J 3213 - 1302 H - G 3423 -1399 J - 1 8001 - 3272 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. C - J 4616 -1895 1 - F 4588 -1870 D - J 349 - 380 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iw wcoMvnNr truss in conformance with ANSIFI PI 1, or for handling shipping, installation and bracing of,trussesA seal on this drawing or cover pa a .. 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofpro) esslonaQ engineering responsibility solely for the design shown. The suMablllty and use of this r7rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.ora: SBCA' www.sbcindustrv.com: ICC: www.iccsafe.oro Orlando FL, 32837 I Job Number: N333522 Ply: 1 SEQN: 1597 / T48 / COMN Cust: RR8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 3 FROM: RDG DrwNo; 103.18.1244.54956 Truss Label: D1 KM '7 WHK 04/13/2018 T10” 15'8" T 10" T 10" i H0510 C ro v D E 4X4(B1) 1112X4 15'8" T10" 1 - 7-10" T t 0„ 15.8,. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std:' ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defy L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA` Ce: NA VERT(LL): 0.010 E 999 360 B 849 / 240 / 579 / - / 153 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 E, 999 240 D 765 / 210 / 494 / - / - / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.010 E - - Wind reactions based on MWFRS Des Ld: 47.00 EXP: C HORZ(TL): 0.020E - - B Min Brg Width Req = 1.6 NCBCLL: 10.00 Mean Height: 22.40 ft 4.2 psf Code l Misc Criteria Creep Factor: 2.0 D Min Brg Width Req = '- Soffit: TCDL: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.878 Bearing B is a rigid surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.736 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 It, Rep Factors Used: Yes Max Web CS 1: 0.134 Maximum Top Chord Forces, Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. ChordsTens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.01A.1115.21 B - C 448 -1063 C - D 464 - 1061 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N B - E 838 -294 E - D 838 -294 Webs 2x4 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. tom'.• •`' f, s a sCOA` AL ps v9t µe8+ 04/ 13/2018 WARNING** READ AND FOLLOW ALL. NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing BCSI. have per Unlessnotedotherwise,top chord shall have properly attached structural sheathinqq and bottom chord shall a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI I Pl 1, or for handling shipping, Installation and bracing of,trussesA seal on this drawing or cover page .. listing this drawing indicates acceptance of pro esslona, engineering responsibility solely for the design shown. The sui ability for Designer ANSIITPI 1 Sec.2.150 Mmy coM? nNv 2400 Lake Orange Dr. Suite Lake and use of this drawing any structure is the responsibility of the Building per For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.or ; SBCA: www.sbcindustr .corn; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Truss Label: D2 WE Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Des Ld: 47.00 Mean Height: 22.40 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0'' C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Ply: 1 SEQN: 1598 / T47 / C Qty: 1 FROM: RDG T10" f 15'8" T10" T10" H0510 C 15'8" Ti 0" 7-10" Ti o" 15'8" Cust: RR8975 JRef: 1Wa389750080 D rw N o: 103.18.1244.55766 KM / WHK 04/13/2018 IE zo v Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA. PP Deflection in loc L/defl L/# Loc R / U J Rw / Rh / RL / W B 849 / 361 / 579 / - / 153 / 4.0Pf: NA Ce: NA VERT(LL): 0.011 E 999 360 Lu: NA Cs: NA VERT(TL): 0.041 E 999 240 D 765 / 315 / 494 / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.010 E - - Wind reactions based on MWFRS HORZ(TL): 0.020 E B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 D Min Brg Width Req = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.878 Bearings B & D are a rigid surface. TPI Std: 2014 Max BC CSI: 0.736 Rep Factors Used: Yes Max Web CSI: 0.134 Members not listed have forces less than 375# FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 17.02.01A.1115.21 B - C 448 -1063 C - D 464 - 1061WAVE, HS cE i 4. r 0Q i y Ev e R i S A r o COAL% -b 04/13/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 838 - 294 E - D 838 - 294 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro[erly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each face_ ofptruss and position as shown above and on the Joinf9Detalls, unless noted otherwise. Defer to ALPINE drawings 16OA-Z for standard, plate positions. Alpine, a division of ITW Buildin4 Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MR COMPAY truss In conformance with ANSIrTPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , . 2400 Lake Orange Dr. listing thisdrawingindicatesacceptanceofpro) esslona. engineering responsibility solely for the design shown. The su,Pablllty Suite 150 and useofthisgnawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSUTPI1Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.org; SBCA: www.sbcindustry.com; ICC: wwwJccsafe.oFg Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN. 1599 / T46 / HIPS Cust: R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM: RDG DrwNo: 103,18.1244.54986 Truss Label: D3G KM / WHK 04/13/2018 Loading Criteria (psf) Wind Criteria ' TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL 10.00 Risk Category: II EXP: C' Des Ld: 47.00 Mean Height: 22.19 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N :T1 2x4 SP #1: Bot chord 2x4 SP 2400f-2.OE Webs 2x4 SP #3 Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. 7' 7' 4X6 iz 4X6 C D 15' 8" 7' 1"12 T1"l2 8'6"4 158" 7' 7' 1"12 15' 8" 1' i co vSnow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.049 G 999 360 B 1445 / 616 / - / - / - 4.0 ILL: NA Cs: NA VERT(TL): 0.189 G 999 240 E 1445 / 617 / - / - / - 4.0 Snow Duration: NA HORZ(LL): 0.018 G - - Wind reactions based on MWFRS HORZ( TL): 0.045 G B • Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 E- Min Brg Width Reg = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.887 Bearings B & E are a rigid surface. TPI Std: 2014 Max BC CSI: 0.392 Rep Factors Used: No Max Web CSI: 0.252 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver 17.02.01A.1115.21 B - C 962 -2271 D - E 962 -2271 ' C - D 792 -1936 rff tli r° A as j SOAT0 COAL a 31 ,',Fi 04/ 13/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp.. Chords Tens. Comp. B - H 1910 - 785 G - E 1911 - 785 H - G 1936 - 792 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - H 660 -194 G - D 645 -186 WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610, as applicab-le. Apply Oates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the .MCOMPANY truss in conformance with ANSI TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofprolessionarengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 and use of thisdrawing, for any structureis fhe responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:. www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1649 / T26 / HIPM Cust: R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7-,258SE/258MA/258TA ,RAO1 Qty: 1 FROM: RDG DrvvNo: 103.18.1244.54988 Truss Label: L1 KM / WHK 04/13/2018 9' 14'0"8 15' 9' 5'0"8 11„ 1 6X8 4X4 ' C T2 D 15' g 1' 9'3"8 410"12 9'3"8 14'2"4 911, 15' Loading "Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria a Maximum' Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17:00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.055 G 999 360 B 772 / 221 / b68 / - / 127 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.205 G 999 240 E 740 / 213, / 451 / - / 8.0 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.022 G. - - Wind reactions based on MWFRS Des Ld: 47.00 EXP:C HORZ(TL): 0.051 G B- Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL 4.2 psf Code / Misc Criteria Creep Factor: 2:0 E Min Br g Width Req =- 1.5 Soffit: 0.00 BCDL:.5.0 psf Bldg Code: FBC 6th.ed 201 MTC CSI: 0.937Max s gBearingB & F are a rigid surface: Bearings Load Duration: 1.25 MWFRS'Parallel Dist: h/2 to h ., TPI Std: 2014 Max BC CSI: 0.899 B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSC 0.393 Members not listed have forces less than 375# Loc: from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi>0.18 Plate Type(s): Chords `Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Lumber B - C 390 -1053 C - D 416 - 886 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord'2x4 SP #1 :T2 2x4 SP #2. N;, Chords Tens.Comp. Bot chord 2x4 SP #2 N Webs 2x4 SP #3 B - G 917 -438 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs). Webs Tens.Comp. Webs Tens. Comp. Wind Wind loads based on MWFRS with additional C&C G - D 1031 -482 D - F 337 -662 . member design. Right end vertical not exposed to wind pressure. XX ffi yr p f;y i ' P M4•+ Pmar 08 w 4 z.. t a C0A1% At rx E1 04/13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in "fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safEly.practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a' propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, i asapplicable. Apply Oates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to I drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure"to build the nNmvcomPnNv trussinconformancewithANSI1, or for handlin shippintq, Installation and bracing of•trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofroesslonaengineeringresponsibilitysolelyforthe -design shown. The sui ability and use of this drawing for any structure is the responsibility of the 8uilding.Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites. ALPINE: w .alpineitw.com; TPI: w tpinst.org.SBCA: www.sbcindustry:com; ICC: w Jccsafe.org Orlando FL, 32837 r Job Number:- N333522 Ply: 1 SEQN: 1601 / T75 / HIPM Cust: R R8975 JRef: 1 Wa389750080 VARIOUS,9A6/9A7 ,258SE/258MA 258TA ,RA01 Qty: 1 FROM: RDG DrwNo:. 103.18.1244.54769 Truss Label: L2G KM / WHK 04/13/2018 7' 10' 8" 14' 15' 11 7, - T8" - 3'4" 1, o = C D 10 1112X4 T2 =4X8E T N T115 15' 1' 7' 1 "12 3'6"4 3'6"4 7' 1 "12 10'81. 14'2" 4, 91111 f l15' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria a Maximum Reactions (Ibs) TCLL: 20.00' Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc :R, / U / Rw / Rh' / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.060 I 999 360 B 1283 / 394 / ) - ` / - / 8.0 BCLL: 0.00 Enclosure: Closed LU: NA Cs i NA VERT(TL):=0.225' 1 999 240 F 1614 / 472 /- / - 7 - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS - Des Ld: 47.00 EXP: C HORZ(TL): 0.038 G B Min Brg Width Req = 1.5 NCBCLL: 0.00 Mean Height: 15.00 ft TCDL psf Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.9 Soffit: 0.00 5. 2 BCDL: 5.0 psf Bldg Code: FBC 6th ed 201 Max TC CSI-; b.730 Bearings B & G are a rigid surface. g g Load Duration: 1.25 . MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.642 Bearings B & G require a seat plate Spacing: 24.0 " C&C Dist a. 3.00 ft Rep Factors Used: No Max Web CSI: 0.855 Members not listed have forces less than 375# Loc. from endwall: NA FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02..01A.1115.21 Lumber B - C 828 - 2.782 D - E 557 - 1901 - C - D 557 -1901 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 #1 Webs 2x4 SP #3We Chords Tens.Comp. Chords Tens. Comp. Lumber value set 1313" uses design values B - I ' 2572 -750 1 - H 2619 -757 approved 1/30/2013 by ALSC, Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. 1 hip supports 7-0-0 jacks with no webs. Left side jacks have.?-0-0 setback with 0-0-0 cant C - I 775 -111 H - E 2245 657 and 1-0-0 overhang. End jacks have 7-0-0 setback 238C'- H 238 855 E - G 483 - 1472 with 0-0-0 cant -and 1-0-0 overhang. Right side jacks D - H 326 -637 have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang Sttitttlif77lfJOdopf r!{ a Wind f% r Wind loads and reactions based on MWFRS. x .. s*s•m•' - Right end vertical not exposed to wind pressure. i781 µ 6 m b R q S gty -. 4b mar:ci+•®'° iH° 1®' co ONAthk. 04/13/2018 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, installingand bracing., Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions_ Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly' attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections' B3, B7 or B10, asapplicable. Apply plates to each face of truss and as shown above and on the Joint -Details, unless noted. otherwise. Refer to positiondrawings 16OA-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildin$Components Group -Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI l PI 1, or for handlin4, shipping, installation and bracing of•trussesA seal on this drawing or cover pa e. listingthisdrawingindicatesANf COMPANY 2400 Lake Orange Dr. 9acceptanceofrogesslonagengineeringresponsibilitysolelyforthedesignshown: The sui>9abthty anduse. of this gnawing for any structure is phe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE; www.alpineitw.com; TPI: w Jpinst.org, SBCA:-www.sbcindust .com; ICC: w ..iccsafe.org Orlando FL, 32837 8975 VARIOUS 9A6/ G , 258SE/258lvA/258TA ,RA01 Qty: 1 FROM: RDG / T23 / NIPM Dr No R 03. 8.12 4.55 /209850080Truss 4i3 7' 7' 4X6 C 10'10"7 3' 10"7 T2 1112X4 D 2X4(A1) 1112X4 1113X6 Loading Criteria (psf) Wind Criteria TOLL: 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: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading 1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. T5"11 3'4"13 T1"12 3'8"11 7'1"12 f 10'10"7 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw '/ Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.020 F 999 360 B 572 / 198 / - / - / - / 8.0 Lu: NA Cs: NA VERT(TL): 0.076 F 999 240 F 995 / 224 / - / - / - / 11.3 Snow Duration: NA HORZ(LL): 0.012 F - - E 611 / 207 / - / - / - / 5.7 HORZ(TL): 0.030 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Reg = 1.5 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.805 F Min Brg Width Reg = 1.5 TPIStd: 2014 Max BC CSI: 0.681 E Min Brg Width Reg = 1.5 Rep Factors Used: No Max Web CSI: 0.181 Bearings B, F, & E are a rigid surface. ' Bearings B & F require 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 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 179 - 449 Wind - 11 `**, r Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure.1/ Ai : o, 7.08 A f rNf T 1 0 I f n J9 • I, as . •• ' V co 3^9 A tr ntnrc t 04/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro erly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginsalledperBCSIsectionsB3, B7 or 910, as applicable. Apply Oates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building_Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/PI 1, or for handlin shlppinq, installation and bracing of.trussesA seal on this drawing or cover patge , . listingforTheAN MCOMPANY 2400 Lake Orange Dr. thisdrawingindicatesacceptanceofpro) esslonarr engineering responsibility solely the design shown. sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 or more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbandustry.com; ICC: www.iccsafe.org Odando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Truss Label: V3 Ply: 1 Qty: 1 SEQN. 1603 / FROM: PFH T53 / VAL Cust: RR8975 JRef: 1Wa389750080 DrwNo: 103,18.1244.55533 KM / WHK 04/13/2018 1' 10"8 6' 1Oil "8 12' 1' 10'.8 4' 1 "8 4' 1 "8 1110,18 1 12 6 4X4 4X4 III 2X4 4X4(D 1) B C D AX4(D1) E 11"4 12' 6' 6' 6' 12' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg; NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL)` 0.001 H 999 360 I* 98, /31 /54 /- /2 /144 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.003 H 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 F - - I Min Big Width Req = - Des Ld: 47.00 EXP: C HORZ TL 0.001 F Bearing A is a rigid surface. g, g NCBCLL: 10.00 Mean Height: 22.39 ft Code / Misc Criteria Creep Factor: 2.0P Soffit- 0.00 TCDL: psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.337 Members not listed have forces less than 375# Load Duration: 1.25 BCDL: 5.0 psf5.0 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSC 0.117 . Maximum Web Forces Per Ply (Ibs) ` Webs Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.074 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) C - G 248 -400 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 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 . fttiltitl/ ral/rtrr 1 4fr y i7 r f p s N r r r r w cco AIL C 1/13/2018 " WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shallprovide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachep rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing insitalled per BCSI sections B3, B7 or 10 as applicable. Apply Oates to each face ofptruss and position as shown above and on the Joint -Details,' unless noted otherwise. Refer to' ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW. BuildincLComponents Group Inc., shall not be responsible for any deviation from this drawiflg,any failure to build the ANm COMPANY truss in conformance with ANSIrfPI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro) essiona -engineering responsibility solely for the design shown. The su,Cability Suite Lake and use of this gnawing for any structure is the, responsibility of the building Designer per ANSIITPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1604 / T44 / VAL Cust: R R8975 JRef:' 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM: PFH DrwNo: 103.18.1244.54861 Truss Label: V2 KM / WHK 04/13/2018 1 10" 8 6' 1 "8 8' 1'10"8 7 4,3,E + 10 12 6 , 4X6 =4X6 A4X4(D1) B C=4X4(D1) D Li Li I G F E 1112X4 1112X4 8' 8' 3 Loading Criteria (psf) Wind Criteria Snow Criteria (eg,Pf in PSF) Defl/CSI Criteria' s Maximum Reactions (lbs), or *=PLF TGLL 20.00 Wind Std: ASCE 7-10 Pg: NA .Ct: NA CAT: NA PP'Deflection in lot L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.001 F 999% 360 G* 97 / 26 / 53 /- 12 / 96.0 BCLL: 0.00 Enclosure' Closed Lu: NA Cs: NA VERT(TL): 0,003 F 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 E - - G Min Brg Width Req = - Des Ld: 47.00 ` EXP:C HORZ(TL): 0.001 E ' - Bearing A is a rigid.surface. NCBCLL: 10'00 Mean Height 23.39 ft TCDL: psf Code I Miac Criteria Creep Factor: 2:0 Soffit: 0.00 5. 2 gGDL: .0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.463 Members not listed have forces less than 375# Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.117 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI! 0.058 Loc. from endwall: not in 9.00 ft 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 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. tttiott3{1xltrxar lrryg 84r WARNING** READ AND FOLLOW ALL IMPORTANT** FURNISH THIS DRAWING TO ALL C sses require extreme care in fabricating, handlin shipping, inst nponent Safety Information; by TPI and SBCA) for safety practice cing er BCSI. Unless noted otherwlse,top chord shall have prop ched rigpid ceilin Locations shown for permanent lateral restrai applicaAle Applgy plates to each face. oftrussand position as sl Alpine, a division of ITW Bull truss in conformance with A listing this drawing, indicat anduseofthisdrawingtFor more information see this job's g i re an, Inc. shall N sb FEi3e s iy, s wait a CID tONA d"o rr r9 04/ 13/2018 - S ON THIS DRAWING! ZACTORS INCLUDING THE INSTALLERS, ind bracing.: Referto arid follow the latest edition of BCSI (Building r to performing these functions. Installers shall provide, temporary tached structural sheathing and bottom chord shall have a properly ebsshallhavebracingginsailedperBCSIsectionsB3, B7 or 10, ibove and on the Joinf Details, unless noted otherwise. Refer to onsible- for any deviation from this <drawing,any failure to build the n and bracing oftrussesA seal on this drawing or cover page . nggresponsibilitysolelyforthedesignshown. The s.,Abthty hbuildingDesignerperANSI/TPI -1Sec.2. alpineitw.com; TPI: www.tpinst.org; SBCA: w .sbcindustry.com; ICC: www.iccsaf ALPINEnW COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1605 / T56 / VAL Cust: RR8975 JRef: 1Wa389750080 VARIOUS ,9A6/9A7 ,258SF/258MA/258TA ,RAO1 Qty: 1 FROM: PFH DrwNo: 103,18.1244.55454 Truss Label: V1 KM / WHK 04/13/2018 Loading Criteria (psf) TC L L: 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 " 110"8 4 _I 110" 8 2'1"8 12 12 6 5. 62 4X4- 4X4(D1) T A 4X4( D1) B C vD Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 24.39 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h 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 . j - 14' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 6th.ed'201 TPI Std: 2014 Rep Factors Used: Yes FT/ RT:20(0)/10(0) Plate Type(s): WAVE 4' 4' Defl/ CSI Criteria PP Deflection in loc L/defl L/# VERT( LL): 0.005 999 360 VERT( TL): 0.017 999 240 HORZ( LL): -0.002 - - HORZ( TL): 0.004 Creep Factor: 2.0 Max TC CSI: 0.097 Max BC CSI: 0.141 Max Web CSI: 0.000 VIEW Ver: 17.02. 01 A. 1115.21 y 4J, i y$ i, Grp, ya,rerpmy ,°r e a 140, 7,08 1 Sr owCID ONAL04/ 13/2018 A Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W D* 97 / 11 / 50 /- / 5 / 48.0 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 DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as appllrRe'. AppYg plates to each face ofptruss and position as shown above and on the Joinf Details, unless noted otherwise: Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincqlComponents Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the .w COMPnw truss in conformance with ANSIFrPI 1, or for hanchu shipping, installation and bracing of,trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawingindicatesacceptanceofroesslonafengineeringresponsibilitysolelyforthedesignshown. The suit-ablllty Suite 150 and use ofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2., For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.org. SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1606 / T41 / MONO Cust R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM: RDG DrwNo: 103.18.1244.55268 Truss Label: MG1 KM / WHK 04/13/2018 41 T 6, 6 7' dXR B 4'10" 2'2' 4'10„ 7 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/C,SI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl- L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.012 'D 999 360 A 1521 / 499 / - / - / - / 4.0 BCLLr 0.00, Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.044 D 999 240 C 1389 / 460- BCDL' 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 D - - Wind reactions based on MWFRS Des Ld: 4T00 EXP:C HORZ(TL): 0.021 D A Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 22.44 ft Code / Misc Criteria Creep Factor: 2.0 C Min Brg Width. Req = - Soffit: 0.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.773 Bearing rigAisarigid'surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0.586 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.783 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 144.00 FT/RT:20(0)/10(0) Chords Tens.Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 A- B 433 -1319 Lumber Value Set. 