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HomeMy WebLinkAbout2 GEDRIM PL SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNEMCUT *****FOR C OF O***** ADDRESS G����M PIa� LQT/UNIT# / 3 Reviewed by 3> (Engineering) CONTACT/DEV /►'l a„nari„e 8 .1s -):NC Date Reviewed PH#_ 7o5's" Reviewed by.�(Planning) Date Submitted Date Reviewed led Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved / building permit plan 3. Site work;i.e.trees,shrubs, / dumpsters,required paridng 4. Utility location; a. sanitary sewer/septic systems b. foundation drain C. electrical&telephone - d. water —�� e. eta-6! 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: C A 1 t Z-17 c Nt e� -in b� Se+ s/ergineering/molloy/site compliance dwK ist 11/1/21,2:58 PM `O'M N S f1 Town of South Windsor Building Department 4 �'%Ijsok y O' Building Permit: BLDP-21-765 APPLICANT NAME: Richard Mannarino EMAIL ADDRESS: rick@mannarinobuilders.com ADDRESS:400 Chapel Road Unit 3F South Windsor , connecticut 06074 LOCATION ADDRESS: 2 GEDRIM PL South Windsor CT6074 OWNER: Mannarino Builders Inc 400 Chapel Road South Windsor Connecticut 06074 DESCRIPTION OF WORK: 4 BATH,4 BEDROOM, NEW RESIDENTIAL HOME,3528 SQUARE FEET W November 1, 2021 BUILDING OFFICIAL DATE SIGNED -ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT- PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL"' 1/1 REScheck Software Version 4.7.0 Compliance Certificate SCANNED Project New Residence for Lot 13 Gedrim Place Energy Code: 2015 IECC RECEIVED Location: South Windsor, Connecticut Construction Type: Single-family OCT 0 5 2021 Project Type: New Construction Conditioned Floor Area: 3,528 ft2 ioutfi Wmdsm 8tdldnp Dept Glazing Area 15% Climate Zone: 5 (6155 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Lot 13-#2 Gedrim Place Mannarino Builders, Inc.. K.O. Home Design, LLC. South Windsor, CT 06074 South Windsor, CT Ellington, CT 06029 860-930-7075 keith@kohomedesign.com Compliance: Passes using LIA trade-off Compliance: 6.4%Better Than Code Maximum UA: 500 Your UA: 468 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1,754 30.0 0.0 0.033 58 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 483 30.0 0.0 0.033 16 Floor 3:All-Wood Joist/Truss:Over Outside Air 43 30.0 0.0 0.033 1 Front: Wood Frame, 16"D.C. 1,049 21.0 0.0 0.057 43 Dining Room: Vinyl Frame:Double Pane with Low-E 56 0.300 17 Living Room: Vinyl Frame:Double Pane with Low-E 56 0.300 17 Walk-In Closet:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 Bedroom #2: Vinyl Frame:Double Pane with Low-E 31 0.300 9 Foyer: Vinyl/Fiberglass Frame:Double Pane with Low-E 33 0.300 10 Bedroom *3: Vinyl/Fiberglass Frame:Double Pane with Low-E 31 0.300 9 Foyer Sidelites&Transom:Vinyl/Fiberglass Frame:Double Pane with Low-E 22 0.300 7 Foyer: Solid 22 0.300 7 Mudroom: Solid 20 0.300 6 Left: Wood Frame, 16"D.C. 684 21.0 0.0 0.057 38 Master Bath:Vinyl/Fiberglass Frame:Double Pane with Low-E 16 0.300 5 Mudroom:Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.300 2 Project Title: New Residence for Lot 13 Gedrim Place Report date: 10/01/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 13 Gedrim Place - South Windsor.rck Page 1 of10 t • � r� rat. tY"'3= � Y � ��a� �. � �� Gross Area Cavity Cont. Perimeter Right:Wood Frame, 16"o.c. 684 21.0 0.0 0,057 38 1st Floor Full Bath: Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.300 2 2nd Floor Full Bath: Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.300 2 Back: Wood Frame, 16"o.c. 1,143 21.0 0.0 0.057 50 Den:Vinyl Frame:Double Pane with Low-E 31 0.300 9 Great Room: Vinyl/Fiberglass Frame:Double Pane with Low-E 65 0.300 20 Dinette:Vinyl Frame:Double Pane with Low-E 30 0.300 9 Kitchen:Vinyl Frame:Double Pane with Low-E 14 0.300 4 Bedroom #4: Vinyl Frame:Double Pane with Low-E 31 0.300 9 Laundry Room:Vinyl Frame:Double Pane with Low-E 7 0.300 2 Master Bedroom:Vinyl Frame:Double Pane with Low-E 47 0.300 14 Dinette:Glass 35 0.300 11 Ceiling 1: Flat Ceiling or Scissor Truss 2,146 0.0 49.0 0.020 43 Ceiling 2: Cathedral Ceiling 137 30.0 0.0 0.034 5 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in RES/check Version 4.7.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. /T ,,M e S�xxL l /a ,Y t l Name-Title Signature Date Project Title: New Residence for Lot 13 Gedrim Place Report date: 10/01/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 13 Gedrim Place - South Windsor.rck Page 2 of10 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 Door 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments REScheck Software Version 4.7.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the .0 building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. L [--]Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: a Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: ' 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Residence for Lot 13 Gedrim Place Report date: 10/01/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 13 Gedrim Place -South Windsor.rck Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 ;A protective covering is installed to :❑Complies ;Exception: Requirement is not applicable. IF01112 I protect exposed exterior insulation ;❑Does Not I extends a minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. IF012]2 . I installed. ;❑Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Residence for Lot 13 Gedrim Place Report date: 10/01/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 13 Gedrim Place-South Windsor.rck Page 4 of10 Section Plans Verified Field Verified # Framing / Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.lD; 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. [:]Not Observable _ ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [ER1612 sealed at housing/interior finish ❑Does Not and labeled to indicate 152.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where< 3 inches. Supply and [-]Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R ❑Complies Requirement will be met. [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to 2tR- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC `❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable JNot Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. (FR18)2 :;,.R-3. ❑Does Not + ❑Not Observable ]Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR191?, installed on all outdoor air []Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 11 High Impact (Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Residence for Lot 13 Gedrim Place Report date: 10/01/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 13 Gedrim Place - South Windsor.rck Page 5 of10 Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Residence for Lot 13 Gedrim Place Report date: 10/O1/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 13 Gedrim Place-South Windsor.rck Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not &� provided. ❑Not Observable 000"WEINot Applicable 402.1.1, Floor insulation R-value. R R- ❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall [IN3]1 exterior,the exterior insulation Mass ❑ Mass ❑Not Observable requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable _ ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Residence for Lot 13 Gedrim Place Report date: 10/01/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 13 Gedrim Place - South Windsor.rck Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [Fill' ❑Not Applicable 303.1.1.1, 'Ceiling insulation installed per ❑Complies :Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every [-]Not ft2. Not Observable " ❑Not Applicable 402.2.3 Vented attics with air permeable � g3 �� � � � �G''❑Complies Requirement will be met. sk� 4� � r [F122]2 baffle insulation include adjacent � �❑Does Not to soffit and eave vents that �� � ��� extends over insulation. .