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HomeMy WebLinkAbout25-0096 418 Park View Loop-City Approved Job Site Plans "'INYF�[.l fi TWIN MCI IS City of Twin Falls a,�♦ Q�o� General Inspection Notes 4e' s�av1N°Q 250096 NOTE: This is not a complete list and is not inclusive of all construction methods, materials or practices. These checklists are intended to serve as a guide for the items that cause the most issues during inspections and promote consistency in the application of the codes and standard practices. Compliance with all the provisions of applicable codes shall be required. The information in the checklists is not, or was it ever intended to be, all inclusive. It does not include all code or individual plan requirements. It is intended to reflect local policies, procedures practices within the City of Twin Falls. These checklists do not waive any specific code requirements not listed or allow for the decrease in the requirements of an engineered design. It also does not add requirements where the minimum of the code has been met. This page and all approved plans, associated documents, revisions and changes to the plans must be maintained on site and available for review at all times. FIRE BUILDING FINAL INSPECTION INFORMATION Fire Alarm Inspection: Footing/Foundation Inspection: COMMERCIAL OCCUPANCY * Fire alarm plans must be approved by the State Fire Marshal's office or if applicable the Twin Falls Fire Marshal *All re-bar must be tied in place at time of inspection. prior to installation and inspection. *All hold down anchors installed properly. Final inspections are required by multiple City Departments/Inspectors prior to getting your Certificate of Occupancy. * Fire alarm system must be wired to call out from a land line, or with a cell dialer. (Voice over IP is not allowed). * Fire alarm system must be live and capable of calling the Twin Falls Dispatch Center on the day of testing. Shear Inspection: Make sure to have the approved set of plans and inspection card on site for all inspections. *All hold downs must be installed per approved plans and manufacturers installation guide. Fire Sprinkler Inspection: *Fasteners should not be overdriven and shiners should be removed and/or replaced. If you have Special Inspections: Once the required special inspections have been completed a final report needs to be submitted to the * Fire sprinkler plans must be approved by the State Fire Marshal's office prior to installation and inspection. Underground fire * Install the correct type of fastener at the correct spacing. building department certifying corrections of any discrepancies noted in the special inspection reports.This final report can be sprinkler line must be inspected by the Twin Falls Fire Department prior to being covered. submitted anytime before requesting occupancy. * Pipe or hose used for flushing the underground sprinkler line must be secure, incapable of movement,and is deemed safe Framing Inspection: by the inspector. Required Site Work inspections may be requested and completed as the work is done or as required by the specific department by * Rough to cover inspection and hydro testing must be completed before covering or tenting the above ground fire sprinkler *Accessibility standards are in compliance.(ICC A117.1-2009) contacting the following: system. * Required load paths to footing for all load points are installed. Planning and Zoning(parking and landscaping)---Planner-208-735-7270 or Office-208-735-7267 *Stair rise and treads must meet code requirements. Engineering(Retention, curb,gutter,sidewalk, drive approaches)--- Lab inspection line 208-735-3446 Kitchen Hood Inspections: *Min rise 4", Max rise 7", Max tread 11" Street Department(road cuts)---Office-208-736-2226 * Fire suppression system must be installed and ready for trip test(trip link, balloons, etc.) prior to inspection. *Min nosing is 3/4", Max nosing is 1 1/4"and cannot differ in length by more than 3/8" * Kitchen hood must be wired to initiate the fire alarm upon activation of the fire suppression system. (The only exception to Provide required up-lift protection for all trusses. When you are ready for any Fire Department inspections please call(extinguishers,fire/alarm/sprinkler systems): this is if the building does not require a fire alarm to be installed) - Fire Inspection Line-208-735-7338 *All electrical outlets, lighting,and appliances under the kitchen hood must shut down upon activation of the fire suppression Final Inspection: When you are ready for a building final inspection on the structure: system. * Landings to meet minimum code requirements. Make sure you have the final inspections on the plumbing,electrical,and mechanical work. * Main gas valve must be installed and must shut down upon activation of the fire suppression system. (Doors 1010.1.6, Ramps 1012.6,Stairs 1011.6) Call the building inspection line 208-735-7333. * Exhaust fan must be capable of running continuously upon activation of the fire suppression system. *Accessibility Standards are in compliance.(ICC A117.1-2009) All departments will be notified by this office to go do their final inspection. * Make up air must be capable of running continuously upon activation of the fire suppression system. * Egress door sign-age is posted and correct verbiage is used. Final Inspection: *"DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED" If there is an elevator in the building please contact the Division of Building Safety at the following link for any permits/inspections: *Correct hardware has been installed on all doors. http://dbs.idaho.gov/programs/industrial/fagEL.html *Address must be posted as outlined on the approved set of plans or previously approved by the Twin Falls Fire Marshal. *Panic hardware is installed where required. *Accessible hardware is installed where required. Once ALL the departments have signed the Certificate of Occupancy the Building Official will sign,and then it will be ready to be picked * Handrails shall be installed where required. up or emailed. ENGINEERING *Stairways shall have handrails on each side. To streamline and eliminate confusion regarding engineering department commercial permit inspections,the following will *All racking and shelving to be in place. If you need a Temporary Certificate of Occupancy there is a $1,000 refundable deposit required.All departments are required to sign need to be inspected prior to signing the Certificate of Occupancy.All inspections will be completed using the City of Twin *All Exit signs are field verified.(must be visible-nothing can block the line of sight) and give a list of outstanding issues. Once the temporary is all signed and the list made you will need to come in and sign stating you Falls approved(stamped) plans. * Maximum Occupancy signs posted where required. know what those issue are,that you will have them completed by the specified time,and will call for inspection as those items are *Special Inspection reports and balance reports need to be received by our office. completed. It is up to each department to determine if you meet their qualification for temporary occupancy. Storm Water Facility Inspections:(33 phases) * Inspection of excavation, including dimensions and geotextile fabric.All adjoining trenches leading to storm water facilities PLANNING&ZONING NOTE: If a building was originally done as a shell,the shell building permit is required to be finaled prior the tenant improvement also need to be excavated and inspected. permits can be finaled. In addition, if Temporary Occupancy is needed there will be$1,000 refundable deposit for each permit. * Inspection of storm drain pipes(per plans)need to be in place(not covered)for visual inspection.The drain rock must meet Landscaping ISPWC section 801 Drain Rock requirements.All pipe connections to storm water facilities must be completed. *City code allows us to issue a TCO with landscaping incomplete. However,we cannot extend * Inspection of completed storm water facilities with the above referenced drain rock and geotextile fabric showing proper the on a definTCOitive beyond the current planting season.This means that we will work with the applicant date of their choosing, but not typically beyond 2 3 months. cover and overlap. Trash Enclosures: Site Inspections: Please have the Address posted on site for all inspections. *Trash enclosures should be finished before a final inspection is requested, including the front *Verify that the parking lot layout(design)and striping matches the plans. gate on the enclosure. *Verify that the parking lot surface is an approved"hard"surface. Please have a printed COLOR copy of City Approved Plans on site for all inspections. *Verify that there is ADA compliant access from the Right-of-Way(ROW)to the building envelope. We cannot issue a TCO if this item is not completed. Right-Of-Way Inspections: *Verify driveway approach widths and locations according to plans. *Verify ADA compliance of Curb/Gutter,Sidewalks,and Sidewalk/Driveway combinations. *Verify ROW connections to other Agencies/Entities meet's ADA tolerances. 2018 IBC Section 105.4 Validity of Permit: Flood Plain Inspections: *Verify flood plain location and compare plans to the site. 2018 IBC Section 105.4 Validity of Permit: The issuance or granting of a permit shall not be a permit for, or approval of, any violation of any of the provisions of this code or of any other *Verify the commercial buildings are one foot above base flood elevation. ordinances of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The When ready for inspection please call the Engineering inspection line at 208.735.3446. For same day inspections,call before building official is authorized to prevent occupancy or use of a structure where in violation of this code or of any other ordinance of this jurisdiction. 7:30 am. Having these inspections approved when the work has been completed will ensure the Certificate of Occupancy is issued in a timely manner. Additional general comments specific to this permit Reviewer: Department Review Comments J.Victor: Building Safety Show high-low drinking fountain. I'm only seeing a bottle filler. See IBC chapter 29. J.Victor: Building Safety Provide panic, push-pad, or lever that deactivates lock in a single motion on the two additional exit doors. See IBC section 1010.1.9.4.(2). J.Victor: Building Safety Specify locking mechanism on main exit. Small thumb locks not permitted. See IBC section 1010.1.9.1. J.Victor: Building Safety Show 30"clear space below floorjoists in crawl space per local code amendment. Show on cross sections. J.Victor: Building Safety It appears that the F-1 &F-2 furnaces are located in the crawl space. Please show how you will comply with IMC section 306.4. J.Victor: Building Safety Show location and size of crawl space accesses on floor plans. CITY APPROVED PLANS J.Victor: Building Safety Will any of the patients be rendered unconscious to do any dental procedure? If so, show compliance with IBC section 422. If not, provide a letter from owner stating that no patients will be rendered incapable of self preservation by the services Reviewedfor Code Compliance provided. PLANS MUST BE ON JOB SITE J.Victor: Building Safety Missing sewer capacity fee worksheet. See building permit application on www.tfid.org. FOR ALL INSPECTIONS J.Victor: Building Safety I am coming up with different square footage numbers based upon exterior wall measurements. I am measuring 4584 for the 1 st floor dental office, 2669 for the shelled space. The second floor was the same. Please confirm. J.Victor: Building Safety Missing ComChecks for Envelope&Lighting. J.Victor: Building Safety Provide accessible route from public sidewalk to building entrance. See IBC section 1104.1. G. Hammett: Fire While every effort has been made to perform a complete and accurate plan review, it does not exempt the Fire Marshal's office from code requirements omitted from drawings that are identified during field inspections. Page 1 of 62 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING LICENSED ARCHITECT AR M5693 2-28-25 JUSTIN M_ CAMPBELL STATE OF IDAHO PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 HEAD HEIGHT HEAD HEIGHT HEAD HEIGHT HEAD HEIGHT HEAD HEIGHT HEAD HEIGHT 8'-0"A.F.F. 8'-0"A.F.F. 8'-0"A.F.F. 8'-0"A.F.F. 8'-0"A.F.F. 8'-0"A.F.F. BLOCK 13 E1l EEI EEI F71-81W17 EEI LOT 20 5'-0°x 4'-0" 5'-0.x 4'-0" 5'-0°x 4'-0" 5'-0'x 4'-0" 5'-0'x 4'-0" 5'-0'x 4'-0" FIXED FIXED FIXED FIXED FIXED FIXED HEAD HEIGHT HEAD HEIGHT HEAD HEIGHT TWIN FALLS, 8'-0'A.F.F. 8'-0"A.F.F. 8'-0'A.F.F. TREATMENT TREATMENT TREATMENT TREATMENTFO-FENIN6 REATMENT TREATMENT wt5 wla wts COUNTY NO.1 NO.2 NO.5 NO.4NO.5 NO.6 5'-0"x 5'-0' 5'-0°x 5'-0" ° 5'-0"x 5'-0° PROJECT ADDRESS: 10'-4'x 12'-2" 10'-T x 12'-2' 10'-T x 12 2" 10'-T x 12'-2" 0'-0"x 12'-2" 10'-0"x 17'-8' FIXED FIXED D23 "' FIXED 418 PARK VIEW o ° � LOOP 3 DRAWING TITLE: PANIC, PUSH-PAD, 0 _ MAIN OR LEVER THAT LEVEL DEACTIVATES LOCK =____ _�_______ _______�_______ __ ____ ______ _______ _______ _______ FLOOR 9'-4"x _O,1 3'_O"x V-0° 3�_p.x 9'-O" 9'-O"x V-0. 