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Top chord 2x4 SP #1 Bot chord 2x6 SP SS A - D - 1070 -312 Webs 2x4 SP #3 Lumber value set "1313" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC - Webs Tens.Comp. Webs Tens. Comp. Special Loads D - B 2057 - 589 B - C 503 - 1470 Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 78 plf at 0.00 to 78 plf at 7.00 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 765 lb Conc. Load at 1.40, 3.40,- 5.40 Wind ; Wind loads and reactions based on MWFRS. tttfttitllfix±#r'rrir Right end vertical not exposed to wind pressure. x 8 1 s ' CID ONA rr x lat 1 04/13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for _permanent lateral restraint of webs shall have tiracing installed per sections B3, 87 or B10, as applicable. Apply plates to each face ottruss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to; I drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc:; shall not be responsible for any deviation from this drawing,any failure to build the AN my COWANY truss inconformancewithANSIlIPI1, or for handling shipping Installation and bracing of,trussesA seal on this drawing or cover pa e,.. 2400 Lake Orange Dr: listing thisdrawingindicatesacceptanceofproTessronafengineering- responsibility solely for the design shown. ' The sui£abrhty Suite 150 and useofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2 For more information see this job'sgeneral notes page anId these web sites: ALPINE: www.alpineitw.com; TPI: wJpinst.org, SBCA:.www.sbandustr .corn; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1607 / T12 / VAL Cust: R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RA01 Qty: 2 FROM: PFH DrwNo: 103.18.1244.55705 Truss Label: MV2 KM / WHK 04/13/2018 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 47.00 Mean Height: 22.56 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Valley truss connection to truss below shall be designed and furnished by others . 3'6"12 4' 3'6" 12 1 5" 4 1 1112X4n C I N DF E 1113X6 4' 3'6"12 5 3'6"12 4' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.004 E HORZ(TL): 0.009 E Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 6th.ed 201 Max TC CSC 0.198 TPI Std: 2014 Max BC CSI: 0.164 Rep Factors Used: Yes Max Web CSI: 0.083 FT/RT:20(0)/10(0) Plate Type(s): VIEW Ver: 17.02.01A.1115.21WAVE COA fit yig N#AU 04/13/2018 A Maximum Reactions (Ibs), or *=PLF . Loc R /U /Rw /Rh /RL /W F* 97 / 33 / 67 /- / 21 / 48.0 Wind reactions based on MWFRS F Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proLp erly attached rigid telling Locations shown forpermanent lateral restraint of webs shall have braclnqq installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each face. of truss and position as shown above and on the Joini-Details, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Bui ldi ncL Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the a rrwco.po w truss in conformance with ANSIrrPI 1, or for handlin shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawingq indicates acceptance of pro esslonafi engineering responsibility solely for the design shown. The suiTablllty Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinsl.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 F Job Number: N333522 Ply: 1 SEQN: 1608 / T11 / VAL Cust R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 2 FROM: PFH DrwNo: 103.18.1244,55485 Truss Label: MV1 KM / WHK 04/13/2018 12 6 B 11 4 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 L/defl L/# Loc R / U . / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.007 B 999 360 D* 97 / 16 / 60 /- / 12 / 24.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.027 B 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.003 B - D Min Brg Width Req = - Des Ld: 47.00 EXP: C HORZ(TL)' 0.007 B Bearing A is a rigid surface. NCBCLL: 10.00 Mean Height: 23.06 ft TCDL: .psf Code / Misc Criteria Creep Factor: 2.0 Soffit0.00 BCDL 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0:057 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 0.132 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 ft 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 byALSC 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 . r, s g a qillTa 4/ 13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT**, FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to.and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face of truss and as shown above and on the Joint Details, Refer to is position unlessnotedotherwise. drawings 160A- Z for standard plate positions. ALPINE Alpine, adivisionofITWBuildinc Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSI PI 1, or for handling' shipping, installation and bracing of.trussesA seal on this drawing or cover pa e , , listing thisdrawing, indicates acceptance of engineering solely for the design The s.02ability nN nw couanNv 2400 Lake Orange Dr. pro-fesstonafresponsibilityshown., and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbundustr .corn; ICC: www.iccsafe.org Orlando FL, 32837 Job Number:.N333522: Ply: 1 SEQN.1609 / - T22 /EJAC-Cust:RR8975-JRef: 1Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 7 FROM: RDG DrwNo: 103:18.1244.55611 Truss Label: EJ7 KM / WHK'; 04/13/2018 C 12 6 M A D. 2X4(, 1l 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria Maximum Reactions (Ibs) TCLL: 20;00 Wind Std ASCE 7-10 Pg:,NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U'° / Rw / Rh / RL- / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL).'NA B 436 / 94 / 349 7 - / 152 / 8.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 136 / 13 / 106 ; 7 - , / - % 1.5 BCDL: ] 0.00 Risk Category: II' Snow Duration: NA HORZ(LL): 0.017 D. C ' 237. / 113 / 153 / : / - / 1.5 EXP: C p HORZ(TL) "0.040 D Wind reactions based on MWFRSDesLd: 47.00 Mean Height: 15.00 ft MiscNCBCLL: 10.00 Code / Soffit: 0.00 BCDL: 5.0 Criteria Creep Factor: 2;B Min Brg Wldtn',Req 1.5 TCDL: 5.2 sfsf Bldg Code: F0• D Min Brg . BC 6th.ed 201 Max TC CSI: 0.956 Wid th Req Load Duration: 1.25 p TPI Std: 2014" ' Max BC CSC 0 602 C Min Brg Width ReqMWFRSParallelDist: h/2 to h Bearing B is a rigid surface. Spacing: 24.0 °. C&C Dista: 3.00 It Rep Factors Used: Yes_ Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwalli not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Members riot listed.have forces,Jess 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 SIP #2 M Lumber value set"l3B" uses design values approved 1/30/2013 byALSC Wind Wind loads based on MWFRS with additional C&C member design.- Additional Notes Provide (3) 0.131 'x3.0", min, toe -nails at top chord. Provide (2) 0.131"x3.0"," min. toe -nails at bottom chord. o s µ i COA tNAL IVA" 04/13/2018 WARNING""` ` READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT**" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS., . Trusses require extreme care in fabricating, handling shipping, installing. and bracing. Refer to. and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions.: Installers shall provide temporary bracing per BCSI. Unless noted.otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri id ceiling Locations shown for permanent lateral restraint of,webs shall have bracingp installed per BCSI sections. B3, B7 or B10, ' as appllcati e. Apply Oates to each face of truss and position as shown above.and on the JoinCDetails, unless noted otherwise Referto ALPINEdrawings160A-Z for standard plate' positions. Alpine, a division of ITW Buildinc Components Group Inc. shall not be responsible for any deviation from'this drawing,any failure to build the ANR COMPANY truss in conformance with ANSI I PI 1, or forhandlinq, shipping, installation and bracing of.trussesA seal on this drawing or cover page .. 2400 Lake Orange Drlisting.this`drawing indicates acceptance of ro esslona engineering:responsibility solely for the design shown. The su,Tabillty g and use of this drawing for any structure is the responsibility of the Building, Designer per ANSI/TPI 1 Sec:2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www:alpineitw.com; TPI: www.tpinst.org; SBCA www.sbcindustry.com; ]CC. wvvw.iccsafe.org Orlando FL, 32837 - - Job Number: N333522 Ply: 1 SEQN: 1610 / T29 / EJAC Cust: R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 4 FROM: RDG DrwNo: 103.18.1244.55081 Truss Label: EJ74 KM / WHK 04/13/2018 7' Loading Criteria (psf). Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs) TCLL 20.00 Wind Std: -ASCE 7-10 Fig: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R `. / U / Rw / Rh / RL W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA B , 426 / 115 / 329 / - / 101 0 ' BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL):,NA D 134 / 12 / 103 / - 1.5 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.017 D C 228 / 97 / 132 / - / - 1.5 Des Ld: 47.00 EXP:C , HORZ(TL):.0.041 D Wind reactions based on MWFRS NCBCLL 10.00 Mean Height, 15.00 ft TCDL: 4.2 psf Code l Misc Criteria Creep Factor: 2.0 B Min Brg Width Req =. 1.5 Soffit: 0.00 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.898 D - Min'Br Width Re9, q = - Load Duration: 1.25 MWFMWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0.590 C Min Brg Width Req = gearing B isa rigid surface. - Spacing: 24:0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web C$I: 0:000 Bearing B 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 "1313" uses.design values approved 1 /30/2013 by ALSC Wind Wind load's based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0",, min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. ti eplrsa€as ri r,gf{ r m % 1. 0.708 1 s , t A. 04/ 13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin 'shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathln and bottom chord shall have a. propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinInstalledperBCSIsectionsB3, B7 or 910, asapplicable. Apply plates to each face of truss and position as shown above and on the Join Details, -unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc: shall not be responsible forany deviation from this drawing any failure to build the truss in conformance with ANSI l PI 1 or for hand13 shippinq, installation and bracing of.trussesA seal on this drawing or cover pagge .. , listingthisdrawing, indicates acceptance, of ppro essionarr engineering responsibility solely for the design shown. The suii-abllity , anduseofthisdrawingforanystructureisthe7esponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:- www:alpineitw.com; TPI: www.tpfnsforg' SBCA: www.sbcindustry.com; ICC: www.iccsafe.org N w-oMvnev 400 Lake Orange Dr. 9Suite 150 Orlando FL, 32837 Job.Number: N333522 Ply: 1 SEQN: 1647 / -T40 / EJAC Cust R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Qty: 10 FROM: RDG DrwNo: 103.18.1244.55112 Truss Label: EJ7A KM / WHK 04/13/2018 C 12 6 o h V B 6 A D 1 7' 7' Loading Criteria (psf)Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL. 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL:: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA B 432 / 138 / 344 / - / 200 4.0 BCLL: 0:00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 136 . / 14 / 104 / - / - 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 C C 250 / 1,70 / 150 / - 1:5 Des Ld: 47.00 EXP:C HORZ(TL): 0.028 D" - - Wind reactions based on MWFRS Mean Height: 22.19 ft NGBCLL 10:00 TCDL: 4.2 psf Code I Misc Criteria Creep Factor: 2.0 B Min Br g Width Req = 1.5 Soffit: 0.00 BCDL: 5.0 sfp Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.750 D _ Min Br Width Reg q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSC 0.596 C Min Brg Width Req = - Bearing B is a rigid surface. 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 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Wind Duration: 1.60' WAVE VIEW Ver: 17.02. 01 A. 1115.21 Lumber Value Set: 13B (Effective 6/1/2613) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 N Lumber value set"13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at lop chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. g" y} l6 ypQNM4ig a y,» M YYY ! a' Q ! n 1 VW Y w ! 6 w wv 4 4wT ! u 8Q 4 pl100 k8A,l RRYp l+y u}{gg'' COA 04/13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing:Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these. functions. Installers shall' provide, temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10asapplicable. Apply plates to each face of truss and position as shown above and on the Joini9Details, unless noted othe wise. Refer to' drawings 160A-Z for standard plate positions. I Alpine, a division of ITW Building_ Components' Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetrussinconformancewithANSI4PI1, or.for handling; shipping, installation and bracing oftrussesA seal on this drawing or cover page: listing this drawing indicates acceptance of pro) essiona engineering, responsibility solely for the design shown. The su,Abilitygnawing AN,rw-pMMW 2400 Lake Orange Dr. and use of this for.any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150. For more information' see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn TPI: www.t inst.org; SBCA: www.sbcindustry.com, ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1612 / T68 / EJAC Cuse RR8975 JRef: 1Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258IvA/258TA ,RA01 Qty: 5 FROM: RDG DrwNo: 103.18.1244,54815 Truss Label: EJ7S KM / WHK 04/13/2018 6'6 J_ 4X4(B1) 11 FA C B QD 0 v Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria a Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE7-10 Pg: NA. Ct: NA CAT: NA PP. Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA A 347 / 93 / 255 / - / 176 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 137 7 16 / 107 / - L5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.015 B B 254 / 174 / 154 / - / - 1.5, Des Ld: 47.00 EXP:C HORZ(TL): 0.030 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 22.44 ft TCDL: 42 psf Code / Misc Criteria Creep Factor: 2.0 A Min Brg Width Req = - Soffit: 0.00 5.0 psf Bldg Code: FBC 6tn.ed 201 Max TC CS 0.777 C Min Br Width Reg q - - Load Duration: 1.25 MWFMWFRS Parallel Dist: 0 to-h/2 TPI Std: 2014 Max BC CSI: 0:606 B Min Brg Width Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #2 IN Lumber value set '13B" uses design values" approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (3) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 111}#tt#3f3#lFte} !llfj,{ a` 0. Q = d a a, Coa IRONAL 04/13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing, and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyattachedri4idceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910 as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to' ALPINEdrawings16OA-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group, Inc. shall not be responsible for any deviation from this drawing,any failure to build the m truss in conformance with ANSI I PI 1, orfor handhn shipping, installation and bracing of,trussesA seal on this drawing or cover page , ; 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofproengineeringresponsibilitysolelyforthedesignshown. The suif9abthty and use of this drawing for,any structure is tphe responsibility of the Building Designer per ANSUTPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www. sbondustr .corn; ICC: www.iccsafe. org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1613 / T54 / EJAC Cust RR8975 JRef: 1Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 5 FROM: RDG DrwNo: 103.18.1244.55283 Truss Label: EJ2 SN DF 04/13/2018 12 C 6 [::7 - 0 BLO M A D 4X4(B1) 1'10"8 1'10` 8 . Loading Criteria (psfj Wind Criteria Snow Criteria (Pg,Pfin PSF) 'Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00... Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in IoCL/defl L/# Loc R . , 7 U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph . Pf: NA Ce: NA VERT(LL): NA B 200 / 71 / 178 / - / 68 / 4.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 33 / 3 / 27 / - / -` / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 C C 47 / 36 / 20 / h- / 1.5EXP:C Des Ld: 47.00 HORZ(TL): 0.000 C Wind reactions based on MWFRS Mean Height: 20.91 ft WiNCBCLL:.10,00 Code I Misc Criteria Creep Factor: 2.0 B Min Br g' dth"Reg - 175 TCDL 4.2 psf D Min Br Width ReSoffit: 0.00 BCDL 5.0 psf Bldg Code: FBC 6tll.ed 201 Max TC CSI: 0.183 g q Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.031 C Min Brg Width Req = Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing -B is a rigid surface. Loc. from endwall: Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# 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 '1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord_ acslarsttaxatarro ' i 0. p i AT C COA 8 to 51 04/13/2018 WARNING** 'READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS.INCLUDING THE INSTALLERS, Trusses require extreme care,in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary . bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have, bracinginstalled per BCSI sections B3; B7 or B10, as applicabge. Apply plates to each face: oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to ' drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLrComponents Group Inc. shall notberesponsibleforanydeviationfromthisdrawing,any failure to build the AN , MPANv truss in conformance with ANSIPI1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover pa e 2400 Lake Orange Dr. listing this drawing indicates acceptanceof, pro) essiona engineering responsibility solely for the design shown. The sui ability and use of this gnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 150 For moreinformation see this job' s general notes page and these web sites: ALPINE: w .alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbandustry.com; ICC: w .iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1614 / T28 / JACK. Cust: RR8975 JRef: 1Wa389750080 VARIOUS ,9A6l9A7 ,258SE/258MA/258TA ,RA01 Qty: 9 FROM: HMT DrwNo: 103.18.1244.55426 Truss Label CJ5A KM / WHK 04/13/2018 C T 6"6 / 1 411 4 4' 11 "4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF). Defl/CSI Criteria a Maximum Reactions (Ibs) TCLL: 20.00 Wind,Std; ASCE 7-10 Pg: NA Ct: NA, CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL'. W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(Ll.): NA B 334 / 107 / 272 / - / 145 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 96 / 10 / 73 / - / - 1.5 BCDL: 10.00 Risk Category: II Snow Duration` NA HORZ(LL): -0.006 C C 171 / 116 / 102 / - / - 1.5 Des Ld: 47.00 EXP:C HORZ(TC): 0.010 D Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 21.67 ft TCDL: psf Code I Misc Criteria Creep Factor: 2.0 B Min Br g Width Req = 1.5 Soffit: 0.00 5.05.O psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.475 D Min Br Width Reg q = - Load Duration: 1.25 MWFMWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSC 0.298 C Min Brg Width.,Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Wind Duration1.60 WAVE VIEW Vec 17.02. 01 A. 1115.21 Lumber . Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SO #2 N Bot chord 2x4 SP #2 N Lumber value set "13B" uses design values approved 1/30/2013 byALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. 04/13/2018 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, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building, Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracin ins alled per BCSI sections B3, B7 or B10asappllcabe. , App y plates to each face ofptruss and position as shown above and on the Joint - Details, unless noted otherwise. Refer to' ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildin$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the . ANrrW COMPANYtrussinconformancewithANSI1, or for handlinp,.shippinq, installation and bracing of.trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esstona engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: w tpinst.org; SBCA www: sbandustry.com; ICC: w Jccsafe.org Orlando FL,. 32837 Job Number: N333522 Ply: 1 SEQN: 1615, / T45 /JACK CusC R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM: RDG DrwNo: 103.18.1244.55689 Truss Label: CJ5S" KM ! WHK 04/13/2018 B Cl) T VV \ 4X4(B1) C 4' 11 "4 4' 11 "4 Loading Criteria (psf) , Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg' NA Ct: NA CAT: NA PP Deflection in Ioc, L/defl L/# Loc R / U / Rw, / Rh / RL , / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA A 246 / 62 / 180 /`- / 121 Enclosure: ClosedBCLL: 0.00 'Lu; NA Cs: NA VERT(TL): NA G, 97 / 11 / 76 / - / - / t5 BCDL 10.00 Risk Category: lI Snow Duration: NA HORZ(LL): -0.007 B B 177 / 120"108 / - G.- / 1.5 EXP:C Des Ld: " 47.00 HORZ(TL): 0.012 C Wind reactions based on MWFRS Mean Height: 21.92 ft A Min Br Width ReNCBCLL: 10.00 Code I Misc Criteria Creep Factor."2.0 " 9 q TCDL: 4:2 psf , C Min Br Width ReqSoffit: 0.00 BCDL: 5.0 sf Bldg Code: -FBC sth.ed 201 Max TC CSC 0.509 9 p - Load Duration:'1'.25 MWFRS Parallel Dist: 0 to h/2TPI Std 2014 Max BC CSI: 0.308 B Min Brg Width Req = Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc. from endwall: not in 4.50 ft FT/RT 20(0)/10(0) GCpi: 0.1'8 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 "136" uses designvalues approved 1/ 30/2013 by ALSC Wind Wind loads, based on MWFRS_ with additional C&C memb'erdesign. Additional Notes Provide (2) 0.131 "x3.0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. rrrrt , a 70 " m A` COA S- t 04/ 13/2018 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, handlingshipping, installingand bracing. Refer to and follow the latest.edition of SCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to. performing these functions. Installers shall provide temporary bracing per BCSI.- Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached ri id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 as applicabge: App y lates to each face oftrussand position as shown above and on the Join9Details, unless noted othe wise:` Refer to ALPINE drawings 160A-Z forstandardplatepositionsAlpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to buildthe AN wmMFA r truss in conformance withANSI/TPI 1, or for handlinj shipping; installation and bracing of,trussesA seal on this,drawing or cover page, , 2400 Lake Orange Dr..', listing this drawingg indicates,. acceptance of ppro essiona engineering responsibility solely for the design; shown. The suitability and use -of this , drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1. Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn :TPI: www. tpinst.org, SBCA:..www.sbcindustry.com;, ICC: www.ic6safe.org Orlando FL, 32837 - Job Number: N333522 Ply: 1 SEQN: 1616 / T19 / JACKFCustNR R8975 JRef: 1 Wa389750080 VARIOUS 9A6/9A7,258SE/258MA/258TA,RA01 Qty: 1 FROM:RDG o: 103.18.1244.55579 Truss Label: CJ3S WHK 04/13/2018 12 B 6 A N 6" 6 4X4(B1) C 211 "4 fxiM, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria I a Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NAA 148 / 34 / 108 / / 70 1- BCLL: 0.00 Enclosure: Closed Lu: NA Cs:, NA VERT(TL): NA C 57 / 6 / 44 / / / 1.5' BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 B - B 106 / 72 / 64 ./ - / - / 1.5 EXP` C Des Ld: 47.00 Mean Height: 21.42 ft HORZ( TL): 0,003 C Wind reactions based on MWFRS NCBCLL TCDL: 4.2 psf 10. 00 Code'I Misc Criteria Creep Factor A Min Br 2.0 ' 9 Width Re q Soffit: 0:00 gCDL 5.0 sf Bldg Code` FBC 6th.ed 201 Max TC CSC C MinBrWidth Re 0.283 g q = - Load Duration' 1.25 p TPI Std: 2014 Max BC CSC 0.111 B Min Brg Width Req = - MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft - Rep Factors Used: Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc. from endwall: Any FT/,RT:20(0)/10(0) GCpi:0. 18 PlateType(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Lumber value set "1313" uses design values approved 1/ 30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x30", min. toe -nails at top chord. Provide (2) 0.131 'x3.0", min. toe -nails at bottom chord. kT e r' a 0 COAL A., 4 enlolsv 01/ 13/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building . Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicab-le. Apply plates to each face ofptruss and position as shown above and on the Joinf-Details, unless' noted otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Buildinp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANrrWCOMPANY truss in conformance with ANSI/ TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page, , 24)0 Lake Orange Dr. listing this drawing indicates acceptanceofpro) essrona" engineering responsibility solely for the design shown. The suiTability Suite Lake and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2.150 For more information see this job's general notes age and these web sites: ALPINE "www.'alpineitw.com; TPI' w Apinst.org; SBCA: www.sbcindustry.com; ICC: w iccsafe:org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1617 / T27 / JACKFC.wst RR8975 JRef: lWa389750080 VARIOUS 9A6/9A7,2158SE/258MA1258TA,RA01 Qty: 9 FROM: HMT o: 103.18.1244.55003 Truss Label: CJ3A / WHK 04/13/2018 C 12 6 N Cl) B M N 6"6 A D 4X4(B1) 2' 11 "4 1 ' 2' 11 "4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 WindStd: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw . / Rh / RL W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA . B 242 / 81 / 207 / - / 94 4.0 BCLL:. 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 55 / 3 / 42 / - / - 1.5 BCDL: 10.00 Risk Category: ll Snow Duration: NA HORZ(LL) -0.001 C C 94 / 65 / 52 / - / - 1.5 DesLd: 47.00 EXP: C. HORZ(TL): 0.001 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height 21.17 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit: 0.00 BCDL: 5.0 sf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.253 D Min Br Width Re gq - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.096 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing:: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes PMak Web CS 1: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02. 01 A. 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. Additional Notes Provide ( 2) 0.131 'x3.0", min. toe -nails at top chord. Provide ( 2) 0.131"x3.0", min. toe -nails at bottom chord. a ; c. 08x n n a az a . a sa a R1 COA' 8 s ONAto t 1 04/ 13/2018 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, handlingshipping, installing and bracing.Refer to and follow the latest edition ofBCS1 (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri id ceilin Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10,° Details, asapplicable. Apply plates to each face oftruss and position as shown above and on the Joint unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildinTComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and brac'Ing'oftrussesA seal on this drawing or cover patge, ; listing this drawing, indicates acceptance, of proTesslona[ engineering responsibility solely for the design shown. The sui ability AN lrW COMPANY 2400 Lake Orange Dr. and use of this drawing for, any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.. Suite 150 .' For more information see this job's general notes page and these web sites: ALPINE: w .alpineim.com, TPI: www.tpinst,org; SBCA: w ,sbcindustry.com ICC: w .iccsafe.org ' Orlando FL,..32837 Job Number: N333522 Ply: 1 SEQN: 1618 / T52 / JACK Cust- R R8975 JRO: 1 Wa389750080 VARIOUS ,9X6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 13 FROM: HMT DrwNo: 103.18.1244.55329 Truss Label: CAA KM / WHK 04/13/2018 12 6 C B T T V-- C3) A M D 4X4(B1) 11"4 11"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw /-Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA B 182 / 72 / 173 / - / 45 / 4.0 BCLL . 0.00 Enclosure; Closed Lu: NA Cs: NA VERT(TL): NA D 12 / 6 / 13 /,- / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 C C -12 / 27 / 20 / - / - 11.5 EXP:C Des Ld: . 47.00 Mean Height: 20.67 ft HORZ(TL): 0,001 C Wind reactions based on MWFRS NC13CL1-:10.00 TCDL: 4.2psf Code / Misc Criteria Creep Factor:2.0 B Min Brg Width Req = 1.5 Soffit: 0.00 BCDL: 5.0 psf'Min Brg Width Re BldgCode: FBC 6th.ed 201Maxx MTCCSI: 0.183 q = - Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSC 0.020 C Min Brg Width Req = Bearing Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 B is a rigid surface. Loc. from endwall: Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi: 0. 18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver 17.02. 01 A. 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 byALSC Wind Wind loads based on MWFRS with additional C&C member design, Additional Notes Provide (2) 0.131 'x3:0", min. toe -nails at top chord. Provide (2) 0.131 "x3.0", min. toe -nails at bottom chord. ttttcsrttr tscr 0. y yam• COA 04/ 13/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS' INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latesfedition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prlorto'performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed•per BCSI sections B3, B7 or 610 as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to'ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinct Cornponents.Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the MN CCWANY truss inconformancewithANSIPI1., or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing thisdrawing, indicates acceptance of pro) essionaf engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1"Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: w .alpineitw.com; TPI: w Apinstorg: SBCA-www:sbcindustry.com; ICC: w .iccsafe.or Orlando FL, 32837 Job Number: N333522 - Ply: 1 . - SEON: 1619. / T50 / JACK Cust: R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258vlA/258TA ,RA01 Oty: 1 FROM: HMT DrwNo: 103,18,1.244.55221 Truss Label: CAS KM / WHK 04113/2018 12 6 B A 4X4( B1) C 11 "4 11 " 4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00' Wind Std:' ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00, Speed: 150 mph. Pf: NA Ce: NA VERT(LL): NA A 51 / 6 / 36 / - / 21 /'- BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 17 / 2 / 13 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.000 B B 32 / 24 / 20 / - / - / 1.5 EXP:C Des Ld: 47. 00 Mean Height: 20.92 ft HORZ(TL): 0.000 B Wind reactions based on MWFRS NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 A Min Brg Width Reg = - TCDL: 4.2 psf C Min,Br Width Re Soffit: 0.00BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 -Max TC CSC 0.027 g q p B Min Brg Width Reg = - Load Duration: 1.25 MWFRS.Parallel Dist: 0 to h/2 TPI Std:.2014 Max BC CSC 0.007 . Spacing: 24.0 " C&C Dist a: 3.00 ft, Rep Factors Used: Yes Max Web CS 1: 0.000 Members not listed have forces less than 375# Loc. from endwall Any FT/RT:20(0)/10(0) GCpi: 0.18Plate 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 "1313" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131 " x3.0", min. toe -nails at top chord. Provide (2),0.131" x3.0", min. toe -nails at bottom chord. tscaatrrrrtsrrr 1 da` y i co), 081 i o • s` COA 01/ 13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT**. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI.(Building Component Safety Information, by TPI and SBCA) for safety practices prior performing these functions. Installers shall provide temporary bracing pper BCSI. Unless noted otherwise,top chord shall, have properly attached structural sheathing and bottom chord shall have apro erly attached rigid ceiling Locations shownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face ofptruss and position as shown above and on the Joinf-Details, ,unless noted otherwise. Refer to LPINE drawings 160A-Z for standard plate' positions. Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the - n m CO.MNY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation, and bracing of.trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listing this drawing indicates acceptance ofproTessionarengineeringresponsibilitysolelyforthedesignshown. The sui ability and use of this drawing, for any structure is fheresponsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 150 or more information see this job' s general notes page and these web sites ALPINE: www.alpineitw.com TPI: www.tpinst.org; SBCA:' www.sbcindustry.com; ICC:: w Jccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1620 / T32 / JACK Cust: R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 6 FROM: HMT DrwNo: 103.18.1244.55143 Truss Label: CJ5 KM / WHK 04/13/2018 C 12 6 M GV M B M A D 2X4 (A 1) 1 4'11"4 4' 11 "4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA B 338 / 76 / 277 / - / 112 8.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 94 / 8 / 71 / - 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 D C 163 / 78 / 103 / - / - 11.5 Des Ld: 47EXP: C HORZ( TL): 0.013 D Wind reactions based on MWFRS 00Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code I Misc Criteria Creep Factor. 2.0 1.5D BMinBr9WidthRegSoffit: 0.00 BCDL: 5.0 psf Bldg Code: FBC 6th:ed 201 Max TC CSI: 0.422 Min Br Width Re = - gBis LoadDuration: MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.287 C Min Width Reg = . gBearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 IN Bot chord 2x4 SP #2 N Lumber value set '13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 0.131"x3.0", min. toe -nails at top chord. Provide ( 2) 0.131"x3.0", min. toe -nails at bottom chord. 9•* MQ9 N8 )a p 'p'edK q •• p Jr i q s st, COA' 04/ 13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT** FURNISH THIS DRAWING TO.ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation,.by TPI and SBCA) for safety practices prior to performing these functions.. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. oftrussand position as shown above and on the Joint"Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page.. listing this drawing indicates n»m co. PnW 2400 Lake Orange Dr. acceptance of proessionaengineeringresponsibilitysolelyforthedesignshown. The suiTability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see thisjob's general notes page and these web sites: ALPINE: www.alpineitw.com, TPI: www.tpinst.org; SBCA www.sbcindustry.com; ICC: www.iccsafe. org Orlando FL, 32837 Job Number: N333522 ' Ply: 1 SEQN: 1621 / T66 / JACK Cust. R R8975 JRef: 1 Wa389750080 - VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 City: 2 FROM; RDG D.No'. '103-18.1244:55550 Truss Label CJ54 KM / WHK 04/13/2018 12 C 4 B CV 30 q D 2X4(A1) 1 4' 11 „4 4'1,1"4 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria a Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA' CAT: NA PP -Deflection in loc L/defl L/# 'Loc R; U Rw ` / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA . Ce: NA VERT(LL): NA B 330 / 92 / 261 / - / 75 / 8.0 BCLL 6.00 Enclosure: Closed Lu: NA " Cs: NA VERT(TL): NA D 93 / 8 / 70 / - / 1.,5 BCDL 10.00 'Risk Category: II ' Snow Duration: NA HORZ(LL): 0.006 D, ; - C 156 / 66 / 89 / - ' / - /.1.5 EXP:C Des Lc: 47.00 Mean Height: 15.00 ft HORZ(TL): 0.013' D Wind reactions based on MWFRS B Min Br Width Re 1 5NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 9 q - " TCDL: 4.2 psf D Min,Brg Width Req = Soffit; 0.00 BCDL: 5.0 psf 'Bldg Code: FBC 6th.ed 201 Max TC CSI: 0 391. p C 'Min Brg Width Req - ' Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014, Max BC CSC 0.278 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.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 ALSG Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131 "x3.0", min toe -nails at top chord. - Provide (2) 0.131 'x3,0", min. toe -nails at bottom chord. g a+trttcrttt:xr IVA ey i p 0 M •wx a,aas •s® Via. , COA 04/13/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin ;shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ripqld ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3 B7 or B10, as applicable. Apply Oates to each face: of truss and position as, shown above and on the Joinf9Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. I Alpine, a division of ITW BuildinlComponents.Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI l PI 1, or for handling;- shipping; installation and bracing of trussesA seal on this drawing or cover page .. f r g T listingthisdrawing, indicates acceptance of ro essiona engineering- responsibility solely for the design shown. The suitability and use of this djawing for any structure is the responsibility of the euildingDesigner per ANSl/TP1 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:.www.alpineitw.com; TPI. www.f inst.org.SBCA: www.sbcindustr .corn; ICC: w .iccsafe.org aim cowm w 2400 Lake Orange Dr Suite 150 Orlando FL, 32837, Job Number: N333522 - Ply: 1 SEQN' 1622 / T58 / JACK Cust: R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ;258SE/258MA/258TA ,RA01 Qty: 6 FROM: HMT DnwNo: 103.18.1244.55065 Truss Label: CJ3 KM / WHK 04/13/2018 C 12 6 c CID CID B co N 4"3 A D 2X4(A1) 2'11'A 2' 11 "4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc' R / U.- / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA B 248 / 61 / 212) / 74 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 52 / 4 / 41 / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001, D C 87 /A3 / 52 / - / - 11.5 EXP:C Des Ld 47.00 Mean Height: 15.00 ft HORZ(TL): 0.002 D Wind reactions based on MWFRS B Min BrNCBCLL: 10.00 Code 9 Misc Criteria. Creep Factor: 2:0 9 Width Re q 1.5 TCDL: 4.2 psf Soffit: 0.00 . BCDL: 5.0 psf Bldg. Code: FBC 6th.ed 201 D Min Brg Width ReMaxTCCSI: 0.180 q = -. p C . Min Brg Width Req - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.091 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used`. Yes Max Web CSI: 0.000 Bearing B 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.1115.2T Lumber Value Set: 13B (Effective 5/1/2013) 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. AdditionalNotes Provide ( 2) 0.131"x3.0", min. toe -nails at top chord. Provide ( 2) 0.131 "x3.0", min. toe -nails at bottom chord. ltepetaflr r€ttr 1, D..yyq p wC3. w J i Sao COA' p AL 04/ 13/2018 WARNING** READ. AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer.to and follow the,latest editioh'of BCSI (Building ComponentSafetyInformationbyTPIandSBCA) fo'r safety practices prior to performing these functions.. Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshall -have bracingg installed per BCSI sections B3, B7 or 910, as applicabgle. Apply plates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine; a division of ITW Buildin Components Group Inc:. shall not be responsible for any deviation from this drawing,any failure to build the a nwCOMPANY truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of.trussesA sealon'this drawing or cover pa a 2400 Lake Orange Dr. listing this drawing, indicates acceptance of rofessionar, engineering responsibility: solely for the design shown. The sui ability Suite Lake and use of this i9rawmg for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: Iwww.t inst.org; SBCA: www.sbcindustry:com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1623 / T67 / JACK Cust R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MAJ258TA ,RA01 Qty: 2 FROM: RDG DrwNo: 103.18.1244.55658 Truss Label: CJ34 KM / WHK 04/13/2618 12 4 C T 2X4(A1) 1 2r11rr4 2' 11 "4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI`Criteria A Maximum Reactions (Ibs) TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R -' / U / Rw / Rh / RL , W. TCDL:, 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA B 242 / 71 1199 / - / 50 8.0 BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 4 / 39 / - / - 1.5 BCDL: 10.00 Risk Category:.I1 Snow Duration: NA HORZ(LL): 0.001 D C 82 / 35 / 45 / - / - 1.5 EXP: C Des Ld: 47.00 TLHORZ 0.002 D Wind reactions based on MWFRS Mean 15.00 ftHeight: NCBCLL: 10.00 g Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req.= 1.5 TCDL: 5. 2 psf Soffit: 0.00 . BCDL 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.161 D Min Br Width Re - 9 q Min Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.085 C - Brg Width Req = gearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires seat plate. Loc. from endwalC'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 " 136" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 0.131"x3.0", min. toe -nails at top chord. , Provide (2) 0.131"x3.0", min. toe -nails at bottom chord. x1zticitirteas.,.._ xx s a. x x n466, x rr tma" 04/13/2018 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, installingand bracing:Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall. have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10,' as applicable. Apply Oates to each face. oftrussand position as shown above and on the Joint"Details, unless noted otherwise. Refer to 1" I drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for: any deviation from this drawing,any failure to build the AN COMPANY truss in conformance with ANSIF PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing thisdrawingindicatesacceptance' of pro esslona. engineering responsibility solely for the design shown. The s MaThillty Suite 150 and useofthisdrawing, forany structure is pro) responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: wJpinst.org; SBCA: www.sbcindustry.com; ICC: w Jccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1624 / T31 /JACK Cust* RR8975 JRef: 1Wa389750080. VARIOUS ,9A6/9A7 ,258SE/258MAJ258TA ,RA01 City: 6 FROM: RDG DnvNo: 103.18.1244,55502, Truss Label: CA KM / WHK 04/13/2018 12 6 C 11 4 11 "4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA ,CAT: NA PP Deflection in loc L/defl L/# Loc R /-U / Rw / Rh / RL / W B 196 / 66 / 189 / - / 36 , / 8.0- TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 7 / 11 / 14 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0,000 D C -21 / 35 /24 '/ - / - / 1.5 Des Ld: 47.00- EXP:C HORZ(TL): 0.000 D Wind reactions based on MWFRS Code / Misc CriteriaNCBCLL10.00 Mean Height 15.00 ft Creep Factor: 2.0 Width q = 1.5BMinBrgdthRe Soffit: 0.00 TCDL: 4.2 psf gCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CS: 0.171 BrDMin g Width Re q = Load Duration: 1.25,. MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI0.022 C Min Brg Width Req: = Bearing: 6 isa rigid surface. Spacing. 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B 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# VIEW Ver: 17.02.01A.1115.21 WindDuration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/20113) Top chord 2x4 SP #2 IN Bot chord 2x4 SP #2 N Lumber value set '13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide ( 2) 0.131 "x3.0", min. toe -nails at top chord. Provide ( 2) 0.131 "x3.0", min. toe -nails at bottom chord. tAR# 6ttAt1AS,i11MfJ . v ell. Y µ , COA N A4 t1 04/ 13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING, TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin , shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwlse,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached riggid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,•.B7 or B10, as appllcab"let Applgy Oates to each face of truss and position as shown above and on the Joint -Details, . unless noted otherwise. Refer to LPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the AN COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, Installation and bracing of,.trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing, indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE:-.alpinei W com; TR: w Apinst.org; SBCA: www,sbcindustry.com; ICC: w vkcsafe.org Orlando FL, 32837 7 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Truss Label: CJ14 Ply:; 1 Qty: 2 SEQN: 1625 / FROM: RDG T24 / JACK Cust RR8975 JRef: 1Wa389750080 DrwNo: 103.18.1244.54722 KM / WHK 04/13/2018 12 4 C B T 7"h 1ti A D 2X4(A1) 1 r 11 !4 1 V4 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) De,fl/CSI Criteria a Maximum Reactions (Ibs) TCLL.' 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP.Deflection in IocL/dell L/# Loc R / U / Rw / Rh / RL /'W TCDL 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA B 191 / 88 / 174 / - / 25 / 8.0 BCLL: o.ob Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 7 / 11 / 16 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D C -21 / 31 / 24 / / - 11.5 EXP: C Des Ld: 47.00 HORZ(TL): 0.000 C Wind reactions based on MWFRSMeanHeight: 15.00 ft B Min BrNCBCLL: 10.00 TCDL: 4.2 psf Code 1. Misc Criteria .Creep. Factor: 2.0 g Width Req = 1.5 D Min Br Width ReSoffit: 0.00 Bldg Code: FBC 6th.ed 201, MaxTCCSI: 0.159 g 9 - - BCDL: 5.O psf C Min'Brg Width ReqLoadDuration: 1.25, MWFRS Parallel Dist: 0 to h/2.. TPI Std: 2014 Max BC CSI: 0.020 Bearing,B is rigid surface, Spacing. 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B 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" 13B" uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2),0.131"x3.0", min. toe -nails at top chord. Provide (2) 0.131"0.0", min. toe -nails at bottom chord. yttxiiatttt arttt R+;,as P p,081 yq ,pa ONAALLCOA # a 04/13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating; handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building" Component Safety Information, by TPI, and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing pe.r.BCSI. "Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, as applicable. Apply Oates to each face oftruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildingComponents Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the m COMPANY truss in conformance with ANSI/l PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover - , - 2400 Lake Orange pr. listingthisdrawingindicatesacceptanceofproessronaengineeringresponsibilitysolelyforthedesignshown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 'o Job. Number: N333522 Ply: 1 SEQN: 1626 / T30 / HIP_ Cust: R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Div: 3 FROM: HMT DrwNo: 103.18.1244,54644 Truss Label: HJ7 KM / WHK 04/13/2018 T43 / 1'S" 52"5 9110,11 5'2"5 4711 2X4(A1) ="A" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: . 17.00 Speed: 150 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP:C Des Ld: 47:00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL; 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131 "x3.0", min toe -nails at top chord. Provide (3) 0.131"x3.0", min toe -nails at bottom chord. 