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joist documentation s 36.000 FILE COPY 00 Of sl e o N HATCHES AREA = N � -a 1498.21 SQ I \ IR N If) 10,4 SQ FT 446L S. � r � 20.000 21.625 b236 ASY W - LL t t '✓'t F OR T E ,;q, JOB SUMMARY REPORT SR-269713.4te Cl:Roof Member Name Results Current Solution Comments Ridge above Great Passed 1 Piece(s)6 3/4"x 24"24F-V4 DF Glulam Ridge above Kitchen Passed 1 Piece(s)5 1/8"x 13 1/2"24F-V4 DF Glulam 02:Level Member Name Results Current Solution Comments Beam above Great(Verify Loads) Passed 1 Piece(s)5 1/8"x 10 1/2"24F-V4 DF Glulam 6c"� - H Ill E fi. TOWN OF QUEENSBURY APR 152019gjill FILE COP f IForte Software Operator Job Notes 4/1/2019 1:57:30 PM Forte v5.4,Design Engine:V7.1.1.3 Dawn Nelson Southland Log Homes Weyerhaeuser Company Stokes Residence (253)471-5118 #1900709 SR-269713.4te dawn nelson@weyerhaeuser.com Page 1 of 4 0, - RIEMBg" REPORT Roof,Ridge above Great PASSED F O R T 1 piece(s) 6 3/4" x 24°° 24F-V4 DF Glulam Overall Length:24'5 1/2" 0 0 1111 24 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 9667 @ 4" 15036(5.50") Passed(64°/0) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 7724 @ 2'5 1/2" 32913 Passed(23%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 55932 @ 12'2 3/4" 133604 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.227 @ 12'2 3/4" 0.793 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.407 @ 12'2 3/4" 1.190 Passed(L/701) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 • Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 24'6"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 24'6"o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 0.90 that was calculated using length L=23'9 1/2". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. Bearing Loads to Supports(fbs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-HF 5.50" 5.50" 3.54" 4286 5381 9667 Blocking 2-Column-HF 5.50" 5.50" 2.20" 4286 5381 9667 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 24'5 1/2" N/A 39.4 1-Uniform(PSF) 0 to 24'S 1/2" 11' 28.3 40.0 Roof (Front) Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 4/1/2019 1:57:30 PM Dawn Nelson Southland Log Homes Forte v5.4,Design Engine:V7.1.1.3 Weyerhaeuser Company Stokes Residence SR-269713.4te (253)471-5118 #1900709 dawn.nelson@weyerhaeuser.com Page 2 of 4 /r�• MEMSE• -EP•RT Roof,Ridge above Kitchen PASSED ' 0 1 piece(s) 5 1/8" x 13 1/2" 24F-V4 DF Glulam Overall Length: 16'5 1/2" 0 0 16 E Il All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDI° Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 6320 @ 16'1 1/2" 11416(5.50") Passed(55%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 5104 @ 1'7" 14057 Passed(36%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 23938 @ 8'2 3/4" 35805 Passed(67%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.326 @ 8'2 3/4" 0.526 Passed(L/582) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.568 @ 8'2 3/4" 0.790 Passed(L/334) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 •Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 16'6"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16'6"o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=15'9 1/2". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Column-HF 5.50" 5.50" 1.90" 2699 3621 6320 Blocking 2-Stud wall-HF 5.50" 5.50" 3.04" 2699 3621 6320 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 16'5 1/2" N/A 16.8 1-Uniform(PSF) 0 to 16'S 1/2" 11' 28.3 40.0 Roof (Front) Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 4/1/2019 1:57:30 PM Dawn Nelson Southland Log Homes Forte v5.4,Design Engine:V7.1.1.3 Weyerhaeuser Company Stokes Residence SR-269713.4te (253)471-5118 #1900709 dawn.nelson@weyerhaeuser.com Page 3 of 4 i:li/- F 0 MEMBER REPORT Level, Beam above Great(Verify Loads) PASSED 1 piece(s) 5 1/8" x 10 1/2" 24F-V4 DF Glulam Overall Length:22'5 1/2" I + 0 0 11 6'9" 4'3" i 0 11 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location l Allowed Result t.DF toad:Combination(Pattern) System:Floor Member Reaction(Ibs) 16136 @ 11'2 3/4" 18322(5.50") Passed(88%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 70 @ 10'1 1/2" 8556 Passed(1%) 0.90 1.0 D(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 128 @ 4'9 1/16" 16951 Passed(1%) 0.90 1.0 D(All Spans) Building Code:IBC 2009 Neg Moment(Ft-Ibs) -146 @ 11'2 3/4" 13066 Passed(1%) 0.90 1.0 D(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.000 @ 0 0.272 Passed -- 1.0 D(All Spans) (2L/999+) Total Load Defl.(in) 0.003 @ 5'3 1/16" 0.545 Passed(L/999+) -- 1.0 D(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 22'6"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 22'6"o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=8'10 1/8". •Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=5'7 15/16". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Snow Total Accessories 1-Column-SPF 5.50" 5.50" 1.50" 62 - 62 Blocking 2-Column-SPF 5.50" 5.50" 4.84" 7134 9002 16136 None 3-Column-SPF 5.50" 5.50" 1.50" 54 - 54 None 4-Column-SPF 5.50" 5.50" 1.50" 29 - 29 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location(Side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 22'5 1/2" N/A 13.1 Linked from:Ridge 1-Point(lb) 11'2 3/4"(Front) N/A 4286 5381 above Great, Support 2 Linked from:Ridge 2-Point(lb) 11'2 3/4"(Front) N/A 2699 3621 above Kitchen, Support 1 Weyerhaeuser Notes (IS}SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �� Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 4/1/2019 1:57:30 PM Forte v5.4,Design Engine:V7.1.1.3 Dawn Nelson Southland Log Homes Weyerhaeuser Company Stokes Residence SR-269713.4te (253)471-5118 #1900709 dawn.nelson@weyerhaeuser.com Page 4 of 4 0R g E "' JOB SUMMARY REPORT 6 SR-269714.4te Oh Garage Member Name Results Current Solution Comments Ceiling Beam(2 Locations) Passed 1 Piece(s)5 1/8"x 21"24F-V4 DF Glulam IDEckowLE APR 12' ii19 'OWN OF QUEENSBURY BUILDING&CODES Forte Software Operator Job Notes 4/1/2019 2:07:59 PM Dawn Nelson Southland Log Homes Forte v5.4,Design Engine:V7.1.1.3 Weyerhaeuser Company Stokes Garage SR-269714.4te (253)471-5118 Job#1900357 dawn.nelson@weyerhaeuser.com Page 1 Of 2 --1 F 0 R T E C MEMBER REPORT Garage, Ceiling Beam(2 Locations) PASSED 1 piece(s) 5 1/8"x 21" 24F-V4 DF Glulam Overall Length:24'5 1/2" + + o 0 LA 24' X 1 0 11 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 5246 @ 4" 11980(5.50") Passed(44%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 4298 @ 2'2 1/2" 19014 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 30350 @ 12'2 3/4" 70354 Passed(430/0) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2009 Live Load Defl.(in) 0.243 @ 12'2 3/4" 0.595 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.434 @ 12'2 3/4" 1.190 Passed(L/657) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/480)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 24'6"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 24'6"o/c unless detailed otherwise. •Critical positive moment adjusted by a volume factor of 0.93 that was calculated using length L=23'9 1/2". •The effects of positive or negative camber have not been accounted for when calculating deflection. •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. •Applicable calculations are based on NDS. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead FLrve Total Accessories 1-Stud wall-SPF 5.50" 5.50" 2.41" 2311 2935 5246 Blocking 2-Column-SPF 5.50" 5.50" 1.57" 2311 2935 5246 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead floor Live Loads Location(Side) Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 24'5 1/2" N/A 26.2 1-Uniform(PSF) 0 to 24'S 1/2" 12' 13.6 20.0 Ceiling (Front) Weyerhaeuser Notes l' SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 4/1/2019 2:07:59 PM Dawn Nelson Southland Log Homes Forte v5.4,Design Engine:V7.1.1.3 Weyerhaeuser Company Stokes Garage SR-269714.4te (253)471-5118 Job#1900357 dawn.nelson@weyerhaeuser.com Page 2 of 2 r !1 Z» °` MEMBERREPORT Level, Garage Singel Door Lintel PASSED V A 2 piece(s) 1 3/4" x 9 1/4" 2.0E Microllam® LVL 8 Length:9 0 0 FILE COPY 9 F.X y F ih 1J J +ar a0a 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design,Results ' 'Actual @ Location Allowed ,Result . LDF Load;Combination(Pattern) System:Floor Member Reaction(Ibs) 2785 @ 0 4 8 7066(4.75") Passed(39%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 2045 @ 1 3 4 6151 Passed(33%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 5389 @ 4 6 0 11204 Passed(48%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.123 @ 4 6 0 0.206 Passed(L/806) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.162 @ 4 6 0 0.412 Passed(L/610) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/480)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 8 10 0 o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8 10 0 o/c unless detailed otherwise. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead FLivlooer Total Accessories 1-Stud wall-SPF 6.00" 4.75" 1.87" 690 2160 2850 1 1/4"Rim Board 2-Stud wall-SPF 6.00" 4.75" 1.87" 690 2160 2850 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. • Tributary Dead Floor Live Loads Location(Side) Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 1 4 to 8 10 12 N/A 9.4 1-Uniform(PSF) 0 0 0 to 12 0 0 12.0 40.0 Roof Load (Front) Weyerhaeuser Notes @SUSTAINABtE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design • professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 4/9/2019 7:43:48 AM Forte v5.4,Design Engine:V7.1.1.3 Bill Whisonant WES,LLC 1900709 Garage Header.4te (803)957-4008 bill@weslexcom Page 1 of 1 HVAC Design Report R ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 08) Designer 4.Heating&Cooling Equipment Selection Verified 4.1 Equipment selected perACCA Manual S(see Footnote 19&20) O Air Conditioner/Heat Pump (Complete if air conditioner or heat pump will be installed;otherwise check"N/A") O N/A 4.2 Equipment type: MCooling-only air conditioner or O Cooling&heating heat pump - 4.3 Condenser manufacturer&model: - 4.4 Evaporator/fan coil manufacturer&model: - 4.5AHRI reference#: - 4.6 AHRI listed efficiency: 0 / 0 EER/SEER Air-source heat pump: HSPF Ground-source heat pump: COP - 4.7 Evaporator fan type: OPSC OECM/ICM •Other - 4.8 Compressor type: •Single-speed OTwo-speed OVariable-speed - 4.9 Latent capacity at design conditions,from OEM expanded performance data: 0 kBtuh - 4.10 Sensible capacity at design conditions,from OEM expanded performance data: 0 kBtuh - 4.11 Total capacity at design conditions,from OEM expanded performance data: 0 kBtuh - 4.12 Air-source heat pump capacity: At 17°F: 0 kBtuh At 47°F: 0 kBtuh •N/A - 4.13 Cooling sizing%=Total capacity(Item 4.11)divided by maximum total heat gain(Item 3.12): 0% - 4.14 Complete this Item if Condition B Climate will be used to select sizing limit in Item 4.15.Otherwise,check"N/A": •N/A - 4.14.1 Load sensible heat ratio=Max.sensible heat gain(Item 3.10)/Max.total heat gain(Item 3.12) = 85% - 4.14.2 HDD/CDD ratio(Visit energystargov/hvacdesigntemps