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CC-0539-2021
Office Use Only ADDITION/ALTERATION PERMIT Permit#:C ,—0`Y - 2021 Town ofQycensbury APPLICATION Permit Fee:$ 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Invoice#: Flood Zone? Y N Reviewed By: Project Location: 708 Quaker Rd Tax Map ID#: 303.15-1-12 Subdivision Name: PROJECT INFORMATION: TYPE: ❑ Residential B Commercial, Proposed Use: Car Wash ❑ Single-Family ❑ Two-Family ❑ Multi-Family (#of units_) ❑ Townhouse ❑ Business Office ❑ Retail ❑ Industrial/Warehouse ❑ Garage (#of cars ❑ Other(describe ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: 1st floor: 5,071 sf 2nd floor: 2nd floor: 3rd floor: 3rd floor: Basement (habitable space): Basement (habitable space): Total sq ft: Total sq ft: 5,071 sf Updating wash tunneland equipment and adding Scope of work to be done: ga a p auxiliary buildings to site. E C EOWI SEP 14 2022 TOWN OF QUEENSBURY BUILDING&CODES Addition/Alteration Application Revised June 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 1 ,500,000 2. Source of Heat (circle one): I. Gas ❑ Oil ❑ Propane ❑ Solar ❑ Other: Fireplaces/inserts need a separate Fuel Burning Appliances & Chimney Application 3. Are there any structures not shown on the plot plan? ❑ YES 8 NO Explain: 4. Are there any easements on the property? ❑ YES 8 NO SITE INFORMATION: • Is this a corner lot? ❑ YES B NO • Will the grade be changed as a result of the construction? ❑ YES ® NO • What is the water source? 8 PUBLIC ❑ PRIVATE WELL • What type of wastewater system is on the parcel? 8 SEWER ❑ PRIVATE SEPTIC DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period. Any changes to the approved plans prior to/during construction will require the submittal of amended plans,additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. I certify that the application, plans and supporting materials are a true and a complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 5. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: Mark Specker Digitally signed by Mark Specker SIGNATURE: Marl( Specker =rk ckar@anark.�m.o=RazakDe=ignservice,.aMas a DATE: O9IO7�2O22 Dote:2022.09.14 12:58:58-04'00' Addition/Alteration Application Revised June 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Mark Stoecker Mailing Address, C/S/Z: 601 Main St.. Suite 200. Cincinnati. OH 45202 Cell Phone: ( ) Land Line: { ) (513) 233-3333 Email: msoeckerc reztark.com • Primary Owner(s): Name(s): Bryan Phalen Mailing Address, C/S/Z: Cell Phone: ( ) (404) 917-6401 Land Line: ( Email: brvan.DhalenashiconstructionarouD.com o Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( Email: **Workers' Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): Business Name: Reztark Design Services Contact Name(s): Mark SDecker Mailing Address, C/S/Z: 601 Main St.. Suite 200. Cincinnati. OH 45202 Cell Phone: ( ) Land Line: ( ) (513) 233-3333 Email: msDecker(reztark.com Contact Person for Compliance in regards to this project: Cell Phone: ( ) Land Line: ( Email: Addition/Alteration Application Revised June 