�r � � ; � � �� �� ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 []Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 []Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 !Air handler leakage designated _ ❑Complies Requirement will be met. [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 71 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [F1912 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable _ code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable iE]Not Applicable 403.5.1 Circulating service hot water [ Complies Exception: Requirement is [FlJ1]2 systems have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 1medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Residence for Lot 13 Gedrim Place Report date: 10/01/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 13 Gedrim Place - South Windsor.rck Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Exception: Requirement is [FI26]2 through one-or two-pipe heating E]Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies Exception: Requirement is [F128]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies Exception: Requirement is [F130]2 have recirculation pumps that ❑Does Not not applicable. pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1044F. 403.5.4 Drain water heat recovery units ❑Complies Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies Requirement will be met. [FI6]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met. IF12313 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Residence for Lot 13 Gedrim Place Report date: 10/01/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 13 Gedrim Place - South Windsor.rck Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Residence for Lot 13 Gedrim Place Report date: 10/01/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 13 Gedrim Place- South Windsor.rck Page 10 of10 EWP Studio Client Date: 10/1/21 Page 1 of 20 Simpson Strong-Tie® Project: Input by: Keith Owens Component Solutions"m Address: Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: B1 2.0E Rigidlam LVL 1.750" X 11.875" 3-Ply - PASSED Level:Level 5 III I II IIIII IIII ! 4 t 7 F { 8/ 4F R9t{<R 4t A i17i Hit $, f 3 ¢ ifftx I I I I I I I 1 1 Illlll I I Illdlil I II Ilil I I3 I I IIIIII'I Ilillllll I 1 7/8" 1 D.Fir 2 Steel 3 Steel ri 4 Steel 5 D.Fir 7'9" 7'4" 5'6" 10'3" 5 1/4" 30'10" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 4768 1540 0(-18) 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 13262 4337 109 0 0 Deflection LL: 480 Load Sharing: Yes 3 Vertical 7045 2083 0(-610) 0 0 Deflection TL: 240 Deck: Not Checked 4 Vertical 16805 6520 2167 0 0 Importance: Normal-II 5 Vertical 4653 2007 1245 0 0 Temperature: Temp<=100"F Bearings Bearing Length Dir. Cap. Read D/L lb Total Ld.Case Ld.Comb. 1-D.Fir 4.500" Vert 47% 1540/5364 6904 L_L_ D+L 2-Steel 6.000" Vert 76% 4337/13718 18055 LL_L D+L Analysis Results 3-Steel 6.000" Vert 57% 2083/11306 13389 LL D+L(D+L) Analysis Actual Location Allowed Capacity Comb. Case (-2178) Neg Moment-17656 ftab 207" 33194114b 0.532(53%)D+L L LL 4-Steel 7.000" Vert 89% 6520/17933 24453 L LL D+L Unbraced -17656 ftab 207" 17676 It-lb 0.999 D+L L_LL 5-D.Fir 4.500" Vert 46% 2007/4846 6853 L_L D+L (100%) Pos Moment 15500 ft-lb 26'1/16" 33194 ft-lb 0.467(47%)D+L _L_L Unbraced 15500114b 26'1/16" 15522 ft4b 0.999 D+L _L_L (100%) Shear 8853lb 21'10 3/8" 12053 Ib 0.734(73%)D+L L_LL LL Defl inch 0.122(U979) 25'9 3/4" 0.248(U480) 0.490(49%)L _L_L TL Defl inch 0.166(U720) 25'10 3/16" 0.497(U240) 0.333(33%)D+L _L_L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. b Tledown connection required at bearing 3 for uplift 2178 Ib(Combination D+L,Load Case L_L). 6 Top must be laterally braced at a maximum of 8'9 1/2"o.c. 7 Bottom must be laterally braced at a maximum of T4 5/8"o.c. 8 Lateral slenderness ratio based on single ply width. Notes drenkak 9.For flat rots provide proper draaage to poem Manufacturer Into Calculated structured Designs Is responubla only of the Handling&Installation pOnd'rg Roseburg Forest Products structud adequacy of the component based on the 1.LVL be.,must not be cut or dr led 4500 Riddle By-pass Rd d.gn cntens and loadings shown. It rs the 2.Refer to manutacturees product information respons-mv of the customer andlor the contractor to regard" installation requeemams. mu"Iy Riddle,OR 97469 ensure the component aueabiMy of One Intended fastemig detwit.beam atrength values.and ode (541)784-4005 appketion,and to vsmy the dimensions and loads, approvals www.rosoburg.com Lumber 3.Damaged beams must not be used APA:PRa.289,PR-L270.ICC-ES: 1.Dry servrw..deans,unless noted oft. 4.DMgn assumes top edge a lateraly restnned s.PrwMe lateral support at beanng pants to awls ESR-1210 2 LA not to a seated way Am rebmam or.rrosM lateral daplacemem and rotation This design is valid until 5/24/24 EWP Studio Version 21.32.340 Powered by iStruct-Dataset:21042601.3993 I'� EWP Studio Client Date: 10/1/21 Page 2 of 20 Simpson Strong-Tie® Project: Input by: Keith Owens Component Solutions- Address: Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: B1 2.0E Rigidlam LVL 1.750" X 11.875" 3-Ply - PASSED Level:Level 5 ! 2 =1 I I I I I I i I I I I I I I 111111 4 4 I tt 3 MMMM �.s�.s���•o-+ ;..w�.;t.+,�oc x'.,_�. 'r-.%wnF.. ^� .. .,.ew,..n� ,u „s..�.-,..rwwNs„�.�,zrrn`r�+a..�,a�'*x ,.�:..�Y,.�,•,�.av'rw.i„e .., "' s..»;;` - 9 1 D.Fir 2 Steel 3 Steel 4 Steel 5 D.Fir 7'9" 7,4" 5'6" 11101" �5 1/4" 30'10" ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 15-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part Uniform D-D-0 to 26-8-0 15-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Uniform 15-0-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF 4 Uniform Top 20 PLF 0 PLF 0 PLF 0 PLF 0 PLF 5 Part Uniform 20-6-0 to 30-10-0 8-0-0 Top 10 PSF 0 PSF 35 PSF 0 PSF 0 PSF 6 Point 20-6-0 Top 12871b 2781 lb 0 lb 0 lb 0 lb B5 Brg 2 Bearing Length 0-5-4 Self Weight 16 PLF Notes chemicals 6.For gat roofs provide proper dromage to prevent Manufacturer Info Cakulated 81rual—d D..gns is rasponsiow only of the Handling R Installation pond'ng Roseburg Forest Products saurwnM ad"Mq of his WMPoM't owed on Ere 1,U peens must not wan or dreed 4500 Riddle By-pass Rd 6-.gn esters and loadags shown. N ls the 2.Refer to msnufacturses product information respond"of the an omsr and/or the connecter to reprdmg i staaabon repueamanls, raApy Riddle,OR 97469 *roan ter awrponent wdabety of ter Intended f stenrp d.%,K b...strength-k..,and .des (541)7844005 epp lwewn.end to vwdy the d manimwo and beds. approvals www.roseburg.com Lumber ].Damaged Beams must not w used APA:PR1289,PR1270,ICC-ES: 1.Dry seMa condtluns,unless noted othanvse 1.Dssgn eswmes top edge Is laterally restrained 2 WL not to w waled with Ilse retardant or wrrasrve 8.Prom*Marts"Pport al beans paMa to avoid ESR-1210 Wenl dsplscensm and rotwon This design is valid until 5/24/24 EWP Studio Version 21.32.340 Powered by iStructTM Dataset:21042601.3993 EWP Studio Client: Date: 1011/21 Page 3 of 20 Simpson Strong-Tie® Project: Input by: Keith Owens Component Solutions"m Address. Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Callas South Windsor,CT 06074 Project#: B2 2.0E Rigidlam LVL 1.750" X 9.500" 2-Ply - PASSED Level:Level �. --- — 3 ---- 1 ,M f9 Rase�9 Ro u. x 91 " 1 D.Fir 2 Ste I 3 Steel 57' H3 1/2" 11'ti" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 Vertical 3198 1039 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 8112 2635 0 0 0 Deflection LL: 480 Load Sharing: No 3 Vertical 2204 716 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal-II Temperature: Temp<=100'F Bearings Bearing Length Dir. Cap. Read D/L lb Total Ld.Case Ld.Comb. 1-D.Fir 4.500" Vert 46% 1039/3445 4484 L_ D+L 2-Steel 4.000" Vert 94% 2635/8112 10747 LL D+L Analysis Results 3-Steel 4.000" Vert 34% 716/2836 3552 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment-6131 ft4b 6'6" 14003 ft4b 0.438(44%) D+L LL Unbraced -6131 ft4b 6'6" 6968 ft-lb 0.880(88%) D+L LL Pos Moment 5225 ft4b 2'11 1/16" 14003 ft-lb 0.373(37%) D+L L_ Unbraced 5225 ft4b 2'11 1/16" 6968 ft4b 0.750(75%) D+L L Shear 4275lb 56 1/2" 6428 lb 0.665(67%) D+L LL LL Defl inch 0.051(L/1454) 3'2 1/2" 0.155(L/480) 0.330(33%) L L_ TL Dell inch 0.064(L/1166) 3-2 1/8" 0.309(L/240) 0.206(21%) D+L L_ Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at end bearings. 