3�_p.x✓S'_O' 9'O.1 x V-0° 5'-O"x 9'O�� 3'_O"x&'-0° 3'-0„x&'-0• OPEN OPENING OPENING OPENING NING OPENING OPENING OPENINGOPENING PLAN D4 CORRIDOR s p 5'-0"WIDE D17 CONTRACTOR: OPENINGO OPENING 18./42"GRAB BAR 18, _______ _______ _ i ---------------------------- xill HYSIENE ___` 42 GRAB BAR [� CORRIDOR ' n NO.I - ACCESSIBLE ACCESSIBLE 4'-s"WIDE n'-2°x 9'-6" w W c 3 REST ROOM I I REST ROOM m m css II STERILIZATION II T-a'x T-t0" T-o'x T-s" , li CARTS IE z J x � 14'-6 x 8-0 i I p os OFFICE D7 LAB m ---- --------------- - - -------- ELECTRIC . m 3'-O" 8'-0'x 7'-6' 3'-O" 8'-fi°x 11'-0' _-- O I z I I 18"/42"GRAB BAR PLACE O C FIRE PLACE pO -- OPENING STORAGE Q ry L i' L ----- II 'ACCESSIBLE\` Da 10'-4"x s-s" CARTS °° _ HYGIENE _ I REST ROOM "A to._o..x s._3. �, NO.2 T-6"T-4'x OFFICE n'-2'x 9'-6" N _x I I o� e'-6"x s'-D. - r i `---� 18"/42"GRAB BAR LEASE HYGIENE - CORRIDOR SPACE �= STORAGE WAITING ISLE`, 4'-6'W1DE 100 PROJECT ARCHITECT -o ROOM CORRIDOR s'-to^x 7'-6' M �� T ROOM 5'6"WOE D10 p' -10"x 7'6" O ARTWR/GN n_ 17'-0'x 18'-4' g-p O 3 PANO j 7'-0"x C-C j j' " " ARCHITECTS&ENGINEERS m ry HYGIENE L63 OGSOUTH 300 EAST o I m I I � N a X x z 435 75.285TAH 84321 D12 D75 ®® m,O NO.9' F435753.2850 I I I 2'-8.'x 8'-0" iv 11'-2'x 9'-6" F435 753.2851 M OPENING L__ ______� OUTLINE OF ©2024 CARTW RIGHT UPPER LEVEL CORRIDOR WWW.CARTWRIGHTENGINEERS.COM 6 WEE 1 HR RATED MED 4 <° 0 ----------- --' -_-_-_-_-_-_- GAS ROOM OPENING ryz O O Q O ° 3A Ds 1RECEPTION MEDICAL 3'-0 HYSIEME CONSTULATION Zo- 1 6A5 DteW N0.4 11'-3• 8'-0 2-8"x B'-D" ry S 11 CHECK-IN - n'-2'x 9'-s" OFFICE 6'-0'x 15'-0" D2 3'O °12 1113°14:115 1i 16 1 u I o q o I VESTIBULE -____ 111 gA ------- JANITOR _ 7'-0"x 14'-fi° 3'-p"x 8'-O" ry 0 1 �n x OPENING 3'-O" 2'-b" LANDING - Oa) BUSINESS Ds D1s D1a � HYGIENE N0.5 1 DER 6'-7"x 6'-9" Ili lu it Ili II II o o u u x z' o 110 II II II II ' STORAGE 1® � 11 �10i u 9 0 8 u 7 u 6 u 5 u 4 it 3 ili 2 lij 1 it � I I 11'-2°x 9'-8" 5'0" 5'-0" 5'-0" U IIL UNTERI1 IF ID6EI PLOOR 9-p" 3b'.3b" 3'-0" 5'-0"x 8wL FIXED --- SINK Di6 �� li D20 p FIXED W6 L54 y 3'-0"x 4'-0° 370°x 4'-0" 3'-0"x 4'-0° AIR COMP 550R O FIXED FIXED FIXED MECHANICAL HEAD HEIGHT HEAD HEIGHT 51 W2 L92 W3 ETER ROOM x W I I 8'-0"A.F.F. B'-0'A.F.F. o II D22 HEAD HEIGHT HEAD HEIGHT HEAD HEIGHT 8'-0"x 5'-9° c Q 8'-0"A.F.F. 8'-0"A.F.F. 8'-0"A.F.F. DENT 6'-0'x 4'-0. D21 6'-0"x 4'-0° EQU NEE FIXED 4 FIXED -0"x 5-9' W4 WS HEAD HEIGHT LEA° PANIC, PUSH-PAD, L HEAD A.F.F. 8'-0"A.F.F. L53 OR LEVER THAT MINIMUM CRAWL DEACTIVATES LOCK SPACE SIZE FOR E UIPMENT ACCESS MAIN LEVEL FLOOR PLAN 50"x 42"DRAWING SCALE: 1/4"=I'-0' TOTAL GROSS BUILDING AREA-8,182 SO,FT. DENTAL MAIN LEVEL GROSS AREA-4,584 SQ.FT. DENTAL UPPER LEVEL GROSS AREA-929 SO.FT. cITv PCRovED PLANS LEASE SPACE 100 GROSS AREA-2,669 SQ.FT. MUST RE Comp1 ON LOBS� PLANS 8E B SITE FOR ALL INSPECRONS SHEET NUMBER NORTH Al DATE 12 DECEMBER 2024 PROJECT NAME: ROOF SHEATH115 AT TOP A NEW OF ROOF PROFESSIONAL OFFICE GABLE TRUSS AT DRAFT STOP BUILDING LOCATION t..11DAHO T DRAFT STOP TO BE ONE LAYER OF 7/I6"O.SB. ATTIC ACCESS NOTE: PLYWOOD SHEATHING ONE SIDE OF TRU55 FROM PROVIDE 22"x 50"ACCESS INTO EACH ATTIC BOTTOM CHORD OF TRUSS TO TOP CHORD OF SPACE-FIELD VERIFY LOCATIONSAT SO-EXTEND PLYWOOD TO EDGE OF FASCIAAT SOFFIT PROPERTY LOCATION: IIIFUIIr CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 DRAFT STOP SECTION LOT20 ICI 5GALE: NOT TO 5GALE AID --------------------------------------------------------------------------------T -----------------------------------------------------------------------------------}------------------------------------------------------------------------------, TWIN CIOU TYSI PROJECT ADDRESS: II 418 ---------------------------------------------------------------------------------------------------------------------;I, PARK VIEW I � I II DRAFT STOP LOCATION LOOP RE:ROOF FRAMING FLAN li FOR DRAFT STOP 6ABLE � I � TRU55 LOCATION li li DRAWING TITLE: II I ' I II II I ' I II j ll ROOF PLAN II I � I II II I � I II II I I II ATTIC AREA ATTIC AREA li 1,809 50.FT. I, 2,110 50.FT. i i i li ATTIC AREA 2,645 50.FT. CONTRACTOR: II � I II II ; I II ; ; - II II II II II I � I II I I I.1 I YJ I 0 I ; I II J II I II II II II II II I II II II I I ; II II I II II I I II II I � I II II I II II II I II II II I � I II I I � I II II I II II C II II II II L D ; I II II II II II II II II r----------------------------------------------------------------------------------Lti II II II jl I I II II II II II I I --------------------------------------------------------------------------------I II it li II PROJECT ARCHITECT Ii UPPER LEVEL ATTIC AREA i 929 50.FT. I i ARMNION j ARCHITECTS&ENGINEERS j I i 635 SOUTH 100 EAST LOGAN,UTAH 84321 II II II II T435 753.2850 I F435 753.2851 j ©2024 CARTWRIGHT I I I W W W.CARTW RIGHTENGINEERS.COM II II II II II II II II I I L-- II II II � II II II II II II II II II II II II II ATTIC AREA 659,50.FT. I I li II II ili G I � II II i — I I I I II 1 � I I , I L------------__________ ------------------____________________------------------J r---- -----_______________________________ J I L . I I \� ILI II I I � ; I L J ------------------------------------------------------------------------ BIRDSY ROOF2 PLAN 50"x 42"DRAWING SCALE: 1/4"=I'-0" CITY APPROVED PLANS n<viewee/w cae<comPuo"« PLANS MAST BE ON LOB SITE FOR ALL INSPECTIONS SHEET NUMBER A10 NORTH DATE ,2 DECEMAER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING t1DAHO T PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 TWIN FALLS, COUNTY TREATMENT TREATMENT TREATI-¢NT TREATMENT TREATMENT TREATMENT NO.1 .2 .3 .4 .5 .b PROJECT ADDRESS: 418 PARK VIEW 0 go LOOP 0 0 0 0 0 0 0 0 0 0 DRAWING TITLE: MAIN LEVEL +9'-0"A.F.F. +9'-0"A.F.F. +9'-0"A.F.F. +9'-0"A.F.F. +9'-0"A.F.F. +9'-0"A.F.F. REFLECTED CEILING PLAN +10'-0°A.F.F. CORRIDOR CONTRACTOR: EXIT ExIT +R-0"A.F.F. - +9'-0°A.F.F. +10'-0"ATE, V CARTS HYGIENE (Y +10'0"A.F.F. w ACCESSIBLE AGGESSIBLE.- - - +9'- A.F.F. Q REST ROOM REST ROOM LAB J OFFICE CORRIDOR +10'-0"a.F.F. STERILIZATION +10'-0"A.F.F. Lm 0 F +9'-0"A.F.F. C +10'-0°A.F.F. CCL L 0 HYGIENE D ACCESSIBLE . .REST' +10'-T A.F.F. r:— NO.2 N STORAGE CARTS +9'-0°A.F.F. +13'-0"A.F.F. I LEASE OFFICE +10'-0°A.F.F: A.F.F. SPACE 00 CORRIDOR 7PROJECT ARCHITECT CORRIDOR HYGIENE ACCESSIBLE FANO O 0 STORAGE REST ROOM ARTWR/GN I WAITING ARCHITECTS&ENGINEERS ROAM 635 SOUTH 300 EAST I +10'-0°A.F.F. Q HYGIENE LOGAN,UTAH 84321 NO.3 T435 753.2850 +9'-0°A.F.F. F435 753.2851 ©2024 CARTW RIGHT I +10'-0°A.F.F. W W W.CARTW RIGHTENGINEERS.COM EXIT CORRIDOR --'- --- -- O +10'-0"A.F.F. HE0IGAL 0 HY661ENE +101 A.F.F. +10'-O-A.F.F. CHECK-IN OAS +to'-T AE.F.- - CONSTULATION OFFICE O +1Y-C"A.F.F. +10'-0°A.F.F. VESTIBULE _ HYGIENE BUSINESS LANDING.. O N0.5 + vf STORAGE ELECTRICAL SYMBOLS +10'-0"AFF. 0 EXIT I x 4 LED SURFACE MOUNTED 4x4 LID DROP IN Fol 3x4LJDDROPIN FINISHED CEILING SCHEDULE Job RECESSED FIXTURE �l SUSPENDED GRID ACOUSTIC MAIN LEVEL (I) DUPLEX RECEPTACLE-WP=WEATHER PROOF CEILING NTH 2'd LAY PIES REFLECTED GE I L I N6 PLAN y 6FI=6RND FLT-IC=150LATED CIRCUIT 50"x 42"DRAWING 5GALE:I/4"= '-0" i F 1F EXHAUST FAN-SEE MECHANICAL PLANS OC OCCUPANCY SENSOR CITY APPROVED PLANS GYPSUM WALL BOARD W1df. ed11e .— EXIT EXIT 5I6N WITH BATTERY BACKUP CEILING-PAINTED PIANS MUST eE ON toe SITE SwrccH OPAL"s°F`T SHEET NUMBER 1>0 EMERGENCY LIGHTING All NORTH DATE 12 DECEMBER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING LICENSED ARCHITECT AR 985693 1-2-2025 JUSTIN M. CAMPBELL STATE OF IDAHO WALL SUSPENDED CEILING NOTES: j 1. COMPLY WITH INTERNATIONAL BUILDING CODE 2012 SECTION 808 O"MAX. 12'-0" '-O"MAX. TO MEET ASCE 7-10 SEC.13.5.6.2.2. PROPERTY LOCATION: 0 0 COMPRESSION 200 L.B.MINIMUM B1 1 2. IN EACH ORTHOGONAL HORIZONTAL DIRECTION,ATTACH 0 n 0 STRUT CONNECTION STRENGTH 4'-0" ONE END OF THE CEILING GRID TO THE PERIMETER WALL 0 11 / (' TYP. TIGHT WALL MOLDING ANGLE. AT THE OTHER END OF EACH DIRECTION, CANYON TRAILS VI PROVIDE 3/4"CLEARANCE AT THE END OF THE TEES& SUBDIVISION Q '� Ei REST THE TEES UPON THE PERIMETER ANGLE,FREE TO SLIDE. 2" STRUCTURE ABOVE f N0. rJ AGM-I SEISMIC WALL HORIZONTAL R STRAINT,(4)WIRES G D WITHIN 8"OF THE PERIMETER,PROVIDE RIGID SPREADER ATTACHMENT CLIP WITHIN 2"OF INTERSECTION AND CONNECTION DEVICE .j BARS BETWEEN ALL TEES. STAFF SPLAYED 90 DEG APART AT TO STRUCTURE MUST 3. MECHANICALLY ATTACH ALL LIGHT FIXTURES TO GRID ROOM STORAGE BLOCK 13 TEE AT TIGHT WALL �� 45 D G ANGLES SUPPORT 100 LBS.MIN t �! PER NEC 410-16(2 PER FIXTURE UNLESS INDEPENDENTLY ROOM N.T.S. r✓I < Q SUPPORTED.) LOT 20 12 GA.VERTICAL HANGER F 3 4. SUPPORT PENDANT FIXTURES DIRECTLY FROM WIRE - z STRUCTURE WITH 9-GA WIRE. r 5. SUPPORT LAY-IN OR CAN LIGHT FIXTURES TO STRUCTURE: ry p A. FIXTURES LESS THAN 10 LBS WITH ONE 12-GA WIRE TWIN FALLS, r 3/S"MIN.-5/4"MAX LL B. FIXTURES BETWEEN 10&56 LBS WITH TWO 12-GA WIRES COUNTY j O d (MAY BE SLACK) v C. OVER 56 LBS SUPPORT DIRECTLY FROM STRUCTURE BY PROJECT ADDRESS: HANGER PER APPROVED HANGERS 0 0 0 0 DETAIL D O a 6. SUPPORT HVAC TERMINALS: 418 o q .o S A. LESS THAN 20 LBS,POSITIVELY ATTACH TO GRID PARK VIEW 11 LATERAL RESTRAINT AT 12'-0" O.G. O T G WALL B. BETWEEN 20&56 LBS,POSITIVELY ATTACH TO GRID AT CEILINGS OVER 000 5f AREA �1 MAIN TEE HANGER �� HEAVY DUTY MAIN TEE &WITH TWO 12-GA WIRES TO STRUCTURE(MAY BE SLACK) ACCESSIBLE LOOP 2 AGMT SEISMIC WALL N.T.5. " N.T.5. SYMBOL LEGEND AT 4'-0"o.c. C. OVER 56 LBS,DIRECTLY TO STRUCTURE REST ROOM - ATTACHMENT CLIP 7. PROVIDE 2x 12 "MIN CLEARANCE AROUND SPRINKLER HEADS GA HANGER WIRE AT 4'-O"o.c. HEAVY DUTY GRO55 TEE &OTHER PENETRATIONS. TO STRUCTURE ABOVE AT 2'-0"o.c.OR 4'-0"O.c. 8. SUPPORT CABLE TRAYS&ELECTRICAL CONDUIT MECHANICAL TEE AT FLOATING WALL B2 ®LATERAL RESTRAINT 12'-O"O.C. - DRAWING TITLE: N.T.S. •SEE DETAIL FOR TIGHTT WALL INDEPENDENTLY FROM GRID. ROOM UPPER LEVEL SUSPENDED GE L NG DETAILS NOTES GENERIC PLAN n EMPLOYEE REFLECTED N.T.S. AREA CEILING LAN CONTRACTOR: U1 Ill UPPER LEVEL w REFLECTED CEILING PLAN 50"x 42"DRAWING 50ALE: 1/4"=1'-0" m CL L D ELECTRICAL SYMBOLS N I x 4 LED SURFACE MOUNTED PROJECT ARCHITECT /J CT 4.4 LED DROP IN ARCHITECTS RIGA/7 ENGINEERS 635 SOUTH 100 EAST LOGAN,UTAH 84321 2x4 LED DROP IN ° FINISHED CEILING SCHEDULE F435751.285435 753.2851 ©2024 CARTW RIGHT R WWW.CARTWRIGHTENGINEERS.COM RECESSED FIXTURE SUSPENDED GRID ACOUSTIC DUPLEX RECEPTACLE-HP=HEATHER PROOF CEILING NTH 2'd LAY TILES 6FI=BRNO PUT-IC=ISOLATED CIRCUIT FIF)F EXHALST FAN-SEE MECHANICAL PLANS OC OCCUPANCY SENSOR - - GYPSUM WALL BOARD EXIT EXIT 516N WITH BATTERY BACKUP CEILING-PAINTED SWITCH EMER6ENCY 1_161PTIN6 SHEET NUMBER SITE CITV'APPROVED PLANS AA PLANSaro. NORTH � 1 MOST E ON B lOR SITE FOR ALL INSPECTIONS DATE 12 DECEMBER 2024 FA PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING 7'-0" 7'-0' LICENSED ARCHITECT AR 985693 T-6" 7'-0" 7'-6" 7'-0" 1-2-2025 18'/42'GRAB BAR 18'/42'GRAB BAR JUSTIN M. ACCESSIBLE Oo; ;oO ACCESSIBLE cAMPBEu REST ROOM AB REST ROOM STATE OF IDAHO 12 - 5 O T Y-0. 