7 9,5,7 14" 0 9'5 7 „1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh : / RL / W-. B 425 / 125 / - / - / - / 10.6Pf: NA Ce: NA VERT(LL): 0.017 C 999 360 Lu: NA Cs: NA VERT(TL): 0.067 C 999 240 E 443 / 56 / - / 1 / 0/ 1.5 Snow Duration: NA HORZ(LL): 0.006 F - - D 305 / 156 / - / - 1- / 1.5 HORZ(TL): 0.014 F 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: 0,901 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.623 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.420 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# VIEW Ver: 17.02.01A.1115.21WAVE Maximum Top Chord Forces Per Ply (Ibs) Chords' Tens.Comp. B -C 341 -817 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 769 - 308 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp: C - F 333 831 a pa r s. COA 04/13/2018 WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing attached as applicable. per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10 Apply Oates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to' drawings 160A-Z for standard plate positions. NE Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handlin shipping, installation and bracing of,trussesA.seal on this drawing or cover page.. listingthisdrawingindicatesANrVXMPANY 240o Lake Orange Dr. acceptanceofpro) esslona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: wJccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1627 / T21 / HIP_ Cust: RR8975 JRef'.iWa389750080 VARIOUS ,9A6/9,A7 ,258SE/258MA]258TA ,RA01 Qty: 4 FROM: HMT DrwNo: 103.18.1244,55549 Truss Label: HJ7A KM / WHK 04/13/2018 " 5'2"3 9110,11 5'2"3 47"14 D 12 4.24 3X6 C N M B s A FE 3X4(B1) = 6X6„ 1'5" 9'5,10 915,110 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs)` TCLL: 20.00 Wind Std: ASCE7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL 4 W TCDL 17.00 Speed: 150mph Pi : NA" Ce:.NA VERT(LL): -0.023 C 999 360 B 423/ 181 /- F- /- 4.9. BCLL: 0:00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.061 C 999 240 E 439 / 101 /_- /,- / - ' / 1.5 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.010 E - D 312 / 209 / - / / - / 1.5 EXP: C Des Ld: 47.00 Mean Height: 22.18 ft HORZ(TL): 0.012 E Wind reactions based on MWFRS NCBCLL: 0.00 Code / Misc Criteria Creep Factor: 2.0 B Min'Brg Width Req =, L5TCDL: 4.2 psf E ` Min Br Width.ReSoffit: 0.00 Bldg Code: FBC 6th:ed 201 Max TC CSC 0.809 g. q MWFRS 5.0 psf D Min Brg Width Req - ,- Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 TPI Std 2014 Max BC CSI: 0 621 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors- Used: No Max :Web CSI: 0 392 Bearing B is a rigid surface. Loc. from endwall: NA FT/RT:20(0)/10(0) Members not fisted have forces less than.375# GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1115.21 Chords Tens.Comp`. Lumber B - C 441 - 743 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords .Tens.Comp. Lumber value set "1313" uses design values B - F 688 -398 approved 1/30/2013 by ALSC` Maximum Web Forces Per Ply (Ibs) Loading Webs Tens:Comp. Hipjack supports 6-11-8 setback jacks with no webs. C - F 437 -755 Wind Wind loads and reactions based on MWFRS. Additional Notes t aortasaaxttrr Provide (3) 0.131 x3.0", min toe -nails at top chord, ti rj' f48,a Provide (3) 0.131 'x3.0", min toe -nails at bottom chord. { ®*..• e®.* * ®, 0 s 0.08 1= a 964. COA 11 04/13/2018 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, handlingshipping, installing, and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these;functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 610, as applicable. Apply,plates to each face oftrussand position as shown above and on the Joint -Details, .unless noted otherwise Refer to 'ALPINE drawings160AZ,for standard plate positions. Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI l PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page, , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceof, pro) essionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Etuilding Designer per ANSI/TPI 1 Sec.2.. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: w .alpineitw.com; TPI:' www.tpinst.or' ; SBCA."www.sbcindustry.com ICC' www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1628 / T63 / HIP_ CusL RR8975 JRef: 1Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM: RDG DrwNo: 103.18.1244.55252 Truss Label: HJ74 KM / WHK 04/13/2018 5'37 9110,11 5'37 4'610 Fi 6 / 15 511 "11 4-1 "8 1 6" 1 61"11 9'3"3 9,1 N1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): 0.038 G 999 360 H 415 / 128 / - / - / - / 10.6 BCLL 0.00 Enclosure: Closed Lu: NA Cs NA VERT(TL): 0.142 G 999 240 E 427 / 64- / - / 0 / - / 1.5 BCDL ' 10.00, Risk Category: II Snow Duration: NA HORZ(LL): 0.009 F - D 305 ` % 151 / -- /- / - / 1.5 Des Ld: 47.00 EXP:C HORZ(TL): 0.020 F - - Wind reactions based on MWFRS NCBCLL 0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 H. Min Brg`.Width Req = 1.5 Soffit: 0.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI` 0.786 E Min Br Width Reg q = Load Duration: 1.25 MWFRS Parallel Dist:- 0 to h/2 TPI Std 2014 Max BC 0.673 D Min Brg Width Req = - Bearing H is a rigid surface.., Spacing: 24A'" C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.579 Bearing H requires a seat plate. Loc. from endwall: NA 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, 18SS VIEW Ver: 17.02.01A.1115.21 Maximum Top Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Value Set: 13B (Effective 671/2013) B - C 375 -1283 Top chord 2x4 SP #2 N Bot x4 SP #2 IN2x4 Maximum' Bot Chord Forces Per Ply (Ibs), We s 2x4 SP #3 Chords, Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/20.13 by ALSC B - G 1237 -360 : G - F 1225 - 367 Loading Maximum Web Forces Per Ply (Ibs) Hipjack supports 6-11-8 setback jacks with no webs. Webs Tens.Comp. Wind C - F .` 382 -1275. Wind loads and reactions based on MWFRS. Additional Notes tsaatt tti tr Provide.(3) 0.131 x3.0", min toe -nails at top chord. Provide (3) 0.131 x3.0", min toe -nails at bottom chord. r fiFryi, y 0 rr A% 04/13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* 'FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling .,shipping; installing: and bracing.Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face oftruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer 'to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nN mN coMPnNv truss in conformance with ANSIF PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page ; , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofroessionaengineeringresponsibilitysolelyforthedesignshown: The suii-ability anduseofthisdrawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw comb TPI: www.tpinst.org; SBCA: www:sbcindustry.com; ICC: www.iccsafe: org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1629 / T51 / HIP_ CusC R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qly: 1 FROM: HMT DrwNo: 103.18.1244.54784 Truss Label: HJ7S KM / WHK 04/13/2018 6.6 3X4(81) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 150 mph, BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 47.00 EXP: C Mean Height: 22.43 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 0.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set '13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes Provide (3) 0.131 "x3.0", min toe -nails at top chord. Provide (3) 0.131 "x3.0", min toe -nails at bottom chord. 5'2"3 9110,11 5'2"3 47' 14 9'51,10 9'5"10 1 C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): -0.023 B 999 360 A 382 / 160 / - / - / - 4.9 Lu: NA Cs: NA VERT(TL): 0.059 B 999 240 D 443 - / 105 / - / - / - 1.5 Snow Duration: NA HORZ(LL): -0.010 D - - C 311 / 211 / - / - / - 1.5 HORZ(TL): 0.012 D Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 A Min Brg Width Req = 1.5 ' Bldg Code: FBC 6th.ed 2017 Max TC CSI: 0.803 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.627 C Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.397 Bearing A is a rigid surface. FT/RT.20(0)/10(0) Members not listed, have forces less than 375# Plate Type(s): I Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.01A.1115.21 Chords Tens.Comp. A - B 449 - 749 H. 4. tt 1 0a®aana•a•• A+ fir 0.0 sa e s m O s1 • a' O40 J • ox try. 04/ 13/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - E 696 - 406 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - E 446 - 763 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63, B7 or 610, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the ANR COMPANY truss in conformance with ANSI/TPI 1, or for handlin; shlppini , installation and bracing of.trussesA seal on this drawing or cover page. , 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The sui ability Suite 150anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindust .corn; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1630 / T42 / HIP_ Cust: RR8975 JRef: 1Wa389750080 VARIOUS,9A6/9A7 ,258SE/258MA 258TA ,RA01 Qty: 2 FROM: RDG DrwNo: 103.18.1244.54878 Truss Label HJ2 KM / WHK 04/13/2018 6i'6 12 4.24 r::7:- 4X4(B1) C co n 00 1 r5,r 217111 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL: 17.00 Speed: 150 mph Pf: NA Ce: NA VERT(LL): NA B 102 / 51 /- /_ /_ 4.9 BCLL 0.00 Enclosure: Closed - Lu: NA Cs: NA VERT(TL): NA D 4. / - ' / 7 / - / - 1.5 BCDL: 10.00 Risk Category: II Snow Duration, NA HORZ(LL): -0.000 D - C 18 / 12 / - / - / - 1.5 Des Ld: 47.00 EXP C HORZ(TL): D Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 20.90 ft TCDL: .2 psf Code I Misc Criteria. 0.001 Creep Factor: 2.0 B Min Br g Width Req = 1.5 Soffit0.00 BCDL: 5.0 psf Bldg, Code: FBC 6th.ed 201 Max TC CSI: 0.136 D Min Brg Width Req = ' Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std 2014 Max BC CSI: 0.031 C Min Brg Width Req = - Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.000 Bearing B is a rigid surf ace. Loc. from endwall: NA FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02. 01 A. 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''l3B" uses design values approved 1/30/2013 by ALSC . Loading Hipjack supports 1-10-0 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Additional Notes chord. Provide (2) 0.131"x3.0", min. toe -nails at top tr€eattettrxitrt fi® Provide'(2) 0.131'0.0", min. toe -nails at bottom chord. 4 itNt 04/ 13/2019 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have braoin installed per BCSI sections 63, B7 or 810, asapplicable.. Apply plates to each face. of truss and position as shown above and on the Joint9Detalls, unless noted otherwise. Refer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANnwroM,ANY trussinconformancewithANSI/TPI 1, or for handlln shipping, installation and bracing of.trussesA seal on this drawing or cover. pa e ; ; 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpro) esslonar engineering responsibility solely for the design shown: The suitability g and use, of this yawing for any structure is he responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: ww .alpineitw.com; TPI. www.tpinst.org; SBCA: www sbcindustry corn; ICC w iccsafe org Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Truss Label: FT1 8' 1 "8 8' 1 "8 T 11 2'6" ZT12 0}e— 2'612 TYP) 4X6 1.5X3 =4X4 = W=3X4 A B C D E Ply: 1 SEQN: 1631 / T17 / SY42 CusL R R8975 JRef: 1 Wa389750080 Oty: 9 FROM: PFH DrwNo: 103.18.1244.54723 KM / WHK 04/13/2018 10'6"10 18'8"10 2'S'2 82' 2,6"12 2'I -- 5)d 3X3 4X4 1114X6 F G HI JK B2 X W 1.5X3 =4X6 1112X4 V U 1 J M U r U IV Ivi L 4X4 1111.5X3 III1.5X3 III1.5X3 1111.5X3 =4X4 =4X6 1111.5X3 W=3X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 . Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N :T2 4x2 SP #1: Bot chord 4x2 SP #1 :62 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongbacK. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). Strongback material to 18'8"10 T n Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection.in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.233 R 939 360 X 1030 / - / - / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.506 .F 602 240 J 1013 / - / - / - / - 3.0 Snow Duration: NA HORZ(LL): 0.039 M - - X Min Brg Width Req = 1.5 HORZ(TL): 0.062 B J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X & J area rigid surface, Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.874 Bearing X requires a seat plate. TPI Std: 2014 Max BC CSI: 0.997 Rep Factors Used: Yes Max Web CSI: 0.605 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) 10(0) FT/RT: Chords Tens.Comp. Chords Tens. Comp. Plate Typepe(s): WAVE VIEW Ver: 17.02.01A.1115.21 A - B 0 -723 F - G 0 -2720 B-C 0 -1916 G-H 0 -2037 C- D 0- 2669 H- 1 0 - 786 D- E 0- 2669 1- J 0 - 850 E - F 0 -2927 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. W- V 1435 0 R- Q 2927 0 V- U 2398 0 Q- P 2474 0 U- T 2398 0 P- 0 2474 0 T- S 2925 0 O- N 2474 0 S- R 2927 0 N- M 1600 0 Maximum Web Forces Per Ply (Ibs) litei9aatrrtrrrrr Webs Tens Comp Webs Tens Comp be supplied by erection contractor. ` n> krr Truss must be installed as shown with top chord up. a..•. ' iA - X 0 -1008 F - Q 11 564 P eaa •,R x y A- W 115.1 0 Q- G 447 0 N oi j sP'i err. W - B 0 -1131 G - N 0 - 675 ex ' s B- V 763 0 N- H 694 0 V- C 0 -744 H-M 0 -1190 i Q, ' l$ C- T 471 0 M- J 1270 0 T- E 0 =618 s w 0 s . gyp ' d ,•" t, ` AO> yyi P w•• OAP; ® COA 40 04/ 13/2018 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, handlingshipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building omponent Safety Information, by TPI and SBCA) r sa shipping, practicesprior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted otherwlse,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached rigqid ceilln Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Applgy plates to each face ofPtruss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to irawings 16OA-Z for standard plate positions. 41pine, a division of ITW Buildin$QComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the russ in conformance with ANSI fPI 1, or for handlin shipping, installation and bracing of,trussesA seal on this drawing or cover page, , istingthisdrawingqindicatesacceptanceofpro) esslona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building -Designer per ANSI/TPI 1 Sec.2. or more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org M COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1632 / T9 / SY42 Cust: R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM: HMT DrwNo: 103.18.1244.54629 Truss Label: FT1A KM / WHK 04/13/2018 811118 18' 5"9 8'1"8 1'7" 819"1 2'6" 2'6"12 --- 2'6"12 — { 1 4 8 — 2'6"12 —+— 2'6"12 TYP) 4X6 1.5X3 4X4 1111.5X3 -3X6 5X8 1112X4 A B C D E F G H I J roT112 III X W V U T S R Q PO N ML K 1.5X3 =4X6 4X4 1111.5X3 1111.5X3 1111.5X3 4X6 1114X6 1112X4 W=3X6 1111.5X3 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 N Bot chord 4x2 SP #1 :B2 4x2 SP #2 N: Webs 4x2 SP #3 Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90) TC: From 100 plf at 0.00 to 100 plf at 18.34 BC: From 10 plf at 0.00 to 10 plf at 18.34 TC: 1550 lb Conc. Load at 16.15 TC: 328 lb Conc. Load at 17.03 TC: 247 lb Conc. Load at 18.34 17'2"15 18' 5"9 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.147 S 999 360 X 976 / - / - / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.382 D 877 240 L 3174 / - /,- / - / - 5.7 Snow Duration: NA HORZ(LL): 0.027 B - - X Min Brg Width Req = 1.5 HORZ(TL): 0.045 L L Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings X & L are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.744 Bearing X requires a seat plate. TPI Std: 2014 Max BC CSI: 0.963 Rep Factors Used: Yes Max Web CSI: 0.627 Members not listed have forces less than Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 A - B 0 -679 E - F 0 -2628 B -C 0 -1787 F -G 0 -2199 C- D 0- 2444 G- H 0 -1359 D - E 0 -2633 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp.. Chords Tens. Comp. W- V 1347 0 Q- P 2502 0 V- U 2225 0 P- O 2502 0 U- T 2225 0 O- N 1894 0 T- S 2633 0 N- M 751 0 S- R 2633 0 M- L 751 0 R - Q 2502 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes firrk<:;' rl A - X 0 955 F - 0 0 477 All plates are 3X4 except as noted. S araaas.m /.. m >> - y E ' : A - W W - B 1082 0 0 1061 O - G G - N 494 0 0 857 Additional Notes e B - V 697 0 N - H 946 0 2x6 #3 HEM -FIR or better continuous strongback. V - C 0 676 H - L 0 2428 Attach to each truss where shown with 3-10d Box or y 70$ C - T 398 0 L - 1 0 781 Gun nails (0.128"xT',min.). Strongback material to i T - D 54 486 1 - K 396 0 be supplied by erection contractor. R - F 539 156 Truss must be installed as shown with top chord up. a Al 0 COA 40 AL4+J4 Ste' 04/13/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each faceoftruss and position as shown above and on the Joint -Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Buildinq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the a wco.puar truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro) essiona engineering responsibility solely for the design shown. The suitability Suite Lake and use of this drawing, for any structureis the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.org; SBCA: www.sbcindust .corn; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1633 / T71 / SY42 Cust: R R8975 JRef:' 1 Wa389750080 VARIOUS ',9A6/9A7",258SE/258MA/258TA ,RA01 Qty: 1 FROM: RDG DrwNo: 103.18.1244.54863 Truss Label: FT1G KM WHK 04/13/2018 8' 1 "8 10' 7 '8 14'9" 18'8"10 8-1"8 2,6" 4'1"8 3'11.10 2 6, T 2,6„12_ 2,6 ,12 2,6„12 3 1 V2 5 I TYP) 6X6 1.5X3 =5X5' 5X5 1113X8 1113X4 =W=3X4-4—W=3X4 -6X6. 1116X8 A B C D E F G H' 1 J K,L T so W2 Z Y X W. V U T S •` R Q, P O N M 1.5X3 ,=6X6 5X5 1114X6 W=3X6 =6X8' 8X8 W=3X4 1113X4 18' 8" 10 18'8" 14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria a Maximum Reactions Ibs) TCLL, 40.00 1 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in lot L/dell L/# Loc R / U - % Rw- Rh / RL / W TCDL 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.267 E 818 360 Z 1176 / - / - . 7.3 BCLL: ., 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.512 E 678 240 K 1563 /- /- f- /- /3.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.028 N - - Z Min Brg Width Req 9.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.039 N K Min'Brg Width Req 1,.5 NCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf Code /Mist Criteria Creep Factor: 2.0 Beann 9 Z & K ares fl 9 surface Soffit: " 2.00 BCDL: NApsf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.885 Bearing Zrequires aseat-plate. Load Duration: 1 00 MWFRS Parallel Dist: NA TPI Std:'2014 Max BC CSI: 0.973 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a NA ft Re Factors Used: Yesp Max Web CSI: 0.687 Maximum Top, Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords, Tens:Comp. Chords Tens. Comp. 1: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1115.21 A - B 0 ' -915 F - G . 0 -4138 Lumber B- C 0 -2464 G- H 0 -3575 C- D 0- 3571 H- I 0= 3575 - Value Set: 13B (Effective 6/1/2013) D - E 0 -4107 1-1 0 - 3575 Top chord 42 SP #1 E - F 0 -4138 J - K 0 - 1482 Bot chord 4x2 SP #2 N :B2, B3 4x2 SP #1: Webs 4x2 SP #3 :W21 4x2 SP #2 N: Maximum Bot Chord Forces Per Ply (Ibs) Lumber value 'set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC Y-X 1816 0+ S -R' 4115 0 - Special Loads X - W ' 3116 , , 0 R - Q 4115 , 0 Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) W'- V 3116 0 Q - P 4022 0 TC: From 100 pif at 0.00 to 100 plf at . "18.61 V - U 3116 0 P- O 402Z 0 BC: Fror* 10 plf at 0.00 to 10 plf, at 18.30 U - T, 4097 0 Q - N? , 2849 0' TC: 695 lb Conic. Load at" 14.63 T - S 4107 0 Piating Notes it tcttttszt ttxrr, All are 3X6 °tr$ Maximum Web Forces Per Ply (Ibs) plates except as noted. y Webs .Tens.Comp. Webs Tens.- Comp. Additional Notes a*ra°+* Q'* 8 =,«« irr A - Z 0 -1132 E - Q 387 -486 CS2x6 #3 HEM -FIR or better continuous strongback. +` a 8a « A - Y 1352 0 Q - G. 413 -38 Attach to each truss where shown with 3-10d Box or 4' ' e '.- Y - B 0 -1361 G - 0 0 628 Gun nails (0.128"xT',min.). Strongback material to i ° B - X 980 0 j - 0' 26 -527 be supplied by erection contractor. ;08 1.. X,- C 0 - 959 O - J 1217 0 Truss must be installed as shown with top chord up. C - U 728 0 J - N 0 -2066' U-D 0 -1015 N -K 2163 0 D -T 403 -107 r s ® t« 4 q` y COA 40 1 ; 04/13/2018 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, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building"' Component Safety Information, by TPI and SBCA) r safety to these' functions. Installers temporarypracticespriorperformingshallprovide bracing per BCSI. Unless noted othe wise,top chord shall have properly attached structural sheathingp and bottom chord.shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, . as applicable. Apply pplates to each face. of truss and position as shown above and on the Joinf"Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss in conformance with ANSI/TPI 1 or for handling; shipping, installation and bracing of.trussesA seal on this drawing or listing this drawingg indicates acceptance of ro esstona engineeringq responsrbility solely for the design shown. and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. cover page .. The sui abllrty 2400 Lake Orange Dr. Suite 150 For moreinformationsee this job's general notes page and these web sites: ALPINE www.alpineitw.com: TPC www.tpinst.org; SBCA. www:sbcindustry.com; ICC: www.iccsafe.org Odando FL 32837 Job Number: N333522 ., Ply: 1 SEQN:1634 /- T8 / SY42 Cust: R R8975 JRef: 1Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM: PFH DrwNo: 163.18.1244.54692 Truss Label: FT1GE KM / WHK 04/13/2018 2 11 12 1'2'2 12 8'0"10 18'5"2 18i8"10 5'0"14 10'4"8 3'8 6'5"14 +_ 2,6" 2,6„12 27'4 2,5„8 TYP) F- 211 1'4" -{ TYP) W=3X4 3X4 =-3X4 =4X6 =3X6 =4X6 6X6 A B C D E G H I J K LM S R Q P, 0 N Z Y X W v T =4X6 =4X6 =3X4 =6X6 1112X4 =3X4 7 4 9'1"6 18'8"10 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria a Maximum Reactions (Ibs), or*=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw /'Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.048 P 999 360 Z 62 / - / - / - L / 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.191 P 920 240 Z* 510> . / - / - / - /"- / 108" BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.007 0 - L 1335 / - / - / - / - / 3.0 Des Ld: 55.00 EXP:NA HORZ(TL): 0.017 0 Z Min Brg Width Req =1.5 Code I Misc CriteriaNCBCEL: 10.00 Mean Height: NA ft TCDL: NA psf Creep Factor: 2.0 Z Min Br g Width Req = - Soffit: 2.00 gCDL: NA sfp Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.836 L Min Brg Width Req = 1_5 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 07 Bearings Z, Z, & L are a.rigid-surface.24 Spacing: 24:0 " C&C Dist a: NA ft Rep Factors Used: No Max Web CSC' 0.779 Bearing Z requires a seat plate. Loc. from endwall: NA FT/RT:20(0)/10(0)" Members not listed have forces less than 375# I: NA GCpi: NA . I Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1115.21 Chords Tens.Comp. Chords Tens. Comp. Lumber G- H 745 0 J- K 0- 1997 Value Set: 13B (Effective 6/1/2013) H - 1 745 0 K - L 0 - 1097 Top chord 4x2 SP 2400f-2.OE :T1 4x2 SP #1' 1 - J 0 -1241 Bot chord 42 SP #2 N Webs 4x2 SP #3 Maximum.Bot Chord Forces Per Ply (Ibs) Lumber value set '13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC S- R 570 0 Q- P 1937 0 Special Loads R- Q 1937 ' 0 P- O 2034 0 Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 300 plf at' 0,00 to 300 plf at 16".15 Maximum Web Forces Per Ply (Ibs) TC: From 100 plf at 16.15 to 100 plf at 18.59 Webs Tens.Comp. Webs Tens. Comp: BC: From 10 plf at 0.00 to 10 plf at . 18.30 TC: 125 lb Conc. Load at 0.04 A - Y 0 -412 1 - R 1064 0 TC.` 574 lb Conc. Load at 16.15 Y - B 0 -434 R - J 0 - 1074 Plating Notes 4tatktraB7aatiotvtr r'i G - S 0 - 763 K - 0 0 - 1521 " t All plates are 1.5X3 except as noted: 4,ff S- I 0- 2089 O- L 1636 0 Maximum Gable Forces Per Ply (Ibs) ffij , }*, Additional Notes *,SX Gables Tens.Comp. Gables' Tens. Comp. a `. See ANSI/TPI b Sect 7 for additional bracing a' requirements. Bracing material to be supplied by i * C - X 0' -409 E - V 0 428 erection contractor. (},08 1 D - W 0 -390 Truss must be installed as shown with top chord up. i s ®" s s CID 04/13/,' WARNING" READ AND FOLLOW ALL NOTES ON THIS,DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI ,(Buildingshipping, Component Safety Information, by TPI an dd SBCA) fo'r sa practices prior to•performing these functions. Installers shall provide bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections temporary have a properly B3, B7 or B10, as appllcab-le Apply plates to each face oftrussand position as shown above and on the Join Details,' unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.: ALPINE Alpine, a division of ITW Buildin$QComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure into build the a rr CO.MNY truss conformance with ANSI 1, or for handlin shipping, installation and bracing of,trussesA seal on this drawing or listingthisdrawingindicatesacceptanceofpro) essiona engineering responsibility solely for the design shown. thisdrawing, for is Designer ANSI/TPI cover page .. 