6 Bottom must be laterally braced at end bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 11-7-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 11-7-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Uniform 11-7-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF 4 Uniform Top 20 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 9 PLF Notes cnerrvcals 6. For fiat roofs provide props drainage to prevent Manufacturer Info calculated structured oteogns a fesponsitle dray or the Handling a Installation p0nd'ng Roseburg Forest Products structural adequacy of this°ongonant build on the 1.LvL beanie must not be cut or drilled 4500 Riddle Bypass Rd dealgn criteria and lcus" an—. it l this g.Refer to msnufa Curers product informsoon reeponsibey of"customer snlfor U*contractor to regarding installation requnernnds. my-Ply Riddle,OR 97469 answe the component suitability of the "ended neatening detail,beam afterign,values,and code (541)784r3005 appicabon,and to ven+ty the Mmamlms and lows. approvalswww.roseburg.com Lumber 3.Damaged Beams moat not be used APA PR-1-289,PR-1-270,ICC-ES: 1.Dry service conditions,unless noted&her", a.Design assumes top edge is laterally restrained E SR-1210 I. LVL not to b•treated with fire retardant or corrosive6.Provide lateral support at bearing points to avoid lateral displacement and rotation This design is valid until 5124124 EWP Studio Version 21.32.340 Powered by iStructn'Dataset:21042601.3993 ® EWP Studio Client: Date: 10/1/21 Page 4 of 20 Simpson Strong-Tie(E) Project: Input by: Keith Owens Component SolutionSTM" Address: Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: B3 2.0E Rigidlam LVL 1.750" X 9.500" 2-Ply - PASSED Level:Level Efl I I I I I 2 { 5 61 7 3 dRodebu'0 .w tbeawaH_ x�nR,e `_ 4Woeeixt� _ "^ tfgoaehtrp"'. t �„rry✓w+M.wPetGw..xa.sww^W�"�" T 1 D.Fir 2 Steel 3 D.Fir 12'3" H3 1/2" 18 Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 Vertical 3033 852 0(-86) 0 0 Moisture Condition: Dry Building Code: IBCARC 2015 2 Vertical 12420 4876 314 0 0 Deflection LL: 480 Load Sharing: No 3 Vertical 1524 521 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal-II Temperature: Temp c=100°F Bearings Bearing Length Dir. Cap. Read D/L lb Total Ld.Case Ld.Comb. 1-D.Fir 4.500" Vert 47% 85213753 4605 L_ D+L 2-Steel 8.000" Vert 82% 4876/12420 17296 LL D+L Analysis Results 3-D.Fir 4.500" Vert 22% 521/1682 2203 L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment-7734 ft-lb 5'9" 14003 ft-lb 0.552(55%)D+L LL Unbraced -7734 ft-lb 57 7740 ft-lb 0.999 D+L LL (100%) Pos Moment 6250 ftab 3'10" 14003 ft-lb 0.446(45%)D+L L_ Unbraced 6250 ft4b 3'10" 6253 ft-lb 1.000 D+L L_ (100%) Shear 5842lb 47 1/2" 6428 lb 0.909(91%) D+L LL LL Dell inch 0.174(L/825) 12'2 3/4" 0.298(L/480) 0.582(58%) L L TL Defl inch 0.215(L/667) 12'3 7/8" 0.597(L/240) 0.360(36%)D+L L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 12'5 7/8"o.c. 6 Bottom must be laterally braced at a maximum of 9'8 7/16"o.c. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 8-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part Uniform 0-0-0 to 5-9-0 8-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Uniform Top 20 PLF 0 PLF 0 PLF 0 PLF 0 PLF Continued on page 2... Notes ohemcala S.For pt roofs provide proper drainage to preverd Manufacturer Info calculated Sbudured Designs.responsible only of the Handling 3 Installation pOnddng Roseburg Forest Products abucturr sdayuacy of me Congonerrt basso on tlN 1,LVL b,ama nust not be ad or dnbd 4500 Riddle By-pass Rd design on.na and badmgs shown. e . tat 2.Refer to --f-lu ers product Informs9on responalb"of ew customer and/or the an"dor to w r,yard, Installabon requirement, multiply Riddle,OR 97469 ansure Ne component wbb#dy of the haended fastening dated.,beam*-no values.and oode (541)7844005 apdKabon.and to venly 1M ddmewans add bads. approvals www.roseburg.com Lumber 3.Danaged Beams must not be used APA:PR-1-289,PR-L270,ICC-ES: 1.Dry sarom condboons,unless noted dMrwlse a Desyn assumes top edge a laterally restrained 2 LA not to lea traalsd wM first rabrdaat or oorrosrw s.Prowde lateralwppat at bearing pan.to avoid ESR-1210 lateral daptaamem and fotabon This design is valid until 524124 EWP Studio Version 21.32.340 Powered by iStrucff Dataset:21042601.3993 EWP Studio Client Date: 10/1/21 Page 5 of 20 Simpson Strong-Tie® Project Input by: Keith Owens Component Solutions- Address: Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: B3 2.0E Rigidlam LVL 1.750" X 9.500" 2-Ply - PASSED Level:Level 2 5 6 `- 7 3 I l II i I II IIIM111 11112MIMI I I i I I I I i I IMIS I 9 12- _:p',e'�se». �:. anwe6l,rq `- .> '` t'108°O�F.. "; rya= ribesdtt:ga=eitli3�.. Hf-i�aad+l° t 1 D.Fir 2 Steel 3 D.Fir 12'3" �43 1/2" 18' Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 4 Point 0-2-0 Top 212 lb 900 lb 0 lb 0 lb 0 Ib B6 Brg 1 Bearing Length 0-5-4 5 Point 0-2-0 Top 0Ib 0Ib -86Ib 0Ib 0lb B6 Big 1 6 Point 3-10-0 Far Face 1200 lb 3574 lb 0 lb 0 lb 0 lb B4 Brg 4 7 Point 5-10-0 Top 2419 lb 4903 Ib 314 lb 0 lb 0 Ib B6 Brg 2 Bearing Length 0-5-4 Self Weight 9 PLF Notes G.For flat roofs provide proper drainage to prevent Manufacturer Info Calculated structured Desgni;a respon,".only ache Handling&Installation po"d'ng Roseburg Forest Products structural adequacy of the component based on the 1,LVL beanie moat not be an or dnkd 4500 Riddle By -pass pass Rd design criteria and badMps shown. It N the 2,Refer to manufacturers product nformation rasponnbdly a the wstomer anil or tha contractor to regarding installation requirements, m u-ply Riddle,OR 97469 ensure the cemporrent suitability of the Intended fastening details,besm strength values,end code (541)7844005 and d to vertly1.dimm end b eons ads. approvals www.roseburg.com Lumber 3.Damaged Beams must not be used APA PR-289,PR-1-270,ICC-ES: 1.Dry service conditions,unless noted otherwise 4.Design a--top edge Is latenly.~ad 2 LVL not to be basted wan he retarders to concews 5.Provide lateral support at been rg pants to avad ESR-1210 lateral dispiacer ent and rotation This design is valid until 5/24/24 EWP Studio Version 21.32,340 Powered by iStructTM Dataset:21042601.3993 0 EW P Studio Client Date: 10/1/21 Page 6 of 20 Simpson Strong-Tie® Project: Input by: Keith Owens Component SolutionSTM Address: Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: B4 2.0E Rigidlam LVL 1.750" X 9.500" 3-Ply - PASSED I Level:Level 4 fffgr t i j { + sii qsl of t4s tt ((3 ii!1011111HIIIIIHIllil gg f_ �gE 'HUM tl v«e.,....,.,�.�,':- ..,. •r.ww..o .,...., -. ,rat..... /2^ 1 D.Fir 2 Steel 3 Steel 4 Hanger(MGU5.25-SDS) 9110" 9'5" 9'3" 5 1/4" 28'6" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 3802 1277 0 0 0 Moisture Condition: Dry Building Code: IBURC 2015 2 Vertical 9745 3273 0 0 0 Deflection LL: 480 Load Sharing: Yes 3 Vertical 9241 3104 0 0 0 Deflection TL: 240 Deck: Not Checked 4 Vertical 3574 1200 0 0 0 Importance: Normal-11 Temperature: Temp<=100"F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-D.Fir 4.500" Vert 37% 1277/4227 5503 L L D+L 2-Steel 4.000" Vert 80% 3273/10508 13781 LL_ D+L Analysis Results 3-Steel 4.000" Vert 77% 3104/10154 13258 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 4- 4.500" Vert 30% 1200/4047 5247 L L D+L Neg Moment-12526 ft4b 9'10" 218451t4b 0.573(57%) D+L LL_ Hanger Unbraced -12526 ft4b 9'10" 12549 ft4b 0.998 D+L LL_ (100%) Pos Moment 10596 ft4b 4'5 7/16" 21845 ft4b 0.485(49%)D+L L_L Unbraced 10596 ft4b 4'5 7/16" 10616 ft4b 0.998 D+L L L (100%) Shear 6024 Ib 8'10 1/2" 9643 Ib 0.625(62%)D+L LL_ LL Defl inch 0.171(U670) 4-10 3/8" 0.238(U480) 0.716(72%) L L L TL Defl inch 0.210(U543) 4'9 9/16" 0.476(U240) 0.442(44%) D+L L_L Design Notes 1 Provide support to prevent lateral movement and rotation at the and bearings.Lateral support may also be required at the interior bearings by the building code. 2 Fill all hanger nailing holes. 3 Girders are designed to be supported on the bottom edge only. 4 Multiple plies must be fastened together as per manufacturer's details. 5 Top loads must be supported equally by all plies. 6 Top must be laterally braced at a maximum of 10'11"o.c. 7 Bottom must be laterally braced at a maximum of 8'9 3/4"o.c. 8 Lateral slenderness ratio based on single ply width. Notes chamcat. 0.For flat roofs provide proper drmnege to prevent Manufacturer Info Cdkwated stmdorad Designa Is rasponWbis only of the Handling 3 Installation pord'ng Roseburg Forest Products structural adequacy or that comp—A based on the 1.LVL beams muse not be cut or dnled 4500 Riddle By-pass Rd despn creans and loading. ahwm. it Is Ru 2.Refer to manufedurer's product Infonrebon reaponaawMty of"anbrmar andlor the contrador m regarding Instalatim requirements, md4ph Riddle,OR 97469 aurae the component suaabhry of the intended fastering defeb.beam strength vaa»s,and Code (541)784-4005 appauban,and tov."the dimemron.and toad.. approvals www.roseburg.com Lumber 3.Diemged Beam—9 not wu..d APA:PR-1289,PR-t270,ICC-ES: 1.Dry wrvioe condition,udees noted otherwise e.D.spn assumes by edge is laterally reatrun.d ESR-1210 2.LVL not to be tattled wM Are retardant a Corrosnrs fi.Aow let""ppat at bearing pants to avoid tet.ralOa leptewmed and rotation This design is valid until 5/2424 EWP Studio Version 2132.340 Powered by iStrudTM Dataset 21042601.3993 EW P Studio Client Date: 10/1/21 Page 7 of 20 Simpson Strong-Tie® Project: Input by: Keith Owens Component Solutions"" Address: Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: B4 2.0E Rigidlam LVL 1.750" X 9.500" 3-Ply - PASSED Level:Level 4 � r # II gg c EEpp 1I I I ggt ## 3 @tl yy ti f� 21 1 t ti �it f I Ii [ 1 [EffMill i I I I I I I III i l I I Il 11 I �Ifaabq..