7'-6, AA3 D A73 m AI 7-0""7'-6. A A73 Al PROPERTY Al PROPERTY LOCATION: CANYON TRAILS TOILET ROOM NOTES:(CIROLM2 D SUBDIVISION m B - to D1 O GYPSUM BOARD OVER FRAMING NO. 5 MEMBERS-SCREW APPLIED,TAPED 0- f I I I I A ED 1-E- 3'-6" OWNERSxCOLOR SEDLECPON PAINTED-PER BLOCK 13 TOILET PAPER _ LOT 20 DISPENSER 5'-0" MINIMUM NO. TILE FLOOR NTH 6"TILE BASE 7-4 O3 A.D.A.GRAB BARS-NTH SAFETY GRIP FINISH-36" TWIN FALLS, LONG BEHIND WATER CLOSET AND 42'LONG AT SIDE OF WATER CLOSET. 18'VERTICAL AT SIDE ACCESSIBLE REST ROON ACCESSIBLE REST ROOM ACCESSIBLE REST ROOM ACCESSIBLE REST ROOM MOUNT PER A.D.A.MOONING SCHEDULE COUNTY WALL ELEVATION WALL ELEVATION B WALL ELEVATION/TN WALL ELEVATION PROVIDE BLOCKING TO CARRY 250 CBS. z 18'/42'GRAB BAR PROJECT ADDRESS: o ACCESSIBLE SCALE:1/4'=1'1" ;.). SCALE:1/4'=I'-0' AI3 SCALE:1/4"=P-O" ,A,13 &GALE:1/4'=I'-0' A13 O TOILET NSSUE DISPENSER :pO REST ROOM OSOAP DISPENSER o pg 7'-4'"7'-6" 418 OAR OTfOM STAINLESS STEEL CHANNELiAM3 A7 0A PARK VIEW O PAPEROWEL DISPENSER T A73 LOOP OSINK-INSULATE ALL UNDER SINK PIPING TO INCLUDE ®° COLD WATER SIDE TYPICAL ALL LAVS AND SINKS DRAWING TITLE: O WATER CLOSET(TOILET) 7'-6" 7'-0" 7'-6" 7'-0" 1D WALL TILE REST ROOM ELEVATIONS NOTES & �0 3 4 o-_ DETAILS 5 - 2" - 5 5 - 1'-6 1/2" CONTRACTOR: [LIT- w TOILET PAPER m AN AI3 P N J 5-0 DISPENSER ACCESSIBLE Q 2'-6" MINIMUM WIDTH REST ROOM Al3 1 0 /� 6'-10'x T-C O' - W 18'/42"GRAB BAR I f ACCESSIBLE REST ROOM ACCESSIBLE REST ROOM ACCESSIBLE REST ROOM ACCESSIBLE REST ROOM WALL ELEVATION E WALL ELEVATION F WALL ELEVATION �GN WALL ELEVATION H SCALE:1/4"=1'1" ,AI3 SCALE:1/4'=I'-0' AI3 SCALE:1/4"=V-O" AI3 SCALE:1/4'=I'-0' ({I3 PARTIAL FLOOR PLANS D 30"x 42"DRAWING SCALE: I/4"=I'-O" 7'-6" 7'-4" 5'-8" V1ALL CORNE32 PROJECT ARCHITECT AGGESSIBILITY STANDARDS ARTWRION rO 3'-4" 1 ARCHITECTS&ENGINEERS 12' T 42" IN LATE PLL WATER63 SOUTH 100 EAST 5 T2 B5TRIICTION 5U f'LY/DRAIN LOGAN,.285 84321 18'GRAB BAR ,O TO _ 9 42y GRAB BAR PIPINb Voi 5Jx T435 753.2850 ] T12' '' 2:: fI ©2o24 CARTWRIGHT F4357532851 4 . ItE—= WWW.CARTWRIGHTENGINEERS.COM M I T3Y LAVATORY IO D6 IO FLUSH HANDLE SHALL BE LOCATED ON OPEN 1'-6" }1� m GRAB BARS SIDE OF HATER OL05ET MI 2 U TOILET PAPER 5-0 DISPENSER ��ll 2'-6" MINIMUM WIDTH TOILET TISSUE ACCESSIBLE REST ROOM ACCESSIBLE REST ROOM ACCESSIBLE REST ROOM ACCESSIBLE REST ROOM 1 DISPENSER� z WALL ELEVATION WALL ELEVATION K WALL ELEVATION WALL ELEVATION M _ TOILET ACCESSORIES SCALE:1/4'=1'1" AI3 SCALE:1/4'=1'1' AI3 SCALE:1/4"=1'1" AI3 SCALE:1/4'=I'-O' AI3 _ b OPTION'A' OPTIONS' TOILET TISSUE DISPENSER (2)OPTIONS 7'-6" C-10" 7'-6" C-10" 12" TOILET AGGE550RY 5GHEDULE Y� 1 to MARK DESCRIPTION 4 SERIES 812 GRAB BAR,1 1/2"DIA..42",CONCEALED MOUNTING -i 4 p WITH ANCHORING DEVICES,FINISH TO BE MANUFACTURER'S STANDARD d 4 < STAINLESS STEEL. n e 1 i nn _ ? SERIES 812 GRAB BAR,1 1 2 DIA. 18",CONCEALED MOUNTING ~ 10 D29 �, T2 WITH ANCHORING DEVICES,FINISH TO BE MANUFACTURER'S STANDARD STAINLESS STEEL. SERIES 812 GRAB BAR,1 1/2"DIA. 36",CONCEALED MOUNTING 3'-6" 0- T3 WITH ANCHORING DEVICES,FINISH TO BE MANUFACTURER'S STANDARD TOILET PAPER STAINLESS STEEL. 5'-O" DISPENSER MINIMUM WIDTH 2'-6" NOTE MODEL NUMBERS ARE BASED ON WASHROOM ACCESSORIES AS MANUFACTURED BY BRADLEY CORP.,WASHROOM ACCESSORIES. ACCESSIBLE REST ROOM ACCESSIBLE REST ROOM ACCESSIBLE REST ROOM ACCESSIBLE REST ROOM WALL ELEVATION N WALL ELEVATION o WALL ELEVATION P WALL ELEVATION in SCALE:1/4'=1'-0" AI3 SCALE:114'=11, AI3 SCALE:1/4•=11 AI3 SCALE:1/4'=11' AI3 CITV APPROVED PLANS PLANS MUST BE ON LOB SRE SHEET NUMBER fOR ALL INSPECTIONS A13 DATE 12 DECEMBER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING t1DAHO T 121'-10" V-10" 12'-0" 62'-10" 45'-2" PROPERTY LOCATION: 7'-10" 4•-2" 10'-10" 10'-3 1/2" 10'-3 1/2" 10'-3 1/2" 10'-3 1/2" 70'-,0" CANYON TRAILS SUBDIVISION NO. 5 5_10^ 10'- 1/2• 10'- 1/2" 10'-1 1/2" 10'-1 1/2" 10'-1 1/2" 5-6 1/2" 8•-6' 11'-O" 10'-2' 8•-8" C-10" BLOCK 13 LOT 20 5'-0J 4'-0' 5'-0" 4'-0' 5'-0" 4'-0' 5'-0" 4'-0' 5'-0° 4'-0' s'-0' 4'-0' EO FI ED FI EO FI EO FI EO FI EO TWIN FALLS, COUNTY TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMEN NO.1 NO.2 NO.3 NO.4 NO.5 NO.6 5-0" 5'-0" 5-0" 5'-0° 4 5-0" 5'-0" PROJECT ADDRESS: 10'-4'x 12'-2° 10'-0'x 12'-2° W-0"x 12'-2" 10'-0"x 12'-2" 10'-0"x 12'-2" 10'-0"x 17'-8° Fl ED FI ED Fl ED 418 PARK VIEW N LOOP i DRAWING TITLE: MAIN LEVEL ____- _ _ _ �_______ _ �______- -______�_______ _______�______- DIMENSION -- - FLOOR PLAN 3'-10'• 4'-0' 3'-0" 3'-3 1/2" 4'_0" S-O" �,3'-3 1/2" 4'_0" 3•_p•' �,3'-3 1/2" 4'_0• 3•_0• 3'-3 1/2" 4'_p^ 3•_0" 3'-2 1 4'_0" S-7 1/4" W_711 4'-9 1/2" 8'-9 1/2" 6'-1 1/2" 14'-9 1/2" 4'-9 1/2" 1'-t 1/2" i CONTRACTOR: 18'/42'GRAB BAR I ------- I 18 /42 GRAB BAR O, O --------�® - n-ti 1 2'-11" m /2'HYGIENE a/ - CORRIDOR W ACCESSIBLE 4'-6"NDE 11 2 x 9`6' BEARING WALL OR AGGE5516LE _ REST ROOM REST ROOM f STERILIZATION - 7'-4"x 7'-10" 7'-0°x 7'-6' JJJ"' M CARTS �, - BEAM TO SUPPORT J_ 5'-10°x e•-o' .I 2ND FLOOR ABOVE 4 z'-3oq 1/ II \M ry1.61 5162.x 05 ICE ^ 0--Lae '-0°x 7-6" 3' ' \ Iliuu1 Ii IIr IlioIiI I I Iluua IIIlIIi -ooll 1 1iI ' .fMo- <��I — — IIIIiIII IIIIiIII HYG I E N E II o- ,�",I, 'ow'-er \'y -I W . C m M 18" 42"GRAB BAR 4•-9 1/2" E TRIO 1311S FIREPLACE " STORAGE T_10" 7-5 1/2" 10'-4"x 5'-3' CARTS HYISIENE D 13/16" 11'-2°x 9'-6'17'-7 3/16' 25'-81/2" OFFICE LEASEIS' 42'GRAB BAR a'-s'x 8'-0" zNr PAW `PACE 100STG ACCESSIBLE Y-o"x s'-o' WAITING " PROJECT ARCHITECT 5-10 T-6 REST ROOM-3 -0" 18'-4" 6'-10' 7'6" -11 1 2"17' 4'-11" ARTWR/GN T 1' 6 1/2" ARCHITECTS&ENGINEER S ° 4 635SOUTH 300 EAST HYGIENE TAH 84321Ba ND.5 T435753.2850 ,I'2" 9'6" F435 753 2851 ©2024 CARTWRIGHT WWCARTWRIGHTENGINEERSCOM 7' 0 3/8" 7'_4. 7'_7. 2'-11 1/2 30'-6 3/8" O 11-II 1/2" _g" 3•_0^ EDICAL GAS HYGENE-a,s/Iy6' 2'-8" 8'-0" NO.4 GHEGK-IN �N`TDLATION ,I'_z. s•_e• OFFICE 6'-0' 15-0" 11'-3 x 8'-0" 8'-0" 1o'-C 121113 14 15 16 o VEST BULE up T-o' la._s. .ANITOR 0 NO.5 CE i oI 31:2: 11I 11'-2° 9'-6" 9 8 7 6 B5INE5 11 108F ' -0O LE O " 8'-0" 6'-9° IL ---- — T NouNTERi o FRIDGE I O FLOOR 3'-O" I s=o'x s'C'I B' I -0°:5-0- SINK SPnGE FD 0 FI;ED o \ a c 3•-0' 4'-0" S-0" 4'-0' 3'_0" 4'-0.f AIR(AMPRESSOR 8•-10 1/16" 3•-3 15/16" Fl EO FI EO Fl EO i `I YIATER NEGHANI AL I ROOM I METER ry n O� p DENTAL a'-o' EQUIPMENT 9)ED 6'-0°x 5'-9° 4'-11" 6'-3' 6'-3" 4'-7" 10'-5 1/4' 7'-0 1/" 7'-0 1/4" 7'-2 1/4" g'-0" 8'-2" 6'-5" 6'-5" 8'-2" 8'_8" 6'-5 1/2" 6'-10 1/2" 6'_6^ 8'_5• 4'-9 1/2" W-11 1/2" 2'-2" 8' 8" 12'-2• 22•-0" 31'-8• 16'-2• 12'-10" 16'-2" 76'-8" 45-2" 121'-10" MAIN LEVEL DIMENSION FLOOR PLAN 50"x 42"DRAWING SCALE:I/4"=I'-0" CITYIAPPROVED PLANS SHEET NUMBER PLANS MUST BE ON LOB SRE NORTH A2 FORALL INSPERIONS DATE 12 DECEVER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING t1DAHO T PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 ----- ---------- -- ------- TWIN FALLS, r----- J ,E-----J `-----,E-- --J ,E-----J ,E-----J COUNTY I I I I I I I I I I li PROJECT ADDRESS: II I I ------ 418 ----- --------- --------------- ---------------� `-----------� `---------, PARK VIEW II I I I I I I I I LOOP II II II II LJ II II II II ' I DRAWING TITLE: it 11 ' i I UPPER LEVEL 1 1 `-------- -------- -------- -------- -------- `----------------- FLOOR PLAN I , II I , II I , II I , II I , II CONTRACTOR: T n L--- ------- n , r II II II 11 II II II ----------------------------II I LJ (n I I I I I I I I I I I I I I I I I N I I I I I 11 II I I I I II I I LL LJ LI l W I I II I I I I I I n I I I I I I I I I I I I I I I I F 0 I I I I Ll LI I I I I I I I I I I I I I I I I 1 11 I I I I I I I I I I I I I I I I I I 11 11 i' li li n n li l ii li II it ii u I I i i m I I I I I I I I I I I I I I I I JL____________________-- II II II II II II I I I I L I I I I r------� --------- HEAD HEIGHT HEAD HEIGHT E---------HEAD HEIGHT--------------� C l 8'-0"A.F.F. 8'-0"A.F.F. 8'-0"A.F.F. L IL_______________ II n 6'-0" 2'-0" 6'-0" 2'-0" 6'-0" 2'-0" r 11 11 FIXED :FIXED FIXED I 1�-------------- I ; I o PROJECT -- ARCHITECT a ARTW O STAFF Q D ROOM \`\ ______________�' I I ARCHITECTS&ENGINEERS p II 18'-10"x 13,-0" 635 SOUTH 100 EAST LOGAN,UTAH 84321 STORAGE T435 753.2850 ROOM 435753.2851 11,4'x 18-0" L] ®2024 CARTWRIGHT W W W.CARTW RIGHTENGINEERS.COM LL PROJECT I IL----------------------------- MANAGER _____________________ D24 D25 Dzs JEFF MAIER 3_O :208 FALLS,IDAHO 83401 - I I 208 5201576 E FFSCADOF FICE@G MAI LCOM ACCESSIBLE \` II REST ROOM I � MECHANICAL I\ 6-10"x T-6' ROOM ® 7'2"x Y 8" 18'/42/GR19. EMPLOYEE LOCKERS 1:1 2 111 3 111 4�15 1116:17 111 8 1119 11 I it EMPLOYEE AREA \\\ u iI I II DOWN --------------- ________________ �QKHALF WALL WDSSDATTRRScAAYYHCCEERLANDING it'6" 10'-0" ]"R ------------ ----- 10 9 8 7 5II 1I3 ______________ _________ R III III II II II II - _____ D ____r ---------------- , 6'-0'x 4'-6" 6'0' 4'-6" 6'-0' 4'-6" FIXED FIXED FIXED `_ I J -----J `_______� W26 W27 W28 111 I I � I I HEAD HEIGHT HEAD HEIGHT HEAD HEIGHT 11 `---- ----' A B 1 9'-6'A.F.F. 9'-6"A.F.F. 9'-6"A.F.F. , r G51 G52 I 1 1 I II G G53 UPPER LEVEL FLOOR PLAN 50"x 42"DRAWING 5CALE: I/4"=I'0" TOTAL GROSS BUILDING AREA-929 SQ.FT. CITY APVROVED PLANS SHEET NUMBER RLANS MUST BE ON lOB SRE FOR All INSRERIONS A3 NORTH DATE 12 DECEMBER 2124 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING t1DAHO T PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 r------J `-----,r-----J `-----,r-----J `-----,r-----` `-----,r-----` `----- -----` `----- TWIN FALLS, COUNTY � II II � II II PROJECT ADDRESS: II II II II li 418 ------------- LJ -------------- -------------- ---------- ---------1 l PARK VIEW II II �� II I I I II II ;; II I I I LOOP II II L I I I I I I I I I I I I I I II II II II ;; II I DRAWING TITLE: UPPER LEVEL II II DIMENSION ---------J ---------J ---------J ---------J ---------J ---------J r FLOOR u PLAN III II I , F � I CONTRACTOR: I � II ------------------ L n , -- -------------------------` r � r � r � r r II I r----------------- I Ir------------J err------J II 1 �_____________________________� I II �I N II �; ;I 111111 u u � n I I W I I I Ll L I I I I II I I Q I I I I I I I I I I I J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I n n I I I I 1i i i i I I I I 1i I __________________ ___________________ II II II II _____________________________ 131.-8. ----------------- ;i II II 7-2" 8-8" 8—B 7_z"______ T I I I i II II 19•_4' 12'_4" I I I T IJ II JII J D 6 OFl ED 0 BI�Fl ED 0" 8 OFl EDP 0" Al II IL____ I I i l _ ___ I I PROJECT ARCHITECT j P STAFF 5TORAOE ARTWR/GN �\ C-----------------r _ ROOM ROOM jj ARCHITECTS&ENGINEERS P 18'-10"x 13'-0" W-C x 18'-0' 636 SOUTH 100 EAST LOGAN,UTAH 84321 `_] C_ ; ; T435763.2850 '-7 1/2" 7'-1 1/2" 4' 7" 12'_4^ F435753.2851 LJ ©2024 CARTW RIGHT r� W W W.CARTW RIGHTENGINEERS.COM II ---------------------- I � i II — II ACCESSIBLE REST ROOM I MECHANICAL � II °rc ROOM O'y ram\ �dm F.D. T-2"x 7'6" _, O [I LL® 18'/42'GRAB BAR EMPLOYEE LOCKERS \ 512 II 1I YIi 8 IIIIIIIIII IIIII IIII 1111I 7IIIIIIIIII 111Ii 11 3 I11IlIt r IIIIuIIIII 11111I NJ-H ALF WALL—Dom --------------- EMPLOYEE AREA STAC K WASHER 11'-6"x 10'-0" DRYER 5T K WASHER __------------- ---- L_______ 11 1011 9 i1 71:6' 4I 3i 21 rII,III 1 1 � DRYER I I I 4'-C 6'-0" 4'-6" ;' C-0" 4'-C Fl ED ED ED Fl ED 1 r------- ` r ` 1I II it 1 � I li li ' I II I i - - r----------- r-----� r 7'-2" 8'-8" 8'-B" 7'-2" UPPER LEVEL DIMENSION FLOOR PLAN 50"x 42"DRAWING SCALE: 1/4"=I'-0" CITY APPROVED PLANS Reviewed f—code compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS SHEET NUMBER NORTH A4 DATE 12 DECEMBER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING t1DAHO T PROPERTY LOCATION: CANYON TRAILS PROVIDE METAL GRATE OVER SUBDIVISION FRESH AIR INTAKE AREA WELL TO ACCESS LOUVER BLOCK 13 IN x BLOCK OUT FOUNDATION WALL LOT TO -- -- -- -- -- -- -- -- _-- -- -- -- -- -- -- -- -- -- -- -- --� TWIN FALLS, -- COUNTY 6 Css PROJECT ADDRESS: INSULATE OUlIl WALLS 41 8 OF CRAWL SPACE FOUNDATION PARK VIEW LOOP INSULATE OE WALLS OF DRAW SPAL L SPADE FOUNDATION ACCESS oPENwG �•-0..s•-0. DRAWING TITLE: ------- cwyL —FIELD VERIFY CRAWL gpALE SPACE LOCATION WITH TENANT IMPROVEMENT DRAWING5 BASEMENT/ CRAWL SPACE FLOOR PLAN WIDE ACCES36"S OPENING CONTRACTOR: ACCESS