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Mark SDecker Mailing Address, C/S/Z: 601 Main St.. Suite 200. Cincinnati. OH 45202 Cell Phone: ( ) Land Line: ( ) (513) 233-3333 Email: mspecker( reztark.com • Primary Owner(s): Name(s): Bryan Phalen Mailing Address, C/S/Z: Cell Phone: ( ) (404) 917-6401 Land Line: ( ) Email: brvan.DhalenashiconstructionarouD.com ❑ Check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contact Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( Email: **Workers' Comp documentation must be submitted with this application** • Architect(s)/Engineer(s): Business Name: Reztark Desian Services Contact Name(s): Mark SDecker Mailing Address, C/S/Z: 601 Main St.. Suite 200. Cincinnati, OH 45202 Cell Phone: ( ) Land Line: ( ) (513) 233-3333 Email: msDeckerrreztark.com Contact Person for Compliance in regards to this project: 414 ro f J . C Cell Phone: ( ) Land Line: ( ) Email: 631 83 ( F123 Addition/Alteration Application Revised June 2022 FIRE MARSHAL'S OFFICE Town ofQueensbury Vical Q J 742 Bay Road, Queensbury, NY 12804 "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Tidal Wave 708 Quaker Road _ CC-0539-2021 FILE COPY 7/22/2021 The following comments are based on a review of submittals: • Verify fire extinguisher location and inspection • Verify location and operation of exit/ Emergency lighting and external remote heads • Witness function test for CO/NO2 alarm and exhaust system ,4\k.e Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 firemarshal@queensbury.net • www.queensbury.net FIRE MARSHAL'S OFFICE tela4 Town ofQueensbury riJ 14,kr742 Bay Road, Queensbury, NY 12804 /0* "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Tidal Wave 708 Quaker Road CC-0539-2021 9/21/2022 Updated upon review of new drawing submittal The following comments are based on a review of submittals: • Verify fire extinguisher location and inspection. This was discussed with GC • Verify location and operation of exit / Emergency lighting and external remote heads. This was discussed with GC • Witness function test for CO/NO2 alarm and exhaust system • Locks / Latches to comply w/ Chapter 10 of the IFC • Truss ID labels will be required, as follows: - Pay station - Vacuum/vending bldg. - (2) vacuum canopy • Knox Box is required for FD entry x\i\C\X ---5 Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 firemarshal@queensbury.net • www.queensbury.net . . A KNOX Knox-Box® 3200 Series Serving First Responders Since 1975 HINGED r Ir9)R MODEL Recessed Mount High Security IndustriaVGovernment Key Box with Face Flange `.' Front View E .r _ 1c, u Surface Mount �E� 5"— I t Heavy 1/8"Thick -- Stainless t C!