�w..,.x+xxVp'i't�.✓w^`^eMpepue �'a-a.Y I�PoMue �$`„'..�...,,nna+z naWAva•+.�.r�'d.,+p✓ �..�...MMrbfeN.. .t :�4 ... +.. Or" .^Wada.r.4'�s+.«.a ,wltntE M�.h..�vh.a.aaxi^ a ....�. »-.�.a .« 12" 1 D.Fir 2 Steel 3 Steel 4 Hanger(MGU5.25-SDS) TT 9110" 915" 91" A5 1/4" 28'6" ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 9-3-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 9-3-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Uniform 9-3-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF 4 Uniform Top 20 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 13 PLF Notes chemfcats e.For tat roots provide proper drainage to prevent Manufacturer Info calculated Swaumd Designs a responsi only or the Handling 3 Installation pond'ng Roseburg Forest Products stnWuml adequacy of this component based on the t LVL be.——.tnot be out ordn"ed 4500 Riddle By-pass Rd pn des crdena and badngs shovm. It Is the 2.Refer to train lecturers product Intormabon Riddle,OR 97469 rseponsibay Of tM astomN and/or tine contractor m rega I q srsta= requaemaMs. MA-* ansura eia corn""i su"" of tlls Mtended matsang detail,beam strengar va"as,and code (541)784�3005 applcabor,and to vardy the dimensions and bads. approvals www.roseburg.com Lumber 3.Damaged seams nuat not be used APA:PR-1.289,PR-1270,ICC-ES: 1.Dry service conditions,unless noted otherM+se e'Design assirmes top edge a Ismrey restrained 2 LVL not to be treated vM inn retardant or oonosne S.Rona lateral support at beano pants to avoid ESR-1210 lteral dnplsoemarrt and rotation This design is valid until 52424 EWP Studio Version 21.32.340 Powered by iStructTM Dataset:21042601.3993 � EWP Studio Client Date: 10/1/21 Page 8 of 20 SimpsonStrong-Tie® Project: Input by: Keith Owens Component Solutions''" Address: Lot 13-#2 Geddm Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: B5 2.0E Rigidlam LVL 1.750" X 9.250" 3-Ply - PASSED Level:Level HIM111HIMM1111H1113 2 F111111H UH Ill 111i U M W ill 111H 1H }}11 ill jj yy H1111111111 1 Hanger(MGU5.25-SDS) 2 D.Fir 3 D.Fir 15'3" 1114'3" 45 1/4" 29'6" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 157 238 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 2781 1286 0 0 0 Deflection LL: 480 Load Sharing: Yes 3 Vertical 1675 597 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal-II Temperature: Temp<=100"F Bearings Bearing Length Dir. Cap. Read D/L lb Total Ld.Case Ld.Comb. 1- 4.500" Vert 3% 238/363 601 L_ D+L Hanger Analysis Results 2-D.Fir 3.500" Vert 35% 1286/2781 4068 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3-D.Fir 5.500" Vert 13% 597/1731 2328 L D+L Neg Moment-5667 ft4b 15'3" 20780 ft-lb 0.273(27%) D+L LL Unbraced -5667 ft-lb 15'3" 5667 ft-lb 1.000 D+L LL (100%) Pos Moment 6508 ft4b 23'1 11/16" 20780 ft-lb 0.313(31%) D+L L Unbraced 6508 flab 23'1 11116" 6508 ft-lb 1.000 D+L L (100%) Shear 28251b 167" 9389 lb 0.301(30%)D+L LL LL Defl inch 0.228(1-/730) 22'6 1/2" 0.346(U480) 0.658(66%)L L TL DO inch 0.293(U567) 22'7 7/16" 0.693(U240) 0.423(42%) D+L L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Fill all hanger nailing holes. 3 Girders are designed to be supported on the bottom edge only. 4 Multiple plies must be fastened together as per manufacturer's details. 5 Top loads must be supported equally by all plies. 6 Top must be laterally braced at a maximum of 17'9 15/16"o.c. 7 Bottom must be laterally braced at a maximum of 20'6 5/8"o.c. 8 Lateral slenderness ratio based on single ply width. Notes chemacals 6.For tat roofs provide proper drainage to preverd Manufacturer Info C.kuated SWcosed gia is rosponaea only of the Handling d Installation pond'ng Roseburg Forest Products atruMml odequaey al the component based m 1M 1.LVL beams must rat be cut or doled 4500 Riddle By-pass Rd design Mara end lcadmgs shown. e a tM 2.Rent to manufwwrer's product nfomabon responseaty of the customer and/or fits cadr.ceor m repardvq installation requsenants, nsAbpy Riddle,OR 97469 ensue theoonponent waalty of tots beended hatarsng deals,beam strength velres,and code (541)784AD05 app& rily�bon,and to ve IM Mmarr.rom and bads. approval www.roseburg.com Lumber 3.Damaged Bear^°mud not be used APA:PR-1-289,PR-1.270,ICC-ES: 1.Dry M.oa dk—s,iml..noted oft""" 4.D-Vn.—a top edge a tammly r"..ad ESR-1210 2 LVL not to be".led wM dra retardant or corrosive A.Provide lateral support at bearing points to avoid lateral dispacemard and rotation This desig n is valid until 5124l24 EWP Studio Version 21.32.340 Powered by iStruct-Dataset:21042601.3993 EWP Studio Client Date: 1011/21 Page 9 of 20 Simpson Strong-Tie® Project: Input by: Keith Owens Component Solutions"" Address: Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Catcs South Windsor,CT 06074 Project#: B5 2.0E Rigidlam LVL 1.750" X 9.250" 3-Ply - PASSED Level:Level 111�3'lllll III I II , 2 III III � ','� II IIIIII � � I I fc...wn�nal..aa..emV^r'Y*KY"" ,•n:•...x� "' �� y 1 Hanger(MGU5.25-SDS) 2 D.Fir 3 D.Fir 15'3" 1 14'3" 45 1/4" 29'6" ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1-4-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 20 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Part.Uniform 15-3-0 to 29-6-0 5-4-0 Far Face 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 13 PLF Notes chemicals e.For flat roofs provide proper drainage to prevent Manufacturer Info Calculated structured Designs is responsible only of the Handling 3 Installation Dorit'rs Roseburg Forest Products structural adequacy of this component based on the t.LVL beams must not be out or dialed 4500 Riddle By-pass Rd design crserle aid loadings sham. It is tM 2.Reid to nenufaM afs product information Riddle, responsibility of the customer sndlor the contractor to regarding installation r"uuaments. muapy Riddle,OR 97469 ensue the convorrom .udaMldy of the intended fastening de4i. beam strength values.and oode (541)784-4005 appx ve abmandtority"mmerwonsandcocoa. approins www.roseburg.com Lumber 3.Damaged seams must not be used APA:PR-L289,PR-L270,ICC-ES: 1.Dry act—conditions,uric..rated oths— e•Design aswmes top edge le laterally restrained ESR-1210 2 LVL not to be treated mth ft.retardant daM a corro.M 5.Fronde leleral support at beanng points to avoid Maul duptacenam am'.tabo� This desig n is valid until 5/2424 I:WP Studio Version 21.32.340 Powered by iStructrO Dataset:21042601.3993 EWP Studio Client: Date: 10/121 Page 10 of 2 Simpson Strong-Tie® Project: Input by: Keith Owens Component SolutionsTm Address: Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project M B6 2.0E Rigidlam LVL 1.750" X 9.250" 3-Ply - PASSED Level:Level �f+. 2 Rore6r+9' ""° -•� .�..,.....- •v..:+ ?, '�='. ta 17-1 91 1 D.Fir 2 D.Fir 3 D.Fir 57" 12'8" H5 1/4" 18'3" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 900 212 0(-86) 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 4903 2419 314 0 0 Deflection LL: 480 Load Sharing: Yes 3 Vertical 1250 648 189 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal-II Temperature: Temp<=100"F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-D.Fir 3.500" Vert 15% 21211496 1708 L_ D+L(D+L) (-258) Analysis Results 2-D.Fir 5.500" Vert 41% 2419/4903 7322 LL D+L Analysis Actual Location Allowed Capacity Comb. Case 3-D.Fir 4.500" Vert 13% 64811299 1947 L D+L Neg Moment-5634 ft4b 57- 20780 ft4b 0.271(27%)D+L LL Unbraced -5634 ft-lb 57" 6550 ft4b 0.860(86%)D+L LL Pos Moment 4632 ft4b 1210 5/8" 20780 ft-lb 0.223(22%)D+L L Unbraced 4632 ft4b 12'10 51W 6550 ft4b 0.707(71%)D+L L Shear 2344 Ib 67" 9389 Ib 0.250(25%)D+L LL LL Defl inch 0.107(L/1389) 12'3 5/8" 0.309(L/480) 0.346(35%)L _L TL Defl inch 0.157(L/947) 12'4 1/16" 0.618(L/240) 0.253(25%)D+L L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior beatings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Tie-down connection required at bearing 1 for uplift 258 lb(Combination D+L,Load Case L). 6 Top must be laterally braced at end bearings. 7 Bottom must be laterally braced at end bearings. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part Uniform 0-0-0 to 5-7-0 7-10-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform B-0-0 Top 10 PSF 30 PSF 0 PSF 0 PSF 0 PSF 3 Uniform Top 20 PLF 0 PLF 0 PLF 0 PLF 0 PLF Continued on page 2... Notes chemicals e.For ter roofs pmtnde proper drainage to prevent Manufacturer Info Calculated St d red Desgns a re ponsdte ony of Nor Handling&Installation pend"q Roseburg Forest Products sauuwal edapwcy of the canponan"based on tM t.L,n,bes",rust not be art or dnbd 4500 Riddle By-pass Rd desgn alk. and load" shovm. a is the Z.Refer to manuleaurses product nformabon raaponsibaty a m"customer and/or tM contr.aor to reg„dng instal n abo 1eciuwa11BfRs. mu" Riddle,OR 97469 are— fM oomponert sutabtty or the Intended fastening defats,beam atmnp wkies,and cods (541)7844005 appbcetbn,and to verty the dimensions and bads. app-1. www.roseburg.com Lumber 3.Damaged Beams must not be u.d AP/l PRa.289,PR-1-270,ICC-ES: t.Dry servrw condsiom,unless nosh ottanew d.Desgn assumes top edge is laterally mstraned ESR-1210 2 LVLcry not to be treated unl No use retardant a amosrvs b.P.let"support at bearing pants to @v d Moral displacement and mtabo" This design is valid until 5/2424 EWP Studio Version 21.32.340 Powered by IStruct'Dataset:21042601.3993 tip EWP Studio Client: Date: 10/1121 Page 11 of 2 Simpson Strong-Tie® Project: Input by: Keith Owens Component Solutionsn' Address: Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: B6 2.0E Rigidlam LVL 1.750" X 9.250" 3-Ply - PASSED Level:Level .. 2 �y,�..?' ' ..,. iar.»w�,, .....?'fioae4"•rg_ *kH°'d'ug_ - `.t._ 91/a" x . _ 1 D.Fir 2 D.Fir 3 D.Fir 57' 1112'8" H5 1/4" 18'3" ..Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 4 Point 5-7-0 Top 238 lb 157 Ib 0 lb 0 lb 0lb BS Brg 1 Bearing Length 0-5-4 5 Point 5-7-0 Top 425 Ib 7671b 0 lb 0 Ib 0 lb B11 Brg 1 Bearing Length 0-3-8 6 Part Uniform 6-4-0 to 18-3-0 Top 10 PLF 0 PLF 35 PLF 0 PLF 0 PLF Self Weight 13 PLF Notes chemicals e.For iMt roofs prowds proper drainage to prwem Manufacturer Info Cakut.ted strwhood Dssgrrs M rasponsAM ony or the Handling 3 Installation ponding Roseburg Forest Products structural edepuacy of th.c«rponant based on tM 1.LVL beam.must not M cut or dreed 4500 Riddle B design alum and loadings shown. a is the 2.Refer to manut umn's product informabon By-pass Rd respore6 ty of"aslomsr arw«tree corwect«to regard, arsusebon requeemerrts, nulb-pN Riddle,OR 97469 ansaa the mnponerd sutabi0.y of the "tended faateang daMss,Deem strength ratios,and code (541)7844005 applkabon,and to verify the dimsnwns and loads. approvals www.roseburg.com Lumber 3.Demeged Beams must not be used APA PR-1_289,PR-L270,ICC-ES: 1.Dry saran conditions,unless noted oth r * 4.Design assume top edge Is Merely restrained Provide 2 LVL not to be treated w bra retardant«c« va 5.roa Provide let"support at bearing pains to avad Yteral dnpMnmard and rotsbon This design is valid until 6/24124 EWP Studio Version 21.32.340 Powered by iStructi°Dataset:21042601.3993 EWP Studio Client Date: 10/1/21 Page 12 of 2 Simpson Strong-Tie® Project: Input by: Keith Owens Component SolutionSTM Address: Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: B7 2.0E Rigidlam LVL 1.750" X 24.000" 3-Ply - PASSED Level:Level 2 y� s 1 n' 2' 1 D.Fir 2 D.Fir 22' H5 1/4" 22' Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 8910 3033 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 8910 3033 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal-II Temperature: Temp<=100*F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-D.Fir 5.500" Vert 66% 3033/8910 11943 L D+L 2-D.Fir 5.500" Vert 66% 3033/8910 11943 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 61045 ft4b 11' 124170 ft4b 0.492(49%) D+L L Unbraced 61045 ft-lb 11' 61299 ft4b 0.996 D+L L (100%) Shear 9341 Ib 19'6 1/2" 243601b 0.383(38%) D+L L LL Dell inch 0.305(U835) 11'1/16" 0.530(U480) 0.575(57%) L L TL Deft inch 0.409(L/623) 11'1/16" 1.060(U240) 0.385(39%) D+L L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 4'3 11/16"o.c. 6 Bottom must be laterally braced at end bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 16-3-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 8-0-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF SeN Weight 33 PLF Notes chemicals e.For flat roofs provide proper drainage to prevent Manufacturer Info Calculated Structured Designs is responsible only of the Handling&Installation pond'ng Roseburg Forest Products structural ade"uaty of this componei based on the 1.LVL beams must not be cut or drilled 4500 Riddle By-pass Rd design creena and loadings sham. h is the 2 Refer to manuhaurers product mlomreon responsibility of the customer and/or me convector to rogarde g al0810. requirements, m rli" Riddle,OR 97469 ensure the oomponem s.dabday of the intended fastening details,beam strength values,and code (541)7644005 apphcabon,and to verity the dimensions and bads. approvals www.roseburg.com Lumber 3.Damaged Beams must not be used APA:PR-L299,PR-L270,ICC-ES: t.Dry service conditions,unless noted otherwise Design assumes top edge is latently restrained ESR-1210 2.LVL not to De treated wall,ere retardant or combats S,Prorrde lateraall support at beanng points to avoid veinal drsphi m and rotation This design is valid until 5f2424 EWP Studio Version 21.32.340 Powered by iStructte Dataset:21042601.3993 ImEWP Studio Client Date: 10/1/21 Page 13 of 2 Simpson Strong-Tie® Project Input by: Keith Owens Component SolutionsTM Address: Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: B8 2.0E Rigidlam LVL 1.750" X 9.500" 3-Ply - PASSED Level:Level ............................................................................................................................... ............................................................................................................................... ............................................................................................................................... ............................................................................................................................... ............................................................................................................................... ............................................................................................................................... ............................................................................................................................... ............................................................................................................................... ............................................................................................................................... ............................................................................................................................... ............................................................................................................................... NFRoseb „s-�!k£w fflOSebl11'9 cos; .cx.r 912' 1 D.Fir 2 D.Fir 1016" H5 1/4" 10'6" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wnd Const Plies: 3 Design Method: ASD 1 Vertical 0 1067 3491 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 0 1067 3491 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal-11 Temperature: Temp—1007 Bearings Bearing Length Dir. Cap. Read D/L lb Total Ld.Case Ld.Comb. 1-D.Fir 4.500" Vert 31% 1067/3491 4558 L D+S 2-D.Fir 4.500" Vert 31% 1067/3491 4558 L D+S Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 10582 ft4b 57 25122 ft4b 0.421(42%)D+S L Unbraced 10582 ft4b 57 11637 ft4b 0.909(91%)D+S L Shear 35551b 9'4" 110891b 0.321(32%) D+S L LL Defl inch 0.190(U625) 5'3" 0.247(L/480) 0.768(77%)S L TL Defl inch 0,248(U479) 57 0.494(U240) 0.501(50%)D+S L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at end bearings. 6 Bottom must be laterally braced at end bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 1940-0 Top 10 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 13 PLF Notes ed•moals S.For net mots provide proper dmmge to prevent Manufacturer Info Calculated Structured Designs Is responsbls only or the Handling&Installation po"dmi; Roseburg Forest Products structural adequacy of the component based on the t.LA beams,tatst,mtacutwddkd 4500 Riddle By-pass Rd deegn criteria and loadings showtl. It a the 2.R.rer to manufacturer's product inromannn re io—bdty or the customer andlor the contractor to rationing insteteuon reQunments, nubby Riddle,OR 97469 anus the conVwtent suitability of tine intended f.A."debds,beam strength vat m,and code (541)784-4005 in pacabon,and to t+rrQf Ina it.