WIDE SS OPENING N x W 0 J_ CRAWL MECHANICALLY CONDITIONED {p} LEI SPADE CRAWL SPACE Y -36"WIDE- L 10'-0" 15'-11" ACCESS OPENING r_ 5HEAR WALL I D -36-'WIDE- 65 WIDE ACLE55 OPENING ACCESS OPENING N N BARRIER SPACE JOINTS AND RUN 6'T ALL G 6-MIL VAPOR BAR \\\\\\ OVERLAPPED 12"A UP THE WALLS AND ANCHORED AND SEALED TO WALLS PROJECT ARCHITECT i "-MIL VAPOR BARRIER BEAM IN FLOOR WIDE ARTWR/GN OVERLAPPED 12"AT ALL I I FRAMING ACCESS OPENING ARCHITECTS&ENGINEERS JOINTS AND RUN b"UP ------- THE WALLS AND ANCHORED 635 SOUTH 100 EAST AND SEALED TO WALLS T435 753.2850 F435 753.2851 ©2024 CARTW RIGHT 2x6 W W W.CARTW RIGHTENGINEERS.COM I 36"WIDE 11 ACCESS OPENING -36 WIDE - ACCESS OPENING 36"WIDE DRAWL ACCESS OPENING D 36'WIDE ACCESS OPENING 36"WIDE II ALLL-55 OPENING rc _I 1 T 11 II II II II 36,WIDE 36"WIDE ACCESS OPENING ACCESS OPENING I � 194 x5-0 LRPWL 9PALE � I I COORDINATE LOCATION OF DRAWL SPACE LIGHTS WITH MECHANICAL EQUIPMENT AND DUCTWORK FOR MAXIMUM UNOBSTRUCTED ILLUMINATION ELECTRICAL SYMBOLS CRAWL SPACE PLAN h PORCELAIN FIXTURE vU 5INGLE—11 30"X 42"DRAWING 5GALE: 1/4"= I'-0' $ 5WITCH DENTAL CRAWL SPACE NET AREA-4,414 SQ.FT. LEASE SPACE 100 CRAWL SPACE NET AREA-2,569 FT. CITY APPROVED PLANS DUPLEX RECEPTACLE-HP=kEATHER PROOF GFI=GROUND FAULT-IC=15OLATED CIRCUIT PIANS MUST BE ON 10B SITE FOR ALL INSPECTIONS SHEET NUMBER NORTH A5 DATE 12 DECEMBER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING t1DAHO T PROPERTY LOCATION: 122'-0" 2'-0" 12'-0" 63'-0" 45-0" CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 -------------------- ----------- -- -- TWIN FALLS, — COUNTY I c PROJECT ADDRESS: INSULATE OUTSIDE WALLS OF CRAWL SPACE FOUNDATION 418 PARK VIEW LOOP INSULATE OIJf51DE WALLS 36"WIDE ___ OF CRAWL SPACE FOUNDATION ACCESS OPENING •" "' DRAWING TITLE: ------- '—FIELD VERIFY CRAWL SPACE LOCATION - W�N&S, oVEMENT BASEMENT/ MELHANILALLY CONDITIONED CRAWL SPACE CRAWL SPACE DIMENSION 36'WIDE PLAN Al CE55 OPENING CONTRACTOR: %"WIDE P41,E55 OPENING x W =i 16'-2 11/16" 0 J 45'-2" 31'-0" 44,-6" D/� W j -36'WIDE I— 10'-0" I 16'-3" ACCESS OPENNG CRAWL SHEAR WALL SPACE C L D 36,WIDE 36"WIDE ACCESS OPENING ACCESS OPENING - (��_ 6-MIL VAPOR FARRIER N N o = o OVERLAPPED IZ"AT ALL j SPACE JOINTS AND RUN 6'UP II THE WALLS AND ANCHORED AND SEALED TO WALLS PROJECT ARCHITECT i R\ ARTWR/Gf/ `6-MILVAPOR BARRIER I BEAM FLOOR AICE55WOPEIDENIN6 OVERLAPPED ALL = I I FRAMING _______ ARCHITECTS&ENGINEERS JOINTS AND RUNN 6"IP I I ------- THE WALLS AND ANCHORED _ I I 63 SOUTH 300 EAST AND SEALED TO HALES LOG LOGAN,UTAH 84321 T435 753.2850 F435 753.2851 41'-9 3/16" 2x6 ©2024 CARTWRIGHT W W W.CARTW RIGHTENGINEERS.COM II ESS W IDE ACC OPENINO 36"WIDE -- ACCESS OPENING II � II II j CRAWL E5 OPENING Ell ACCESS OPENING SPACE ------- 36"WIDE 35'-11 7/8'• ACCESS OPENING 36'WIDE ALLE55 OPENING p= I II - II � 11 36"WIDE 36'WIDE ACGE55 OPENING ACCESS OPENING H � I I I LRAIi I ; SPACE ; I I I I I I 3'-0" 11•-0" 12'-0" 22•-2" 31'-8" 16'-0" 13'-2" 16'-0" 76'-10" 45'-2" 122'-0" CRAWL SPACE DIMENSION PLAN SHEET NUMBER 30"x 42"DRAWING SGALE:I/4"=I"0" CITY APPROVED PLANS P WNS MUST BE ON JOB SITE NORTH FOR ALL INSPECTIONS DATE 12 DECEMBER 2024 PROJECT NAME: ADDRESS IDENTIFICATION-IAW 2018 IFC A NEW 505.1 PROFESSIONAL New and existing buildings shall be provided with OFFICE approved address identification,legible and BUILDING placed in a position that is visible from the street L ICENSED or road fronting the property.CoTF:High and right as conspicuously possible. Characters shall contrast with their background. Address identification shall be Arabic numbers or letters.Numbers shall NOT be spelled out. TF Best Practice:Commercial Buildings should METAL SOFFIT have minimum 12"tall numbers and shall be PROPERTY LOCATION: AND FA5CIA affixed to the building. Numbers may be affixed to monument signs but as a secondary address CANYON TRAILS location.Street name not needed if numbers are SUBDIVISION displayed facing assigned road. NO. 5 Suite/Apt/Unit numbers shall be affixed near the main entry door(s),a minimum 4"tall and shall BLOCK 13 METAL include the word"SUITE"or"APT"or"UNIT"etc. LOT 20 W26 W27 W28 ROOFING - - - - - - - - - - - - - - COUNTY LLLLLLLLLLLLLLLL- - - - - - - - - - - - - - PROJECT ADDRESS: 418 - -- - - -- - - - - - _ _ -- - - -- - - -- - LOOP 418 _-- �j �j _ DRAWING TITLE: W5 EXTERIOR El / ELEVATIONS - - - - - ------------------ ------------- -- - - LH CONTRACTOR: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I uJ,^ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N r1-Lr--T1-Lr T1-Lr rl-LT------------------------------------------------------------------------------1-Lr Tl-Lr -1-Lr -L-L� LL W 0 J_ RIGHT SIDE (EAST) EXTERIOR ELEVATION EMERGENCY ACCESS KEY BOX 5 30"x 42"DRAWING SCALE: 1/4"=1'-0" IAW 2018 IFC 506 LM F Knox Box:www.knoxbox.com A Knox Box shall be installed to the right of the main access door(s).All (n keys shall be identified with a tag indicating what the key unlocks.Box should be mounted 5-6 feet from ground level. PROJECT ARCHITECT Alternative locations shall be approved by the Fire Marshal. ARMNION ARCHITECTS&ENGINEERS 635 SOUTH 100 EAST LOGAN,UTAH 84321 T435 753.2850 F435 753.2851 02024 CARTW RIGHT W W W.CARTW RIGHTENGINEERS.COM METAL ROOFING METAL SOFFIT AND FASCIA METAL W29 W30 W31 ROOFING [Zf W16 W17 W18 W19 W20 W21 - - W13 I I I I FRESH AIR INTAKE I II ® I I I I I I I I I I I I GRILLE I I I I I I I I I I I I I I II I I I I I I I I I I I I r____________________________________ ______________________________________________________________________________Tl-LT �L1T___ -r1Jl Tl-Lr Tl-LrTl-"I ------------------------------------ ----------------------------------------------------------------------------------i--_------------------------------------------------_______________________�__1____ _ __________________________________________________________________________ AREA WELL FOR FRESH AIR INTAKE LEFT SIDE (WEST) EXTERIOR ELEVATION TENANT IDENTIFICATION-IAW 2018 IFC 403.11.1.5 30"x 42"DRANINO SCALE: 1/4"=1'-0" Tenant ID shall identify the business name and address on secondary exits. CITY APPROVED PLANS SHEET NUMBER Suite/Apt/Unit numbers shall be affixed near the main entry door(s)and on any secondary R. --11 exit door. Minimum 4"tall and shall include the word"SUITE"or"APT"or"UNIT"etc. PURNS MUST BEON JOB SITE A7 FOR ALL INSPECTIONS DATE 12 DECEMBER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING t1DAHO T EUILDINS HEIGHT 12 PROPERTY LOCATION: __ --- CANYON TRAILS - ----- SUBDIVISION NO. 5 METAL BLOCK 13 RooFIN3 LOT 20 CElLlrvs LINE _ TWIN FALLS, METAL SOFFIT COUNTY AND FAEOIA .I cEILINS LINE _ _ _ _ PROJECT ADDRESS: 418 PARK VIEW LOOP 418 - - - - % 418 - _ _ DRAWING TITLE: EXTERIOR W24 W25 _ - ELEVATIONS MAIN LEVEL FINISH FLOOR FINISH fiRADE � __-__ I I I I I I I I I I I I CONTRACTOR: I I I I I I I I I I i i i i I I I I I I I I I I I I I I I I r1_LT T1_LT T1_Lr T1_LT T1_LT___T1_LT_____T1_L� I.L W FRONT (SOUTH) EXTERIOR ELEVATION 50"x 42"DRAWING SCALE:I/4"=I'-0" 5 m CL L D ADDRESS IDENTIFICATION-IAW 2018 IFC 505.1 PROJECT ARCHITECT New and existing buildings shall be provided with approved address identification,legible and placed ARTWRION in a position that is visible from the street or road ARCHITECTS&ENGINEERS fronting the property.CoTF:High and right as 635 SOUTH 100 EAST conspicuously possible. LOGAN,UTAH 84321 T435 753.2850 F435 753.2851 Characters shall contrast with their background. ©2024CARTWRIGHT g W W W.CARTW RIGHTENGINEERS.COM Address identification shall be Arabic numbers or letters.Numbers shall NOT be spelled out. TF Best Practice:Commercial Buildings should 12 have minimum 12"tall numbers and shall be affixed I to the building. Numbers may be affixed to monument signs but as a secondary address location.Street name not needed if numbers are displayed facing assigned road. Suite/Apt/Unit numbers shall be affixed near the main entry door(s),a minimum 4"tall and shall include the word"SUITE"or"APT"or"UNIT"etc. i La L i�i LLI_ -I- ffm- I-allm-itilu umi�iffl I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r1_LTT1_Lr_____-1_Lr T1_LT_____T1_Lr ----------------------- REAR (NORTH) EXTERIOR ELEVATION 50"x 42"DRAWING SCALE: I/4"=I"0' CITY"APPROVED PLANS w.alw ma.rompu.,". PLANS MUST BE ON JOB SITE SHEET NUMBER FOR ALL INSPE-ONS A8 DATE 12 DECEMBER 2024 PROJECT NAME: A NEW NNDON SCHEDULE PROFESSIONAL MARK WINDOW 51ZE LOCATION WALL CONDITION DE5CRIPTION NOTES BUILDING LEVEL MARK HEAD HEIGHT OFFICE W1 3'-0"x 4'-0" BUSINESS 2x6 FIXED W1 8'-0'A.F.F. BUILDING OVERLAP SUCCESSIVE O W2 3'-0•'x 4'-0' PRINT 2x6 FIXED MAIN LEVEL W2 8'-0'A.F.F. WEATHER RESISTIVE BARRIERS 5 W3 3'-0"x 4'-0" STORAGE 2x6 FIXED MAIN LEVEL W3 8'-0"A.F.F. LICENSED IN SHINGLE FASHION ARCHITECT W4 6'-0"x 4'-0" MECHANICAL ROOM 2x6 FIXED MAIN LEVEL W4 8'-0'A.F.F. AR 985693 WINDOW FLANGE W5 6'-0•'x 4'-0' LEASE SPACE 100 2x6 FIXED MAIN LEVEL W5 8'-0'A.F.F. INSTALL HEAD FLASHING AND W6 5'-0•'x 5'-0'1 LEASE SPACE 100 2x6 FIXED MAIN LEVEL W6 8'-0'A.F.F. MOISTURE BARRIER FLAP OVERLAP WITH UPPER WINDOW O W7 5'-0•'x 5'-0'• LEASE SPACE 100 2x6 FIXED MAIN LEVEL W7 8'-0'A.F.F. WEATHER RESISTANT CONSTRUCTION BARRIER STRIP WE 5'-0•'x 5'-0'1 LEASE SPACE 100 2x6 FIXED MAIN LEVEL W8 8'-0'A.F.F. TAPE W9 5'-0•'x 5'-0'1 LEASE SPACE 100 2x6 FIXED MAIN LEVEL W9 8'-0'A.F.F. 1-2-2025 HEAD FLASHING W10 5'-01,x 5'-0'• LEASE SPACE 100 2x6 FIXED MAIN LEVEL W10 8'-0"A.F.F. JUSTIN M. W11 5'-01,x 5'-0'• LEASE SPACE 100 2x6 FIXED MAIN LEVEL Wit 8'-0"A.F.F. CAMPBELL W12 5'-01,x 5'-0'• LEASE SPACE 100 2x6 FIXED MAIN LEVEL W12 8'-0"A.F.F. STATE OF IDAHO O JAMB FLASHING H W1 5'-0"x 5'-0" LEASE SPACE 100 2x6 FIXED MAIN LEVEL W13 8'-0"A.F.F. INSTALL WINDOW O W14 5'-0"x 5'-0" LEASE SPACE 100 2x6 FIXED MAIN LEVEL W14 9'-0"A.F.F. PROPERTY LOCATION: W15 5'-0"x 5'-0" LEASE SPACE 100 2x6 FIXED MAIN LEVEL W15 9'-0"A.F.F. W16 5'-0"x 4'-0" OPERATORY NO.6 2x6 FIXED MAIN LEVEL W16 9'-0"A.F.F. /�P SILL FLASHING W17 5'-0"x 4'-0" OPERATORY NO. 5 2x6 FIXED MAIN LEVEL W17 9'-0"A.F.F. CANYON TRAILS W18 5'-0"x 4'-0" OPERATORY NO. 4 2x6 FIXED MAIN LEVEL W18 9'-0"A.F.F. W19 5'-0"x 4'-0" OPERATORY NO. 3 2x6 FIXED MAIN LEVEL W19 9'-0"A.F.F. SUBDIVISION HOUSE WRAP W20 5'-0"x 4'-0" OPERATORY NO. 2 2x6 FIXED MAIN LEVEL W20 9'-0"A.F.F. W21 5'-0"x 4'-0" OPERATORY NO. 1 2x6 FIXED MAIN LEVEL W21 9'-0"A.F.F. NO 5 W22 5'-0"x 4'-0" OPERATORY NO. 1 2x6 FIXED MAIN LEVEL W22 9'-0"A.F.F. J W23 3'-0"x 9'-0" WAITING ROOM 2x6 FIXED MAIN LEVEL W23 1,'-O"A.F.F. BLOCK'I$ W24 6'-01,x 9'-0'• WAITING ROOM 2x6 FIXED MAIN LEVEL W24 1,'-O"A.F.F. WINDOW FLANGE W25 3'-0"x 9'-0" WAITING ROOM 2x6 FIXED MAIN LEVEL W25 1,'-O"A.F.F. LOT 20 W26 6'-0"x 4'-6" STAFF ROOM 2x6 FIXED UPPER LEVEL W26 9'-6"A.F.F. W27 6'-0"x 4'-6" STAFF ROOM 2x6 FIXED UPPER LEVEL W27 9'-6"A.F.F. W28 6'-0"x 4'-6" STAFF ROOM 2x6 FIXED UPPER LEVEL W28 9'-6"A.F.F. W29 6'-0"x 2'-0" STAFF ROOM 2x6 FIXED UPPER LEVEL W29 8'-0"A.F.F. TWIN FALLS, WINDOW MOISTURE BARRIER DETAIL W30 6'-0•'x 2'-0" STAFF ROOM 2x6 FIXED UPPER LEVEL W30 AFF COUNTY W31 6'-0"x 2'-0" STAFF ROOM 2x6 FIXED UPPER LEVEL W31 8'-0"A.F.F. DRAWING SCALE:NOT TO 5CALE A.F.F. = ABOVE FINISH FLOOR PROJECT ADDRESS: 418 PARK VIEW LOOP DRAWING TITLE: DOOR 12'-0" A N D 3,_O" 3'-0• s'-o• 3•-0•' s' °" , DOO DOOR HANDLES,PULLS,LATCHES, DOOR SCHEDULE WINDOW LOCKS,AND OTHER OPERATING MARK DOOR LOCATION DOOR SIZE DOOR FINISH GLASS DOOR FRAME FINISH FIRE LABEL WALL CONDITON NOTES SCHEDULES Q WIDTH x HEIGHT TYPE MATERIAL TYPE MATERIAL RE DEVICES ON DOORS REQUIRED TO BE Di ACCESSIBLE REST ROOM 3'-0"x 8'-0" F SOLID CORE WD A WOOD 2.6 ACCESSIBLE SHALL NOT REQUIRE TIGHT D2 VESTIBULE (2)3'-0•'x 8'-O" B ALUM cis ALUM 2.6 R D3 VESTIBULE (2)3'-0'x 8'-O" C ALUM GiS ALUM 2.6 CONTRACTOR: TW GRASPING, PINCHING,OR TWISTING OF D4 CORRIDOR 3'-0•'x 8'-0" A ALUM cis ALUM 2.6 THE WRIST TO OPERATE.