�'�` Stainless Steel Steel t i •• lock coverImmo., II _.e� I �r Door Hinge ��..1 ( Hole for I tamper seal o- 1/2"solid plate J steel door = The number one high-security KNOX-BOX"' is used for most with gasket 1/4"Solid steel housing 100•/welded commercial applications including businesses, schools, 3200 Surface Mount government and public buildings,community associations and apartment complexes. The 3200 Series KNOX-BOX holds keys, access cards and other small items necessary for emergency Front View Side View access. �- 7'WIDE -{ —3"DEEP— The hinged-door 3200 Series KNOX-BOX is more convenient than the lift-off door version because it allows single-handed 1/4°steel case, 100%welded operation and opened or closed, it's all one unit. ii [Mrcz, i7171 Features and Benefits 7' • Holds up to 10 keys and access cards in interior HIGH compartment • Ensures high security. Box and lock are UL5 Listed II III • Includes a Knox-Coat)proprietary finishing process \ Flange �� (recessed T'x 7 flange that protects Knox products up to four times better model only) (recessed than standard powder coat model only) - 3-3/4" - • Resists moist conditions with a weather resistant door I 3200 Recessed Mount gasket • Hinged door allows single-handed operation • Colors: Black, Dark Bronze or Aluminum Ordering Specifications Weight: Surface mount-8 lbs. Recessed mount 9 lbs. To insure procurement and delivery of the 3200 Series KNOX-BOX,it is suggested that the following specification paragraph be used: KNOX-BOX surface/recessed mount with hinged door,with/without UL Listed tamper switches. 1/4"plate steel housing,1/2"thick steel door with interior gasket seal and stainless steel door Options hinge. Box and lock UL Listed. Lock has 1/8"thick stainless steel dust cover with tamper • Alarm tamper switches (UL Listed) seal mounting capability. Exterior Dimensions: Surface mount body-4"H x 5•W x 3-3/4"D • Recessed Mounting Kit(RMK)for recessed models only Recessed mount flange-7•H x 7•W Inside switch for use on electrical doors, gates and other Lock: UL Listed. Double action rotating tumblers and hardened steel • pins accessed by a biased cut key. electrical equipment Finish: Knox-Coat'proprietary finishing process Colors: Black,Dark Bronze or Aluminum P/N: 3200 Series KNOX-BOX(mfr's cat.ID) Mfr's Name KNOX COMPANY KNOX COMPANY•1601 W.Deer Valley Road,Phoenix,AZ 85027 • (800)552-5669 • (623)687-2300 • Fax(623)687-2299 • Web:www.knoxbox.com • E-mail:info@knoxbox.com I) KNOX® Knox-Boxe 3200 Series Serving First Responders Since 1975 HINGED DOOR MODEL - MOUNTING DIAGRAM IRecessed Mounting Kit Suggested minimum mounting height The 3200 Recessed Mounting Kit(RMK) is used 6 feet above ground for recessed models only. It contains a shell ------_%---- Lange housing and mounting hardware to be cast-in- OrAonal Thick Rear Tamper steel I place in new concrete or masonry construction. Switch Washer After construction is completed, the KNOX-BOX __J mounts inside the RMK. The RMK may only be '� used in new concrete or masonry construction. To Installation In Cast Concrete I"- To builing alarm systemmqOtional -i building The optional Recessed Mounting Kit is for use Door TamperNMI alarmSwitch �2.i19BIa�n1111�)system in new concrete or masonry construction only. Doo �J — The kit includes a shell housing and mounting 3/8"Grade 5 or 1---- I hardware to be cast-in-place. The KNOX-BOX is Grade 8 Fastener Solid mounted into the shell housing after construction Solid concrete wall ---- aroc - concrete wall is completed. 