—and lad., apprmys www.roseburg.com Lumber 3.Damaged Beams must not be u.it APA:PR-1-289,PR-1-270,ICC-ES: 1.ay se-a condtttorm,unless noted otlterwiw 4.Design assumes top edge Is laterallyrestrened ESR-1210 2.LA not to be treated wet Me relsrdent w tomni" s.Pnmde l terel support at bearing porrds to aviad Weral depiacemerd and rot.ton This design is valid until 5/2424 EWP Studio Version 21.32.340 Powered by iStruct-Dataset:21042601.3993 EWP Studio Client Date: 10/1/21 Page 14 of 2 Simpson Strong-Ties Project: Input by: Keith Owens Component Solutions' South Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: H1 2.0E Rigidlam LVL 1.750" X 18.000" 3-Ply - PASSED Level:Level ................................. ... ................................. ... ... ... . ... ... t ,ate, r6" P M Wk 1 D.Fir 2 D.Fir 16'6" 5 1/4" 16'6" Member Information Reactions UNPATTERNED lb(Uplift) Type: Header Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASO 1 Vertical 0 1636 5005 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 0 1636 5005 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Header Supports No Importance: Normal-II Glass: Temperature: Temp—100°F Deck: Not Checked Bearings Bearing Length Dir. Cap. Read D/L lb Total Lid.Case Ld.Comb. 1-D.Fir 3.000" Vert 67% 1636/5005 6641 L D+S 2-D.Fir 3.000" Vert 67% 1636/5005 6641 L D+S Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 26162 ft-4b 8'3" 83263 ft4b 0.314(31%) D+S L Unbraced 26162114b 81" 83263 ft4b 0.314(31%) D+S L Shear 52701b 1'9" 21011 lb 0.251(25%) D+S L LL DO inch 0.181(U1070) 8'31/16" 0.403(U480) 0.449(45%)S L TL DO inch 0.240(U806) 8'3 1/16" 0.806(U240) 0.298(30%) D+S L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be continuously laterally braced. 6 Bottom must be laterally braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 17-4-0 Top 10 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 25 PLF Notes abaft 6. For flat roofs provide proper drainage to prevent Manufacturer Info calowated structured Designs is responsible only of the Handling if Installation poii°'r'9 Roseburg Forest Products structural adequacy of this component based on the t Lvi.beam moat not be cut or dntled 4500 Riddle By-pass Rd design orMns and bedu g. shown. it is the Z.pater to manufacturers product rat—racoon responsibility of tM customer and/or the oontractor to regarding retaliation requiremnis, mu"ly Riddle,OR 97469 ensure the component sultabilay of the intended fastening detads.begin strength values,and coda (541)784-4005 appli-t—,and to vary the d—r sions and loads. appra,Ns www.rosetxirg.com Lumber I Damged Beam must not be used APA:PR-1-289,PR-1-270,ICC-ES' t.Dry servhce wndtions,unless noted othervme 4.Design assume top edge is laterally restrained E$R-1210 7.LVL not to be Mated wan fire retardant or conwive 6.Provide lateral support at bearing points to swirl lateral displacement and rotation This design is valid until 5/2424 EWP Studio Version 21.32.340 Powered by iStructTM Dataset:21042601.3993 EWP Studio Client: Date: 10/1/21 Page 15 of 2 Simpson Strong-Tie® Project: Input by: Keith Owens Component Solutions"m Address. Lot 13-#2 Gedrim Place Job Name. Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project #: 1 H2 2.0E Rigidlam LVL 1.750" X 9.500" 3-Ply - PASSED Level:Level .. ..... .. .. .. ......... .. .. .. ................. 2 "35 F ebti ^a Is 1 oS D.Fir 2 D.Fir 9' �-45 1/4" 9' Member Information Reactions UNPATTERNED lb (Uplift) Type: Header Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 668 1113 2520 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 668 1113 2520 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Header Supports No Importance: Normal-It Glass: Temperature: Temp—100°F Deck: Not Checked Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1 -D.Fir 3.000" Vert 37% 1113/2520 3633 L D+S 2-D.Fir 3.000" Vert 37% 1113/2520 3633 L D+S Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 7507 ft4b 4'6" 25122 ft4b 0.299(30%) D+S L Unbraced 7507 ft4b 4'6" 12955 ft4b 0.579(58%) D+S L Shear 2802lb 1'1/2" 11089lb 0.253(25%) D+S L ILL Defl inch 0.093(L/1114) 4'6" 0.216(L/480) 0.431(43%) S L TL DO inch 0.134(Ll772) 4'6" 0.431(L/240) 0.311(31%) D+S L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at end bearings. 6 Bottom must be laterally braced at end bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Wdth Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 7-5-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 16-M Top 10 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 13 PLF Notes cnamicals d.For Mt rook provide proper drainage to prevent Manufacturer Info Cekutated structured Des ghs is responsibM ony of the Handling&Installation pond'r'v Roseburg Forest Products autic".l edeq.wy of this component based on the t_LVL beams must not be cut or drilled 4500 Riddle By-pass Rd design criterla and loadings ~. it M the I Wer, to manufacturers product int—lion raspons�b*ty of the arsbrrw andar the wna.d«ro regard mp bateeabon requiremerds, rtulttply Riddle.OR 97469 ensure the component sultabiny of the iraaMee fastening sleds.baam strength values.and code (541)7844005 appNcabon,and to verify the dimansions and bah, approvals www.roseburg.com Lumber 3.Damaged Beams must not be used APA:PR-L289,PR-1-270,ICC-ES: Dry servloe condi ions,unless noted oBurwlae 4.Design assumes top edge is lateraey restrained ESR-1210 t 5.Provide lateral supiwn at bearing pants to avoid 2.LVL not to be treated rvltlr Ike retardant or mrrwive lateral dniplacenbnt and rotation This design is valid until 5/24/24 EWP Studio Version 21.32,340 Powered by iStruct"'Dataset:21042601.3993 EWP Studio Client Date: 10/1/21 Page 16of2 Simpson Strong-Tie® Project: Input by: Keith Owens Component Solutions"'') Address: Lot 13-#2 Geddm Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: B11 2.0E Rigidlam LVL 1.750" X 9.500" 2-Ply - PASSED Level:Level Mks:, till I: 011osebw,g s 1/2" wr.� ,,e "ae; ,: ut;� ••. `...-g .,+! s `,e„ia... �rtg. ". 6a, •��''.. :"rt'a»>,$ 1 D.Fir 2 D.Fir 97' H3 12" 9,7" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 Vertical 767 425 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 767 425 0 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal-II Temperature: Temp< 100"F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-D.Fir 3.500" Vert 16% 425/767 1192 L D+L 2-D.Fir 3.500" Vert 16% 425/767 1192 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 2589 ft4b 4'9 12" 14003 ft4b 0.185(18%)D+L L Unbraced 2589 ft4b 4'9 12" 8109 ft-lb 0.319(32%) D+L L Shear 929lb 8'6" 6428 lb 0.145(14%)D+L L ILL Defl inch 0.050(1-2194) 4'912. 0.304(U360) 0.164(16%)L L TL DO inch 0.078(U1411) 4'9 1/2" 0.456(L240) 0.170(17%)D+L L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at end bearings. 6 Bottom must be laterally braced at end bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 8-0-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF Self Weight 9 PLF Notes ohemlab 6.For sat roofs prontla proper drainage to prevent Manufacturer Info calculated structured Designs is reepons ok ony ems Handling R Installation pondag Roseburg Forest Products swcturel adequacy of this corrvomnt based on the 1.LVL beams must not be at or drilled 4500 Riddle By-pass Rd design —rim and loadings an—. a a me 2.Refer to manufaaursrs product information Riddle,OR 97469 rasponsAety of me mstomr and/«the contract«to regarding Installation rant—mente, mutt-py ensure me component waabldy of the intended fastening deitalls,beam strength valves,and coda (541)7844005 apparition.and to verily the dimensions and loads. approvals www.roseburg.com Lumber 3.Damaged Beams must not be used APA:PR-L289,PR-1_270,ICC-ES: 1.Dry serAm conditions,unless noted otharuna 4.Design assumes top edge Is laterally—trained ESR-121 0 2 LVL not to be treated rnth Ike retarders or corrashre s'Prowde lateral support at bearing points to avoid lateral dapt■camem and rotation This design is valid until 52424 EWP Studio Version 21.32340 Powered by iStruct°1 Dataset:21042601.3993 ImEWP Studio Client Date: 10/1/21 Page 17 of 2 Simpson Strong-Tie® Project: Input by: Keith Owens Component Solutions- Address: Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Cates South Windsor,CT 06074 Project#: B12 2.0E Rigidlam M 1.750" X 11.875" 3-Ply - PASSED Level:Level .2: .. a, � R� . 