(IBC SECTION D5 ACCESSIBLE REST ROOM 3'-0•'x 8'-0" F SOLID CORE WD A WOOD 2.4 D6 CORRIDOR 3'-0"x 8'-0" H WOOD/GLASS G2S A WOOD 2x6 1010.1.9.1) D7 OFFICE 3'-0•'x 8'-0" F SOLID CORE WD A WOOD 2x4 N IDS ACCESSIBLE REST ROOM 3'-0•'x 8'-0' F SOLID CORE WD A WOOD 2x4 �LLLyLLL AN D9 BUSINESS 3'-0•'x 8'-0' F SOLID CORE WD A WOOD 2x4 l/r lr �l l/r �l �/ ANY EXIT DOOR WITH A KEYED LOCK TO D10 OFFICE 3'-0•'x 8'-0'• F SOLD CORE WD A WOOD 2x4 W READI D11 LAB 3'-0"x 8'-0" F SOLID CORE WD A WOOD 2x6 0 PRO BE READILY DISTINGUISHABLE AS BEING D12 HYGIENE STORAGE 3'-0•'x 8'-0'• F SOLID CORE WD A WOOD 2x4 J LOCKED OR PROVIDE A PANIC D13 STORAGE 3'-0•'x 8'-0'• F SOLID CORE WD A WOOD 2x4 _ DOOR TYPE A DOOR TYPE B DOOR TYPE C DEAC , D14 UNDER STAIR STORAGE 2'-6•'x 2'-6" F SOLID CORE WD A WOOD 2x6 ALUMINUM STOREFRONT DOOR ALUMINUM STOREFRONT DOOR ALUMINUM STOREFRONT DOOR PUSH-PAD,OR LEVER THAT D15 ACCESSIBLE REST ROOM 3'-0•'x 8'-0'• F SOLID CORE WD A WOOD 2x4 D INSULATED CLEAR GLAZING SAFETY RATED INSULATED CLEAR GLAZING SAFETY RATED INSULATED CLEAR GLAZING SAFETY RATED 016 DENTAL EQUIPMENT 3'-0•'x 8'-0' F SOLID CORE WD A WOOD 2x4 DEACTIVATES LOCK IN A SINGLE D17 TREATMENT NO.6 3'-0•'x 8'-0'• H WOOD/GLASS A WOOD 2x4 F MOTION. D16 MEDICAL GAS 3'-0•'x 8'-0' F SOLID CORE WD A WOOD 60 MINUTE 2x4 a-o ANY 019 JANITOR 3'-0"x 8'-0" F SOLID CORE WD A WOOD 2x4 HAVE SMALL THUMB LOCKS NOT ALLOWED. D20 STORAGE ROOM 3'-0•'x 8'-0'• F SOLD CORE WD A WOOD 2x4 2'-6" S-O" 2'-s" D21 CORRIDOR 3'-0•'x 8'-0' A ALUM CIS ALUM 2x6 C D22 LEASE SPACE 100 (2)3'-0'x 9'-0' D ALUM cis ALUM 2x6 L ANY DOOR OTHER THAN MAIN EXIT D23 LEASE SPACE 100 3'-0•'x W-8'1 J HOLLOW METAL B METAL 2x6 D PROV D24 MECHANICAL ROOM 3'-0"x 8'-0" F SOLID CORE WD A WOOD 2x4 I^ TO DOOR TO HAVE DOOR HARDWARE THAT Dzs AccEsslBLE REST Roots 3'-0"x e'-O'• SOLID CORE WD A WOOD 2x4 Y/ UNLOCKS LOCK IN A SINGLE MOTION. Des STOP Roots S-0•'x 8'-0' SOLID CORE WD A WOOD zx4 PROVIDE SIGN ON MAIN EXIT DOOR, NOTES: "THIS DOOR TO REMAIN U N LOCKED I. ALL EXTERIOR DOORS TO BE INSULATED AND WEATHER STRIPPED,INCLUDING SWEEP.U-VALUE TO BE 35 OR GREATER 2.ALL EXTERIOR DOORS WITH SLA55 PANELS TO HAVE TEMPERED LOW E'INSULATED DOUBLE PANE 6LAZIN6 OR BETTER PROJECT ARCHITECT WHEN BUILDING IS OCCUPIED." 3. ALL DOORS TO BE PRE-HUN6 WITH JAMBS HAVING APPLIED STOPS AND NECESSARY JAMB EXTENSIONS 4.DO NOT DELIVER DOORS UNTIL HUMIDITY HAS BEEN STABILIZED WITHIN THE 51 AND STORE DOORS FLAT. 5. CONTRACTOR TO VERIFY ALL HANDING. �RTWR/GN ARCHITECTS&ENGINEERS 635 SOUTH 100 EAST DOOR TYPE D ALUMINUM STOREFRONT DOOR T435753.2850 INSULATED CLEAR GLAZING SAFETY RATED DOOR SCHEDULE GENERAL NOTES F435753.2851 1, ALL LOCKSET AND PASSAGE SETS SHALL BE CROUP 2 OL.AZ�NC T T'q ES © RTWRIGHT WTH LEVER HANDLES WWW.CAR.CARTWRIGHTENGINEERS.COM 2. ALL FIRE RATED DOORS SHALL HAVE BALL BEARING HINGES AND SHALL BE SELF CLOSING G2S- CLEAR GLAZING SAFETY RATED NOTE: 3. ALL GLAZING IN HAZARDOUS LOCATIONS IS REWIRED i0 BE OF VERIFY DOOR SWING SAFETY GLAZING MATERIAL. GLAZING IN INGRESS AND EGRESS GlS- INSULATED CLEAR GLAZING SAFETY RATED WITH FLOOR PLANS ODORS AND GLAZING IN HXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITH-IN 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AM.DOOR HARDWARE TO MEET ADA REQUIREMENTS DOOR STYLE CLEAR GLAZING CLEAR GLAZING AS PER OWNERS SAFETY RATED SAFETY RATED 5. MANUALLY OPERATED EDGE OR SURFACE MOUNTED SELECTION RUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED ON ALL DOORS 6. ALL THRESHOLDS TO MEET ADA REQUIREMENTS-VERTICAL DOOR STYLE DOOR STYLE CHANGE IN LEVEL NOT TO EXCEED 1/4'OR BEVELED CHANGE AS PER OWNERS AS PER OWNERS NOT TO EXCEED 1/2" SELECTION SELECTION HARDWARE TYPES: ADA COMPLIANT LEVER (3)HIN6E5 (2)SILENCERS DOOR TYPE F DOOR TYPE G DOOR TYPE H DOOR TYPE J (D WALL STOP INTERIOR PRE HUNG INTERIOR PRE HUNG INTERIOR PRE HUNG INSULATED HOLLOW METAL DOOR SOLID CORE WOOD DOOR SOLID CORE WOOD DOOR SOLID CORE WOOD DOOR W INSULATED HOLLOW METAL FRAME FUNCTIONS: / PRIVACY LOCK: PUSH BUTTON LOCKING-CAN BE OPENED FROM OUTSIDE WITH SMALL SCREWDRIVER TURNING INSIDE LEVER OR CLOSING DOOR RELEASES BUTTON. DOOR TYPES FINISHES ALL DOOR HARDWARE FINI5HE5 A5 SELECTED BY OWNER 22"x 54"DRAWING SCALE: 1/4"=I'-O" NOTES: I I"x IT"DRAWING SCALE: I/8"=I'-O" I. NEw INTERIOR DooRs To BE SOLID CORE 2. ALL DOOR HARDWARE TO BE ADA COMPLIANT LEVER TYPE 5. PROVIDE WALL STOPS AT ALL DOORS UAN .-PROVIDE DOUBLE STOP BEHIND WALL STOPS 4. INTERIOR DOOR OPENING FORCE NOT TO EXCEED 5 LB5. PER SCHEDULE PER SCHEDULE 5. ALL DOORS TO PROVIDE A MINIMUM CLEAR OPENING WIDTH OF 32'WITH DOOR OPEN AT A 90 DEGREE ANGLE HM FRAMES TO BE ONE PIECE WELDED HOLLOW METAL FRAME FACTORY PRIMED 3/4'WOOD INTERIOR PRE HUNG DOOR FRAME DOOR FRAME TYPE A DOOR FRAME TYPE B INTERIOR PRE HUNG FRAME INSULATED HOLLOW METAL ONE PIECE WELDED DOOR FRAME TYPES SHEET NUMBER 22"x 54"DRAWING SCALE: 1/4"=1'-0" A9 x IT"DRAWING SCALE: I/V=FLO" CITY APPROVED PLANS DATE PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS DECEMBER 2EMB GENERAL NOTER Construction Drawings 0 1. CONTRACTOR SHALL HAVE A CUURRENT SET OF CONSTRUCTION PLANS STAMPED BY THE ENGINEER WITH AN APPROVAL STAMP BY THE CITY AT THE WORKSITE. 2. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, THE CITY OF - -G- -G- -G _- -G- - G - -G- - - -G - - -G- - - G - - -G 4- - G - - TWIN FALLS REVISIONS TO THE 2020 ISPWC AND ALL OTHER LOCAL,STATE AND FEDERAL AGENCIES WHICH ARE - - --------------- ------------------ ----------- APPLICABLE UNLESS OTHERWISE SHOWN. -- wzo 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM Or ¢p o ,� ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND a w ewe a'w aw a'w ew a'w ew aw aw ALL WORK IN CONNECTION WITH SITE CONSTRUCTION. THE CONTRACTOR,AND EACH SUBCONTRACTOR,SHALL BE 4 RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL FROM THE JOB-SITE ANY TRASH OR EXCESS MATERIAL CREATED BY o S a THE PERFORMANCE OF THEIR WORK.SUCH MATERIAL SHALL BE PLACED IN A DUMPSTER OR SIMILAR DEVICE PROVIDED '' Si89 9'52"E 174.00' z R.F o BY THE CONTRACTOR E TRANSPORTED FROM THE JOB-SITE. I ass Phil Harper Twin Falls Office o 4 4. RECORDED AND/OR FILED SURVEY MONUMENTS MAY EXIST WITHIN THE LIMITS OF THIS PROJECT.li IS THE s e��ss a c a-ss ess e'ss ass e-ss a-ss "~ °,o M CONTRACTOR'S RESPONSIBILITY i0 PROTECT AND/OR HAVE ANY MONUMENTS DISTURBED,DESTROYED OR REMOVED aQa • •ss DURING CONSTRUCTION,REESTABLISHED AND RE-MONUMENTED BY A PROFESSIONAL LAND SURVEYOR IN ACCORDANCE -- a.P1---- aPl a•PI ' aPl � �'l w WITH IDAPA 55-1613. THE COST TO REESTABLISH SURVEY MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE \ - i 4"Pi 4"F 4-Pi 4"PI 4'Pi 4�Pl 00 THNTCONTRACTORSRACTRSHAL RESPONSIBILITY. 4P Twin Falls Idaho w o 5. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW CONSTRUC710N AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE AND INGRESS AND EGRESS TO SAID CONSTRUCTION. 6. CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATED NATIVE MATERIAL AND USE SUITABLE MATERIAL �I c�"w WHERE DESIGNATED ON THE CONSTRUCTION PLANS AS REQUIRING FILL MATERIAL.FILL SHALL BE PLACED AND µi z_ o°�e� COMPACTED BY METHODS APPROVED BY THE CITY OF TWIN FALLS AND APPROVED BY THE DESIGN ENGINEER.ALL 2 024 W STRIPPINGS NOT SUITABLE FOR FILL MATERIAL ON LOTS OR ROADWAYS SHALL BE USED AS DIRECTED BY THE ENGINEER W 5 o v OR DISCARDED OFF-SITE AT THE CONTRACTOR'S EXPENSE. U 7. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY o p FOR UTILITIES NOT SHOWN ON THE PLANS OR NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES ALL SHEET INDEX: z SERVICE LATERALS OF ANY KIND. - F„ 8. POWER/LIGHT POLES AND/OR OTHER EXISTING FACILITIES NOT IN PROPER LOCATION BASED ON PROPOSED DESCRIPTION SHEET NO- `No IMPROVEMENTS SHALL BE VERIFIED PRIOR TO COMMENCING WORK. D CIVIL NOTES C1 I 9. AFFECTED U71LITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION.CALL'DIGUNE'48 HOURS PRIOR TO COMMENCING WORK. SITE PLAN C2 10.MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS. 11.THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXIST.IMPROVEMENTS FROM DAMAGE AND ALL MISCELLANEOUS DETAILS C3 SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED 70 THE ENGINEER'S MISCELLANEOUS DETAILS C4 SATISFACTION AT THE EXPENSE OF THE CONTRACTOR. 12.ALL CHANGES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER. THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING,BY THE ENGINEER. 13.PIPE TRENCHING AND BEDDING SHALL COMPLY WITH THE AFOREMENTIONED STANDARDS. 14.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILL OUT AND SUBMIT A NOTICE OF INTENT(NOI)TO IDAHO DEQ AND PROJECT BENCHMARK: ,J HAVE A COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOBSITE PRIOR TO CONSTRUCTION. CONTRACTOR TO CONTACT DEQ TWIN FALLS REGIONAL OFFICE AT 208-736-2190 FOR SUBMITTAL.CONTRACTOR TO SUBMIT COPIES OF DOCUMENTS TO THE CITY OF TWIN FALLS. CITY OF TWIN FALLS HYDRANT NO. 4123-2853, 15.DEVELOPER WILL PROVIDE ONE SET OF CONSTRUCTION STAKES ONLY.ANY SUBSEQUENT STAKING&COSTS INCURRED BOLT ELEVATION = 3621.83 V WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2 16.TRAFFIC CONTROL&SIGNAGE FOR SUCH SHALL BE INCIDENTAL TO THE CONTRACT AND BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE PROJECT ENGINEER PRIOR TO COMMENCING WORK. IT WATER SERVICE BOXES AND P.I SERVICE BOXES SHALL BE ADJUSTED TO PROPER HEIGHT BY THE CONTRACTOR DRAINAGE CALCULATIONS '\l FOLLOWING INSTALLATION OF SIDEWALKS AND CURBS AND SHALL BE CONSIDERED INCIDENTAL TO THE COST OF CONSTRUCTION. - �,l i� j NOTES: FORMULA: V WATER NOTES; `R DRAINAGE RUNOFF COEFFICIENTS(CT V=CIA cv c� Impervious Areas=0.95 V=Volume in CF 1, ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STD'S., THE 2020 IDAHO STANDARDS Drainage Runoff Coefficient W FOR PUBLIC WORKS CONSTRUCTION,THE UNIFORM PLUMBING CODE, THE CITY OF TWIN FALLS REVISIONS TO THE 2020 Landscape Areas=0.25 C=Drai w 3 i=Design Storm Rainfall in ft. f x ISPWC AND ALL OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE DO 9 "V �J CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STANDARDS. o o A=Drainage Area in sf r- 2. NO OTHER UTILITY LINES MAY BE PLACED IN THE SAME TRENCH WITH WATER LINES. o o Design Storm=25yr. 24hr. 3. ANY CONFLICT WITH EXISTING UTILITIES SHALL BE IMMEDIATELY CALLED TO THE ATTENTION OF THE ENGINEER. o o Design Storm Rainfall= 1.9in/12= 0.158 ft. 4. COMPONENTS,MATERIALS AND DISINFECTION CHEMICALS INCORPORATED INTO POTABLE WATER SYSTEM INSTALLATIONS, z INCLUDING SERVICE LINES,MUST BE COMPLIANT WITH ANSI/NSF STANDARD 60/61.INCORPORATED MATERIALS SHALL N 'L ALSO COMPLY WITH LOW LEAD RULES AND CONTAIN LESS THAT OR EQUAL TO 0.25 PERCENT LEAD BY WEIGHT. PROFESSIONAL LOT 4O O 5, MAINTAIN 36"OF FINISHED COVER OVER ALL WATER SERVICE LINES WHERE POSSIBLE.IN NO CASE SHALL ANY WATER Total Area-38,751sf >� SERVICE BE PLACED WITH LESS THAN 30"OF COVER BELOW FINISHED GRADE. �. Retention Area A=22,385sf rT` 6. ALL FITTINGS,SERVICE LINES,VALVE BOXES AND LIDS,SHALL BE OF MATERIALS AND CONSTRUCTION APPROVED BY THE Impervious Area= 18,330sf "V 1 CITY OF TWIN FALLS.FLOW MEASURING DEVICES INTENDED FOR POTABLE USE SHALL BE NSF CERTIFIED PRIOR TO Landscape Area= 4,055sf INSTALLATION. Retention Area B= 12,834sf (1 7. CONTRACTOR SHALL PROVIDE APPURTENANCES TO PERFORM PRESSURE TEST AND DISINFECTION AS REQUIRED BY Impervious Area= 9,036sf V STANDARDS. Landscape Area= 3,798sf U 8, CONSTRUCTION SHALL NOT INTERRUPT SERVICE,WITHOUT PRIOR CITY APPROVALS AND PROPER NOTIFICATION. CIRCUMSTANCES MAY REQUIRE TEMPORARY SERVICE FEEDS BE INSTALLED WITHOUT AGENCY REIMBURSEMENT.ANY TEMPORARY SERVICE FEED MUST HAVE PRIOR AGENCY APPROVAL. Retention: 2 Req'd Volume A= (0.95 x 18,330 x 1.9/12)+(0.25 x 4,055 x 1.9/12)=2,912cf I� PRESSURE IRRIGATION NOTES: Design Volume A=Drywell= 60'x 25'x 5'x 0.4= 7,500cf 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2020 IDAHO STANDARDS FOR PUBLIC WORKS Req'd Volume B=(0.95 x 9,036 x 1.9/12)+ (0.25 x 3,798 x 1.9/12) 1,268cf CONSTRUCTION,THE UNIFORM PLUMBING CODE, THE CITY OF TWIN FALLS REVISIONS TO THE 2020 ISPWC,AND ALL Design Volume B= Retention Swale= 100'x x 1.5'=3,405cf l OTHER APPLICABLE AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STANDARDS. ty 2. REFER TO THE CITY OF TWIN FALLS LATEST EDITION OF PRESSURE IRRIGATION SYSTEM DESIGN STANDARDS AND W CONSTRUCTION SPECIFICATIONS FOR INFORMATION NOT SHOWN IN THESE PLANS. SANITARY SEWER NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TEN STATES STO'S., THE 2020 IDAHO STD'S.FOR PUBLIC WORKS CONSTRUCTION, THE CITY OF TWIN FALLS REVISIONS TO THE 2020 ISPWC AND ALL OTHER APPLICABLE DESIGN DATA: AGENCIES UNLESS OTHERWISE SHOWN.