2400 Lake Orange Dr. Thesu,Tabllity, . Suite 150 anduseofanystructuretPheresponsibilityoftheBuildingper1Sec.2. For. more information see this. job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: wwwsbcindustry.com; IM www.iccsafe.org - Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1635 / T6 SY42Cust:RR8975JRef: 1Wa389750080 VARIOUS 9A6/9A7,258SE/258MA/258TA,RA01 Qty:5 FROM:RDGDrwNo: 103.18.1244.54660 Truss Label FT2 KM / WHK 04/13/2018 610 8 88 156 8 6'1 0"8 1'9"8 6'1 1 1 2'13" 'i` 2'6"12 i 1'4„8 gi 1'4„8 +— 2,6„12 TYP) 4X6 4X6 1.5X3 III 1.5X3 III 1.5X3 1.5X3 A B C D E F G: H 90 S R Q P O N M L K` J 1.5X3 `'^`' 1112X4 Loading Criteria (psf) Wind Criteria TCLL 40.00 Wind St& ` NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP:NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10:00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 N Bot chord 42 SP #2 IN Webs 42 SP#3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback. Attach to each truss where shown with 3-10d Box or Gun nails (0.128"x3",min.). 'Strongback material to be supplied by erection contractor. 1.5X3 1112X4 15'6" 8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria . Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in IocL/defl L/# Loc R / U / Rw / Rn / RL W . Pf: NA Ce: NA VERT(LL): 0.117 D., 999 360 S 841 / : / - / - / - 7.3 Lu: NA Cs: NA VERT(TL): 0.240 D 999 240 J 841 / - / - / - / - 7.3 Snow Duration: NA HORZ(LL): 0.024 K - - S Min Brg Width Req =, 1.5 HORZ(TL): 0.036 B J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings S & J are a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.587 Bearings S & J require a seat plate. TPI Std: 2014 Max BC CSI: 0.812 -. Rep Factors Used: Yes Max Web CSI: 0.434 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:10(0) Chords Tens.Comp. Chords Tens. Comp. Plate Typepe(s): WAVE VIEW Ver! 17.02.01A.1115.21 A - B 0 -572 E - F 0 - 1920 B-C 0 -1455 F-G 0 -1455 C- D 0 -1920 G- H 0 - 572 D-E 0 -1926 Maximum I Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens.' Comp: R -Q 1132 0 N-M 1772 0 Q- P. 1772 0. M- L 1772 0 P-O 1772 0 L -K 1132 0 O-N 1926 0 Maximum Web Forces Per Ply (Ibs) Webs —Tens.Comp .1 Webs Tens. Comp. A - S 0 - 822 N - F 453 - 49 tiSt€ic€€tt#ta eor: A- R 912 0 F- L 0 -489 Truss must be installed as shown with top chord up. rt, t. R - B 0 -890. sr B-Q 512 0 L - G 512 0 G-K 0 -890aaeraw r•%a $`r«, j' f Q- C 0 -489 i' `'» "• r ®_ C - O 453 - 49 K- H 912 0 H - J 0 - 822KA*»SN,` M" ig3 Q.08 1 rrr rrr r r Yk« ra« err w~ C011104Y,ONAL 04/13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH. THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care. in fabricatingg, handling shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions: Installers shall provide temporary bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid celllnq Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 orB10, as appllcabge. Apply plates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. ALPINE Alpine, a division of ITW Buildih$Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1 or for handlin shipping, Installation and bracing of,trussesA seal on this drawing or cover page, , listing thisdrawingindicatesacceptanceofpro) essionaJ engineering responsibility solely for.the design shown. The suiTability this drawing for is Designer ANSI/TPI 1 Nm co vnNr 2400 Lake Orange Dr. - Suite 150 and useofanystructuretheresponsibilityoftheBuildingperSec.2. For more information see this job's general notes page and these web sites: ALPINE: w .alpiheitw.com; TPI: www.tpinst.org; SBCA :' www.sbcindustry.com; ICC. w .iccsafe.org Orlando FL, 32837 Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA1258TA ,RAO1 Truss Label: FT2GE I Ply: 1 Qty: 1 L 2'111 12"1 1 2" 12'2"4 F 1 13'5"12 SEQN: 1636 / T4 / SY42 CusC RR8975 JRef: 1Wa389750080 FROM: RDG DrwNo: 103.18.1244.55720 KM / 1NHK 04/13/2018 TY P) 3X4 1112X4 A B C D E F G H I J K LM Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF TCLL 40.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw /Rh / RL / W TCDL: 10.00 Speed: 150 mph Pf:, NA Ce: NA VERT(LL): 0.002 B 999 360 O* 382. / 31 / 31 / - 1186 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.008 B 999 240 Wind reactions based on MWFRS BCDL: 5.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 AA - - O Min Brg Width Req = - Des Ld: 55.00 EXP: C HORZ(TL): 0.002 AA Bearing AA is a rigid surface. NCBCLL: 10'00 Mean Height: 15.00 ft TCDL 4.2 psf Code I Misc Criteria Creep Factor: 2.0 Bearing AA re quires a seat.plate. Soffit: 2.00 BCDL: 3.0 psf Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.424 Load Duration: 1.00 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.030 Members.notlisted have forces less than 375# Spacing: 24.0." C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSC. 0:257 Maximum Web Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0))10(0) Webs' Tens.Comp. Webs .Tens. Comp. GCpi: 0.18 Plate Type(s): A -AA 23 -405 Z - B - 82 -449 Wind Duration: 1.00 WAVE VIEW Ver: 17.02.01A.1115.21-, Lumber Maximum Gable Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) Gables Tens.Comp. Gables Tens. Comp. Top chord 4x2 SP #2 N C - Y 72 -431 H - T 67 -482 Bot chord 42 SP #2 N - D - X 67 -440 I-, S 67 -445 Webs 4x2 SP #3 E - W 67 -477 J - R 69 -424 Lumber value set "136" uses design values F - V 67 -518 ; K - Q 81 -434 approved 1/30/2013 byALSC G - U 67 -519 L - P 58 -386 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Special Loads Lumber Dur.Fac.=1.00 /.Plate Dur.Fac.=1.00) TC: From 291 plf at 0.00 to 350 plf at 5.88 tf4tittlt#aiJ ecarrf TC. From 387 plf at ; 5.88 to 387 plf at 9.42l TC: From 350p2 l plfBC: From 10 plf at 0.00 to 10 at 15.29 TC: 324 lb Conc.,Load at 0.04,15.29 Plating Notes All plates are 1.5X3 except as noted. O,08 Wind a - r a Wind loads based on MWFRS with additional C&C member design. Additional Notes nI, a" xx.>,.,s•+• SeeANSIlTPI1Sect7foradditionalbracingw. requirements. Bracing material to be supplied by p Nosf# erectioncontractor. 40NA Truss must be installed as shown with top chord up.# 04/ 13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporary bottom chord shall have a propperly per BCSI sections B3, B7 or 610, mless not otherwise. Refer to Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure'to build the truss in conformance with ANSIrTPI 1, or for handllnp; shipping, installation and bracing of,trussesA seal on this drawing or cover page . listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The, suifabilfty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. or more information see this job's general notes page and these web sites: ALPINE. www.alpineitw.com' TPI: www.tpinst.org SBCA: www.sbcindustry.com; ICC: www.iccsaf ALPINE AN mN COMPANY 2400 Lake Orange Dr. Suite 150 Orlando FL, 32837 Job Number: N333522 - Ply: 1 SEQN: 1637 / T10" / SY42 Cust R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 4 FROM: RDG DrwNo: 103.18.1244.55206 Truss Label: FT3 KM / WHK 04/13/2018 6'10"8 8'5"12 15'2"12 6'10"8 1 '7"4 6,9„ 1sz 9 II 2 6 2 6'12 1'4"8 1'4"8 Z15 12 TYP) 4X6 1.5X3 III1.5X3 III1.5X3 =4X6 A B C D E F G H R Q P O N M L K J I 4X4 — 1.5X3 1111.5X3 1.5X3 =4X4 1112X4 1112X4 Loading Criteria (psf). Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld. 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft` Loc. from endwall: NA' I: NA GCpi: NA. Wind Duration: NA Lumber Value Set: 13B (Effective 6/l/2013) Top chord 4x2 SP #2. N Bot chord 42 SP #2 IN Webs 42 SP #3 Lumber value set '1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes 2x6 #3 HEM -FIR or better continuous strongback Attach to each truss where shown with 3-10d Box or - Gun nails (0.128"x3",min.). Strongback material to be supplied by erection contractor. Truss must be installed as shown with top chord up. 15'2"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria. a Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in lob L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL) 0.115 E 999 360 - R 831 ' 1- / - / / 7.2 Lu: NA Cs: NA VERT(TL)r 0.221 E 999 240 I 831 ` I / / - / - / 3.5 Snow Duration: NA HORZ(LL): 0.023 J - - R Min Brg Width Req = 1.5. HORZ(TL): 0.033 B I Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearings R & I area rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.512 Bearing R requires a seat plate. TPI Std: 2014 Max BC CSI: 0.769 Rep Factors Used: Yes Max Web CSC 0.428 Members not listed have forces less than 375# FT/RT:12(0)/'10(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Vert-17.02.01A.1115.21 A - B 0 -'564 E,- F 0 - 1875 B -C 0 -1430 F-G - 0 -1430 C.-D 0-1875 G -H. 0 -562 D - E 0 -`1880 Maximum Bot Chord forces Per Ply (Ibs) Chords Tens.Comp: Chords Tens.' Comp. Q-P 1116 0 M -L 1738 0 P-O 1738 0 L-K 1738 0 0' IN 1738 0 K -J 1115 '0 N - M 1880 0 Maximum Web Forces Per Ply (Ibs) , Webs Tens.Comp. Webs Tens. Comp: A-R 0 -812 M -F 425 -59 i{![Eilftlfl7Eid tR r A- Q 899 0 F- K 0 -475 r efj f Q - B 0 - 876 K - G 500 0' B- P 499 0 G- J 0 - 878 effiv `»r f '. P'- C 0 -476 J- H 896 0 C - N 425 -59 H'- 1 0 - 807 s , t3. 708NO aMAN-. N. p; o.ee. NAAL 04/13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fo'r safety practices pnor'to performing these functions. Installers shall provide temporary bracingattached pper BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperlyrigidceilingLocations. shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, Apptyasapplicabge. plates to each face ofptruss and position as shown above and on the Joinf-Details, unless noted. otherwise Refer to drawings 16OA-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI l PI 1, or for handlm shippingp, installation and bracing of,trussesA seal on this drawing or cover pa e.. listing this drawing, indicates acceptance of ro) essionar for the design The m9AN COMPANY 2400 Lake Orange Dr. 9engineerm . responsibility solely shown.. suiPability and use of this. r7rawing for any structure. is fphe responsibility of the Building Designer per ANSI/TPI 1 Sec.2.. Suite 150 For more information see this job's general notes.page and these web sites 'ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1638 / T5 / SY42 CusC R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM: RDG DrwNo: 103.18.1244.54908 Truss Label: FT3G KM / WHK 04/13/2018 6' 10"8 8'5" 12 11' 1 "4 15712 6'1T8 174 1 2'78 41"8 r 1 2,6" 2'6"12 + 1'4"8 TYP) 1. 5X3 A 1 2SO 1 4X4 = 4X6 III1.5X3 1111.5X3 =3X4 .1112X4 =4X6 B C D E F G H I F I R Q P O N M L K 1 I J 1. 5X3 =4X4 IIII.5X3 =4X4 =3X4 1112X4 15212 4X10 = 5X8 1112X4 Loading Criteria (psf) Wind.Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/deff L/# Loc R U / Rw / Rh / RL / W TC DL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.242 E 723 360 R 1442 / - / - / - / - / 7.2 BCLL 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.368 E 574 240 J 1670 / - / - / - / 3.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.030 B - - R Min Brg Width Req = 1.5 Des Ld' 55.00 EXPNA HORZ(TL): 0.038 B - - J Min Brg Width Req = 1.5 ' Mean Height: NA ft NCBCLL: 10. 00 Code /'Mist Criteria Creep Factor: 2.0 TCDL: NApsfBearingsR & J are a rigid'surface. Soffit: 2. 00 gCDL NA psf Bldg Code:. FBC 6th.ed 201 Max TC CSI: 0.897 Bearing R requires a seat I 9 qpate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.693 Members not listed have forces less than 375# Re FactorsUsed: Yes Max Web CSI: 0.869 Spacing: 24.0 " C&C Dist a: NA ft p Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords - Tens. Comp. 1: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1115.21 A - B 0 -973 E - F 0 - 3286 Lumber B- C 0 -2484 F- G 0 -3123 C -D 0 -3272 G-H 0 -3123 Value Set: 13B (Effective 6/1/2013) D - E 0 - 3287 H - 1 0 -1146 Top chord 4x2 SP #1 Bot chord 4x2 SP 2400f-2.OE Maximum Bot Chord Forces Per Ply (Ibs) Webs 42SP #3 Chords Tens. Comp. Chords Tens. Comp. Lumber value set '1313" uses design values approved 1/ 30/2013 byALSC Q - P 1942 0 N - M. 3287 0` ._ P- O 3027 0 M- L 3353 0 Special Loads O- N 3027 0 L- K 2302 0 Lumber Dur. Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 180 plf at 0.00 to 180 plf at 8.48 Maximum Web Forces Per Ply (Ibs) TC: From100plfat8.48 to 100 plf at 15.10 Webs Tens.Comp. ` Webs Tens: Comp. BC: From10pIfat0.00 to 10 plf at 15.10, TC: 465 lb Conc. Load at 11.13 A - R 0 -1411 F - L 0 - 478 ttatatrrt€t s Plating NotesCtll€Pr Fg A- Q 1552 0 G- L 0 - 578 Q - B 0 - 1538 L - H 1233 0 All plates are 6X6 except as noted. B - P 883 0 H - K 0 - 1836 moo+•*:. P- C 0 -846 K- I 1826 0 Additional Notes + p ti°i*•+ * ``. 2x6 #3 HEM -FIR or better continuous strongback. C - N 859 0 1 - J 0 -1624 N - D 0 -427 Attach to each truss where shown with 3-1 Od Box or s Gun nails (0.128"x3",min.). Strongback material to08 be suppliedbyerectioncontractor. i f Truss must be installed as shown with top chord up. a N}* YffiYEf ffi} Q C AA` ONA 4/13/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) for saffety practices prior to performing these functions: Installers, shall provide temporary bracing per BCSI: Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall attached riidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracingginstalledperBCSIsectionshaveaproperly B3, B7 orB10, as appllcabgle. Apply Oates to each face. oftrussand position as shown above and on the Joint -Details, unless noted otherwise. Refer to drawings 160A-Z for standard.plate positions. ALPINE Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawing,any failure in to build then M,C nMW truss conformance with ANSIFl PI 1, or for handling shipping, installation and bracing of,trussesA seal on this drawing or cover pa a .. 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofpro) esslonal engineering responsibility solely for the design shown. The suitability this for is Designer ANSI/TPI 1 Sec.2. Suite 150 and use of drawinganystructurehieresponsibilityoftheBuildingperFor -more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com, TPI" www.tpinst,org; SBCA' www.sbcindustry.com, ICC. www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1639 / T57 / SY42 Cust RR8975 JRef: 1Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA RA01 Qty: 2 FROM: RDG DrwNo: 103.18.1244.55174 Truss Label: FT4 KM / WHK 04/13/2018 6' 10"8 9'3"12 14' 10"12 r 6'10"8 2'5" 4 T 57' 1 2,6„ 2'6"12 1 '4„8 TYP) 4X6 1.5X3 = 3X4 III 1.5X3 1114X6 A B C D E FG HI T IT 20 z n 14'10"12 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw_ / Rh / RL / W TCDL 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.159 D 999 360 R 817 / - / - / - / - / 7.3 BCLL 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.349 D 678 240 H 804 / - / - / - / - / 3.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.035 B - - R Min Brg Width Req = 1.5 EXP: NA HORZ TL 0.055 B H Min Br Width Re 1.5DesLd: 55.00 ( ) g q NCBCLL: 10.00 Mean Height: NA ft Code / Misc Criteria Creep Factor: 2.0 Bearings R & H are a rigid surface. Soffit: 2.00 Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.849 TCDL: NA psf Bearing R requires a seat plate. BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.828 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft. Rep Factors Used: Yes Max Web CSI: 0.456 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. 1: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17 02.01 A. 1115.21 A - B 0 -552 E - F 0 - 1482 Lumber B- C 0 -1396 F- G 0 -596 C -D 0 -1783 G -H 0 -641 Value Set: 13B (Effective 6/1/2013) D - E 0 -1789 Top chord 42 SP #2 N Bot chord 4x2 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Q - P 1093 0 N - M 1789 0 P-0 1700 0 M-L 1785 0 Plating Notes O- N 1700 0 L- K 1198 0 All plates are 3X3 except as noted. Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. 2k6 #3 HEM -FIR or better continuous strongback. A - R 0 -798 C - N 410 110Attachtoeachtrusswhereshownwith3-10d Box or Gun nails (0.128"x3",min.). Strongback material to tx4arugrey$s Jr A - Q 881 0 E - L' 0 -575 be supplied by erection contractor. x rrgys r B - B 482 858 F - K 460 0 88 Truss must be installed as shown with top chord up. q fir C 0 -468 K- H 958` 0 0. 708 1 4 ! q awl rOYlIY MAP i!® {'+ `' COA $ BONA 4/ 13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling Locations shown for ermanent lateral restraint of•webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. oftrussand position as shown above and on the Joint- Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Butding Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the - a COMPANY truss in conformance with ANSIl1 PI 1, or for handlin shipping, installation and bracing of trussesA seal on this drawing or cover page .. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essfona engineering responsibility solely for the design shown. The sui ability Suite 150 and use ofthisdrawing, for anystructure, is fhe responsibility of the Building Designer per ANSIITPI 1 Sec.2. Orlando FL, 32837 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst org; SBCA: www.sbcindustry.com; ICC: w Jccsafe.org Job Number: N333522 Ply: 1 SEQN: 1640 / T7 / SY42 dust RR8975 JRef: 1Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAb1 Qty: 5 FROM: RDG DMNo: 103.18.1244.55424 Truss Label FT5 KM / WHK 04/13/2018 66" 7'3"4 11'4"1 2 5'6" 1'9"4 4' 1 "8 2'6" TYP) 3X6 3X4 1.5X3 = 3X4 3X4 III 1.5X3 = 3X4 1.5X3 A B C D E F 51112 5 F1 F 1 N I M L K J 1 Hfj 1.5X3 1112X4 1112X4 - 11'4"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria a MaximumReactions (Ibs)' TCLL 40.00 Wind Std: NA Pg: NA . Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL: 10.00 Speed. NA mph Pf: NA Ce' NA VERT(LL): 0.079 C 999. 360 N 620 / - / - / - / -' 7.3 BOLL 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.173. C 999 240 H 607. / - / - / - / - 3.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL):' 0.021 B - - N Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ( TL):, 0.033 B .' - H Min"•Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: NA ft Code f Misc Criteria Creep Factor:, 2.0 Bearings N &Hare a,rigid surface. Soffit: 2.00 TCDL: NA psf gCDL NA psf Bldg Code: FBC 6th.ed-201 Max TC CSI: 0.612 Bearing N requires a seat I 9qpate. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.758 Members not listed have forces less than 375# Spacing: 24.0 " pgC&C Dist a: NA ft Re Factors Used: Yes pMax Web CSI: 0.300 Maximum Top Chord Forces Per Ply (Ibs) Loc: from NA 12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I: NA " GCpi: NA pi: NA PlateFT/R Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1115.21 A - B 0 -394 D- E 0 -994 Lumber B-C 0 -917 E-F 0 -381 C - D 0 -1001 Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Botchord4x2, SP #2 IN Chords Tens.Comp. Chords Tens. Comp. 4x2SP #3 Lumber value set "'1313" uses design values M - L 779. 0 K - J 1001 0 approved 1/30/2013 by ALSC L - K 1004 0 J - 1 770 0 Additional Notes Maximum Web Forces Per Ply (Ibs) See ANSI/TPI 1 Sect 7 for additional: bracing Webs Tens.Comp. Webs: Tens. Comp. requirements. Bracing, material to be supplied by erection contractor. A - N 0 -602 _ . E - 1 0 -618 Truss must be installed as shown with top chord up. A - M 629 0 I - F 606 0 M - B 0 -612 F -H 0 -557 1e Efrltgrtarrr J - E 445 0 grgir p* y r01 k17., z o r .* •» 4` a4M wbCYE9ffigP"AN y, COAONA 04/13/ 2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ' IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for ermanent lateral restraint of.webs shall have bracing installed per BCSI sections B3, B7 or B1 o as appllcabge. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of'ITW BuildinQc Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nNm comvnev truss in conformance with ANSI PI 1, or for handlin shipping, Installation and bracing of,trussesAseal on this drawing or cover page .. 2400 Lake Orange Dr. listing thisdrawing, indicates acceptance of pro essionar engineering responsibility solely for the design shown. The suit9ability g and use of this rawing for any structure is the responsibility of the uilding_Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes p age and these web sites: ALPINE. www;alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com, ICC: www.iccsafe.org Orlando FL, 32837 La Job Number: N333522 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Truss Label: FT6 Ply: 1 Qty: 1 SEQN. 1641 / FROM: RDG T2 / SY42 Cust: RR8975 JRef: 1Wa389750080 DrwNo: 103.18.1244.55159 KM / WHK 04/13/2018' 5'6" 7'1 11'4"8 5'6" i 1'6"12 4'3"l2 2'6" TYP) 3X6 3X3 1.5X3 3X4 — 3X4 III 1.5X3 = 3X3 III 3X6 A B C D E F GH 5 0 T O N M L K J I 1.5X3 3X4 =3X4 III1.5X3 =3X4 3X4 1111.5X3 1112X4 11'4" 8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF. Defl/CSI Criteria a Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.077 L 999 360 O 625 / - / - / - / - / 7.3' BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.154 C 999 240 G 610 / - / - / - / - / 3.3 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.018 B - - O Min Brg Width Reg = 1.5 EXP: NA Des Ld: 55.00 HORZ(TL 0.029 B G Min Br Width Re 1.5gg = Mean Height: NA ft NCBCLL: 00 Code / Misc Criteria CreepFactor: 2.0 Bearings O & G are a rigid surface. TCDL: NA psf 2. Soffit: 2.00 BCDL NA psf TBldgCode: FBC 6th.ed 201 Max TC CSI: 0.639 Bearing O requires a seat late. g q p Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.698 Members not listed have forces less than Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.319 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:120/100 Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1115.21 A - B 0 -398 D - E 0 - 1020 B-C 0 -929 E -F 0 -406 Lumber C- D 0 -1026 F- G 0 - 448 Value Set: 13B (Effective 6/1/2013) Top chord 42 SP #2 N Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #2 N Chords Tens.Comp. Chords Tens. Comp. Webs 42 SP #3 Lumber value set " 13B" uses design values N - M 785 0 L - K 1026 0 approved 1/30/2013 by ALSC M - L 1028 0 K - J 851 0 Additional Notes Maximum Web Forces Per Ply (Ibs) See ANSI/TPI 1 Sect 7 for additional bracing Webs Tens.Comp. Webs Tens. Comp. requirements. Bracing material to be supplied by erection contractor. A- O 0- 607 K- E 377 0 Truss must be installed as shown with top chord up. A- N 635 0 E- J 0 - 640 IN- B 0 -616 J - G 669 0 w - p, 1 sp tt»» y f d o p qs p " a a NA 1 COA 04/13/2018 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, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary. bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. I.I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSIr PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page. • listing this drawing indicates acceptance of ppro essiona, engineering responsibility solely for the design shown. The sui ability and useofthisgrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSIITPI1Sec.2. AN COMPANY 2400 Lake Orange Dr. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.org; SBCA: www.sbcindustr .corn; ICC: www.iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1642 / T1 / SY42 Cust: RR8975 JRef: lWa389750080 VARIOUS ,9A6/9A7 ,258,SE/258MA/258TA ,RA01 Qty: 10 FROM: RDG DnvNo: 103.18.1244.55128 Truss Label: FT7 KM / WHK 04/13/2018 61 2,6„ TYP)' 3X6 1.5X3 = 3X4 A B T s"tz b 512 T1''2 1 V4"10 172 4'3"8 1 3X3 3X4 III 1.5X3 = 3X3 C D EF F5' 1113 G H O N QVA M 1VA L K H4 GV'] —OVA J I OVA "IA —0 1.5X3 1112X4 1l'4"10 Loading Criteria'(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (lbs), TCLL: : 40.00 Wind Std:. NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.078 L 999 360 O 626 / - / - / - 7.2 BCLL 0.00 Enclosure: NA Lu: NA Cs: NA VERT(.TL): 0.1.57 C 999 240 G" 609 / - / - / - / - 3.0 BCDL 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.018 B - O Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.029 B G Min Brg Width Reg = 1.5 NCBCLL: 10.00 TCDMean Height: NA ft L NA psf Code I Misc Criteria Creep' Factor: 2.0 ` iBearings0& G are a rigid9gd surface. Soffit: 2.00 BCDL: NA psf , Bldg Code: FBC sth.etl 201 Max TC CSI: 0.643 Bearing O requires a seat late. g g p Load Duration: 1i00 MWFRS Parallel. Dist NA TPI Std: 2014 Max BC CSI: 0:705 Members not listedhave forces less than 375# Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used. Yes Max Web CSI: 0.320 Maximum Top Chord Forces Per Ply (Ibs) from NA FT/RT:ype(s10(0) Chords Tens.Comp. Chords Tens. Comp; 1: N I: NA GCpi: NA pi: NA Plate Type(s); Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1115.21 A - B 0 -399 D - E 0-1025`" Lumber B- C 0 -933 E- F 0 -403 C- D 0 -1031. F=G 0 -449 Value Set: 13B (Effective 6/112013) Top chord 42 SP #2 N Maximum Bot'Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #2 N Chords Tens.Comp. Chords Tens. Comp. Webs4x2SP #3 Lumber value set '13B" uses design values N - M 788 0 L - K 1031 0 approved 1/30/2013 by ALSC M - L 1033 0 K - J 854 0 Additional Notes Maximum Web Forces Per Ply (Ibs)_ See ANSI/TPI 1 Sect 7 for additional bracing Webs Tens.Comp. Webs Tens. Comp. requirements. Bracing material to be supplied, by erection contractor. A- O 0- 609 K- E 381 0 Truss must be installed as shown with top chord up. A - N 637 0 E - J 0 -642 N - B 0-618 J -G 672 0 tTi$ it1lllfdl&tit 00 ao. oas °=r S r Nr s t l.i i r° coA # o S NAB t1l, 04/ 13/2018 WARNING— . READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT**", FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide. temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri id ceiling.Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Applplates to each face oftruss and position as shown above and on the Joinf9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine,`a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawingany failure to build the nN—COMPANY truss in conformance with ANSI l PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page .. 240o Lake Orange Dr. listing this drawing indicatesacceptanceofproessiona. engineering responsibility solely. for the design shown. The suitability Suite L50 and use of thisgrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI"1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst org; SBCA: w .sbcindustry.com; ICC: w iccsafe.org Orlando FL, 32837 Job Number: N333522 - Ply: 1 SEQN: 1.643 / T13 / SY42 Cust:.RR8975 JRef: 1Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM: RDG DrwNo: 103.18.1244.54817 Truss Label: FT7GE KM / WHK 04/13/2018 119" 2'11"17t 5'3"2 6'9"2 82 11'1"2 11'4"14 - 9 1` 1'2"12"i 2'3"6 1'6" 1'7" 2'9" 312 1,3„ 1'2"121--'i I- 1,2„8 1,3„ 1 17„ 1,2„2 1,2„6 Loading Criteria (psf) TCLL; 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00' Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " 3X3 04 11104 1113X4 =3X3 1113X6 =6X6 A B C D E F G H I J K in 5"12 Nt- P O N M L T S R q 11104 =6X6 1112X4 = 3X4 53"14 6'1" 11'4"14 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs), or *=PLF Pg: NA ' Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U /'Rw / Rh / RL / W Pf; NA Ce: NA VERT(LL): 0.053 N 999 360 T* 316 / 29 / 30 / - / -. / 60.7 Lu: NA Cs: NA VERT(TL): 0.213 N 554 240 p 1158 / 99 , / 95 / - / - / 6.4, Snow Duration: NA HORZ(LL): -0.011 J - J 1330 / 112 / 102 / - / - / 3.2 HORZ(TL): 0.026. J Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 T Min Brg Width Req = - ` Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.881, 0 Min Brg.Width Req = 1.5' TPI Std: 2014 Max BC CSC 0.908 J Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.760 Bearings T, P, & J are a rigid surface Bearings T & P require 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 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords .Tens. Comp. E - F 220 -1200 H - I 211, - 1099 ' F - G 226 -1233 I - J 204 - 1069 G - H 205 -1076 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P - O 420 - 86 N.- M '1238 - 227 O - N 1233 - 226 Maximum Web Forces Per Ply (Ibs). Webs. Tens.Comp. Webs Tens. Comp.' A-T 119 -655 E-0 1239 -214 All plates are 1.5X3 except as noted. +' fivr® 1 - A - S 576 -117 O - F 135 - 824 S - B 116 453 M - J 1597 - 305 Wind %ffi».M»e0eamsaoxt`c rrx P -E 203-1200 Wind loads based on MWFRS with additional C&Cp »"+4 eaj ,` member design. le} a Maximum Gable Forces Per Ply (Ibs) Additional Notes 08 Gables Tens.Comp. Gables • Tens. Comp. See ANSI/TPI 1, Sect 7 for additional bracing a R 94 -425 I, - M 184 - 913 requirements. Bracing material to be supplied by ; D - Q- 80 -444 erection contractor. Wind Criteria Wind Std: ASCE 7-10 Speed: 150 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf . BCDL: 3.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc: from endwall: Any GCpi: 0.18 Wind Duration: 1.00 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 72 4x2 SP #2 N: Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "1313" uses design values. approved 1/30/2013 by ALSC Special -Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 291 plf at 0.00 to 350 plf at 5.88 TC: From 387 plf at 5.88 to 387 plf at ' 11.28 BC: From 10 plf at 0.00 to 10 plf at 10.97 Plating.Notes Provide for complete drainage of roof. 1 Truss must be installed as shown with top chord up. ro s COA #0, 04/13/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping; installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation; by TPI and SBCA) fo'r. safety practices prior to, performing these function's. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply pplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to r . drawings 160A-Z for standard.plate positions. ALPINEoAlpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in ANSIrfPI 1, for Handling, installation bracing this drawingconformancewithorshipping; and of,trussesA seal on or cover page .. listing this drawing indicates acceptance of pro) esslona engiheering responsibility solely for the design shown. The suiTabthty and use of this drawing for any structure is tphe responsibility of the Building Designer ANSI/TPI' 1 Sec.2. 2400 Lake Orange Dr. Suite 150per For more information see this job's general notes page and these web sites: ALPINE: w .alpineitw.com; TPI. www.tpinst.org; SBCA: www.sbcindustry.com; ICC: w .iccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1644 / T3 / SY42 Cusl: R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RAO1 Qty: 1 FROM: RDG DrwNo: 103.18.1244.55690 Truss Label: FT8G KM / WHK 04/13/2018 Loading Criteria (psi] TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP:NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA l: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 4x2 SP #2 N Webs 4x2 SP #3 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 3.43 BC: From 10 plf at 0.00 to 10 plf at 3.43 TC: 610 lb Conic. Load at 1.58 Additional Notes Truss must be installed as shown with top chord up. 1'78 1'9"11 3'5"3 17"8 "3 17"8 1'3"12 Fad f- 1'3"12 { 1111.5X3 4X4 III1.5X3 =3X6 A B C D fin H G F E 3X4 1112X4 1112X4 =3X4 3' 5"3 — Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.016 B 999 360 H 522 / - / - / - / - / 4.0 Lu: NA Cs: NA VERT(TL): 0.028 B 999 240 E 465 Snow Duration: NA HORZ(LL): 0.002 B - - H Min Brg Width Req = 1.5 HORZ(TL): 0.003 B E Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing H is a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.275 TPI Std: 2014 Max BC CSI: 0.294 Members not listed have forces less than 375# Rep Factors Used: Yes Max Web CS 1: 0.259 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Plate Type(s): B - C 0 - 391 C - D 0 - 376 WAVE VIEW Ver: 17.02.01A.1115.21 O « O 0.7,08 1iov o COA 40°' $ t V A `e qmAwing", N1 04/13/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G -F 391 0 Maximum Web Forces Per Ply (Ibs), Webs Tens.Comp. Webs Tens. Comp. A- H 0- 494 F- D 545 0 A- G 533 0 D- E 0 - 447 G-B 0 -471 WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracininstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each face. of truss and position as shown above and on the JoinL9Details, unless noted otherwise. f efer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, Installation and bracing of.trussesA seal on this drawing or cover pa e, , 2400 Lake Orange Dr. listingthisdrawingindicatesacceptanceofpro) essiona engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites: ALPINE: w .al ineitw.com; TPI: www.t inst.org; SBCA: www.sbcindust .com; ICC: wJccsafe.org Orlando FL, 32837 Job Number: N333522 Ply: 1 SEQN: 1645 / T73 / SY42 Cust: R R8975 JRef: 1 Wa389750080 VARIOUS ,9A6/9A7 ,258SE/258MA/258TA ,RA01 Qty: 1 FROM: HMT DrwNo: 103.18.1244.55393 Truss Label: FT10G KD / WHK 04/13/2018 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP:NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from'endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #2 N Bot chord 42 SP #2 N Webs 4x2 SP #3 Lumber value set '13B" uses design values approved 1/30/2013 by ALSC Special Loads Lumber Dur.Fac.=1.00 Plate Dur.Fac.=1.00) TC: From 4 plf at 0.00 to 4 plf at 4.00 BC: From 10 plf. at 0.00 to 10 plf at 4.00 TC: 804 lb Conch Load at 0.15, 0.34, 2.15 Additional Notes V7" 8 2'4" 7 1 3'11"15 178 8"15 1 178 1'3"12 F3"d 1'3"12 4X6 1112X4 1112X4 =3X6 A B C D H G F E 4X4 =4X4 1112X4 3'11"15 — Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.023 C 999 360 H 2O08 / - / - / - / - / 4.0 Lu: NA Cs: NA VERT(TL): 0.042 C 999 240 E 505.- Snow Duration: NA HORZ(LL): -0.009 D - - H Min Brg Width Req = 1.5 HORZ(TL): 0.013 D E Min Brg Width Req = - Code / Misc Criteria Creep Factor: 2.0 Bearing H is a rigid surface. Bldg Code: FBC 6th.ed 201 Max TC CSI: 0.860 TPI St& 2014 Max BC CSI: 0.319 Members not listed have forces less than 375#" Rep Factors Used: Yes Max Web CSI: 0.384 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Plate Type(s): A- B 0 -416 C- D 0 -415 WAVE VIEW Ver: 17.02.01A.111.5.21 B - C 0 -438 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. G - F 438 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A- H 0- 2011 C- F 0 - 475 A- G 692 0 F- D 597 0 G- B 0- 450 D- E 0 - 468 Truss must be installed as shown with top chord up. VP- 9 $ 4 e s r S AT 0 r eie A' COA #0 G'Hfp kHBi$1iii 04/13/2018 WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping," installingand bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceilin Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each faceoftrussand position as shown above and on the Joint -Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the AN rrW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 2400 Lake Orange Dr. listing this drawing indicatesacceptanceofrolessionarengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 150 and use of thisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www:t insl.or ; SBCA: www.sbcindust .corn; ICC: www.iccsafe.org Orlando FL, 32837 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ora 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ora 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 mph Wind Soeed, 15' Mean Helaht, Partially Enclosed, Exposure D, Kzt = 1,00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) lx4 'L' Brace x 1) 2x4 'L' Brace 2) 2x4 'L' Brace ww 1) 2x6 'L' Brace 2) 2x6 'L' Brace NN Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r 1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 0) SFf- f 3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' "0' UStudHF 3' 8' 5' 9'- 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Q Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' e' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' 171) 4' 0' 6' 8' 6' 11'" 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' j S P 2 3' 10, 6' 7' 6' 10' 7' 9' 6' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' 3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' e' 14' 0' 14' .0' v IDrrL Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' B' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' ill 9' 8' 10' 4' 13' 1' 14' 0' 1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' S P F 3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' U u r Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, IT 9' 14' 0' 14' 0' 14' 0' O I r Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' S' 10' 10' 12' 6' 13' T 34' 0' 14' 0' 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 6' 11' 1' 14' 0' 14' 0' 14' 0' 14' D' S P 2 4' 5' 7' 6' 7' 9' 6' 10, 9' 3' 10' 7' 11' 0' 13, Ill 14' 0' 14' 0' 14' 0' 3 4' 4' 6' 5' 6' 10, 8' 6' 1 9' 1' 10' 6' 10, ill 13' 4' 14' 0' 14' 0' 14' 6' D F L Stud 44' 6' 5' 6' 10, 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, ill 10, 12' 7' 14' 0' 14' 0' 1 / # 2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F 3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' U L F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O I Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 1 5' 1' 8' 5' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' t 7 DF L Stud 4' 9' 7' 4' 1 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 1 6' 11* 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' About able Truss Diagonal brace option - vertical length may be T doubled when diagonal I Ice E brace Is used. Connect diagonal brace for 600# at each end. Max web . Brtotal lengthIs14'. )K)K 2x6 F-L #2 or better diagonal It y15tf & 44; Vertical length .shown i brace) single e, In table above. or double cut 45• ( as shown) at L ! pw upper end. , wm Connect dlagonnl at midpoint of vertical web. I ear s Refer to chart move for g rti .l n,( WARND4Q— READ AND FOLLOW ALL NOTES [IN THIS DRAWING g p w D1p0RTANTww FIRNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V 'p Trusses requIr, extreme care In fabricating, handling, shipping, .Installing and bracing. Refers j fallow the latest edition BC (Building Component Safety and SBCA) for y I these functions. Installers shall provide temporary bracing per C c h shot[ provide a or practicespriorto .wise, top Unlessnotedotherwise, top chard shall have properly attached sheathing and bolt char 0 • roapermanentLatershallhaveaproperlyattachedrigidtelling. Locations shown for permanent lateral restraint S 1 V III l Illlll\Vv111111 shall have bracing Installed per BCS[ sections 113 J or et as applicable. Apply, plates Yo endY',' theoftrussandpositionnilshornaboveandontheJointDetdls, unless noted otherrise. e ^ e" we ' i III f_i Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation o A aerw 1 nee AN rTWNMPAW this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, sNpping, Installation L bracing of trusses. ewo-„ rwe' 13723\ Riverport\ Drive A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering eespanslblUty solely for the design shown The suitability Ityand use of th drnwlrp for Is the the Biding Designer ANSI/TPI I Sect. r t lA ON AIL 0 it 1{ Suite\ 200 any structure responsibility of per apt y9 Maryland\ Heights,\MO\63043 For no" Information see this Job's general notes page and these web sites- 2018 ALPINE- r wnlpinNtrconl TPI, www.tpinst.orgl SBCA- www.sbclndustry.orgi ICC, www.kcsafe.org Bracing Group Species and Grades) Group A; S ruce-Pine-Fir Hen -Fir 1 / # 2 Standard #2-- Stud k3 Stud1 1 #3 IStandnrd Dou las Fir -Larch Southern Pinewww 3 # 3 Stud Stud Standnrd Standard Group B; Hen - Fir 1 6 Btr 1 Dou las Fir -Larch Southern Plnewww 1 # 1 2 # 2 L. Braces shall be SRB (Stress -Rated Board). wwFor ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these gEades. Gable Truss Detail Notes; Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach ' L' braces with 10d (0,128'x3.0' min) nails. K For (1) 'L' brace. space nails at 2' o.c. In le' end zones and 4' o,c between zones. K ) KFor (2) 'L' braces- space nails at 3' o.c, In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of BOX of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Less than 4' 0' 2X3 Greater than 4'', but 3X4 MAX, TOT, LD, 60 PSF MAX, SPACING 24,0' l Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00. Or, 140 MPH Wind Speed, 30' Mean Height, Partlally-"Enclosed, Exposure C, Kzt = 1.00 Or. 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D,' Kzt = 1.00 nr. tan —I,, Wlr,ri cncu,J ter Nan.. L M+ o + r_-. — ,._.._, — S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace x 1) 2x4 'L' Brace x 2) 2x4 'L' Brace am 1)- 2x6 'L' Brace x 2) 2x6 'L' Brace Group A Group B Group A Group H Group A" Group B Group A Group B Group A Group B 1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11'.. 7' 12' 0' 13' 9' 14' 0' U S P F 3 3' 6' 5' 5' 5' 9' 7' 21" 7' 7' 8' 8' 91.11 11' 3' 11, 11" 13' 7' 14' 0' HF Stud 3' 6' 5' 4' 5' 8" 7'. 2" 7' 7' 8' 8' 9' l' 11' 2' 11' 11'. 13' 7' 14' 0' o .. Standard 3' 6' 4' 7' 4' 11' 6' °2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13'-1' 14' 0' 1 3' 10' 6' 4' 6' "7' 7' 6" 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11" 14' 0' J S P 2 3' 8' 6' 1" 6', 6' 7' St 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' 3 3' 7'. 4' 10' - 5' 2" 6" 5' 6' 11' ` 8' 9' 91 1' 10, 1' 10, 10' 13' 8' 14' 0' d cu D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' T. 9' 1' 10, 1' 10, 10" 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7" 5' 8' 6' 1' 7' 9' 8.' 3' 8' ill 9' 7' 12' 2' 13, 0" J r 1 / #2 4' E' 7' 2' 7', 5' 8' 5' 8' 9' 10, 1'. 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' S P I 3 4' 0' 6' 7' 7' 5' 8' 4' 81 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' U IH Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11" 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' O r Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' _ 12' 8' 1 14' 0' 1 14' 0' 1 4' 5' T 3' 7' 6" 8' 7' 8' Ill 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P 2 4' 2' 7' 2' 7' 5" 8' 5' 8' 9' 10' 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0" 3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' ' 10' 0' 10'' 5' 12''5" 13' 3' 14' 0' 14' 0' 0.1 D fr L Stud 4' 1' 5' 11' 6' 4' 7'. 11' 8' 5' 10, 0" 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' Ill 0' 11' 9" 14' 0' 14' 0' 0 1 / #2 4' 8' 7" 11' - 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F 3 4' 5' 7' 7' 8' 1,, 9' 2' 9' 6' 10, 11" 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LD U I LP Stud 4''5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11" - 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O I Standard 4' 5' 6' 6' 6' ll' 8' Be 9' 3' 10, 11' 11' 5' 13, 7' 14" 0' 14' 0' 14' 0' X 1 4' 10' 8' 0' 8=' 3' 9' 5'' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' d S P 2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1'- 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 6' 6' 10' 7' 3' 9' 1' 9" 7' 11' 0' Il' 6' 14' 0' 14' 0' 14' 0' 14' 0' I D F L Stud 4' 6' 6' 10' 7' 3' 9' "1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14'" 0' 14' 0' Standard 4' 5'" 6' 1' 6' S' 8' 1' 8' 7' 10' 11" 11' 5 1 12' 8' 13' 7' 14' 0' 14' 0' Diagonal brace optioni vertical length may be doubled when diagonal brace Is used. Connect diagonal brace for 690# at each end. Max web total length Is 14/ Vertical length shown In table above,. Truss 2x6 DF-L #2 or better diagonal bracer single or double cut as shown)`at upper, end. Brac ymmAbout) Connect diagonal at ' midpoint of vertical web. 41- "'Refer to chart A WARND(GI® READ AND FOLLDV ALL NOTES ON THIS DRAVINGI " wwDPQiTANTem FURNISH TNIS WAVING To ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care In fabricating, handing, shipping, Installing .and "bracing. - Refmj t F. 11ow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA' f s' practices prior to performing" these functions. Installers shot( provide 'temporory bracing p B Unless noted otherwise, top. chord shall have properly attached structural .sheathing and,b a shall ho a brp operty attached rigid ceiling: Locations shown for permanent lateral restrain of ALPshallhoacingInstlledperBCSIsectionsB3, B7 or B10, as applicable. Apply ptates to e I of truss and position as shown above and on the Joint Details unless noted otherwise. I` Refer to drawings I60A-Z for standard. plate positions. Alpine, a. division of ITV Building Components- Group Inc. shalt not be responsible for any'devintl ANRWWMFAid1' this drawing, any failure. to build the. truss In: conformance with ANSI/TPI 1, or for handling, shipi Installation i bracing of trusses.. :.. A seal an this drawing or cover page.,thildrg.this drawing, Indicates acceptance of professional 13723\ Riverport\ Drive engineering respornslblllty solely for the design sham The'sultabWty and use of this drewhg Suite\ 200 for any structure Is the responsibility of the Building Designer per-ANSI/TPI I Sect. Maryland\ Heights,\ MO\ 63043 , . for more Information see this ,Job's general notes page and these web sites. ALPINE. wwx.alpinNtw.comi TPI. www.tpinst.orgi SBCM w—sbcindustry.orgi ICC. wwwlccsaf..org Bracing Group Species and Grades, Group AI S nice-Pine-Flr Hen -Fir kl / # 2 IStandard 11 1 #2 1 Stud 3 1 Stud -1 1 #3 IStanclard Dou las Fir -Larch . Southern Plnew. 3 # 3 Stud Stud Standard Standard Group B: Hen - Fir 1 4 Btr 1 - Dou las Fir -Larch Southern Pinew.. 1 # 1 2 # 2 Ix4 Braces shall be SRB (Stress -Rated Board). For lx4 So. Pine use only .Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes) Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over. continuous bearing (5. psf. TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach ' L' braces with lOd (0.128'x3.0' min) nails. ilE For (1) 'L' brace. space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. K ) KFor (2) 'L' braces. space .nails at 3' o,c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 80% of web member length., Gable Vertical Plate Sizes Vertical Len tin No Splice Less than 4'-0' 2X4 Greater than 4' 0', but 4X4 less than 12' 0' Refer to -common truss design for peak,-: splice, and heel plates Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 pB DRWG A16030ENC10101A MAX. TOT, LD, 60 PSF WIN° ewo,,. w•"° . ,`" AL* MAX, SPACING 24,0' it Pjax Gable Stud Reinforcement Detail ASCE 7-1.01 180 mph Wind Speed, 15.' Mean Height, Enclosed; Exposure C, Kzt = 1.00 Or, 160 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 160 mph. Wind Speed, 15' Mean Height; Enclosed, Exposure D, Kzt = 1.00 Ori 140 mink I./Inn! Cncori 1S' mo w- ink+ Pnr+Inlly Fnrincnr! - Fvnnc . n vim+ - inn S 2x4 Brace Gable Vertical Spacing Species Grade No Braces I) 1x4 'L' Brace - 1)- 2x4 'L' Brace 2) 2x4 'L' Brace xw 1) 2x6 'L' Brace- 2) 2x6 'L' Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 6' 6' 0' 6' 3' 7' 1' 7' 4' 8' 5' 8' 9' 11' 1' 11' 7' 13' 3' 13' 9' 0) S P, F 3 3' 4' 5, 1' 5' 5'- 6, 9 • 7' 3' 8' 4' 8' 8' 10' 7' 11' 4' 13' 1 13' 7' U , HF Stud 3' 4' 5' 0' 5' 4' 6' A' 7' 2' 8' 4' 8' 8' 10, 6' 11' 3' 13' 1' 13' 7' O 3' 4' 4' 4' 4' 7' 5' 9' 6' 2' 7' 10' 8' 5' 9' 1" 9' 8' 12' 4' 13' 2' - 3'. 