1 D.Fir 2 D.Fir 17'6" H 1!4" 17'6" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 1225 1894 3981 0 0 Moisture Condition: Dry Building Code: IBCARC 2015 2 Vertical 1225 1894 3981 0 0 Deflection LL: 360 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal-II Temperature: Temp—100°F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-D.Fir 5.500" Vert 33% 1894/3981 5875 L D+S 2-D.Fir 5.500" Vert 33% 1894/3981 5875 L D+S Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 23431 ft4b 87 38173 ft4b 0.614(61%)D+S L Unbraced 23431 ft4b BY 23532 ft4b 0.996 D+S L (100%) Shear 4919 lb 1'5 318" 13861 lb 0.355(35%)D+S L ILL Deft inch 0.545(U368) 8'9 1/16" 0.557(U360) 0.978(98%)S L TL DO inch 0.804(L/250) 8'9 1/16" 0.835(U240) 0.962(96%)D+S L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturers details. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 5'4 1/4"o.c. 6 Bottom must be laterally braced at end bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 7-M Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 13-M Top 10 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 16 PLF Notes e.For fist roofs pmwde proper mamas to pm" Manufacturer Info Cak"od Strudumd Desgm is responsrbls only of the Handling&Installation pw4.rq Roseburg Forest Products otruqural adequacy of the componem based on the 1.LVL boom,must not be art«dread 4500 Riddle By-pass Rd despn craeris and loadmgs shown. fi Is me 2,Rater to manufacturers product giro—oon Riddle,OR 97469 responslb ty of the customer andlor iha con-. to regarding Instalatim requaemenb, nx&-ply town the .mpcment auMam4y or dm Imended festarang detach,beam stramgbr values,and coda (541)7844005 appl.»aon,and to wny Me dimarowns a d load,, approval www.roseburg.00m Lumber 3.Damaged Beam must not be used APA:PR4.289,PR-1_270,ICC-ES: 1.Dry service oondkam,omen need othervMs 1.pl,, aswmn top edge w taterefiy restre—d E$R-1210 2 LA not to be tmet d wfih fin reramom w com.Ns 6. rortds lateral suppwt at beenng proms to swM let"d1 placement and(stab0" This design is valid until 5/2424 EWP Studio Version 21.32340 Powered by iStruct'Dataset:21042601.3993 E'WPStudio Client Date: 10/1/21 Page 18of2 Simpson Strong-Tie(ID Project Input by: Keith Owens Component Solutions"m Address: Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: B13 2.0E Rigidlam LVL 1.750" X 9.250" 3-Ply - PASSE9Level:7 2 # 1 1 'a. ^.d `yp> wa ... _ .�k ' 1' ✓•. '*M+ii! rp,,...4„iw�« <-w.. °v..ww."y 1/4" 1 D.Fir 2 D.Fir 3 D.Fir 9'3" 8'6" H5 1/4" 17'9" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASO 1 Vertical 2512 957 0 0 0 Moisture Condition: Dry Building Code: IBC/1RC 2015 2 Vertical 7182 2737 0 0 0 Deflection LL: 480 Load Sharing: Yes 3 Vertical 2198 838 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal-II Temperature: Temp<=100"F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-D.Fir 4.500" Vert 26% 957/2813 3770 L_ D+L 2-D.Fir 4.000" Vert 76% 2737/7182 9919 LL D+L Analysis Results 3-D.Fir 4.500" Vert 23% 838/2624 3462 L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment-8529 ft4b 97 20780 ft4b 0.410(41%)D+L LL Unbraced -8529 ft4b 9'3" 8538 ft4b 0.999 D+L LL (100%) Pos Moment 6548 ftab 4'7/8" 20780 ft4b 0.315(32%)D+L L_ Unbraced 6548 ft4b 4'7/8" 6766114b 0.968(97%)D+L L_ Shear 42321b 8'3 3/4" 9389 lb 0.451(45%)D+L LL LL Deft inch 0.096(U1119) 4'6 1/4" 0.223(U480) 0.429(43%) L L_ TL Defl Inch 0.120(U894) 4'5 5/16" 0.447(U240) 0.268(27%)D+L L_ Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at end bearings. 6 Bottom must be laterally braced at a maximum of 13'5 1/8"o.c. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 9-3-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 15-0-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF Self Weight 13 PLF Notes Ch.—[$ Q For bet rook provide proper drainage to prevent Manufacturer Info CakNeted struaved Designs a reepon•ele only of the Handling&Installation pond'"g Roseburg Forest Products stnxtunll adequacy of this winporrm based w ra 1 LVL bearro must not be ad or drilled 4500 Riddle By-pass Rd n dgn Crass and loadings showt a is the 2,Refer to manufacturers product informeW raaponsagdy of Via w Comer and/or the contractor to regarding wstalabon requirements, m"ly Riddle,OR 97469 .roars m. mnponern su-abaty of ens intended and.rwg dataft,beam strength vaWes,and code (541)784-4005 appaaoon.and to vent'the dimensions and weft. approval. www.roseburg.com Lumber 3.D.—gad seem mW not be used APA:PR-L289,PR-L270,ICC-ES: 1.Dry semoe condrborree,unlns noted othnwwe 4.Desgn.asumes top edge a lateraq reauamed ESR-1210 2 LVL not to be bested wN We retardant or conros" S. provede laterel support at bearing ponds to avoid lateral daplaamem and rotation This design is valid until 512424 EWP Studio Version 21.32.340 Powered by iStruct'Dataset:21042601.3993 IcEWP Studio Client Date: 10/1/21 Page 19 of 2 Simpson Strong-Tie® Project Input by: Keith Owens Component SolutionsTM Address: Lot 13-#2 Gedrim Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: B14 2.0E Rigidlam LVL 1.750" X 9.500" 3-Ply - PASSED Level:Level I s 1 E; *;+r : . �a .;.k9. . -. :'far w.... `" t3osetxrg ;.� 191 1 D.Fir 2 Steel 3 D.Fir 7'1" 1 77' H5 1/4" 14'3" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wnd Const Plies: 3 Design Method: ASD 1 Vertical 1070 305 0 0 0 Moisture Condition: Dry Building Code: IBCARC 2015 2 Vertical 3208 914 0 0 0 Deflection LL: 480 Load Sharing: Yes 3 Vertical 1090 311 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal-11 Temperature: Temp<=100`F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-D.Fir 4.500" Vert 10% 305/1234 1539 L_ D+L 2-Steel 4.000" Vert 24% 914/3208 4122 LL D+L Analysis Results 3-D.Fir 4.500" Vert 11% 311/1246 1557 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment-2808 ft4b 7'1" 21845 ft4b 0.129(13%)D+L LL Unbraced -2808 ft4b 7'1" 8660 ft4b 0.324(32%)D+L LL Pos Moment 2041 ft4b IV 3/8" 21845 ft Ib 0.093(9%) D+L L Unbraced 2041 ft4b 11'3/8" 8660 ft4b 0.236(24%)D+L L Shear 16151b 8'1/2" 9643 Ib 0.167(17%)D+L LL LL Defl inch 0.017(U4706) 10'8 3/8" 0.171(U480) 0.102(10%)L L TL DO inch 0.020(U4023) 10'9 1/8" 0.343(U240) 0.060(6%) D+L L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at end bearings. 6 Bottom must be laterally braced at end bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 9-5-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 13 PLF Notes chemcal. 6.For flat roofs provide Proper drainage to prevent Manufacturer Info calculated structured Designs is responsats only of the Handling 3 Installation pond'ng Roseburg Forest Products structural adequacy of this component based on M beams m e t.LVL ust not be cut of dnled 4500 Riddle By-pass Rd design trite is cued loadings shown it Is Me 2.Raise to manuhdurses product nfornar on reaporniDfity of On,customer mdlor the contractor to regarding installation requirements. mWoyy Riddle,OR 97469 ansur• the aorrponent suitability of the wteeded asterung det ds,beam strength values,and code (541)784-4005 appbcabon,and to verty the drmensons and wads. spPrvvels www.roseburg.com Lumber 7.Dernaged Beam"must not be used APA:PR-1-289,PR-1-270,ICC-ES: 1.Dry service conditions,uNess noted otherwise 4'Design assume top edge islaterally restrained ESR-1210 2 LVL not to be treated wth fire retardant of 00"011" 5.ProvMe lateral support at bearing points a avad lateral depacement and rotatwn This design is valid until 52424 EWP Studio Version 21.32.340 Powered by iStruct'Dataset:21042601.3993 EWP Studio Client Date: 10/1/21 Page 20of2 Project: Input by: Keith Owens Simpson Strong-Tie® Component Solutions' Address: Lot 13-#2 Geddrn Place Job Name: Lot 13 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: B15 2.0E Rigidlam LVL 1.750" X 16.000" 3-Ply - PASSED Level:Level 6 5......................................... ............................................................................. 4 3 LLUM J1I -4" yew-'ram � 1 D.Fir 2 D.Fir 15' H5 1/4" 15' Member Information Reactions UNPATTERNED Ib(Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 4194 3179 5600 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 4194 3179 5600 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal-II Temperature: Temp<=100"F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. 1-D.Fir 4.500" Vert 71% 3179/7345 10524 L D+0.75(L+S) 2-D.Fir 4.500" Vert 71% 3179/7345 10524 L D+0.75(L+S) Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 36245 ft4b 7'6" 66764 ft4b 0.543(54%)D+0.75(L+S)L Unbraced 36245 ft4b 7'6" 36392 ft4b 0.996 D+0.75(L+S)L (100%) Shear 8156 Ib 13'3 1/2" 18676 Ib 0.437(44%) D+0.75(L+S)L LL Defl inch 0.263(U657) 7'6 1/16" 0.359(U480) 0.731(73%)0.75(L+S) L TL Defl inch 0.376(U459) 7'6 1/16" 0.719(U240) 0.523(52%) D+0.75(L+S)L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturers details. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 4'9 1/4"o.c. 6 Bottom must be laterally braced at end bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 7-5-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 7-5-0 Top 10 PSF 30 PSF 0 PSF 0 PSF 0 PSF 3 Uniform 17-4-0 Top 10 PSF 0 PSF 35 PSF 0 PSF 0 PSF 4 Uniform 2-0-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF 5 Uniform 4-0-0 Top 10 PSF 0 PSF 35 PSF 0 PSF 0 PSF 6 Uniform Top 20 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 22 PLF Notes dh—ss s.For flat roofs prowde proper drainage ad pmvnd Manufacturer Info C.kuletad Stna tL.W Despns is ra.ponsdit only of the Handling&Installation pondrng Roseburg Forest Products atrucmrat adequacy of lM caWonam Weed on the 1.WL beams roust not be as or drded 4500 Riddle By-pass Rd dasgn X. and loading. shown. it is the 2 Refer ma to nufecturar's product informatan respoosedy of tbe wstomer and/or M.conbador to regardep instaraban requirements, mat.ply Riddle OR 97469 anon M. oomponard suaabday of the ba"ded faetenng details,beam strangM v km,and code (541)784-4005 r�applbon,and to wady the dimensions and loads. appra eals www.roseburg.com Lumber A Damaged Beams must not be used APA PR-1289,PR-1-270,ICC-ES: 1.Dry.*Mm condaons unless noted olherwiss s'Design assumes top edge n laterally m restrained ESR-1210 2 LA not to be mated oath Ile.retardant or conosiw 5.Prowda latsnl support at bearing pants to avid lateral drspi.oemnd and rotation This design is valid until 5/2424 EWP Studio Version 21.32.340 Powered by iStructnr Dataset:21042601.3993 2/16/23,8:58 AM about:blank Town of South Windsor Building Department RESIDENTIAL CERTIFICATE OF OCCUPANCY Building Permit: BLDP-21 -765 h APPLICANT LOCATION NAME: Richard Mannarino ADDRESS:2 GEDRIM PL South Windsor CT 6074 EMAIL ADDRESS:rick@mannarinobuilders.com OWNER:Mannarino Builders Inc ADDRESS:400 Chapel Road Unit 3F 400 Chapel Road South Windsor,connecticut 06074 South Windsor Connecticut 06074 DESCRIPTION OF WORK: 4 BATH,4 BEDROOM,NEW RESIDENTIAL HOME,3528 SQUARE FEET CONDITIONS: This is to certify that 2 GEDRIM PL under permit number BLDP-21-765 conforms substantially to the requirements of the Connecticut State Building Code and the zoning regulations of the Town of South Windsor and is hereby approved of occupancy as indicated above. October 4, 2022 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT- -PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— about:blank 1/1 LEGEND �� '� w'' ~ U. E Yc >10n i i in `0- Ln r. c o EXISTING DESCRIPTION >-0 LNO BORINGS � wm � ooao c �5 U. Cry H 00 V BORING / TEST PIT LOCATION w ai 6 N F IOUTP Ooo ° N H .c .c a �- ZO0 co p ffl V COMMUNICATION 3 cx OVERHEAD COMM. LINES (CABLE, TEL, ETC.) b F_ TOWN OF EAST WIN 3 j a - - - cx- - - cx- APPROX. UNDERGROUND COMMUNICATION LINES 0.V TOWN OF SOUTH VNNDSOR O �C CONTROL POINTS 9 y cc_ LU BENCHMARK J z� �. z I-- DOMESTIC WATER - - O W W ; V J - - - - - - c 1- APPROX. WATER MAIN J �, © y/ U.z - - - WSx- - - WSX- APPROX. WATER SERVICE �m �I/ H y a SITE _ v, as pd WATER VALVE y� age FIRE HYDRANT UD i LIGHTING s�`Q� - -UD - _ UD- _ - V -UD uD - - - _ uD POLE MOUNTED LIGHT - - -uD - I ® 15" H PE NATURAL GAS J EX. CB I // GAS VALVEa° TF.•320.17/320.46 aka !� � I P A E LOCATION PLAN INV 316.47(15- S) 0� - - c c - APP (TO B SET) 1„=2,000' - x- - - x - - - csx - - - csx - APPROX. GAS SERVICE LINE - � ti ue - - uD a� POWER A=9071'49' CON . I ry - a t � MOH. ^� � Ecx ELECTRICAL LINES, OVERHEAD R-25.00 (T BE S- _ _ L=39.36' ill /R -u0 - - uD -- - y t - - - EU 35.42' x - - - EUx - APPROX. ELECTRICAL LINES, UNDERGROUND I LC S424 x 21.75 I 3542 CONC. WALK "� Is '� COLDUTILITY POLE p x32o. zr `$l UTILITY POLE WITH LIGHT 7480�W 2 804 1 N '� � hv � . T UTILITY POLE WITH TRANSFORMER PROPERTY , p STREET St -- �� OF CL&P i / TRANSFORMER EDG EASEMENT / J - \ ad SP TRANSFORMER •ILL EVRSRC 3548 x- d PROPERTY LINE EX. C6 \ / A N TF.•318.93 319.19 -zr- 4, EASEMENT LINE / I x A STREET TREE EASEMENT x , INV.•315.43 15" N I ( I 3 2 C 11) 0 IRON PIPE ( ) 2 _ 0 0 1/ STREET TR, 320 ' DOWNSPOUj i CONC. WALK �� , L i -0 O ® IRON ROD I �O � � V � x c0 Oh MONUMENT t 322.29 r _ CONC. M N. x N I i CO O N (TO BEST) �I 40' F Yry OSOUT ROADS x 322.33 I ' dC O� GUARD RAIL II b ry� in 4� ' c _cil 3 °O -� OR -a-v- SIGN I DRIVE cU 1° BIT.` j SITE FEATURES . I I +1� 12 5' N I11 5' x322.48 �� p 0 EDGE OF WATER 0 6.7' h -x x x x- BARBED WIRE FENCE Q I w§ ^pry �i f -o-0-0-0- w � w M u 3 a O CHAIN LINK FENCE 0 / Z N } EXISTING HOUSE m m w RAIL FENCE 40.4' 1 LOT#13 x3 2.i a o t i o I o U - - STOCKADE FENCE I °02.1' FF GAR.•132250 i x WIRE FENCE J N ' rn f ry STONE WALL = 1 �''. � I uj DOWNSPOUT 39.6' 12.0' 0 13.9' I - -- - ' OR TREE rqIx� H �O t2'� xg2 DOWNSPOUT TREE LINE \ 5.5'' 5.5, DOWNSPOUT B x320.36 ^i S NV 319.09 1 �� V SANITARY SEWER W \ \ o k 2 J (� LL1 - - - sx- - - sx- APPROX. SANITARY SEWER MAIN m - ` I wZ V Z - - - ssx - - - ssx - APPROX. SANITARY SEWER SERVICE LINE Q \ \ o i Q O Qs SANITARY SEWER MANHOLE m \ /NV. IN.•317.64 r �' V SEWER CLEAN OUT \\ \\ v I - `� O STORM SEWER \ \ w 320._._, ""'` M ,y �v z O 0 N -- -- APPROX. STORM DRAIN PIPE SEPT. RIGHT TO DRAIN o NOTES.• j V Lij z TANK SEE NOTE#5 0 1. PROPERTY IS IN THE RR ZONE. QQ STORM DRAIN MANHOLE \ bl 2. PARCEL CONTAINS 32,163 SQUARE FEET OR 0.738 ACRES. N \ 319 J. HORIZONTAL DA TUM IS BASED ON NAD83. VERTICAL DA TUM /S BASED ON 2 ® CURB INLET - i \ INV. OUT 317.24 NA V088. m ❑❑ CATCH BASIN I a I LOT 12 4. PROPERTY DOES NOT FALL WITHIN THE LIMITS OF A FLOOD HAZARD ZONE # \ \ AS DEPICTED ON: 'FIRM FLOOD INSURANCE RATE MAP NUMBER W O E TOPOGRAPHY I \ ' #2 GEDR/M PLACE co 0900JCOJ82F & 0900JCOJ81F TOWN OF SOUTH WINDSOR CONNECTICUT ` LOT 13 HARTFORD COUNTY COMMUNITY NUMBER 090036 EFFECTIVE DA TE.- -95- - - CONTOUR 25' ' \ 32,091 SO FT 0.74 ACRES 9 26 2008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL X 61.95 SPOT ELEVATION ` INSURANCE ADMINISTRA TION. I \ � _ 5. ALL LOTS WITHIN THE SUBDIVISION SHALL HAVE THE RIGHT TO DRAIN N WETLANDS \ SURFACE WATER OVER ABUTTING LOTS AS DEPICTED ON THE APPROVED J A A WETLANDS LINE \ x315.2 \ \ D-BOX x318. SUBDIVISION PLANS NO LOT MAY CREATE AN IMPEDIMENT THAT WOULD lN!316.15 \ RESTRICT THE NA TURAL FLOW OF SURFACE WA TER FROM ONE LOT TO m HEDGERW OUT.•316.06 ANOTHER LOT. \ a. r x3175 6. UNDERGROUND UT/CITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED EASEMENT 2 + \ \ AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD N AREA:14,306f F ( \ \ MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR mo A \\ GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER ' SOURCES. THESE L OCA TIONS MUST BE CONSIDERED AS APPROXIMA TE IN \ NA TORE. ADDITIONALL Y, OTHER SUCH FEA TURES MA Y EXIST ON THE SITE, o THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC.SEPTIC THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE � 4" FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORIT/ES PRIOR (n CP � \ � \ � \ TO CONSTRUCTION. z INV 31235 , \ ` \ 7. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG" FOR UNDERGROUND O 9 \ , s \ \ UTILITY MARKING A T LEAST TWO FULL WORKING DA YS PRIOR TO START OF x317.5 CONSTRUCTION: 1-800-922-4455 OR WWW.CBYD.COM. (n Ai V RIP-RAP \\\ \ \ \ Q �a , x 313.3P r/ o 10' S Y MAP REFERENCES.• 1. CHESTNUT RIDGE OPEN SPACE SUBDIVISION UTILITY PLAN 534 BARBER HILL 262.10' -�- ROAD SOUTH W/NDSOR, CONNECTICUT GIS #07800534 DA TE. 1/1012020 S8921'17'W REVISIONS- 412212021 SCALE' 1"=40' PREPARED BY DESIGN a_ �- PROFESSIONALS, INC. Lu IR (TO BESET) N/F HEDGEROW lR (TO BE SET) STATE OF CONNECT TICUT EASEMENT#2 Q (VOL. 556 PG .363) AREA:14,306f SF �i Q O �2 Z ~ I O O C SURVEY NOTES• Q THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNEC17CUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b-20 AND THE z O 'STANDARDS SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE Z to STATE OF CONNEC77CUr AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND W SURVEYORS, INC. ON AUGUST 29, 2019. O W N th m • TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY - RECORD AND IS W INTENDED TO DEPICT THE LOCAT/ON OF IMPROVEMENTS RELATIVE TO PROPERTY > Q Q LINES. O '. o o • THIS IS A RESURVEY BASED ON REFERENCED MAP. w O W F C�N�r • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS VERTICAL ACCURACY J O fit) C .,0 MEETS CLASS V-2 STANDARDS. TOPOGRAPHICAL ACCURACY MEETS CLASS T-2 STANDARDS. Q y � m TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTAN77ALL Y CORRECT AS NOTED N g =.k m ` HEREON. SHEET N is j Q s AIR `D RKE., L.S. 16766 i7 LIC. NO. v 1