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE AWARE OF THE CONTENTS OF THESE STD'S. PARCEL NUMBER: RPT06350130200 2, ALL SERVICES TO BE LAID AT NOT LESS THAN THE MINIMUM SLOPES AS SHOWN IN THE AFOREMENTIONED STANDARDS. OWNER/DEVELOPER:PHIL HARPER ENGINEER:EHM ENGINEERS, INC. TOPOGRAPHIC LEGEND: HANSEN&HARPER, LLC 621 N. COLLEGE RD., STE 100 REVISIONS -- 3548 WASHINTON PKWAY TWIN FALLS, ID. 83301 Zj, CITY COMMENTS-2/20/25 PROPOSED EXISTING -------- -----------7----------------------- ------------------- -------- IDAHO FALLS, ID (208)734-4888 M.AHRENS CATCH BASIN B ® -,a.iRR ,a"IRR 15"IRR la"IRR IS"IRR 15"IRR 15"IRR 15"IRR 15"IRR 15"IRR 15 re 15"IRR PRESSURE IRRIGATION METER ® ® VICINITY SKETCH: IRRIGATION VALVE n.t.s. IRRIGATION AIR INJECTION ASSEMBLY 0 O N89'49'52"W 174.00' IRRIGATION BLOW-OFF ASSEMBLY - SEWER MANHOLE FwnanonR- � N CLEAN OUT m rL e o- oHv oHP oHP oHP $ 0HP 0HP 0HP 0HH oHH ,,v r 0 WATER METER ® ® I - 399.12' PROJECT FIRE HYDRANT CCC - - - - _ _ _ _ T.9 s. _ 2 WATER VALVE D4 pa POLE LINE ROAD WEST T.10 S. LIGHT POLE Cr-° v- 0- „. 3 DO NOT SCALE DRAWINGS POWER POLE o o ABBREVIATIONS: D D D T.VI ATIO IVTS. CONTRACTOR SHALL VERIFY ALL L100L�GYLL`ll LY POIr Line RdW r R TELEPHONE RISER 0 p Pole Line Rtl.W J THE JOB SITE AND NOTIFY THE CONDITIONS AND DIMENSIONS AT MAIL BOX b h A AREA PC POINT OF CURVATURE ' ERRORS,OMISSIONS,OR DIS- AB AS-BUILT C POINT OF CURVATURE r ENGINEER OF ANY DIMENSIONAL CM1erre Dr.W DRAINAGE FLOW ARROW �j ADD'L ADDI710NAL PIER or PI PRESSURE IRRIGATION x REANCIA BEFORE BEGINNING APPR. A.A APPROACH POC POINT ON CURVE °^'^!?'0""• OR FaeRlCanNc ANY WORK. 1 Pt / BM BENCH MARK Pi POINT OF TANGENCY - STAMP BUSH SHRUB 0 0 CB CATCH BASIN REQ'D REQUIRED CBU CLUSTER BOX UNIT ROW OR R/W RIGHT OF WAY ❑ 95`Oor rys FNC SANITARY SEWER LINE S5� SS CF CUBIC FEET RP RADIUS POINT 4� ` 'D CL or¢ CENTER LINE Ri RIGHT P> fDr O F STORM DRAIN LINE SDI so CONST CONSTRUCT RW RESILIENT WEDGE T - m 3 73 z WATER LINE W w COTF CITY OF TWIN FALLS S SLOPE CY CUBIC YARD SD STORM SEWER GRAVITY IRRIGATION LINE C4 GI DW or D/W DRIVEWAY SF SQUARE FOOT T 9lF OF PRESSURE IRRIGATION LINE PI PI DWG BRA WING SS SANITARY SEWER/SEWER SERVICE CITY APPROVAL TyRN IS_ P EA or EOA EDGE OF ASPHALT STA STATION TELEPHONE LINE * 7 EL or ELEV ELEVATION STD STANDARD FG FINISHED GRADE TA TOP OF ASPHALT FENCELINE x x FHYD or FIT FIRE HYDRANT TBC, TOC, TC TOP OF CURB(VERT,HIGHBACK,STD) APPROVED M. AHRENS EDGE OF ASPHALT EA FL FAC E FLOW CE OF CURB TCCC TOP OF CONCRETE RY BENCH MARK BOUNDARYLEGEND: DESIGN M. AHRENS EDGE OF GRAVEL ------------------------- EG GB GRADE BREAK TFCC TWIN FALLS CANAL COMPANY GI or DIRK GRAVITY IRRIGATION TRANS TRANSITION DRAWN M. AHRENS VERTICAL CURB AND GUTTER INT INTERSECTION TRC TOP OF ROLLED CURB SURVEY BOUNDARY LINE CITY APPROVED PLANS ROLLED CURB AND GUTTER INV INVERT TYP TYPICAL DATE 3/7/2025 IRR IRRIGATION/IRRIGATION SERVICE U.N.O. UNLESS NOTED OTHERWISE SECTION LINE R,W.,df.Codecomplia CONCRETE SIDEWALK ISPWC IDAHO STANDARDS FOR PUBLIC V VOLUME SUBDIVISIONAL SECTION LINE PLANS MUST BE ON JOB SITE SCALE AS SHOWN WORKS CONSTRUCTION VC VERTICAL CURVE LF LINEAR FOOT VG VALLEY GUTTER PROPOSED EASEMENT LINE --------------- DWG.6145-21 SITE-2024REV BUILDING FOOTPRINT 0 LG LIP OF GUTTER VPC VERTICAL POINT OF CURVATURE --- -- --- FOR ALL INSPECTIONS LT LEFT VPI VERTICAL POINT OF INTERSECTION ADJACENT PROPERTY LINE SHEET MH MANHOLE VPT VERTICAL POINT OF TANGENCY CENTERLINE OF STREET �� NG NATURAL GROUND WE WATERLINE EXISTING GROUND CONTOUR ------3711------ NTS NOT TO SCALE WM WATER METER PLATTED LOT LINE tera Page 15 of 62 KEYED NOTES: s M O1 CONSTRUCT ASPHALT PAVEMENT SECTION PER DET. 1 o I I Uw o ' 2 CONSTRUCT STANDUP CURB PER DET.2 O3 CONSTRUCT CURB&GUTTER PER DEL 3 tO• - G CONSTRUCT 3'VALLEY GUTTER PER DEL 41 0 5 10 20 ° ❑ B a 0 rn 5 CONSTRUCT 4'VALLEY GUTTER PER DEL 5 o � m § y F SCALE IN FEET $' o CONSTRUCT CONCRETE PAD PER DET. 6 sp ALL STORM WATER COMPONENTS REQUIRE ENGINEERING INSPECTION bJ), 8 CONTACT 208-735-3446 or EMAIL engineeringinspectors@tfid.org Q w O7 CONSTRUCT SIDEWALK PER DEL 7 e O8 CONSTRUCT THICKENED EDGE SIDEWALK PER DET. 8 SO110'O8"W 22L67!-- • CONSTRUCT CURB CUT w/RIP-RAPPED SLOPE PER DEL 9 I ti msrau�i6LF OF 10'PVC SD LINE LANDSCAPE AREA = 2,290SF • CONSTRUCT RETENTION SWALE PER DET. 10 °' I i� I 'm U 4 • CONSTRUCT DRYWELL PER DEL 11 �' s6 INSTALL�27LF OF 10"PVC SD LINE a a ti9ry� b o 0 • CONSTRUCT STORMDRAIN MANHOLE PER DEL 12 I I II z c atiec I I I I I • INSTALL ACCESSIBLE PARKING SIGN PER DEL 13 0" 11Ij • INSTALL PAINTED ACCESSIBILITY SYMBOL PER DET. 14 II I m 9b��� ° n ° � ° -° ° � woo SIGN O75 CONSTRUCT TRASH ENCLOSURE DETAIL PER DEL 15 ---- 81.5'(9 SPACES) 81.5'(9 SPACES) I �A ~j • CONSTRUCT INLET CATCH BASINS PER ISPWC SD-601&SD-602 I �9 ) n\ oo'fe sSf 29.3 • °oo, ao a INSTALL 112LF OF 10 PVC SD LINE 1a` • EXTEND EXISTING SEWER SERVICE w/4"LINE AT 2.0%MIN.SLOPE TO BUILDING AT °` 26.0 �L* 1 \ �6� ry9�' "�I qk LOCATION SHOWN. COORDINATE w MEP PLAN. M l I DRY WELL • EXTEND EXISTING WATER SERVICE W/2"LINE IN ACCORDANCE w/GENERAL NOTES 11 III 3 INSTALL^-35LF OF f0 PERF.PIPE W i ON SHEET C1 TO BUILDING AT LOCATION SHOWN. COORDINATE w/MEP. 71 STANDARDS AND./GENERAL NOTES ON SHEET 61 AT LOCATION SHOWN. I Ip M COORDINATE It/ME 1 m _ (D ADDITIONAL NOTES: -LANDSCAPE DESIGN REQUIREMENTS TO BE SATISFIED PER THE ARCHITECTURAL PLAN. 3 �f%i ofOO o ao I' rT� 1 ry9$$e` / $ 99ec'fa fC 3 U What is the FIRE FLOW requirement for this —Pass �9�tie aaa c P� a j project?Are additional FH required? Please use: 1 P'otia i/ p 0 0 Fire Hydrants IAW 2018 IFC,Appendices B&C m e 135'(10 SPACES,3 ADA) e e W GRADE BREAK L----- ro�90 eta � ----- ----- a The number of FH's,spacing and location shall �S a a 'sh 540 LJ Of meet the minimum standards based on fire flow f6 ,6 9 52rs Ssrs ® ® o? 24' < I I I I o 0 0 o � � � a� , I Q calcs and real-world fire apparatus access. Contact 1 m �o �o �o �o o �o o Lam, the TF Fire Marshal's office for further guidance. Q sos 'oa 'oa B a B 6 o °��F Q 1 0l l W f s �o o pia U p n ¢ sk Lu V) z L it WII Qom I I N o W^y Q J I I 15.5' 11 M Do z I\ II III REVISIONS IAHCITY COMMENTS-2/20/25 M l I PROPOSED BUILDING FOOTPRINT O ce 1 10.2' 5' 30.67' AREA = —7,272sf W�69.00' FF = 3630.80 5' 19.0" 3" 22.5' I I \ I I I I I I I I A aos I I I I I I rob" v J V (D os 1 I \\ 6 / NAT. GAS LOCATION IS APPROXIMATE. DO NOT SCALE I1..NGS \ �S I I CONFIRM EXISTING ALIGNMENT BEFORE INSTALLATION. \ I CONTRACTOR SHALL VERIFY ALL 2 CONDITIONS AND DIMENSIONS AT \ Sow THE JOB SITE AND NOTIFY THE o Qky ENGINEER OF ANY DIMENSIONAL I \ ERRORS,OMISSIONS,OR DIS- - -------- --- ----- --- \ 9�c All refuse aDe Sha,I I O b CREPAN,OV BEFORE BEGINNING -- _ _ _-_ _- __. —c o —G— — — o c o —G— — — \\ �0 9� a VISIf311 S1�reen from a �acalnt OR FABRICATING ANY WORK. I ro S�s� 596� 596� \ 6Y 99 streG s 4nd pr pertle STAMP _77 \ T l S�ONAL F 7 \ 1 5 p o m 3 73 � 1 j 3 LANDSCAPE AREA 2,820SF 1 3629 3629 1 m m I 3628 TRAS P I SHAPE LANDSCAPE TO ALLOW SWALE OVERFLOW 3628 RETENTION ti ti a �c 11 I II II I I Hfty S' � NORTHWARD r0 ROADWAY SWALE a j - S APPROVED M. AHRENS 0 0 �� 9g oe6 25100'1 DESIGN M. AHRENS 1 NO'10'08"E 221.67' DRAWN M. AHRENS DATE 3/7/2025 SCALE AS SHOWN I I aggW I Z= CITY APPROVED PLANS DWG.645-21 SITE-2024REV 3 l MANS MUST BE ON LOB SITE SHEET FOR ALL INSVELTIONS C2 L o ; III 20f 4 Page 16 of 62 O m m •U 00 � U w o 3 4-0 H b x r- 1„ 1„R 2,_0" 2'-Q" Vj o v h 2)y4 REBAR < it o w 3 6" - lY" R.1/2"' RA" VARIES- 6"'MAX. WIDTH VARIES - SEE PLAN Y. 2'-0" a e o o ' .. PAVEMENT COMPACTED SUBGRADE TO ,COMPACTED "GRAVEL BASE rrl v� o 95%STANDARD PROCTOR INSTALLED TO BOTTOM OF 3"7YP. F+-I 7' 0" PARKING LOT SECTION No. 4 REBAR LL a 1"BATTER COMPACTED GRAVEL BASE TO BOTTOM OF STREET SECTION. COMPACTED GRAVEL BASE TO BOTTOM OF STREET SECTION. .may m III -III - —III W W m 3" EXPANSION MATERIAL 3 EXPANSION MATERIAL III=III= =III=III= R=1" R=1/2" REBAR RE W U 2 1/2"PLANTMIX PAVEMENT R=1/2 R-3 Z - 8 oN - - - Z 2"-3/4"AGGR.LEVELING COURSE-COMP.TO 95%MAX.DENSITY - M EXPANSION JOINT SECTION EXPANSION JOINT SECTION w a 6"-2"BASE AGGR.-COMP.TO 95%MAX.DENSITY - N NOTES: NOTES:N.T.S. N.T.S. NOTES: 1. EXPANSION MATERIAL SHALL BE PLACED IN THE VALLEY GUTTER AT TWENTY 1. EXPANSION MATERIAL SHALL BE PLACED IN THE VALLEY GUTTER AT TWENTY FOOT 20 SUBBASE- COMPACTED TO 95%MAX.DENSITY PAVING TI BASE FOOT(20')INTERVALS OR IF LESS THAN FORTY FOOT(40)LONG, PLACE ONE ' ' LONG,PLACE ONE 1.PROVIDE EXPANSION JOINTS AT 25'O.C. MAX.AND AT SECTION ( )INTERVALS OR IF LESS THAN FORTY FOOT(40) NOTES: SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER CURVES,TANGENTS,AND CORNERS. 6„ (1)PIECE IN MIDDLE. SEE EXPANSION JOINT SECTION. (1)PIECE IN MIDDLE. SEE EXPANSION JOINT SECTION. AGGR. BASE 2.ALL PERFORMED EXPANSION MATERIAL SHALL BE BLACK ASPHALT 2.ALL PERFORMED EXPANSION MATERIAL SHALL BE BLACK ASPHALT PRIOR TO BASE AGGREGATE AND ASPHALT PLACEMENT. 2.BASE OF CURB TO REST ON COMPACTED FILL. 3.SACK FINISH EXPOSED SURFACES. IMPREGNATED FELT MATERIAL AS PER AASHTO M33-78 IMPREGNATED FELT MATERIAL AS PER AASHTO M33-78 SPECIFICATIONS SPECIFICATIONS n TYP.PAVING SECTION(PARKING LOT) z STAND-UP CURB DETAIL 3 VERTICAL CURB & GUTTER DETAIL 4 3'VALLEY GUTTER DETAIL n 4'VALLEY GUTTER DETAIL a N.T.S. REF:ISPWC SD-701A N.TS. REF:TFSD-701 N.T.S. N.T.S. N.T.S. rr^^ v� q Q U O ° � W � O RIP RAPPED SLOPE i 4 18"WIDE OPENING 6"CONCRETE SLAB W/N4® if�ll . : . 2)p4's CONT. 1/4"x 1/2" A\ON . 12"O.C.EACH WAY _• * DEEP SAWCUT S`✓P\�G R6 r o°•^ �'-' 4"THICK CONC.SIDEWALK 0 P ASPHALT 4 1/2" 3/4"AGGR COMP. O e pd Con TO 957 MAX DENSITY *SS, gN o g g,�° 4'MIN. 3/4 aMINUS GRAVEL BASE _ N PARKING LOT SUBBASE-COMPACTED 12"MIN. —III III—III III III III III III-_ COMP. TO 95%MAX. DENSITY N TO 957 MAX.DENSITY -III-III-III-III-I -III-I - 11I III11I III1I I� 1 1= fi _ =T( ii�l 4°-3 4"MAX I SUBBASE- COMPACTED - -III i0 95%MAX. DENSITY III 12 s" BASE COURSE WL.Gy NOTE: *• 6"MAX. ALLOWABLE. NOTED OTHERWISE AT I'1 NOTES: SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER PRIOR TO AGGREGATE AND 1. PROVIDE EXPANSION MATERIAL AT 8"O.C. MAX. AND WHEN VARIOUS AREAS ON SITE PLAN. HANDICAP RAMP STANDARD B ASPHALT PLACEMENT. ADJOINING ANY OTHER CONCRETE WORK DETAILS AS SHOWN ON THIS SHEET. &GUTTER n CONCRETE PAD SECTION n SIDEWALK DETAIL n THICKENED EDGE SIDEWALK DETAIL n CURB CUT OPENING DETAIL � N.T.S. N.T.S. O N.T.S. N.TS, REVISIONS Z CITY COMMENTS-2/20/25 M.AHRENS RESERVED V-0"X V-6"X 0.080"ALUMINUM HANDICAP V PARKING PARKING SIGN. SIGN TO READ "RESERVED STD.MANHOLE RING COVER 25' CONC.COLLAR "VAN ACCESSIBLE" PARKING"WITH IDENTIFICATION SYMBOL AND DO NOT SCALE DRAWINGS PER PLAN "VAN ACCESSIBLE"WHERE APPLICABLE. CONTRACTOR SHALL VERIFY ALL 4"WIDE STRIPING r-----,rq BOLT TO STEEL TUBE WITH 1/2"CADMIUM CONDITIONS AND DIMENSIONS AT Finished Grade GRADE RING(S)- 12"MAX. PLATED BOLTS, NUTS,AND WASHERS. TRAFF 2 ELLLLOWS ENGINEERSOF ANY DIMENSIONAL ERRORS,OMISSIONS,OR DIS- TONGUE&GROOVE JOINT OR PANSIES BEFORE BEGINNING SEALED WITH RAMN-NEK 2-0 = OR FABRICATING ANY WORK. Lap Geotextile `v ' BACKGROUND PAINT CL (OR EQUAL) - MANHOLE CONE((CONE ONLY W/ LL (2)COATS BLUE OF STALL STAMP Too of Rock Elev.=3627.00 BASE®SHALLOI�MANHOLES) 2"X 2"X.188"STEEL TUBE, EXTEND INTO '.. � 3'-0° 1'-6" 1'-6" 3"-0" NONAL CONC. FILLED PIPE 2'-0 �y9 VpENB a'i m 'Contech'C-45NW C Geotextile or Equal0 C) a 23 73 Sides and Top Only - 4 a'A 03 1010d5 4'-0. MANHOLE BARREL-VARIES P F IN HEIGHT(SET IN CONCRETE "' 3' rryr of BASE OR PRECAST) FIN.GRADE + 2„ i Bottom of Rock Elev.=3622.00 O INLET OR OUTLET i APPROVED M. AHRENS PIPE(S) IPES PER PLAN z s DESIGN 4" M. AHRENS 10"0 Perforated Pipe PERF.PIPE AT DRYWELL '- - 12"DIAMETER CONCRETE BASE E S 5 Note:Prior to Dr well 17"SEDIMENT TRAP 3"WIDE PAINTED STRIPES 1'-3" 7" 22' LANDSCAPING PER Flowline Elev.per Plan Y WHERE REO'D.(PER PLAN) GROUT REQUIRED DRAWN SIDEWALK 3.