3200 Series Hinged Door 3200 Series Hinged Door 1 Dimensions Surface Mount Recess Mount Rough-in Dimensions: 6-1/2"H x 6-1/2"W x 5"D 11 Inside View 5" IMPORTANT: Care should be taken to insure that 7/8" - 3-1/4° 7/8" — the front of the RMK shell housing, including the 3/4" — — 3/4"— 1 cover plate and screw heads, is flush with the Rear Tamper Switch Hole X® Kcy Hook Holes 7/8" finish wall.The RMK must be plumbed to insure /,/\, X®� t vertical alignment of the vault. N\ o * ® 2-5/16" t \O 0, :< X® 4 } 1-1/8" Recessed Mounting Using RMK shell is 2" ID: X® I , Recessed Mounting Kit (RMKI mounted in wall 1 ` \ during new KNOX-BOX® construction All mounting Alarm Wire Holes marked"X"are mounts inside Knckouts holes are 7/16" Exit Opening RMK shell after _— for alarm p g used for mounting with diameter.For -Rear Tamper at least 3/8"Grade 5 or completion of for alarm mounting use Switch Grade&fasteners construction ., wire conduit at least 3/8" Mounting Holes % Grade 5 or Grade 8 Trim rthar fasteners ' for tie-in I,� /to wall if ` 0 1 necessary Attention: KNOX-BOX®is a very strong device that MUST be mounted properly to �, \10 ,,1 ensure maximum security and resist physical attack. $I e. Knox®Rapid Entry System � The Knox Company manufactures a complete line of high security products including Recessed Knox-Box key boxes,key vaults,cabinets,key switches,padlocks,locking FDC caps, Flange plugs and electronic master key security systems. For more information or technical Mounting studs assistance, please call Customer Service at 1-800-552-5669. provided inside RMK shell Concrete or to accommodate masonry wall KNOX-BOXm construction KNOX COMPANY•1601 W.Deer Valley Road,Phoenix,AZ 85027 • (800)552-5669 • (623)687-2300 • Fax(623)687-2299 • Web:www.knoxbox.com • E-mail:info©knoxbox.com ©Copyright 2013. Knox Company MKi-KBSPEC-00194 1____k_.] i 7f1-44- uf4' ir-j --ftic'41\ a T i ��_ -�_z- i1 — - 1%111 — r i _ w- I I f , 0. l - - .--- - _ I • 7 'i G t_o XG 1.�,. II cones , --- -- — — --— — 10 _ X . • . - (Qg0 /-E , ( • ok , 2-- z'0', w;.141, p 5- 10 p5C C)'04 S`I" I 1 I (6)41 ., _ i , 1 ---- i h. E L1' _ I D ,%- q-in t nil 0,i s �:7 -P' +fS Q 1-‘) — — I 1 L,L 06 " -_—_, 5 LI ' .2 S3 1 ' 1 C ' I` I ---- 10,, Al ' s c. -cca,- ., 4- tft L. „f�l - - - _ _ - WA R- �►.r«) C_. .-1 c -i- -- - -- ö1II - - - - - T" --� f 1 {() 0a7,), &_].e' ' - ___I i i /_,,i0 ,__. a if cilitx 1 Li ,1 -- • 1 - 7- is , ye,1‹ems - 1- 1 . -1-- -- - i - - - --- - —ass 0 L -z _.-f 1 i __, _T _____:_ c. eiv___ 14„4.4....,„;., .:1.4_<1 1 1 -- - -- I I 1 7 -1_ r -I _ I i 1 1- _1 1 I - -_ ► - s 21012 Tidal Wave upto 4' Lintel s/ Design OK Jarrett Engineers, PLLC L g E: E9112w Eu L3-1/2X3-1/2X5/16 TOWN OF QUEENSBURY BUILDING& CODES I ID=0.32 k/fti v 0 Pinned Pinned I 4, 1 tie Design OK AISC Steel LRFD - L3-1/2X3-1/2X5/16 Steel A36 d Bending 0.29 l/Shear 0.04 Mu (Demand) 0.91 kip-ft Vu (Demand) 0.91 kips ' Mn (Capacity) 3.14 kip-ft DVn(Capacity) 21.30 kips Controlling Equation F10.2: Lateral-Torsional Buckling Controlling Equation G2.1: Nominal Shear Strength Location 2'0" Location 