8' 6' 1' " 6' 4' 7' 2' 7' 5' 8' 6' 8' 10' 11' 3' 11' 8' 13' 4' 13' 11' J S P3" 6' 5' 9' 6' 2' 7' 1' 7' 4' 8' 5" 8' 9' 11; 1' 11' 7' 13' 3' 13' 9' EStandard 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8, 9• 91 61 10' 2' 12' il' 13' 8" ou r I3' D r L :3' 5' 4' 7' 4' 10' 6' 1' 6' 6' 8' 2' 8' 9' 9' 6' 10' 2' 12' 11' 13' .8' d 3' 1' 4' 0' 4' 3' 5' 4' 5' 9' 7' 3' 7' 91' 8' 5' 9' 0' 11' 5' 12' 3' U 4' 0' 6' 10'T 2' 8' `1' 8' S' 9'8'10, 1'12`, 9' 13' 3' "` 14' 0' 14' 0' SPP3' 10' 6' 2' 7' 2' 8' 0' 8' 4' 9' 7' 9' 11' 12' 7' 13, 1' 14' 0' 14' 0' ' U Stud 3' 10' 6' 2' 6' 7' 8' b' 8' 4' 9' 7' 9' 11' 12' 7' 13, 1' 14' 0' 14' 0' Qj O r Standard 3' 10' S' 4' 5' 8' 7' 1' 7' 7' 9' 7' 9' 11' - 11' 1' 11' 11': 14' 0' 14' 0' 1 4' 3' T 0' 7' 3' 8' 3' 8' 6' - 9' 9' 10' 2' 12' 11' 13' 5' 14' 0'' 14' 0' S P 2 4' 0' 6' 10' 7' 2' 8' 1' 8' 5' 9' B. 10, 1' 12'- 9' 13' 3' 14' 0' 14' 0' 3 3' 11' 5' 7' 5'" 11' 7' 5' 7' 11' 9' 7' 10' 0' 11' 8' 12' 6' 14' 0' 14' 0' QJ D rr L Stud 3' 11" 5' 7' 5' 11' 7' 5' 7' ll' 9' 7' 101_ 0' ` 11' 8' 12' 6' 14' 0' 14' 0' Standard 3' 9' 4' 11' - 5' 3' 6' 7' 7' 0' 8' 11' 9' 6' 10' 4' ill 1' 14' 0' 14' 0' 1 /, #2 4' 5' 7' 7', 7' 10' 6' li' - 9' 3' 9' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' SrPr 3 4' 3' 7' 2' 7' 7' 6' 10' 9' 2' 10' 6' 10, 11' 13' 10' 14' 0' 14' 0' 14' 0' U u P Stud 4'-3' 7' 1' 7' 7' 6' 10' 9' 2' 10' 6' 10, 11' 13' 10' 14' 0' 14' 0' ' 14' 0' O I Standard 4' 3' 6' 2' 6' 6' 6' 2' 8' 9' 10'' 6' 10, 11' 12, 10' 13' 9' 14' 0' 14' 0' X 1 4' 8' 7' 8" 7' 11' 9' 0' 9' 5' 10' 9' 11' 2' 14' 0' 14' 0" 14' 0' 14' 0' d S P 2 4' 5' 7' 7' 7' 10' 8' 11' 9' 3' 10' 6' 11' 1' 14' 0' 14' ''' 14' 0' 113' 4' 4' 6' 5' 6' 10' 8' 7' 9' 12' 10' 7' li' 0' 13' S' 14' 14' -0' rDr L Stud 4' 4' 6' 5' 6' 10', - 8' 7' 9' 12' 10' 71 11' 0' 13' 5' 14'-14' M 0' Standard 4' 3' 5' 8' 6' 1' 7' 7' 8' 1' 10' 3' 10' ll', 11' 11' 12' 14' 0' Truss Diagonal brace option, vertical length may be TI doubled when diagonal 1B' X brace Is used. Connect Ldiagonal .brace for 775# i L• at each end. Max web' Brace total length Is 14'. - I K )K 2x6-:DF.-L #2 or better diagonal r Vertical length shown bracei single B. In table above, or double cut ilE 45' as shown) at L 1 upper.end. Connect diagonal at midpoint of verticol webs. Refer to chart fib' WARNINGI READ AND FOLL13V ALL NOTES (IN THIS DRAWDIGI wwD1P[B2TAHTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE_ INSTALLER Trusses require extreme care. in fabricating, handling, shipping, Installing and bracing. Ref to follow the latest edition of SCSI <BuAding Component Safety Information, by TPI and SBCA) f k to these. functions. Installers INpracticespriorperformingshallprovidetemporarybracing Unless noted otherwise, top chord shall have properly attached. structural sheathing and b tam we shall have a properly attached rigld ceiling: Locations shown for permanent lateral restrain of. shall hove brnPing. Installed per BCSI sections B7 or B10, as applicable. Apply plates to. e N I I l LJ J theshownaboveandanthe Joint Details, unless noted otherwise. - < of truss and osit16 ZRefertodrawingsL60A-2 for standard plate positions - s RANW CONY MPAAlpine, a divlsion of ITV Building Components. Group Inc. shall not be responsible for any devia this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, ship . Installation 6 bracing of trusses. -. A . at on this drawing orcover page Usting this drawing, Indicates acceptance of professional 13723\ Riverport\ Drive engwneering responsblllty solely for the design shorn anus The suitability anduseofthisdrawing Suite\ 200 for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec2. Maryland\Heights,\MO\ 63043 For more Information see this Job'sgeneral notes page and these web sites, ALPINE www.alpineltw,coml TPD www.tpinst.org) SBCA, www.sbdndustry,orgi ICC, www.iccsafe.org ver h, Bracing Group Species and Grades, Group' Al - S ruce- Pine-Fir Hem -Fir kl / #2 Stnndnrd #2 1 Stud 3 Stud #3 Standard Dou ins Fir -Larch Southern Plnewww 3 #3 Stud Stud Stnndnrd Stnndnrd Group BI Hen -Fir 1 4 Btr 1 Dou (as Fir - Larch. " Southern Plneww 1 #1 2" #2 ix4 Bracesshall be SRB ( Stress -Rated Board). wwFor ix4 So. Pine use only Industrial 55 or Industrial 45Stress-Rated Boards. Group B values _may be used with these rndes. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 100 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 IOd ( 0.128'x3.0' min) nails. K For (1) 'L' brace, space nails at' 2' o.c. In IS' end zones and 4' o.c. between zones. 31(X(for (2) 'L' braces- space nails at .3' o.c. In IS' end zones and 6' c.c.. between zones. L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate' Sizes Vertical Len th No S lice Less :than. 4' 0' 2X3 Greater than 4' 01, but - 4X4 less than 10' 0' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB18015 DATE 10/01/14 DRWG A18015ENC101014 AX. TOT, LD, 60 PSF AX. SPACING 24.0' CLR Reinforcing Member Substitution T-Reinforcement This detail 1s ao be used when a Continuous Lateral Restraint (CLR) or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf, Appty to either side of web narrow face, Attach with 10d (0,128'x3,0',min) nalls at b' o,c, Reinforcing member is Notes a minimum 80% of web member lengtK This detall Is only applicable for changing the specifled CLR \ shown "on • single plysealed designs to T-reinforcement or L- reinforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative. 7 -elz For minimum alternative reinforcement, re -run design with appropriate reinforcement type, T- Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x400 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) Scab Reinforcement. Apply scab(s) to wide face of web, No more than (1) scab per face, Attach with 10d (0,128'x3,0',min) nails at- 6' o.c, Reinforcing member is a minimum 807 of . web member Length, Scab T- reinforcenent, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab onwide face of web, Apply (1) scab to each FF_ face ofweb, H. tc karelcsr e&I}, ` f vWARNDGew READ AND FOLLOW ALL NOTES DN THIS DRAWINGI $- w 0. ' S... T .,L ...PSF REF CLR SUb5`t. uDPORTAKTu FURNISHTHIS -DRAWING TO ALL CONTRACTORS DIIIUDING THE INSTALLERS.i ; 08 1 Trusses require extreme care Infabricating, hanaK , shipping, Installing and bracing. Refe to an + follow the latest edition of BCSI (Building Canpane't Safety Information, by TPI and SBCA>_f t # TC DL PSF DATE 10 01 14: - practices prior to performing these functions. .Installers shall provide temporary bracng p B I. a - . - Unless noted otherwise, top chord shall have properly attached' structural sheathing and ba on chol e BC DL PSF DRWG BRCL13SUB1014 ww shall haveaproperlyattachedrigidceiling. -Locations shorn for pernnment lateral restr•aht f webs; , shall have bd IngosI Installed per BCSI sections th J or Bet as unlessble.. Apply pin{es to an a of {russ and posRlon as shown above and an the Joint DetWls, unless no{ed otherwise,.. sv, as 1. y BC LL PSF uv Refer to drawings 16CA-2 for standard plate positions. 'tJ Alpine, a dIvslon of ITW Building Components GroupInc. shall not be responsible for. any n de vintlf AN R'1NCOMPANYthisdrnring; any fallure.to build them truss In conormancewith ANSI/TPI I, or for handling,, sWppl We,, i spa TOT, LD' PSF Installation. L bracing' af- trusses. A sent on this tlrnwing ar cover page listing this drawing, Yulcntes acceptance of professional 13723\Riverport\-Drive engYreering responsiblUty solely for the design sham The sultaWty end. use of this drawng y (-. t DUR-,. FAC, Suite\ 200 for any structure Is the respar llty of the &Adt ng Designer per ANSI/TPI I Sec Maryland\Heights.\MO\63043 For, more lnfornatlon see this Job's general notes page and these web- >sites. IttAL P SPACING ALPINE rww.alpineltw. comrTPI- www.tpinst,orgN SBCA- www. lndustry.orgN ICC. wwwJccsafe.org T Relnfoi Memk Go Tr Gabe Detail For Let -in Verticals Gable Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a te that covers the total area of lapped plates to span the web. 2X4 2X4 *-2 rrovicie connections for uptirt spearleci on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallsi 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) nails In the top and bottom chords. Toenailed Nails, 10d Common (0.148'x3',m1n) Toenails at 4' o.c, plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable 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, A14015ENCI01014, A16015ENCI01014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A 155V10011 1014 S11515ENC100815, S12015ENC100815, S14015ENC1008 S18015ENC100815, S20015ENCI00815, S20015END 6'/' P S11530ENC100815, S12030ENCI00815, S14030E 81 S18030ENC100815, S20030ENC100815, S20033 te8 S See appropriate Alpine gable detail for maxl$j Geelnf ced ga le a t}ta WARNING11- READ AND F(LLDV ALL NOTES w THIS DRAVINIA = . IMPORTANT- FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS n' w Trusses require extreme care In fabricating, handling, shipping, Installing nail brncing. Refer o and ! follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for fety practices prior to performing these functions. Installers shall provide temporary bracing per 1fr Unless noted otherwise, top chord shall have properly attached structural sheathing and bott shalt have a properly attached rigid Getting. Locations shown for permanent lateral restraint o I7 I shall have bracing Installed per BCSI sections 23, B7 or BIC, as applicable. Apply plates to each Q 11 1 L_J I I of truss and position ns shown above and on the Joint Details, unless noted otherwise. III ILI II Refer to drawings 160A-2 for standard plate positions. Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviatio AN ITw COMPANY this drawing, any failureto build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation 6 bracing of trusses. A sent on this drawing or cover page ((sting this drawing, Indicates acceptance of professional 13723\ Riverport\ Drive engineering responslYBty solely for the design shown The suitablUty and use of this drawing Suite\ 200 for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec2. Marylantl\ Heights,\ MO\ 63043 For more Informatlon see this Job's general notes page and these web sites. ALPINE, www.atpimeltw.comi TPI, www.tpinst.orgi SBCA, www.sbclndustry.org) ICO www.iccsafe.org T' Reinforcement Attachment Detall T' Reinforcing 'T' Reinforcing Member Member Toe- nall - Or - End -Hall To convert from 'L' to 'T' reinforcing members, multiply ' T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum ' T' Reinforced Gable Vertical Length 1. 30 x 8' 7' = 11' 2' T' Relnf. Mbr, Size T' Increase' 2x4 30 REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 5 '` MAX. TOT, LD, 60 PSF airliMtO g/ 2018 DUR. FAC. ANY MAX. SPACING 24.0' NAIL REINS RCEMENT FOR PLATE DETAIL This detail . may be used when the required number of connector teeth in a truss member exceeds the actual number of teeth in the given member. Nails may be driven through the connector plate(s) in truss members using the nail type specified below to Increase the lateral resistance of the connector plate(s) having a shortage of required effective teeth, Nail Type Duo -Fast CS157 1,5' x OA05' Smooth Shank Coil Nail Material Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-gage Wave i Nail replaces 2 teeth SG >= 0,42) Alpine 20-gage H 1 Nail replaces 2 teeth Alpine 18-gage S 1 Nail replaces 2 teeth Nail Type 0,131' x 1,5' Box or Gun . Nail Material SP, DF-L, HF, SPF SG >= 0.42) Connector Plates Alpine 20-gage Wave Alpine 20-gage H Alpine 18-gage S " Substitution 1 Nall replaces 3 teeth 1 Nail replaces 3 teeth 1 Nail replaces 3 teeth i Nails shall be driven through solid steel at a distance no closer that 1 inch to the joint line, Nails may also be driven through the tooth slots, but shall be located at the end of the slot farthest from the joint line, Use a maximum of 2 nails 'per square inch of plate area. Nails shall be driven through connector plate havingshortage of required effective teeth. Nails may be driven through connector plate on each face of joint if each plate has a shortage of required effective teeth, Nails shall be fully embedded into wood areas free of defects, This detail is applicable only on joints where the connector plate has been' offset no more than 1/2' from the design position shown on the truss design drawing, This detail is applicable for trusses with lumber oriented vertically' ( 2x-) and trusses with lumber oriented horizontally Qx2 and 4x2), Line t# ItitfttllTip`iihy / Typical Joint Configurations, This ,lj 's{ r Joint Configuration, This Detail Is Applicable Only On s .` Jtte e in'. tar Plate Has Been es OffsetNo. More Than 1/2' From .ebe gn Po i o 1 On The Truss Design Drawing, THISS ADD j " REF NAIL REINFORCEMENT mIPORTA„T" FURNISH AVIINGFTp ALLLCLONTRAACTORS INCLUDDINGINGI TTWINSTALLEx a p, Trusses: require extreme care In fabricating, handling, shipping, Installing and bracing. Ref to follow the latest edition of BCSI (Building Component Safety Information, by TPIi and' SBCA) f et practices prior to performing these functions. Installers shall provide temporary bracing Unless noted otherwise, top chord shall have properly attached structural sheathing and b tam chbd shall have a property attached rigid ceiling. Locations shorn for permanent lateral restrain of reb' have bracing Installed BCSI sections B3, B7 or BIG, Apply toe f a we DATE - 1O/O1/14 DRWG REPPLTNL1014 ffF77I I II d I I I IJ 1 1 ILI LIr F shall per as applicable. plates of of truss and position as shown above and on the Joint etMs, unless noted otherwise. r, i y II Refer to drawings 16OA-Z for standard plate positions. y Alpine, a division of ITV Building Components Group Inc shall not be responslble for any devia y . AN Il'1M COMPANY this drawing, my failure to build the truss In conformance with ANSI/TPI 1, or for handling, ship Installation 6 bracing of trusses. sef Ve ea+ s.+e+• ( w 13723\ Riverport\ Drive A l rever an thisdrawingorcopope (lstJng this drawling, indicates acceptance of professbnat' ef1l*M 1mg resp—lbltty solely for the design shorn The w ttablllty and use of this dra sbq 1.3 j' ON " Suite\ 200formstructureIs the responsibility of the Building Designer per ANSI/TPI 1 Sec2. y f A1,,, 1 1 Maryland\Heights,\MO\63043 For Hare information sce this Job's general notes page and these web sits.tf ALPINE. rrr.alpinNtw.canl TPL rww.tpinst.org) SBCA. w—sbcindustry.orpl IM wwwAccsafe.org t Gable Stud Reinforcement Detail for Stucco Cladding ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 mnh Wind Smeerl- 1S' Mcnn Hclnh+ Pnr+Inlly Fnrincorl. F—cu.-a n Ko+ = 1 nn S 2x4 Brace Gable Vertical Spacing Species .Grade No Braces 1) ix4 L' Brace ,s 1) 2x4 'L' Brace w 2) 2x4 'L' Brace ww 1) 2x6 'L' Brace m 2) 2x6 'L' Brace 11 Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 1 / #2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' 1' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 0 S P P 3 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' O H l— Stud 3' 2' 5' 8' 5' 10' 6' 8' 6' 11' 8' 0' 8' 4' 10' 6' 10' 11' 12' 6' 13' 0' r Standard 3' 2' 4' 11' 5' 3' 6' 7' 6' 11' 8' 0' 8' 4' 10' 4' 10' 11' 12' 6' 13' 0' 1 3' 6' 5' 10' 6' 0' 6' 10' 7' 1' 8' 2' 8' 6' 10' 9' 11' 2' 12' 9' 13' 3' I S P 2 3' 4' 5' 9' 5' 11' 6' 9' 7' 0' 8' i' 8' 5' 10' 7' 11' 0' 12' 8' 13' 2' 3 3' 3' " 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13 ' 1' ajDrrLStud3' 3' 5' 3' 5' 7' 6' 9' 7' 0' 8' 0' 8' 4' 10' 7' 11' 0' 12' 7' 13' 1' Standard 3' 2' 4' 7' 4' 11' 6' 2' 6' 7' 8' 0' 8' 4' 9' 8' 10' 4' 12' 6' 13' 0' U 1 / #2 3 10' 6'. 7' 6' 10' 7' 9' 8' 1' - 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' SPP33' 8' 6' 6' 6' 10' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U H P Stud 3' 8' 6' 6' 6' 8' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 6' 1' 6' 5' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' 1 S P 2 QJ D D P L Stud 5' 6' 7' 8' 0' 9' 7' 2' 7' 14' 0' 14' 0' Standard 3' 8' 5' 8' 6' 0' 7' 7' 11' 9' 9' 6' 11' 0' 6' 14' 0' 14' 0' 1 / # 2 ' 4' 3' 7' 3' 7' 6' 8' 6' 8' 10' 9' 3' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' d S P P 3 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 1 13' 9' 14' 0' 14' 0' U H F Stud 4' 0' 7' 1' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' Standard 4' 0' 7' 0' 7' 5' 8' 5' 8' 9' 10' 0' 10' 5' 13' 2' 13' 9' 14' 0' 14' 0' X 1 1 4' 5' 7' 4'- 7' 7' 8' 8' 9' 0' 1 10' 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' d S P 2 4' 3' 7' 3' 7' 6' 8' 6' 8' 10' 10' 2' 10' 7' 13' 11' 14' 0' 14' 0' 1I 3 4' 2' 7' 2' 7' 5' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' c` uI D P L Stud 4' 2' 1 7' 2' 7' 5' 1 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Standard 4' 0' 1 6' 6' 6' 11' I 8' S' 8' 9' 10' 0' 10' S' 13' 2' 13' 9' 14' 0' 14' 0' Diagonal brace optloni vertical length may be doubled when diagonal brace Is used. Connect diagonal brace for 600# at each end. Max web total length Is 14'. Vertical length shown In table above. 2x6 DF-L #2 or better dlagonol braces single or double cut as shown) at upper end. aymm About) rS 18' + L race I K) K r B' ) K I L 1 Connect dlagonol at midpoint of vertical web. Refer to chart < WARNDICdv READ AND FOLLOW ALL NOTES [IN THIS DRAWING IMPORTANT ww FURNM THIS DRAWING TO ALL CONTRACTORS INCLUDING THE DISTALLERS1 Trusses require ,extreme care In fabricating, handling, shipping, Installing and bracing. ReFer"t follow the latest edition of BCSI (Building Component Safety Information, a TPI and SBCA) fa practices prior to these functions. Installers shall provide temporary bracing p E wise, top Unlessnoted. otherwise, top chord shall have properly attached structural sheathing and be shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraNt B7 or Bill, as applicable. Apply plates to eo shallhavebrnclrgInstalledshow sections the aboveoftrussandposkionasshownaboveandantheJoint Details, unless noted otherwise. u v Refer to drnrings I60A-Z for standard plate positions. AN RTAT COMPANY At Ime, a division of ITV Building Components Group Inc. shall mot be responsible for any deviatl this drawing, any fallure to build the truss In conformance with ANSI/TPI 1, or for handling, ship Installation L bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional 13723\ Riverport\ Drive erglewering responsibility solely for the design shown The suitability and use of this drawig Suite\ 200 for any structure Is the responsibility of the Buldng Designer per ANSI/TPI 1 Sec2. Maryland\ Heights, \MO\63043 For more Information see this Job's general notes page and these web sit — ALP, NE, www.alpineitwson, TPI, www.tpinst.orp, SBC,4 www.sbcindustry.org, ICC-—.1—afe.org wW tAV ate,. Bracing Group Species and Grades, Group A, S ruce-Pine-Fir Hem -Fir 1 / # 2 Stnndard #2 Stud 3 Stud #3 Standnrd Dou las Fir -Larch Southern Plnewsw 3 - # St3 StududStandard Standard Group B1 Hem - Fir 1 6 Btr 1 Douglas Fir -Larch Southern Pinewww 1 # 1 2 # 2 1x4 Braces shall be SRB (Stress -Rated Board). For 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Hoards. Group B values may be used with these grades, Gable Truss Detail Notes, Wind Load deflection criterion Is L/360. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach ' L' braces with 10d (0.128'x3.0' min) malls. 31E For (1) 'L' brace, space malls at 2' o.c. In 18' end zones and 4' o.c. between zones. K ) Wor (2) 'L' braces, space molls at 3' o.c. In 18' end zones and 6' o.c. between zones. L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Vertical Length No Splice Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 8/3/15 DRWG S16015ENC100815 Less than 4' 0' 2X3 Greater than 4'', but 3X4 X, TOT, LD, 60 PSF X. SPACING 24.0' STRONGBACK BRIDGING REC MMENDATI NS BUTT STRONGBACK BRIDGING TOGETHER 4' 0. ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE: Details 1 and 2 are the preferred attachment methods ATTACH STRONGBACK TO WEB W/ 131 IOd COMMON O0.148'x3') NAILS OR 1 ( 4) 10d BOX/GUN O 28'x3.0') NAILS ram\ :, 2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0,128'x3.0'). NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON <0.148'x3.0') NAILS OR (4)10d BOX/GUN <0.128'x3.0') NAILS. O T EACH END, 0 STRONGBACK BRIDGING SPACING REQUIREMENTS Up to 10' None re ulred 10' to 20' 1 row (at center of ) to 30 2 rocs (I at each U3 ints) 30' to 40 3 rows Q at each U4points) Over 40' Space rows at 10 acpoints) All scab -on blocks shall be a Minimum 2x4 stress graded lumber,' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback bridging is to develop load sharing between individual trusses, resulting in an overall increase in the stiffness of the floor system, 2x6 strongback bridging, positioned as shown in details, is recommended at 10' -0' o,c, (max,) pow -The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably. 'Bracing' is an important structural requirement of any floor or roof system. Refer to the Truss Design Drawing JDD) for the bracing requirements for each individual truss component, 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration, In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps, The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information), V o o Ii Yqt•v- r r1lpr// P`f. ATTACH S TO BOTTT lg + STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES IsIMP RTANr--WARNING-- URN sHTHIS DRA%nNGF 0 DV ALL NOTES [IN THIS DRAVINQN1MNIRACTRtS (INCLUDING THE MTALLER r t) . 708 1 T C L L PSF REF STRONGBACK Trusses require extreme care In fabricating, handing, shipping, Installing and brocing. - ReP&I to rM fallow the latest edition of BCSI 03unding Conponent Safety Information, by TPI and SBCAI F t practices prior to performing these functlons. Installers shall .provide temporary bracing I. + unless no otherwise, top chord shall have property attached structural sheathing and ton chord shall have a attached rigid ceiling. Locations shown for lateral b7 w e r "` TC DL PSF BC DL PSF DATE 10%01/14 DRWG STRBRIBR1014properlypermanentrestralnof shall have bracing Installed per SCSI sections B3, B7 or B10, as applicable. Apply plates to In F e` p rg n 0 s a o of truss and position as shown above and on the Joint Details, unless noted otherwise. y + Refer to drawings 160A-Z for - BC LL PSF 1 standard plate positions. i Alpine, a ivision of ITV Busing Components Group Inc shall not be responsible for any tlevin es4 a TOT, LD, MI fIW COMPMWY this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for hnrdling, ship Installation t bracing of trusses. 4 ae e++ e•....,.... PSF 13723\Riverport\Drive A seal on this dwwYg or cover page Usthg this drawing, indicates acceptance of professlorhoI. lW'+erhg rvsponz6ltty solely Far the design shorn. The sultWAK and use of this drawing yO DUR, FAC, 1.00 Suite\200 Ma land\Hei his,1M0\63043ryg for any ztru Is the r..pa—lbllity of the Bulking Designer per ANSI/IPI 1 Sec2. For more Information see this Job's general notes page and these web sites, - ALPINE, rranlelneltr.coni TPI, .rr.tolnst.orar SBCA, wrw.sbchdustrv.oro, ICC, rrr.lccsnFe.ere Asti l.... , "Milo*SPACING m or Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better, valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, web, same species and grade or better, attached with 10d box 0,128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Attach each valley to every supporting truss with: Lateral Restraint applied at mid -length of web is permitted with diagonal 2) 16d box (0 135' x 3 5') nails toe-naeit d f bracing as shown in DRWG BRCLBANC1014. ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1,00 Or- ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, Top chord of truss beneath valley set must.be braced with: properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, Larger spans may be built as long as the vertical height does not exceed 14'-0', 2X4 4X4 3X4 12 J., Valle 12 1 Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip8-0-0 max Ift; Bottom Chord Bottom Chord End Detail Joint Detail Valley Valley 4X4 Toe -nailed / ss 12 o m n T u e j3 t 2 o, c. X3 11 S t 3 6-0-0 5X4/SPL ( Max Spacing) 2X4 Q t \9 1X3 oL yita++TtTSP IffpfPj acre on Trusses Partial Framing20-0-0 ++) y4• •wr Supporting trusses at 24' o,c, maximum spacing. '!' \( lk 24" o,c. Plan 3 « VARNnNG.. READ AND FULL13V ALL NOTES ON THIS DRAvtNa a a (j, TG L 30 30 40PSF REF VALLEY DETAILD4Fa2TANr.. FURNISH THIS DRAWING TO ALL CONTRACTURS D CLUDIIIG THE INSTALLERS. 2 B Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to Srd s folio. the latest edition of BLSI (Building Component Safety Information, by TPI and SBCA) for sn • i " DL 20 15 7PSF DATE 10/01/2014 practices prior to performing these functions. Installers shall provide temporary bracing per BC • ,'(`' Unless noted othmwise, top chord shall have properly attached structural sheathing and bottom and ; , • B DL 10 10 10 PSF DRWG VAL160101014shellhavenproperlyattachedrigidcelling. Locations shown for permanent latest restraint of s shall have bracing Installed per BLSI sections 33,. B7 or BIO, as applicable. Apply plates to each fa e d II II- JI Imo—, of truss and position as shorn above and on the Joint Details, unless noted otherNse, l y LL 0 0 0 P.SF III IIJ ILA Refer to drawings I 0A-2 for standard plate positions. ,^ '•A. Alpine, a dl- an of ITV Building Components Group Inc. shall not be responsible for any deviation Fr .,q, `. we 1 T, LD, 60 55 57PSFANRWNMPAWthisdrawing, my £allure to build the truss„ conformance with ANSI/TPI 1, or for handling, shipping, r ••.oww.,waw°eInstallation6bracingoftrusses. A W this drawFg or cover page Usting the drawing, Indicates acceptance of professional 13723\ Riverporh Dnve ferongYi ''rystructure is thesobs the onsbillty ofs •^ T the DiAding goe pery APM/TPI Iser '*'°•Iry g'°ji t+i „ '" ,° DUR.FAC.1,25/1.33 1.15 1.15 Suite\200 For more Information see this Job's general notes page and these web sites- j jWffl t0k4Maryland\Heights,\MO\63043 ALPINE, w r.alpineltw.comi TPBerww.tpinstorgi SBCA- www,sbcmdustry.org, ICG www.iccsafe.org SPACING 24.0' I VALLEY FRAMING & BRACING DETAIL R BC 1/2 of Lumber Size and Grade Minumum Requirements GENERAL NOTES Purlins required 2'-0" O.C. in absence of plywood sheathing. Trusses without sheathing applied must be evaluated accordingly. Purlins should overlap sheathing one truss spacing minimum. In cases that this is impractical, overlap sheathing a minimum of 6", and nail upwards through sheathing into purlin with a minimum of 8-8d (0.131"x2.5") common wire nails. Effects of not providing sheathing below a valley set must be evaluated by the building designer. This drawing applies to valleys with the following conditions: Spans (distance between heels) 40'-0" or less Maximum valley height: 14'-0" Maximum mean roof height: 30 feet ASCE 7-05, 140 mph, Enclosed, Cat II, Exp 8, 1=1.0, Kzt=1.0 Or A Maximum of ASCE 7-10, 180 mph, Enclosed, Exp D, Kzt=1.0 TRUSS TRUSS UNDER VALLEY FRAMING_ VALLEY RAFTER OR RIDGE CRIPPLE ripples 4'-0" for 30 psf (TL) and 20 psf (TD) Max. ce the crippes for each row starting from the valleys or sleepers working inward to the ridge board so that cripple locations are gered between rows. Typ) innection Requirement Notes 2x6 rafters to ridge 4 16d toe -nails Cripple to ridge 4 16d toe -nails Cripple to rafter 4 16d toe -nails 816d face -nails Rafter to sleeper or blocking 5 16d toe -nails Rafter to two 2x6 sleepers 4 16d toe -nails Sleeper to truss 4 16d toe -nails Two 2x6 sleepers to truss 3 16d toe -nails each sleeper & truss Ridge board to roof block 416d toe -nails Ridge board to truss 4 16d toe -nails Purlin to (Typ) 3 16d toe -nails Truss to blocking 4 16d toe -nails Truss to cripple 4 16d toe -nails Truss to cripple 416d toe -nails Cripple to purlin 3 16d toe -nails CRIPPLE, BRACING, &BLOCKING NOTES V ^VJ yI 13, Collar beam to rafter 416dtoe-nails NOTE: 16d (0.162"x3.5") COMMON NAILS 2x4 continuous lateral restraint (CLR) min. is required for cripples 5'-0" to 10'-0" Iong nailed w/ 2 -10d (0.148"x3") nails. Or 2x4 "T" or scab reinforcement nailed to flat edge of cripple with 10d J0.128"x1l)") nails at6" o.c: "T" or scab must be 90 % of cripple length. Cripples over 10'-0' long require two CLR's or both faces w/ "T" or scab. Use stress graded lumber & box or common nails. Narrow edge of cripple can face ridge or rafter, as long as the proper number of nails are installed into ridge board Install blocking under rafter if sleepers are not used. Install blocking under cripples if cripples fall between lower truss top chords and lateral bracing is not used. Apply all nailing in accordance to current NDS requirem Nails are common wire nails unless noted otherwise . ff4y4ir sr esr• f VARkDHiJa READ AND FlB117V ALL HMS ON TIDS DRAVDQ S dWMTAHTeaFLOaSHTHISDRAVDG. M ALL CWRACTURS DICLUDIG THE DitTNADtS:- Trusses nqub-e r.t— Corr In f b icathe, MM(kp, sHPPFq, InstaltYp and brccV+p RefeY r follow the latest edtlon of BCSI (&Ndkq Component Safety Infwmatlon,'by TPI and SBCA) fop r1 practices prior to perfornhg these functions, Installers shag provide tenpornry bradng per. ICSI. Unless noted ot* a else, top chord shot( have properly attacked structurcl sheathing and boOah d shall have a proPerly attached rlpld ce4k+g. Locations ,Fawn for perrorent lateral restralntyf. Q j7 r rt slap have and posh ion as s per BCSI sections the J or Det s, ukossbno Apply —I... to f I t\\V'11 - of truss snd position as shoes above and on thr Joint llrtals, unless noted otherrke, ra v Refm to dmwkVs 16OA-Z for standard plate positions. A( Pie, a iHslof ITV Bilking Components Group Inc. shoere not bespans6lrfor any devlotl13 AN RWOOMPANYanthis drorkq, any faAure to bold the truss In conformance with ANSI/TPI 1, w for h&ndlkq, shipping; kistnllatkxl L bradng of trusses, A seal on thisldroekp ar cover Poor Ilstklo this dmvino, kdcates acceptance of professlorat ferrpYesrt,p ry pornbLlH sde/Y drslPn shorn 7Frr siftoLtlty and use of this droeirg 13389 Lakefront Drive tr cW Istie of tir D-Adhg prslper prr ANSS/TpT 1 Sa<-2, EaM1h City. MO 63066 Fr more klformatlon see this Job's grneral notes ppangr and thew erb sites ALPDE. m Ipkelte.conl TPI, eee,tpkstorgt SBCM weesbdndustrtryar'al IM ewe.hlsnirorro STATE OF Q OR 10 e- r»..••• t N ram` S/ONAL- R A) ( B) (**) TC LL- 20 30 40 54 IREF VALLEY FRAMING TC DL 10 20 7 7 BC DL 0 0 0 0 BC LL 0 0 0 0 TOT. LD. 30 50 47 61 DUR. FAC. 1.25/1.15 SPACING SEE ABOVE DATE 10/ 01/14 DRWG VACNV1801015 t S'—a' 14'-4" 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 15'—R' I e—e THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGSAND TILE ROOF 8 D CCr y HEEL4- 3/1 " = - 0 PLUMB CU 12 " 3/ 4" SUBFLOOR TRUS' S HOD BACK..[4' Fpt PLYWOOD. \\ J\\- CING sp vo'RD L) c WALL HT. BASED ON 9'- 4" A.F.F. REFER TO a PACK FOR CONNECTION. TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING Labeled End Yak zf ATTENTION! HANGER CHARI REFER TO BCSI —B1 Truss w -t M set tNs my If Drone used. dti= HUS 26 (SIMPSON) Less is on exorpie, you truss nay not mtdl J L = THA 422 (SIMPSON) >r st aronr °°"elor Sets t LL tNs my' Totat Truss Quantity = 189. 01 General Notes 1) N paned shad betees. Bat tram and Rd d.- h— tM tap dyad patiady pdhded 9— b M imtded yawn dde W 2) AN gws to beSrnpm HU516 uime oBia u'ae nded. 3) Al ttm tgacig 'a 24' O.C. wd— Wreniee nded. 4) Par True Rob kutLde BC9-61 racorrnrardotim p— A X-W..q 0.0 M pb dda r w*h sparig 15' O.C. none the gxik to M raped' d a —ir— d 70' baheean -dr X- hr= tluoughdd the atuchm Remo rd. m BC9-1 f r any adStiw d Emig MAL ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 17 PSF BCLL = • PSF BCDL = 10 PSF DURATION = 1.25 XSF NAND SPD/TYPF 150 MPH ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II NAND IMPORTANCE FACTOR= 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2017 TPI 2014 Truss member deli i connector plates e desr ned for A 7-10 and ma -- forces from both components and claddmgs and main wind force resisting s3,9 s. These trusses have bern —ed to e— an additional 104 psf noncon urrent boJPSF load. FLOOR LOADING S TCLL = 40 TCDL = 10 BCDL = 5 TOTAL = 55 ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY O9'- 4 20'- 3/40 LOAD DESCRIPnON INrr. DATE ran ro ues. e rod Y/O/u w rEr vea no um .esr rr ata.n • rur vw tac .rY ewme m ro rwr w m. tun aeuzre rrx w r m rcc,t¢ v eronr to ¢ mar LOAD/ DESCRIPOON Mr. DATE CARPENTER C CONTRACTORS OF A M E R I C A 3900 AVENUE Ci N. W. WINTER HAVEN FLORIDA 33880 PHONEt ( 800) 959-8806 FAX- ( 863) 294-2488 BUILDER TAYLOR MORRISON PROJECT THORNBROOK MODEL 2582/A CCA PROJ/MODEL/ALT 9A6/ 9A7/258SE/258YA/258TA ALT DESC OTC : LOT : 281 BLOCK DESIGNER PAGE JJP i 1DATE12 16 10 N N33O071R 1A LE 4 "= 1' 1' PT 11/18/02 9:52 AY WA4& 9 RECORD COPS' City of Sanford Building and Fire Prevention Product Appro ecification Form Permit # - 2 26 Project Location Address: Anastacia- 468 Rocky Grove Ln, lot 281 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging herma Tru Swinging Ext. Door (front door) FL20461-R3 Sliding MI Windows Sliding Ext. Door (Standard SGD) FL15332.09 Sectional Windsor Garage Doors Sectional Ext. Door Dbl, single FL15080.R3 Roll U Automatic Other 2.Windows Single Hung MI Windows Single Hung window FL17676.2,9,16 Horizontal Slider Casement Double Hun Fixed MI Windows Frame Fixed Glass FL 18644.04 Awning Pass Through Projected Mullions MI Windows Mullions FL 18504.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3.Panel Walls Siding Soffits Alpha Aluminum, Inc. Soffits FL16544-R3 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4.Roofing Products Asphalt Shingles CertainTeed Shingles FL5444-R13 Underla merits Rhino Linings Corp Coatings FL21842-R1 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 Veht FL19567-R1 Other June 2014 a Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5.Shutters Accordion Bahama Colonial Roll up Equipment Other 6.Skylights Skylights Other 7. Structural Component Wood Connectors Anchors Truss Plates ITW Bldg Components Truss Plates FL1999-R6 Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Commercial Concrete Precast FL1774-R5 Insulation Forms Quality Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products HVAC Tie Down BMP International HVAC Tie Down FL14239-R4 Applicant's Signature Applicant's Name Please Print) June 2014 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100005 DATE: June 22, 2018 BUILDING APPLICATION #: 18-10000549 BUILDING PERMIT NUMBER: 1$-10000549 UNIT ADDRESS: ROCKY GROVE LANE 468 21-19-30.-510-0000-2810 1 TRAFFIC ZONE:.022 JURISDICTION: SEC: TWP: RNG: SUF:. PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME:TAYLOR MORRISON OF FL INC ADDRESS: 2600 LAKE LUCIEN DRIVE SUITE 350 MAITLAND FL 32751 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 468 ROCKY GROVE LANE / THORNBROOKE PHASE 4 / SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS=ARTERIALS CO -WIDE ORD Single Familyy Housing 705.00 1.000 awl unit 705.00 ROADS -COLLECTORS N/A Single,Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54,00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N./A 00 AMOUNT DUE 5,759..00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT.OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE//,RESCUE- LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERIKIT. PERSONS' ARE ALSO ADVISED THAT ANY RIGHTS OF'THE APPLICANT,_OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED.IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST. WITHIN"45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS'OF THE COUNTY LAND DEVELOPMENT CODE'. COPIES OF _RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. ( / THIS STATEMENT IS NO LONGER VALID I-F A BUILDING PERMIT IS -NOT \ ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE t!r— CE-OvEnH CITY OF SANFORD BUILDING & FIRE PREVENTION JUL 2 3 2018 PERMIT APPLICATION BY: - Application No: aL 2 L(c 4 Documented Construction Value: S Lo, 200 c, Jot) Address: 7(1(' v1x bfove, 1-listoric District: 1'es \o Parcel TD: IN ThnyK1& (]n1(_0_ Residential Z Cornmercial i TN- pe of Work: New © addition .alteration _Repair Demo Change of Use move Description of;«'ork: `-_1 1l ---I_ r 4't V%fr I" I 1" iF T 1 i t ', ` It hI `• 1 I (" 1 s I, I( (J : ) 11 Ilvf'. Plan l:evie«• Contact Pei -soil: - Phone: Fat: Email: Prop - arty Owner Information Name ( 1tT , m f G14-.____-- Phone: street: Cir. v, State Zip: Title: Resident of property' : Contractor Information r i i a i,lt' i >' r ,(` j Phcnc Fax; Li!',--I _-_•r: City. State p,. fate License No.: N: µr le street: City- C't, Zip: Doirdin,, Coinpan.y: Address: Architect/ Engineer Information Phone: Faz: E- mail: zNlortc,, a,e Lander: address: WARNING TO OWNER: YOUR FAILURE TO RECO1 .D A NOTICE OF CQ)IMENCEME\T \L11 RESULT IN 1 OU1z PAYING TWICE FOR UIt'ROVEMENFS TO YOUR PROPERTY. A ,NOTICE OF COMMENCEMENT MST BE RECORDED AND POSTED ON TF[E JOB SITE BI:FOIZE THE FIRST INSPECTION. IF YOU INTEND TO FINANCING. CONSULT \\' ITFI POUR LENDER OR AN ATTOR' EY BEFORE 1*\ECOPDFXG IOC-R NOTICE: OF CONUIENCEMENT. CaC.. •:_: !` CC? i:'. .i'C?S.. ... _ ._._._-...i!; .-- - in J! _.C'r ?, i-•._ Ll, L_.. _.. i__ 07:! n `m::. r.... t: nders::!r.d That cer:uate pertr.iI must bels:cm%, d fur elecz,ical \%.),-k. I.It!M1)k! « pouf;.' Iurnacvs. lioiler;, he .tens. tanks, and air conditioners, etc. FCC I it shall be iescri:,_il ?' ith the c ae of a ipli aticm and tht coc!e in cr _ct as V th; it clsr,e: Edi:icn 1?01 '! FfCr, i i:i L'uilc;i:t, Cod, t WDEE t.n addition to the requirements of this permit, Men may be additional restrictions applicable to lids Pmperrt' that mat- be round to the Public records of to Cotmy% and [here nny be add! 5na 1 parnis required fiord other Qovenmiental entides such as tt'ma nempmem districts, state ag nciev or federal agencies. k c:ptance of perrl i is t'e'rificathn that I will votifG the O',Ci:er of the property of Ow requ irernents of Florida Li?u Latt', FS 71 j• The City of Sanford inquires papnent of a plan rf i_w Fee m We We of pe mk submLtal..a coPy of the executed con[ract is re-quiredinord= to calculztc a plan review d qe and trill be considered t?;e estir m;t,a construction value of the jab at the tiro,- of subr-nitul. i he 2'Crual Construcoon smhe tt'!il be figured based on We Cumem !CC Wation TWO In eftecl a[ tE [!I3T [he p i it is issued. In accordance with local ordWance. ` hoWd Cal ulned chn2n :t_mwed Ofi Te eYaund comram encad We ama • - -,^';, . Credh v011 be applied to your fee when ' I Ci.:..G.e.:Ji: t'c'tlt!e. j. '0. pciiTll[ fees t'netl Ilie j.ernl!I I; IS+aeQ. OWNER'S AFFIDAVIT: I certify" that all of rile foregoing infarmadon is accurate and that all work witl be done in compliance Ath all applicable laws regulating c01lst1-UCti01 ar - ani\ng. of l0i:i3Ct ;; An OwnenAg=Ys Nam s*mrs-s.n®mvc q ,,g •^i1 STEPHANIE RALLO Commission # FF 175017 a Expires November 9, 2018 cndad Thru V tun Inewenw BOOJ45d018 cu,u am r `-••-- it [ -,•: •- 1-: - , rQ'tt? .u. ! [ . 0 i' (.ir P. t,1 .,. or Contra , _ r,i is Pe a Produced CD Type of fD i rocs_ c;d ID Tt tie of FD BELOW' IS FOR OFFICE USE ONLY Permits Required: Buildh ElillrjA Mechanical [] PI_nQWg[] Gay R,o= 0— Construction Type: Occupancy We: Flood Zone: UK Sq Ft of EId_: Alin. Occupancy Load New Construction: Electric - # of : nys Fire SpriNhAer Permit: Yes Nc, El = cf Hz -ads APPROVALS: ZONING: E G.F EERF G: CO)VIENTS: L.'TIL IT I -ES: of Stories: PIt ubin g - _ of Fistmis Fire Alarrin Pern; t: Ycs Fj \-o u W AS 1 E \VA T E ;: C__ ' FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00002261 Date 7/23/18 Application pin number . . . 123562 Property Address . . . . . . 468 ROCKY GROVE LN Parcel Number . . 21.19.30.510-0000-2810 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 352461 Application desc NOC ON FILE Owner Contractor TAYLOR MORRISON TAYLOR MORRISON 2600 LAKE LUCINE DR STE 350 MAITLAND FL 32751 407) 489-1475 Structure Information 000 000 ---------------- Construction Type . . . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 200.00 PLUMBING FIXTURES 22.00 NUMBER OF STORIES 2.00 SQUARE FOOTAGE 3247.00 Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Phone Access Code 1065721 Permit pin number 1065721 Sub Contractor STRADA ELECTRIC & SECURITY Permit Fee . . . . 60.00 Issue Date . . . . 7/23/18 Valuation . . . . 6200 Expiration Date . . 1/19/19 Qty Unit Charge Per Extension 150.00 .4000 AMP ELECTRICAL - NEW CONSTRUCTION 60.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrich@sanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 1284.00 02-CURB CUT/DRIVE - S/F 40.00 o FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: -PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. F. e_ UES.ProjectNo: 0110.1401008.0000UNOVERSALWorkorder. No: 9391856-3 ENGINEERING SCIENCES Report Date: 7/17/2018 Consultants In: Geotec.hnical Engineering - Environmental Sciences Geophysical Services •Construction Materials Testing - Threshold Inspection Building Inspection - Plan Review - Building Code Administration 4-5S532 Maggie Blvd; Orlando, 32811 P: 407.423.0594 F: 407.423.3106 l a In -Place Density Test Report Client: Taylor Morrison of Florida, Incorporated UES Technician: Sammie Edwards 2600 Lake Lucien Drive Suite 350 p"iiI Tested:' 07/1V2018Maitland, FL 32751 ZJ Project: Thornbrooke 40s & 50s, SF 1-16bs6"Eots . Various Lots, Sanford, Seminole County, FL 32771 Area Tested- 468 Rocky Grove Lane (Lot # 281) Material: Fill Reference Datum: 0 = Top of Fill 4 Type of Test: Field: ASTM D-2937 Drive Cylinder Method 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 Maximum Density Pcf) optimum Moisture Field Dry Density pc{) Field Moisture Soil Compaction Filli 1 11 De pth inch) Pass or Fail 11 North West Corner of Pad 0-1 ft 108.3 10.7 110.2 8.3 102 N/A Pas: 12 South West Corner of Pad 1-2 ft 108.3 10.7 109.0 9.1 101 N/A Pas! 13, South East Corner of Pad 1-2 ft 108.3 10.7 110.2 8.7 102 N/A Pas! 14 North East Corner of Pad 1-2 ft 108.3 10.7 108.4 8.1 100 N/A Pas! 15 Center of Pad 2-3 ft 108.3 10.7 111.3 7.5 103 N/A Pas! Remarks: At time of testing, footings had not been excavated. Ali tests were done inside of Pad Area. D,,kl;, and ---h— o11 T CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: _ V y Documented Construction Value: S S E7 Job Address: 16 ,c z ,Z / Historic District: Yes No Parcel ID: _ /'y l i x ;A_A,-,e a Residential Sf Commercial tl Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: NEW RESIDENTIAL PLUMBING Plan Review Contact Person: Phone: Fax: Email: Property Owner Information, Name%rk YY)1.i1 i' S 1 Street: City, State Zip: Ph Resident of property? : Contractor Information Name NORTHWEST PLUMBING OF ORLANDO Phone: (770) 941-5421 x;.12 rA Street; 6310 MABLETON PARKWAY, SUITE 1000 City, State Zip: MABLETON, GA 30126 Name: Street: City, St, Zip: Bonding Company: Address: Fax; (770) 941-9522 State License No.: CFC1426562 ArchltecVEngineer Information Phone: Fax: E-mail: — Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONIMENCEMENI` 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 WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated, I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Appliontion J 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. 6 Signature of OwnerlAgellt Date Signature of Contrae or/Agent to TONY MAHAIIFFEY Print OwnerlAgent's Name Print Contractor/Agent's Nam 6 w , Signature of Nola -State of Florida Date Signature of ' to -State of Florida ate / 8 rY rY 5555µpfI111Np11q/ 5 L L0 i','Ni.- S Owner/Agent is Personally Known to Me or Contractor/Agent is 1 Persona lf-Ftlllnm, Produced ID Type of ID Produced ID 'Type of ID BELOW IS FOR OFFICE USE ONLY-"I11111iml Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 201S Permit Application DESCRIPTION AS FURNISHED: Lot 281, THORNBROOKE PHASE 4, as recorded in Plat Book 87, Pages 70 thru 71, Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. LOT 282 LOT 313 REC. 112" I.R. NO 1. D. 5.00' 115 PC. 5, 00' LOT 314 AT 00014 '55 " W 40.00' LOT 1 281 19.80' 19.80' 19.80' 3.5'x7.0' AC PAD 15.7' 14.3' o COV O. o CONC. 14.3' nLV T TWO STORY RESIDENCE F.F.=23.90' 0 o COV'D. PORCH 8.7' 0 of BRICK WALK 21.3' 16, BRICK DR. I 25. 220' 25.20' 0.6' I 10' UTIL. ESMT; 0.6 REC. NAIL 5' CONC. WALK IN WALK B.B.) N 00014' 55" W 40.00' LOT 315 REC. 1/2" I,R. 4596 r. 5.00' 5.00' 0 O rnti 00 5.00, S Roc,y R)T # I ( - ,2.z6, r ry1'. 194.30' REC. NAIL (PC) IN WALK 1G,0 1G O tJ R 0 CKY GR 0 VE' LANE 50' R/W) TRACT I UTILITY & ACCESS R/W01,111 0 PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS BUILDING SETBACKS: V PROPOSED DRAINAGE FLOW FRONT = 25' LOT GRADINGTYPE A t REAR = 15' PROPOSED F.F. PER PLANS = 23.9' ++ SIDE = 5.0' SIDE CORNER = 10' PROPOSED GRADE PER CONSTRUCTION PLAN ++ CR USEiVNEYT'R - SCO TT & A SAS'O C. , INC. - LAND SURVEYORS LEGEND — LEGEND — P = PLAT P.OL 5400 E. COLONIAL DR. ORL4NDO, `FL. 32807 (407)-277-3232 FAX (407)-658-1436 POINTONLINEF FIELD TYP. = TYPICAL NOTES: IP. = IRON PIPE PR,C. = POINT OF REVERSE CURVATURE 1, THE UNDERSIGNED DOES HEREBY CERTIFY TH4T THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF IR, IRON ROD P.C.C. POINT OF COMPOUND CURVATURE L. M. ;CONCRETE MONUMENT RAD. =RADIAL PROFESSIONAL SURVEYORS"AND!MAPPENS 'IN CHAPTER 5J-17 FLORIDA ADMIN/STRATNE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SET I.R. = IEZ• I.R. r/pLB 4596 N.R. NON —RADIAL 2. UNLESS .EMBOSSED WITH'. SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAL, —THIS SURVEY MAP. OR COPIES ARE NOT VALID. REC. • RECOVERED • WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS POINT AL = E - P.D.B. F BEGINNING CCALL. CALCULATEDOR EASEMENTS THAT AFFECT -THIS PROPERTY. P.D. C. POINT O OF COMMENCEMENTPRxPERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND IMPROVEMENTS,HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. t = CENTERLINE FF, FINISHED FLOOR.ELEVATION 5. THIS SURVEY IS PREPARED FOR. THE SOLE BE14EFTF OF. THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY, N&D NAIL & DISK BSI, BUILDING .SETBACK. LINE WAY BR: = BENCHMARK R/WESM RIGHTEASEMENT6. DIMENSIONS SHOWN F6'R THE LO(ADCN OF IMPROVEMENTS., HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. = EASEMENT BB. BASE BEARING 7. BEARINGS, ARE &ESEC'ASSUMEO OAIVA' AND ON THE -LINE SHOWN AS BASE BEARING B.B. i I ' DRAIN. • DRAINAGE B. ELEVATIONS, IF.SHOWN, ARE BASED ON N^117011AL GEODETIC 'DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL, = UTILITY 9. CERTInCAiC OF AUTHOWZATION Ni. 4596. - CL.FC. _ CHAIN LINK FENCE VD.FC. = VDOD FENCE r - C/B = CONCRETE BLOCK I P.C.. PONTOFCURVATURESOLE - 1 2O' DRAWN BY: P.T. PONT. OF TANGENCY DESC. DESCRIPTION DATE CERTIFIED BY:' -. __ _ __ . ORDERN0. R - = RADIUS L = ARC LENGTH PLOT PLAN 05-03-2018 - 2779— 18 n = CHORD FORMBOARD FOUNDATION/ELEVS, 07-13-2018 4567-18 C.H. -CHORD BEARING NORTH FINAL/ELEVS. 11- 08-2018 7527-18 c THIS BUILDING/PROPERTY DOES. NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM' TOM X. GRUSE:MEYER, R.L.S. 4714 ZONE "X' MAP j 12117C 0055 F JAMES W. SCOTT, ;R.L.S 4 48G1"