� OWNER SPECIFICATIONS Installation Contractor Shall _ AT PENETRATIONS PAINT(21 COATS WHITE RAD. M. AHRENS • -- - �MqX� 2"TO 4"Washed Aggregate Provide Sam le o/Product to - - N R P ,. BEADED EFLECTIVE PAINT CITY APPROVED PLANS 3.1(MPx) Obtain Laboratory ALIGN WITH END q rowp� DATE - S 12025 SHOWN �{ Documentation of Required OF STALL STRIPING PLANS MUST BE ON JOB SITE 9 Voids. FOR ALL INSPECTIONS SCALE AS SHOWN SWALE DETAIL DRYWELL DETAIL STORM DRAIN MANHOLE ACCESSIBLE PARKING SIGN PAINTED ACCESSIBILITY SYMBOL D wG 6�5 21 SITE 2024REV 12 SHEET DIMENSIONS:100'x 9'x 1.5' N.T.S. DIMENSIONS:65'x 20'x 5' N.TS. N.T.S. N.TS. N.T.S. C3 3 of Page 17 of 62 In M m •U 00 � H � Uri O 884 Y.EYQ � M W vI 00 4" PRECASE CONC. CAP TOP OF CONC. CAP F hti (2) # 5's CONT. r .;: �I BOND BEAM AT TOP, FBI z -64 q um BOTTOM, & 48" O.C. rT, j W a 6" CONC. APPROACH SLAB �,Z°o OVER 4" - 3/4" COMP. o w a BASE - TYP. CHAIN LINK GATE W DOUBLE DIAGONAL PRIVACY SLATS CONC. FILLED 6" DIA. 8" SPLIT-FACE CMU COLOR STEEL POST ANCHORED AS SELECTED BY ARCHITECT 29.85TCC 30.00TCC TO CONCRETE FTG. # 6's AT 24" O.C. VERT. 17 1/2" FIBER EXP. JOINT 1 1/2" 8" a # 5 AT 24"O.C. EXTEND DUMPSTER 30"ABOVE TOP OFF FOOTING q ALTERNATE HOOKS C �^ •. 0"-011�i 8" SPLIT-FACE CMU x--r FIN. GRADE o BLOCK WALL .%/ O (2)# 5 AT TOP AND BOT. 6" CONCRETE SLAB `•J h+y SLOPE TO DRAIN 8" CONC. SLAB 13x13 D5xD5 WWF v 29.93TCC 30.68TCC RAISED CURB OVER 4" 3/4" AGGR. W 12"x24" CONC. FOOTING F� W/ (2) # 5's HORIZ. 12'-0" TYP. WALL SECTION a TRASH ENCLOSURE PLAN O Y4 6'-4" TOP OF CONC.CAP 4"PRECAST l FLU, NC. FILLED 6'"DIA.STL.POST _ CONCRETE CAP by 5'-0"x 5'-0"CHAIN LINK GATE WITH DOUBLE DIAGONAL PRIVACY 5'-0"HIGH x 8'-0"WIDE SLATS.COLOR AS SPECIFIED BY CHAIN LINK GATE WITH /V ARCHITECT. DOUBLE DIAGONAL PRIVACY SLATS AND DIAGONAL W^ BRACING.COLOR SELECTED BY ARCHITECT. CONC. FILLED 6" DIA.STL.POST x REVISIONS 8"SPLIT-FACE CMU E CITY COMMENTS-2/20/25 8"CONCRETE SLAB W/ 13 x 13 COLOR AS SELECTED M.AHRENS BY ARCHITECT D5 x D5 WWF OVER 4" 3/4"AGGR. IT H X� X FIN.GRADE TOP OF PAVEMENT 5/16"LIFT PIN &CONC.SLAB III 1"DIA.GALV. PIPE ---- SLEEVE(4"DEPTH) LJ 2-0"x 2'-0"CONC.FOOTING r r-1 W/(4)#5 VERT.BARS&#3 L_J L L HORIZ.BARS AT 8"O.C.PROVIDE L-1-- L (3)#3 HORIZ. BARS IN TOP 5" T-- --------------------------------- _1 DO NOT SCALE DRAWINGS L - SPACED 1"APART CONTRAC70R SHALL VERIFY ALL 16" CONDITIONS AND DIMENSIONS AT f- { L-------L-------------------------------- ------J THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL SLAB SECTION FRONT ELEVATION DIS- CREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. TRASH ENCLOSURE DETAIL STAMP 15 THIS TRASH ENCLOSURE PROVIDED AS AN OPTION.VERIFY WITH ARCHITECT AND FRANCHISE DESIGN GUIDELINES. N.T.S. 9\ONAC F Key xGENS 'm a 3 73 z yT,NTF OF APPROVED M. AHRENS DESIGN M. AHRENS DRAWN M. AHRENS DATE 3/7/2025 CITVIAPPROVED PLANS SCALE AS SHOWN w UST BE ON JOB,w PIANS MUST BE ON IOB SNE °wc.6145-21 SITE-2024REV FOR ALL INSPECTIONS SHEET C4 flora 6 Page 18 o PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING t.10Al. PROPERTY LOCATION: CANYON TRAILS SUBDIVISION j METAL ROOFING \\ NO. 5 i FLYWOOD ROOF BLOCK 13 / 5HEATHN6 \ LOT 20 / 1 FRE FINISHED METAL j I FLASHING / It T'LSL FASCIA BOARD TWIN FALLS, = I COUNTY L- I 14"LSL SUB FASCIA BOARD FASCIA MATERIAL PROJECT ADDRESS: I 418 1L 14'LSL NAILED�----------------- -- PARK VIEW ALON651DE ROOF / TRUSS PERFORATED ; LOOP SOFFIT MATERIAL PRE-ENGINEERED ROOF J DRAWING TITLE: �\ TRUSSES-SEE ROOF � FRAMING FLAN SECTIONS NOTES AND DETAILS CONTRACTOR: I 1 U1 1 I i W I 0 J_ µ.-0- FP�EY� W 45•-�. , 14"LSL NAILED A ALON651DE ROOF `, TRU55 26'-7 1/2= i I-1/2"x 16"LSL `� D BLOCKING METAL ROOFING i TT Y' BOUNDARY PLYWOOD ROOF SHEATHING I 0'-6' NAILING I � I (3)5"DIAMETER HOLES 12 % PROJECT ARCHITECT 14"1-51-NAILED ALON651DE ROOF FRE-ENGINEERED ROOF \ / TRUSS 1 TRUSSES-RE:ROOF \ / METAL ROOFING 14"LSL NAILED ARTWR/GN 4'-0= TRUSS WEB5 DE516NED FRAMING PLAN ALONG5ICIE ROOF BY TRUSS MANUFACTURER I / PLYWOOD ROOF 51ffATHIN6 T2U55 a ARCHITECTS&ENGINEERS i 113'-9 1/8" ELEVATION 121 4-0_ 635 SOUTH 100 EAST LOGAN,JTAH 84321 TFUY HEe. T435 753.2850 113'-O" ELEVATION ti F435 753.2851 IbnoM of TPol55/eBluxe�HEleHr 50LID BLOCKIN6 ELEVATION 3'- ©2024 CARTWRIGHT ROOF INSULATION-TRUSSES: RE:STRUCTURAL 1fNYs xffL WWW.CARTWRIGHTENGINEERS.COM -I/2"x 16'L5L PROVIDE BLOWN-IN CELLULOSE OR BLOCKING FIBER5LA55 BATT INSULATION R-49 I MINIMUM. MAINTAIN UNOBSTRUCTED 5/5"GYPSUM BOARD MINIMUM 2"AIR FLOW FROM ALL TAPED,TEXTURED AND . PERFORATED SOFFIT MATERIAL EVES TO RIDGE PAINTED LVL LEDGER TRUSS SPAN -I/2"x Ib"LSL 1 RE:STRUCTURAL BLOCKING � 110'-I/e" ELEVATION I10'-1I/e" ELEVATION ELEVATION 110'-1I/8" MAIN LEVEL TOP PATE BOnOM OF BEAM MAIN LEVEL TOP PLATE EXTEND PLYWOOD WALL 5HEATHIN6 TO BOTTOM `\ 5/2,"6YP5UM BOARD FSIDE RAMOF TRUSS TAIL PE D AND ` KALL SUSPENDED GRID RI IN PI YHOOD G TO BOTTOM PAINTED XTURE ACOUSTIC.GEILIN6 OF WALL BLOWN BLANKET 1/8"6YPBlF1 BOARD WALL INSULATION FIRE TAPE ONLY UNDER APPLY'TYVEK"OR APPROVED ALTERNATIVE 'RID GEILIN6 LOCATIONS COMMERCIAL BUILDING WRAP TO THE OUTSIDE (GOLD 51DW OF PLYWOOD 5HEATHIN6 I/2"OR 5/8"GYPSUM BOARD TAPED,TEXTURED AND ALL INTERIOR WALL FRAMING PAINTED TO BE 2.4 OR 2xb FRAMING AT 16"o/c UNLE55 NOTED OTHERWISE PROVIDE SOUND BATT INSULATION IN ALL WALLS OF ACIE551E-E REST ROOMS STONE HAINSCOT� SEE EXTERIOR ELEVATIONS GATT INSULATION PLYWOOD FLOOR 100'-0" ELEVATION EBETWEEN FLOOR SHEATHIN6 100,veL FINI PLooR JOISTS TREATMENT CORRIDOR ACCESSIBLE WAITING NO.1 REST ROOM ROOM CHECK-IN VESTIBULE 99'-9-3/4' ELEVATION ti LEVEL h ELEVATION TOO'-O" FINISH FLOOR iOP OF FOJNDATIon wAu FINISH WISH 6RADE IN INSULATE EXTERIOR WALL OF DRAWL SPADE BEARING PONY BEARING PONY BEARING PONY BEARING PONY BEARING PONY BEARING PONY WALL-SEE WALL-SEE WALL-SEE WALL-SEE WALL-SEE WALL-SEETU ' STRUCTURAL STRUCTURAL STRUCTURAL STRUCTURAL b MIL.POLYETHYLENE VAPOR BARRIER STRUCTURAL STRUCTURAL N CRAWL OVERLAPPED 12"AT JOINTS-AND TO CRAWL SPACE EXTEND TO FOUNDATION WALLS SPACE I 95'-9-3/4' ELEVATIONh TOP OF FOOTING AT LRAWL EPALE BEARING WALL BEARING WALL 215MN6 N4ALIL BEARING WALL BEARING HALL BEARING WALL FOOTING-SEE FOOTING-SEE �OffDITNI FOOTING-SEE FOOTING-SEE FOOTING-SEE STRUCTURAL STRUCTURAL 'STIRZ_-OU3 L 5TRUGTURAL STRUCTURAL STRUCTURAL CITY APPROVEDPLANS PLANS MUST BE ON IOB SITE SHEET NUMBER FOR ALL INSP-1-S BUILDING CROSS SECTION n CS1 SCALE: 1/2"=1'-0" DATE 12 DECEMBER 21321 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING tlDAHO T PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 TWIN FALLS, COUNTY PROJECT ADDRESS: 418 PARK VIEW LOOP DRAWING TITLE: SECTIONS NOTES AND DETAILS CONTRACTOR: U1 It W 0 J_ Lm 4'-0" Tr 0'-6- /- BOUNDARY 0'-6' NAILING METAL ROOFING 1-1/2"x 16'LSL BLOCKING D PLYWOOD ROOF SHEATHING I^ (5)5'DIAMETER HOLES Y/ I 12 1 O PROJECT ARCHITECT 14'LSL NAILED ALONGSIDE ROOF TpU55 PRE-ENGINEERED ROOF 14'ESE NAILED ARTWR/GN 4'-0" FR J55E5AMINC PLAN ROOF ALONTRUSS IDE ROOF METAL ROOFING PLYWOOD ROOF SHEATHING 4'-0• ARCHITECTS&ENGINEERS 635 SOUTH 100 EAST 115'-9 I/8" ELEVATION�jh2 LOGAN,UTAH 84321 1 TOP OF 1m55 2 1 T435 753.2850 F435 753.2851 TRU55 WEBS DESIGNED SOLID BLOCKING ©2024 CARTWRIGHT ROOF INSULATION-TRUSSES- BY TRUSS MANUFALTURER RE:STRUCTURAL ELEVATION 115'-II/8" WWW.CARTWRIGHTENGINEERS.COM PROVIDE BLOWN-IN CELLULOSE OR Twrs HEEL 16"L5L FIBER6LA55 BATT INSULATION R-49 I BLOCKING MINIMUM. MAINTAIN UNOBSTRUCTED 17'-)),�• MINIMUM 2"AIR PLOW FROM ALL PERFORATED EVES TO RIDGE LVL LEDGER TRU55 SPAN •I SOFFIT MATERIAL RE:STRUCTURAL 110'-1115" ELEVATION ELEVATION IIO'-I 115 MAIN LEVEL TOP PLATE MAIN L-11 TOP HATE EXTEND PLYWOOD WALL SHEATHING TO BOTTOM SIDE OF TRU55 TAIL FRAMING APPLY"TYVEK"OR APPROVED ALTERNATIVE LOMfiE�RkA� (L�11 TG�RPTTO THE OUTSIDE ALL INTERIOR WALL FRAMING (COL(Ei1 m4IEYYVOOD 5HEATHIN6 TO SE 2.4 OR 2x6 FRAMING ELEVATIONS AT 16"&1 UNLESS NOTED OTHERWISE ro ro I/2"OR 5/8"6YP5UM BOARD TAPED,TEXTURED AND w w FAINTED STONE HAINSCO —STONE WAINSCOT SEE EXTERIOR SEE EXTERIOR ELEVATIONS ELEVATIONS BATT INSULATION PLYWOOD SHEATHING FLOOR 100'-0" ELEVATION BETWEEN FLOOR MqN LEveL FIrvIEH rLooR .015Ts TREATMENT CORRIDOR LAB XRAY CORRIDOR NO.3 RECEPTION PRINT 99'A-5/4" ELEVATION ti glry LEVEL Plnlsx PLoaR h ELEVATION 100'-O" TOP oP ParvnArlox nw.L FINISH FILL514 GRADE INSULATE EXTERIOR .P WALL OF CRAWL SPACE BEARING PONY BEARING PONY BEARING PONY BEARING PONY WALL-SEE WALL-SEE HALL-SEE HALL-SEE STRUCTURAL 6 MIL.POLYETHYLENE VAPOR BARRIER STRUCTURAL 5TRUCTURAL STRUCTURAL CRAWL OVERLAPPED 12"AT JOINTS-AND TO CRAWL SPACE EXTEND TO FOUNDATION WALLS aSPAOE I pa 95'A-5/4" ELEVATIONti roP oP Poonns qr cRgwL vgcE BEARING WALL BEARING WALL BEARIN&WALL BEARING KALL FOOTING-SEE FOOTING-SEE FOOTING-SEE FOOTING-SEE STRUCTURAL STRUCTURAL STRUCTURAL STRUCTURAL CITY APPROVED PLANS SHEET NUMBER BUILDING GROSS SECTION CS2 SCALE: 1/2"a I'-0' Get PIONS MUST BE ON LOB SITE GS^ FOR ALL INSFFRIONS DATE 12 DECEMBER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING t1DAHO T 4'-0" PROPERTY LOCATION: 29•-3" CANYON TRAILS TRUSS SPAN SUBDIVISION 1-1/2"x 16"L5L NO. 5 BLOCKING BLOCK 13 14'151 NAILED METAL ROOFING LOT 20 ALONG5IDE ROOF 12 TRU55 PLYWOOD ROOF SHEATHING U 0 4'-0" TWIN FALLS, NAILED AL ALONGN6 SIDE ROOF COUNTY 123'-b 3/4" ELEVATION ti PRE-ENGINEERED ROOF TRUSS x�L I FRAMING PLAN TRUSSES-RE:ROOF 1 PROJECT ADDRESS: Nr NAILED ELEVATION 123'-O"AL ALONGSIDE ROOF LFKR LEVEL roF FLATS 418 2'xlb"LSL PARK VIEW BLOCKING LOOP 120'-11' ELEVATION� ELEVATION 120'-T' 0•-6" LPP6.LEVEL TOP RAiE -� lFP[R LEVEL rOP PUiE BOUNDARY O'-6 NAILING DRAWING TITLE: 3 SECTIONS (3)3"DIAMETER HOLES 1 NOTES o I g a g METAL ROOFING AND 32'-2" PLYWOOD ROOF SHEATHING - DETAILS TRUSS SPAN n CONTRACTOR: 12 METAL ROOFING 4'- 1 O I PLYWOOD RODF SHEATHING 14"LSL NAILED ALONGSIDE ROOF SOLID BLOCKING RE:LEDGER 12 RE:STRVCTVRAL E(� TRUS5 RE:STRUCTURAL 12 I //(ny PRE-ENGINEERED ROOF LL TRUSSES-RE:ROOF FRAMING PLAN a \ � I a INSULATE FLOOR OF ELEVATION 113'-O" 0 TRUSS WE85 TRU DE51GI4:D ROOF INSULATION-TRUSSES: STAFF UPPER LEVEL STAFF MECHANICAL MAIN LEVEL TO, FLATS -I/2"x Ib'L5L BY TRIU55 MANUFACTURER PROVIDE BLOWN-IN CELLULOSE OR BLOCKING FIBERGLASS BATT INSULATION R-4q ROOM ROOM ff1 EXTEND PLYWOOD WALL MINIMUM. MAINTAIN UN055TRUCTEO LVL LEDGER m 2'-0" SHEATHING TO BOTTOM MINIMUM 2'AIR FLOW FROM ALL RE: CN :STRRAL ELEVATION III'-5 T/8" L SIDE OF5 TAIL EVES TO RIDGE FRAMING 2xb GYPSUM FRAMING FINSIN FLOOR r < LPFB!LEVEL AT 24"o/c M CC a L 5/6'GYPM BOARDAND I/8' I T TAPED,TEXTURED �ELEVATION IIO'-I PAINTED Mau LEva iGP PLA1E 7 STAIR UJ P'F1.L SUSPENDED 61I D ACOUSTIC CEILING 1/8"GYPSUM BOARD FIRE TAPE ONLY UNDER PROJECT ARCHITECT GRID CEILING LOCATIONS LANDING ARTWR/GN ARCHITECTS&ENGINEERS ION IN ALL PROVIDE SOD GATT 635 SOUTH 100 EAST I/2"OR 5/8"GYPSUM BOARD ICI I OF CO NSNLATION ROOMS LOGAN,UTAH 84321 UN TAPED,TEXTURED AND PROVIDE SOUND BATT PROVIDE SOUND BATT T435 753.2850 PAINTED INSULATION IN ALL WALLS INSULATION IN ALL WALLS F435 753.2851 'i gl OF ACCESSIBLE REST ROOMS OF ACCESSIBLE REST ROOMS ©2024 CARTWRIGHT S I"THICK H.D.PARTICLE m p BOARD SHELF WITH WWW.CARTWRIGHTENGINEERS.COM MELAMI�i SURFACE ALL EXPOSED PVC EDGING ON ALL WALLS,CEILING ON EDGES-PROVIDE Ix3 AND CRAINL SPACE WALLS OF LEDGER AS SHOWN DENTAL ELIUIPMENT ROOM GATT IN5ULATION BETWEEN FLOOR JOISTS TREATMENT CORRIDOR STERILIZATION STORAGE AGGE551BLE CORRIDOR GONSTULATION DENTAL NO.4 REST ROOM EQUIPMENT ELEVATION I FLOOR -� MAIN LEVEL FINISHGH FLOOR FINISH GRADE FINISH GRADE ELEVATION qq'-q 5/4" Tw OF INSULATE EXTERIOR raluDAnax WALL OF DRAWL SPACE BEARING PONY BEARING PONY BEARING PONY BEARING PONY BEARING PONY BEARING PONY WALL-SEE WALL-SEE WALL-SEE WALL-SEE WALL-SEE WALL-SEE STRUCTURAL STRUCTURAL b MIL.POLYETHYLENE VAPOR BARRIER STRUCTURAL b MIL.POLYETHYLENE VAPOR BARRIER STRUCTURAL STRUCTURAL C7 STRUCTURAL CRAM OVERLAPPED 12"AT JOINT5-AND M TO DRAWL OVERLAPPED 12'AT JOINTS-AND TO SPACE EXTEND TO FOUNDATION WALLS SPACE EXTEND TO FOUNDATION WALLS BEARING WALL BEARING WALL BEARING WALL BEARING WALL BEARING WALL 5EARIN6 WALL FOOTING-SEE FOOTING-SEE FOOTING-SEE FOOTING-SEE FOOTING-SEE FOOTING-SEE