0'0" Load Combination 1.4D Load Combination 1.4D lI Deflection 0.20 Design Info Based On Service Cases Shape Type L3-1/2X3-1/2X5/16 Controlling Service Case D+ L Weight 7.20 lbs/ft Max Dy -0.03 in = L/1840 Self Weight Included Live Load Limit L/360 lx 2.44 in4 Dead+ Live Limit L/360 ly 2.44 in4 Snow or Wind Limit L/360 Cross Section Rotation 0° Total Load Limit L/240 Bracing Continuous 303.15-1-12 CC-0539-2021 Tidal Wave Auto Spa 708 Quaker Rd Commercial Alterations 1000 s.f. I e Result View Load Case v D v 0.65 kips 0.65 kips Max Dy=-0.03in@2'0" I aar=0.65 kips @ 0'0" I I Max Moment=0.65 kip-ft @ 2'0" Extremes Type Location Value Max dy 2'0" -0.03 in Max Shear 0'0" 0.65 kips Max Moment 2'0" 0.65 kip-ft Load Case Reactions Fy Reactions (Ibs) Support D L Lr S W E H R 1 652 0 0 0 0 0 0 0 2 652 0 0 0 0 0 0 0 Mz Reactions (lb-in) Support D L Lr S W E H R 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 I. Plots Load Combinations Dy(inches) 0.000 -0.010 -0.020 -0.030 -0.040 0 5 10 15 20 25 30 35 40 45 Shear(Ibs) 1000I 500 • 0 • -500 -1000 0 5 10 15 20 25 30 35 40 45 Moment(lb-in) 12500 10000 r __. • 7500 5000 2500 0 0 5 10 15 20 25 30 35 40 45 Legend 1.4D 1.2D+1.6L+0.5Lr ■1.2D+1.6L+0.5S ■1.2D+1.6L+0.5R ■1.2D+1.6Lr+1.0L ■1.2D+ 1.6S+1.0L 1111.2D+1.6R+1.0L ■1.2D+ 1.6Lr+0.8W ■1.2D+1.6S+0.8W ■1.2D+1.6R+0.8W 1.2D+1.6W+1.0L+0.5Lr 1.2D+1.6W+ 1.0L+0.5S ■1.2D+1.6W+1.0L+0.5R•1.2D+1.0E+1.0L+0.2S ■1.2D-1.0E+1.0L+0.2S ■0.9D+1.6W ■0.9D+1.0E ■0.9D-1.6W ■0.9D-1.0E L 'h Numerical Results (Load Case D) Details Location(in) Dy (in) Shear(lbs) Moment lb-in 0.00 0.00 652.40 0.00 6.00 -0.01 489.30 3425.10 12.00 -0.02 326.20 5871.60 18.00 -0.02 163.10 7339.50 24.00 -0.03 0.00 7828.80 30.00 -0.02 -163.10 7339.50 36.00 -0.02 -326.20 5871.60 42.00 -0.01 -489.30 3425.10 48.00 0.00 -652.40 0.00 21012 Tidal Wave upto 6' Lintel ✓ Design OK Jarrett Engineers, PLLC ,- - CEEIWEE [i L II JUL 19 2021 L4X3X5/16 TOWN OF QUEENSBURY BUILDING&CODES D=0.32k/ft 0 Pinned Pinned 6' ✓ Design OK AISC Steel LRFD - L4X3X5/16 Steel A36 ✓Bending 0.53 ✓Shear 0.06 Mu(Demand) 2.06 kip-ft Vu(Demand) 1.37 kips c Mn(Capacity) 3.85 kip-ft .1)Vn(Capacity) 24.34 kips Controlling Equation F10.2: Lateral-Torsional Buckling Controlling Equation G2.1: Nominal Shear Strength Location 3'0" Location 0'0" Load Combination 1.4D Load Combination 1.4D ✓Deflection 0.49 Design Info Based On Service Cases Shape Type L4X3X5/16 Controlling Service Case D+ L Weight 7.20 Ibs/ft Max Dy -0.10 in=L/750 Self Weight Included Live Load Limit L/360 lx 3.36 in4 Dead+ Live Limit L/360 ly 1.62 in4 Snow or Wind Limit L/360 Cross Section Rotation 0° Total Load Limit U240 Bracing Continuous . _ I Result View Load Case se D se 0.98 kips 0.98 kips Max Dy=-0.10 in @ 3'0" aar=0.98 kips @ 0'0" I I Max Moment= 1.47 kip-ft @ 3'0" Extremes Type Location Value Maxdy 3'0" -0.10in Max Shear 0'0" 0.98 kips Max Moment 3'0" 1.47 kip-ft Load Case Reactions Fy Reactions (Ibs) Support D L Lr S W E H R 1 979 0 0 0 0 0 0 0 2 979 0 0 0 0 0 0 0 Mz Reactions (lb-in) Support D L Lr S W E H R 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 I , ,•-, Plots Load Combinations v Dy(inches) 0.000• -0.025 -0.050 -0.075 . -0.100 . . -0.125 -0.150 0 10 20 30 40 50 60 70 Shear(Ibs) 15001 1000 500 - matametionisaiitheichorneammeim -500 -1000 -1500 0 10 20 30 40 50 60 70 Moment(lb-in) 30000 I 25000 20000 • ' • 15000 + • 10000 -i . . 