to determine this value for the design location) 3.3 - 4.15 Check box of applicable cooling sizing limit from chart below. - Equipment Type(Per Item 4.2)& Compressor Type(Per Item 4.8) Climate Condition(Per Item 4.14) Single-Speed Two-Speed Variable-Speed For Cooling-Only Equipment or Recommended:90-115% Recommended:90-120% Recommended:90-130% For Cooling Mode of Heat Pump in O Allowed:90-130% O Allowed:90-140% O Allowed:90-160% Condition A Climate For Cooling Mode of Heat Pump in O 90%-100%,plus 15 kBtuh O 90%-100%,plus 15 kBtuh Cl 90%-100%,plus 15 kBtuh Condition B Climate 4.16 Cooling sizing%(4.13)is within cooling sizing limit(4.15) El Furnace (Complete if furnace will be installed;otherwise check"N/A") O N/A 4.17 Furnace manufacturer&model: - 4.18 Listed efficiency: 80 AFUE - 4.19 Total capacity: 0 kBtuh - 4.20 Heating sizing%=Total capacity(Item 4.19)divided by total heat loss(Item 3.14): 0% - 4.21 Check box of applicable heating sizing limit from chart below. - When Used for Heating Only When Paired With Cooling O 100-140% O Recommended: 100-140%Allowed:100-200% 4.22 Heating sizing%(4.20)is within heating sizing limit(4.21) O 5.Duct Design (Complete if heating or cooling equipment will be installed with ducts;otherwise check"N/A") O N/A 5.1 Duct system designed for the equipment selected in Section 4,perACCA Manual D • 5.2 Design HVAC fan airflow Cooling mode 593 CFM Heating mode 593 CFM - 5.3 Design HVAC fan speed setting(e.g.,low medium,high): Cooling mode Medium Heating mode Medium - 5.4 Design total external static pressure(corresponding to the mode with the higher airflow in Item 5.2): 0 IWC - 5.5 Room-by-room design airflows documented below(which must sum to the mode with the higher airflow in Item 5.2) - Room Name Design Airflow(CFM) Room Name Design Airflow(CFM) 1 Room1 47 13 2 Room10 50 _14 3 Room3 2 15 4 Room4 82 16 5 RoomS 47 17 6 Room6 197 18 7 Room7 134 19 8 Room8 32 20 9 21 10 22 11 23 12 Total for all rooms 593 -ria- wrightsaft' 2019-Apr-12 10:27:27 •---•,,,. ,....,,,.rn-•r'••‘ Right-Suite®Universal 2018 18.0.16 RSU21843 Page 2 ...stimate715\Documents\WrightsottHVAC\Stokes.rup Caic=MJ8 Front Door faces:N Y-\(22.„- ‘c\c-cS — 7-0\9, WIS WHISONANT 122 Nut Tree Court ENGINEERING Lexington,SC 29072 (0803- MN SERVICES, LLC bill@weslex.coOm May 23, 2019 To: Ms Dorthy Richberg (p) 803-407-4636 Southland Log Homes (f) 803-781-4128 7521 Broad River Road (e) drichberg@southlandloghomes.com Irmo, SC 29063 - EE ciiiTy I Project Stokes Residence 45 Alessia DriveQueensbury,NY 12804ill} 2820191 Re: Garage Glulam TOWN OF QUEENSBURY BUILDING&CODES Dorthy I received a phone call from the builder this morning. The garage glulam needs to be raised so that it will bear on the top plate for head room. 2x12 RIDGE BOARD v✓%2x6 FILLER '\- l c�c j/ (BY OTHERS; `� \ ` / 30 YEAR ARCHITECTURAL ROOF SHINGLES / ®�`� / ! (BY OTHERS) 1`Snd. / 4 •, wi 300 O OINGSHEATHING THIS PLANT BE ON PROJECT 1 —wl 3U ROOFING FELT{TYPICAL) `� BY OTHERS) SITE AT ALL TIMES FOR THE `�,_ ' 2x10 RAFTERS(a@ 16'O,G fl(BY OTHERS) DURATION OF CONSTRUCTION 2x10 CEILING JOIST @ 16"O.0 (BY OTHERS) � I2x10 CEILING JOIST SPLICE — OVER GLULAM 2x6 RAFTER PLATE • (BY OTHERS) p al 1 2x10 face mounted hangers bear gl 5 to pGlate LULAfvi RIDGE BEAM ` 14'S I— = �41 23'8" co 5 ■� 2,_0„ TOWN CIF QUEENSBURY BUILDING DEPARTMENT �ithourr comments shaamotabe construued as Thank you indicating the plans and s ecitications are in Whisonant Engineering Services, LLC Oi N� full compliance with the �uilding Codes of 1;, ,/ f ./��� New York State. 4:ynefi • Bill Whisonant,PE r C. ' I 11. to 08932S 4 ress� TOWNOFQUE' t )7 BUILDING & f Op ' '' Ta Reviewed B Date: Mr