5000 0- • 0 10 20 30 40 50 60 70 Legend 1.4D 1.2D+1.6L+0.5Lr •1.2D+1.6L+0.5S ■1.2D+1.6L+0.5R ■1.2D+1.6Lr+1.0L ■1.2D+1.6S+1.OL ■1.2D+1.6R+1.OL ■1.2D+1.6Lr+0.8W •1.2D+1.6S+0.8W ■1.2D+1.6R+0.8W 1.2D+1.6W+1.0L+0.5Lr 1.2D+1.6W+ 1.0L+0.5S ■1.2D+1.6W+1.0L+0.5R■1.2D+1.OE+1.OL+0.2S ■1.2D-1.0E+1.0L+0.2S •0.9D+1.6W ■0.9D+1.0E ■0.9D-1.6W •0.9D-1.0E cam. , • Numerical Results (Load Case D) Details Location(in) Dy (in) Shear(Ibs) Moment lb-in 0.00 0.00 978.60 0.00 6.00 -0.03 815.50 5382.30 12.00 -0.05 652.40 9786.00 18.00 -0.07 489.30 13211.10 24.00 -0.08 326.20 15657.60 30.00 -0.09 163.10 17125.50 36.00 -0.10 0.00 17614.80 42.00 -0.09 -163.10 17125.50 48.00 -0.08 -326.20 15657.60 54.00 -0.07 -489.30 13211.10 60.00 -0.05 -652.40 9786.00 66.00 -0.03 -815.50 5382.30 72.00 0.00 -978.60 0.00 4 �, 21012 Tidal Wave upto 8' Lintel ✓ Design OK Jarrett Engineers, PLLC 7 El L _ JUL 19 2Ci � 1.2 L5X3-1/2X5/16 TOWN OF QUEENSBURY BUILDING&CODES I I I D=0.32k/fti 0 Pinned Pinned 8'0" ✓ Design OK AISC Steel LRFD - L5X3-1/2X5/16 Steel A36 ✓Bending 0.66 ✓Shear 0.06 Mu(Demand) 3.67 kip-ft Vu(Demand) 1.84 kips 't Mn(Capacity) 5.58 kip-ft cIVn (Capacity) 30.42 kips Controlling Equation F10.2: Lateral-Torsional Buckling Controlling Equation G2.1: Nominal Shear Strength Location 4'0" Location 0'0" Load Combination 1.4D Load Combination 1.4D ✓Deflection 0.59 Design Info Based On Service Cases Shape Type L5X3-1/2X5/16 Controlling Service Case D+ L Weight 8.70 lbs/ft Max Dy -0.16 in=L/610 Self Weight Included Live Load Limit L/360 lx 6.58 in4 Dead+ Live Limit L/360 ly 2.69 in4 Snow or Wind Limit L/360 Cross Section Rotation 0° Total Load Limit U240 Bracing Continuous 1'1 f/ Result View Load Case se D se 1.31 kips 1.31 kips Max Dy=-0.16 in @ 4'0" sar= 1.31 kips @ 0'0" I I Max Moment=2.62 kip-ft @ 4'0" Extremes Type Location Value Max dy 4'0" -0.16 in Max Shear 0'0" 1.31 kips Max Moment 4'0" 2.62 kip-ft Load Case Reactions Fy Reactions (Ibs) Support D L Lr S W E H R 1 1311 0 0 0 0 0 0 0 2 1311 0 0 0 0 0 0 0 Mz Reactions (lb-in) Support D L Lr S W E H R 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 4 Plots Load Combinations Dy(inches) 0.00 -0.05 .. -0.10 ' • • • • • -0.15 ,• -0.20 -0.25 0 10 20 30 40 50 80 70 80 90 Shear(Ibs) 2000, • 1000 • -1000 • . • • -2000 0 10 20 30 40 50 60 70 80 90 Moment(lb-in) 50000 --`►.i 40000 � . 30000 i 20000 • 10000 • 0• • 0 10 20 30 40 50 60 70 80 90 Legend 1.4D 1.2D+1.6L+0.5Lr 111.2D+1.6L+0.5S ■1.2D+1.6L+0.5R ■1.2D+1.6Lr+ 1.OL ■1.2D+1.6S+1.OL 1111.2D+1.6R+1.0L III 1.2D+1.6Lr+0.8W ■1.2D+1.6S+0.8W ■1.2D+1.6R+0.8W 1.2D+1.6W+1.0L+0.5Lr 1.2D+1.6W+1.OL+0.5S ■1.2D+1.6W+1.0L+0.5R•1.2D+1.OE+1.OL+0.2S ■1.2D-1.0E+1.0L+0.2S ■0.9D+1.6W ■0.9D+1.OE ■0.9D-1.6W ■0.9D-1.0E ,t" ► Numerical Results (Load Case D) Details Location(in) Dy (in) Shear(Ibs) Moment lb-in 0.00 0.00 1310.80 0.00 6.00 -0.03 1146.95 7373.25 12.00 -0.06 983.10 13763.40 18.00 -0.09 819.25 19170.45 24.00 -0.11 655.40 23594.40 30.00 -0.13 491.55 27035.25 36.00 -0.15 327.70 29493.00 42.00 -0.15 163.85 30967.65 48.00 -0.16 0.00 31459.20 54.00 -0.15 -163.85 30967.65 60.00 -0.15 -327.70 29493.00 66.00 -0.13 -491.55 27035.25 72.00 -0.11 -655.40 23594.40 78.00 -0.09 -819.25 19170.45 84.00 -0.06 -983.10 13763.40 90.00 -0.03 -1146.95 7373.25 96.00 0.00 -1310.80 0.00 * . J 21012 Tidal Wave - upto 10' OH Door Header Q V C' v Design OK Jarrett Engineers, PLLC D JUL 192021 I TOBUILDING&CODE QUEENSBURY OF W8X13 ,D=1.30 k/ft 0 Pinned Pinned 10'0" lI Design OK AISC Steel LRFD - W8X13 Steel A36 lI Bending 0.75 tI Shear 0.23 Mu (Demand) 22.98 kip-ft Vu (Demand) 9.19 kips '1 Mn (Capacity) 30.78 kip-ft (1:1Vn(Capacity) 39.69 kips Controlling Equation F2.1:Yielding Controlling Equation G2.1: Nominal Shear Strength Location 5'0" Location 0'0" Load Combination 1.4D Load Combination 1.4D V Deflection 0.77 Design Info Based On Service Cases Shape Type W8X13 Controlling Service Case D+ L Weight 13.00 lbs/ft Max Dy -0.26 in = L/470 Self Weight Included Live Load Limit L/360 Ix 39.6 in4 Dead+Live Limit U360 ly 2.73 in4 Snow or Wind Limit L/360 Cross Section Rotation 0° Total Load Limit L/240 Bracing Continuous Result View Load Case v D v 6.57 kips 6.57 kips Max Dy=-0.26 in @ 5'0" I ear=6.56 kips @ 0'0" I I Max Moment= 16.41 kip-ft @ 5'0" Extremes Type Location Value Max dy 5'0" -0.26 in Max Shear 0'0" 6.56 kips Max Moment 5'0" 16.41 kip-ft Load Case Reactions Fy Reactions (Ibs) Support D L Lr S W E H R 1 6565 0 0 0 0 0 0 0 2 6565 0 0 0 0 0 0 0 Mz Reactions (lb-in) Support D L Lr S W E H R 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 Plots Load Combinations Dy(inches) 0.00• -0.10 • -0.20 • -0.30 -0.40 0 10 20 30 40 50 60 70 80 90 100 110 120 Shear(Ibs) 10000 5000 • . - • 0 • • • • • -5000 -10000 0 10 20 30 40 50 60 70 80 90 100 110 120 Moment(lb-in) 300000 .p� 250000 [ + 200000 • 150000 • • 100000 50000 .• 0• • 0 10 20 30 40 50 60 70 80 90 100 110 120 Legend 1.4D 1.2D+1.6L+0.5Lr ■1.2D+1.6L+0.5S ■1.2D+1.6L+0.5R ■1.2D+1.6Lr+1.OL it 1.2D+1.6S+ 1.OL 111.2D+1.6R+ 1.0L ■1.2D+1.6Lr+0.8W •1.2D+1.6S+0.8W ■1.2D+1.6R+0.8W 1.2D+1.6W+1.0L+0.5Lr 1.2D+1.6W+1.0L+0.5S •1.2D+1.6W+1.0L+0.5R•1.2D+1.0E+1.OL+0.2S ■1.2D-1.0E+1.0L+0.2S •0.9D+1.6W ■0.9D+1.0E ■0.9D-1.6W ■0.9D-1.0E a . . Numerical Results (Load Case D) Details Location(in) Dy (in) Shear(Ibs) Moment lb-in 0.00 0.00 6565.00 0.00 6.00 -0.04 5908.50 37420.50 12.00 -0.08 5252.00 70902.00 18.00 -0.12 4595.50 100444.50 24.00 -0.15 3939.00 126048.00 30.00 -0.18 3282.50 147712.50 36.00 -0.21 2626.00 165438.00 42.00 -0.23 1969.50 179224.50 48.00 -0.24 1313.00 189072.00 54.00 -0.25 656.50 194980.50 60.00 -0.26 0.00 196950.00 66.00 -0.25 -656.50 194980.50 72.00 -0.24 -1313.00 189072.00 78.00 -0.23 -1969.50 179224.50 84.00 -0.21 -2626.00 165438.00 90.00 -0.18 -3282.50 147712.50 96.00 -0.15 -3939.00 126048.00 102.00 -0.12 -4595.50 100444.50 108.00 -0.08 -5252.00 70902.00 114.00 -0.04 -5908.50 37420.50 120.00 0.00 -6565.00 0.00