STRUCTURAL STRUCTURAL STRUCTURAL STRUCTURAL STRUCTURAL STRUCTURAL BUILDING GROSS SECTION c (�0,3 CITY APPROVED PLANS a........... PLMSTOONBSSITE SHEET NUMBER CS3 DATE 12 DECEMBER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING t1DAHO T PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 TWIN FALLS, COUNTY PROJECT ADDRESS: 418 PARK VIEW LOOP DRAWING TITLE: SECTIONS NOTES AND DETAILS CONTRACTOR: U1 It W 0 J_ s2'-11' m TRUSS SPAN 0'-6" C L BOUNDARY 0'-6' KAILIN6 (5)S"DIAMETER HOLES "• METAL R001I16 IIS'3 I/16" ELEVATION ti PLYWOOD ROOF SHEATHING TOP 1-1FLKA PROJECT ARCHITECT 14'LSL NAILED 1 12 O 4•_O. 4-0' 1DE ROOF TRUSS TRU55 ARTWR/GN N4'-0 15/16" ELEVATION �EN 1NEREEID RDR� ARCHITECTS&ENGINEERS TW55 REEL \ FRAMIN6 PLAN 635 SOUTH 300 EAST N LOGAN,UTAH 84321 � 435753.285 TRI65 11E55 DSIGNED E F1 ALONGSIDE ROOF BY TRUSS MANUFACTURER &NAILED ©2024 CARTWRIGHT TRUSS AL W W W.CARTW RIGHTENGINEERS.COM 16"LSL 1-1/2"x 16'1-5L BLOCKING BLOCKING III'-O" ELEVATION MAIN TOP RATE PERFORATED SOFFIT MATERIAL EXTEND PLYWOOD WALL SHEATHING TO BOTTOM SIDE OF TRUSS TAIL FRAMIN6 APPLY'TYVEK"OR APPROVED ALTERNATIVE COMMERCIAL BUILDING WRAP TO THE OUTSIDE (COLD SIDE)OF PLYWOOD 5HEATHIN6 •I GATT INSULATION LEASE 100'-0" ELEVATION BETWEEN FLOOR SPACE MAIN LEVEL FINISH FLOOR JOISTS 100 I� Q9'-9-5/4" ELEVATION ti LEVEL PIN16H PLooR h ELEVATION 100'-O" IN rOP aP FORDArIgI WALL FINISH F NSH GRADE INSULATE EXTERIOR �14ALL OF CRAWL SPACE BEARING PONY BEARING PONY BEARING PONY BEARING PONY WALL-SEE HALL-SEE WALL-SEE WALL-SEE STRUCTURAL STRUCTURAL STRUCTURAL 6 MIL.POLYETHYLENE VAPOR BARRIER STRUCTURAL L- OVERLAPPED 12'AT JOINTS-AND TO EXTEND TO FOUNDATION WALLS 95'-9-5/4" ELEVATION h __ __ __ __ __ __ __ __ __ •• TOP OF FOOTINS AT CRAWL SPACE __ __ __ __ __ __ __ __ Im BEARING HALL BEARING WALL BEARING WALL BEARING WALL FOOTING-SEE FOOTING-SEE FOOTING-SEE FOOTING-SEE 5TRUCTURAL STRUCTURAL 5TRUCTURAL 5TRUCTURAL CITY APPROVED PLANS SHEET NUMBER BUILDING CROSS SECTION TBEONJOBS PLANS MUST S EC JOB SITE AQ4 FOR ALL INSPECTIONS Y�7 DATE 12 DECEMBER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING LICENSED ARCHITECT AR 985693 1-2-2025 JUSTIN M. CAMPBELL EDGE OF WALL STATE OF IDAHO HAND RAIL 6RIFPIN6 SURFACE RAILING PROPERTY LOCATION: SHALL BE CONTINUOUS,WITHOUT INTERRUPTION BY NEWELS P05T5 OR OTHER OBSTRUCTIONS CANYON TRAILS HAND RAIL HEI6HT,MEASURED ABOVE J_D. STAIR TREAD NOSING,OR FINISHED SUBDIVISION SURFACE,SHALL BE UNIFORM,NOT LE55 THAN 54"AND NOT MORE THAN 5&' NO. 5 HAND RAILS SHALL RETURN TO A WALL AT BOTH ENDS BLOCK 13 1-I/2"DIA.HANDRAIL ATTACHED 21 LOT 20 TO WALL BOTH SIDES OF STAIR 20 WITH 1-1/2'SPACE CLEAR BETh�N HANDRAIL AND FINISHED FADE OF 19 WALL 18 TWIN FALLS, PROVIDE HAND RAIL BOTH SIDES OF FSTRINOER COUNTY STAIR 17 16 PROJECT ADDRESS: s 418 EDGE OF WALL 1'_O• 14 PARK VIEW 13 12 METAL ORATE WITH HINOES FMAIN LEVEL LOOP LANDING 11 LANDING OVER FRESH AIR INTAKE BETWEEN FLOOR FIN15H FLOOR AREA VTELL FBAIT INSULATION (2)LAYERS 5/&'6YP5UM 015T5 10 BOARD AT UNDER SIDE I'MAXIMUM OF STAIR FRAMING DRAWING TITLE: 9 RI5ER HE16HT 8 o FINISH GRADE SECTIONS LANDING FUPPER RAMING ] LANDING FRAMING FL OR FRAMING PLAN 6 FLOOR FRAM N&PLAN o—tt' I � 2a:UPPER LEVEL L "><1e'BLOCK OUT lN NOTES 5 OAF AIR LI AT BOTTOM AREA i i FOUNDATION WALL FOR AND •� FRESH AIR INTAKE MIN WELL DETAILS 4 TREAD ORAWI_ (2)LAYERS 5/5"6YFWM 3 08 z 400 SPACE BOARD AT UNDER SIDE CONTRACTOR: OF STAIR FRAMING 2 "•�y° Quo MAIN LEVEL MAIN LEVEL FINISH FLOOR 1 FINISH FLOOR HI N W 0 J_ PARTIAL STAIR SECTION E PARTIAL STAIR SECTION +i SALE: 1/2"=1'-0' cs5 SALE. 1/2"=I' css FRESH AIR INTAKE AREA WELL SECTION e m 22"x 54"DRAWING 5CALE: 1/2"= I'-O" G55 F II"x IT'DRAWING SCALE: 1/4"= 1'-0" C� L D (n PROJECT ARCHITECT ARTWR/GN ARCHITECTS&ENGINEERS 635 SOUTH 100 EAST LOGAN,UTAH 84321 T435 753.2850 F435 753.2851 ©2024 CARTW RIGHT W W W.CARTW RIGHTENGINEERS.COM CITY APPROVED PLANS ..ex.mx mmvire,� PLANSRMUOOBSSITE SHEET NUMBER OALLRO CS5 DATE 12 DEC EMBER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING ELECTRICAL LEGEND (LEGEND IS GENERAL IN NATURE.NOT ALL OF THE SYMBOLS SHOWN ARE USED INTTHISPR03ECT.) ABBREVIATIONS & DESCRIPTIONS PROPERTY LOCATION: POWER LIGHTING(SEE LUMINAIRE SCHEDULE FOR EXACT REQUIREMENTS) CIRCUITING SYMBOLS FIRE ALARM A AMPERES J/JB JUNCTION BOX DUPLEX RCI OUTLET. +18"AFF LINO. AC ABOVE COUNTER;REFER TO ARCHITECTURAL ELEVATIONS KW KILOWATT ® SINGLE FACE EXIT SIGN.CEILING MOUNTED. CONDUIT STUBBED,CAPPED,AND 4 PULLSTATION.+48"AFF. FOR REQUIRED HEIGHT. KWH KILOWATT HOUR CANYON TRAILS DUPLEX RCI OUTLET. ABOVE COUNTER. MARKED WITH PULL CORD. AFF ABOVE FINISHED FLOOR M MAGNETIC CONTACTOR COIL DOUBLE FACE EXIT SIGN.CEILING MOUNTED. RG ABOVE FINISHED GRADE MIS MAIN BREAKER SUBDIVISION COTRL 1) SIMPLEX OUTLET.+18"ARE UNO. CONDUIT UP. F FIRE ALARM HORN.+80"AFF LINO. AF AMPERE RCI RC FAULT�CIRCUIT INTERRUPT MILO MAIN E MCC MOTOR GSSNONOLY CENTER NO. 5 SINGLE FACE DOT SIGN.WALL MOUNTED. CONDUIT DOWN. ��.1..(15 FIRE ALARM STROBE.+80"AFF TO BOTTOM OF AHJ AUTHORITY HAVING JURISDICTION MS MOTOR STARTER DUPLEX OUTLET.+18"AFF LINO. 'i' DEVICE,UNO.STROBE INTENSITY INDICATED. AT AMP TRIP MH MANHOLE —►X-;� HOMERU PANEL AND CIRCUIT AS AWG AMERICAN WIRE GAUGE MIN MICROWAVE BLOCK 73 DUPLEX OUTLET.MOUNTED ABOVE COUNTER LINO. DOUBLE FACE EXIT SIGN.WALL MOUNTED. INDICATEDD.. �15 FIRE ALARM HORN/STROBE.+80°AFF TO BOTTOM BIN BLANKET WARMER N NEUTRAL LOT 20 DUPLEX OUTLET.+18"AFF UNO WITH GROUND SINGLE FACE COMBO EXIT SIGN/EMERGENCY CIRCUIT CONCEALED IN COILING OR F OF DEVICE,UNO.STROBE INTENSITY INDICATED. C CONDUIT NC NORMALLY CLOSED FAULT INTERRUPTION PROTECTION. LUMINAIRE.WALL MOUNTED. WALL. 3/4°-2#12,1#12G UNO. CB CIRCUIT BREAKER NCL NON CRITICAL LOAD ARROW INDICATES DIRECTION TO BE SHOWN ON --- F FIRE ALRM BELL.+80"AFF UNO. CC CRASH CART NEC NATIONAL ELECTRICAL CODE DUPLEX OUTLET.MOUNTED ABOVE COUNTER LINO CIRCUIT CONCEALED IN FLOOR OR CKT CIRCUIT NIC NOT IN CONTRACT TWIN FALLS, WITH GROUND FAULT INTERRUPTION PROTECTION. SIGN. UNDERGROUND.3/4"-2#12,112G � CL CRITICAL LOAD NO NORMALLY OPEN COUNTY [� LIGHT FIXTURE. LINO. v' V DUAL FIRE ALARM HORN.+80"AFF LINO. CM CEILING MOUNTED TUTS NOT TO SCALE HALF-SWITCHED DUPLEX OUTLET.+18°AFF LINO. CO CONDUIT ONLY,PROVIDE PULL-LINE OL OVERLOAD (1)RECEPTACLE IS TO BE CONTROLLED BY A LOCAL LIGHT FIXTURE. GROUNDING -015 FIRE ALARM STROBE.CEILING MOUNTED. D MECHANICAL DUCT-MOUNTED DEVICE OS OCCUPANCY SENSOR PROJECT ADDRESS: SWITCH/SENSOR AND BE MARKED WITH A PERMANENT CONDUCTOR }r� STROBE INTENSITY INDICATED. DC DIRECT CURRENT OFCI OWNER FURNISHED CONTRACTOR INSTALLED DET DETAIL P PHOTO POWER SYMBOL THE OTHER RECEPTACLE SHALL BE X"-X/X,X/XG SIZE }�{15 FIRE ALARM HORN STROBE.CEILING MOUNTED. E EMERGENCY/CRITICAL CARE PC PHOTOCELL 418 UNCONTROLLED(UNSWITCHED)AND UNMARKED. LIGHT FIXTURE. )i STROBE INTENSITY INDICATED. (E) EXISTING PVC POLYVINYL CHLORIDE PARK VIEW DUPLEX OUTLET WITH INTEGRATED USB SUSPENDED LIGHT FIXTURE. FIRE ALARM CHIME RACEWAY SIZE CONDUCTOR SIZE CHIME/STROBE. EF EXHAUST FAN RCPT RECEPTACLE o TO BOTTOM CHARGING OUTLETS.+18"ARE LINO. CONDUCTOR QUANTITY O OF DEVICE,LINO.STROBE INTENSITY TY INDICATED. EL EMERGENCY LIGHT (R) RELOCATED LOOP C=29=3 WALL MOUNTED FIXTURE. EWC ELECTRIC WATER COOLER (RE) REPLACED DUPLEX ISOLATED GROUND OUTLET.+18"AFF UNO. ]h: FIRE ALARM CHIME/STROBE.CEIUNG MOUNTED. EWH ELECTRIC WATER HEATER REF REFRIGERATOR y J=rt' STROBE INTENSITY INDICATED. F FUSE SER SERVICE ENTRANCE RATED a DUPLEX ISOLATED GROUND OUTLET.MOUNTED Q WALL SCONCE FIXTURE. ONE LINE FACP FIRE ALARM CONTROL PANEL SPST SINGLE POLE SINGLE THROW TONAL ABOVE COUNTER UNO. WALL PACK FIXTURE. SD SMOKE DETECTOR.CEILING MOUNTED UNO. G GND FULLGROU VOLTAGE NON-REVERSING TTC TIME CLOCKDR TIME DELAY RELAY O��SS\O AL e i ,IR HD HEAT DETECTOR.CEILING MOUNTED UNO. / v F y DUPLEX 20A OUTLET.+18"AFF LINO. GR GROUND FAULT INTERRUPTION TJB TERMINAL JUNCTION BOX ae Fp e UNDERCABINET MOUNTED FIXTURE. BRANCH ADDRESSABLE SMOKE DETECTOR.CEIUNG GFP GROUND FAULT PROTECTION TSP TWISTED SHIELDED PAIR DUPLEX 20A OUTLET.MOUNTED ABOVE COUNTER UNO. PANEL BRANCH PANEL ® H HEAT TTB TELEPHONE TERMINAL BOARD 276� vw, TRACKUGHT. amw MOUNTED LINO. HH HANDHOLE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER SINGLE 20A OUTLET.+18"ARE LINO. ADDRESSABLE HEAT DETECTOR.CEILING HID HIGH INTENSITY DISCHARGE TYP TYPICAL lF NpQ' O PENDANT LIGHT FIXTURE. 0 MOUNTED UNO. HOA HAND OFF AUTO UH UNIT HEATER Cy OF FOURPLEX OUTLET.+18"ARE UNO. I HP HOUSE PHONE LINO UNLESS NOTED OTHERWISE AS W.OC ROUND DECORATIVE UGHT FIXTURE.SURFACE ® HVAC DUCT SMOKE DETECTOR. W FOURPLEX OUTLET.MOUNTED ABOVE COUNTER LINO. �? CIRCUIT BREAKER.SIZE AND TYPE AS HVAC HEATING,VENTILATING,&AIR CONDITIONING V VOLT 12/13/24 IO NIZATION VA VOLT AMPERE I SPECIFIED. ® END OF LINE RESISTOR. D N-DUCT WG PROVIDE PROTECTIVE WIRE GUARD FOURPLEX ISOLATED GROUND OUTLET.+18"AFF UNO. 0 RECESSED LIGHT FIXTURE. FLOW SWITCH. C INTERRUPTING CAPACITY WP WEATHER PROOF/NEMA 3R CONTRACTOR: 0 I FOURPLEX ISOLATED GROUND OUTLET.MOUNTED ^ IG ISOLATED GROUND XFMR TRANSFORMER G RECESSED WALL WASH LIGHT FIXTURE. CIRCUIT BREAKER.FRAME SIZE(AR) Q TAMPER SWITCH. NT NTERCOM ABOVE COUNTER UNO. 11 30AF AND TRIP PLUG/RATING(AT),3 POLE, II^^ FOURPLEX CONVENIENCE OUTLET,+18"AFF UNO. 0 PORCELAIN LAMP HOLDER. I 30AT UNO. PS PRESSURE SWITCH. VI (1)DUPLEX IS TO BE CONTROLLED BY A LOCAL WALL MOUNTED PORCELAIN LAMP HOLDER. I PN POST INDICATOR VALVE. SHEET INDEX SWITCH/SENSOR AND BE MARKED WITH A PERMANENT 1 POWER SYMBOL.THE OTHER DUPLEX SHALL BE 5A FUSE.SIZE AND TYPE R SPECIFIED, DH ELECTROMAGNETIC DOOR HOLDER. E0.0 ELECTRICAL COVER SHEET W UNCONTROLLED(UNSWITCHED)AND UNMARKED. CEILING FAN. PROVIDE FUSE FOR EACH POLE,3 E0.1 ELECTR CAL SPECIFICATIONS POLE,UNO. DM FIRE/SMOKE DAMPER. E1.0 ELECTRICAL SITE PLAN SPECIAL PURPOSE OUTLET.VERIFY SIZE AND TYPE CEILING FAN WITH LIGHT KIT. i OF LED INDICATOR LIGHT. E1.1 ELECTRICAL SITE PHOTOMETRICS J WITH EQUIPMENT SUPPLIER. 30A INTERRUPTER SWITCH.SIZE AS E2.0 FIRST FLOOR POWER PLAN INDICATED,3 POLE,UNO. OF LED INDICATOR LIGHT WITH TEST SWITCH. E2.1 SECOND FLOOR POWER PLAN 1 ® CONNECTION POINT TO EQUIPMENT SPECIFIED, .-0 POLE LIGHT 1 HEAD ROUND WITH POLE. T E2.2 FIRST FLOOR UGHTING PLAN J FURNISHED AND INSTALLED UNDER OTHER SECTIONS. E3.0 ELECTRICAL SCHEDULES AND DETAILS ELECTRICAL CONTRACTOR TO SUPPLY RACEWAY, 0-0 POLE LIGHT 2 HEAD ROUND WITH POLE. I CONDUCTORS AND MAKE FINAL CONNECTION TO + MISCE I ANSM EQUIPMENT UNDER THIS SECTION,UNO. .-❑ POLE LIGHT 1 HEAD SQUARE WITH POLE. FUSED SWITCH.SWITCH SIZE(AS)& 30AF FUSE SIZE(AF)AS INDICATED,3 POLE, Oj JUNCTION BOX. ® DUPLEX OUTLET.FLUSH,FLOOR MOUNTED. ❑-0 POLE LIGHT 2 HEAD SQUARE WITH POLE. UNO. ® DUPLEX SWITCHED OUTLET.FLUSH,FLOOR MOUNTED. Q JUNCTION BOX,WALL MOUNTED. BOLLARD LIGHT. T X THERMOSTAT.COORDINATE MOUNTING HEIGHT WITH DUPLEX ISOLATED GROUND OUTLET.FLUSH,FLOOR 4 MECHANICAL.UNIT CONTROLLED INDICATED. MOUNTED. ® DRAW OUT CIRCUIT BREAKER FRAME X HUMIDISTAT.COORDINATE MOUNTING HEIGHT WITH D DECORATIVE POST-TOP LIGHT. (AR)SIZE AND TRIP PLUG RATING(AT), Q MECHANICAL.UNIT CONTROLLED INDICATED. GENERAL ELECTRICAL NOTES Vl ® FOURPLEX OUTLET.FLUSH,FLOOR MOUNTED. 3 POLE,UNO. SPECIAL PURPOSE OUTLET.FLUSH,FLOOR MOUNTED. `Q SPOT/FLOOD LIGHT. SURFACE MOUNTED PRELBORD/ENCLOSURE.SEE (RE:ALL ELECTRICAL SHEETS) SCHEDULE FOR TYPE. PROJECT ARCHITECT FLUSH MOUNTED PANELBORD/ENCLOSURE.SEE 1. ALL ELECTRICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL TRIP WIREMOLD OUTLET. EMERGENCY EGRESS LIGHT.WALL MOUNTED. IND BREAKER FRAME SIZE i CODE,INTERNATIONAL FIRE CODE,AND ALL OTHER STATE AND LOCAL CODES. CONTRACTOR SHALL IMMEDIATELY AND TRIP PLUG RATING(AT),,NEMA 1 SCHEDULE FOR TYPE. NOTIFY ENGINEER IN WRITING IF PORTIONS OF THE DESIGN SET OR FIELD CONDITIONS DO NOT MEET REQUIRED ARTWR/GNT M MOTOR CONNECTION.RE:MECHARCIAL EQUIPMENT C@Q EMERGENCY EGRESS LIGHT.CEILING MOUNTED. LINO,3 POLE LINO. MECHANICAL EQUIPMENT SYMBOL(RE:MECHANICAL CODES. SCHEDULE ARCHITECTS&ENGINEERS DRAWINGS FOR EXACT LOCATION OF UNITS). 2. PROVIDE FIRESTOPPING FOR ALL FLOOR,CEILING AND FIREWALL PENETRATIONS FROM ELECTRICAL FIXTURE,DEVICE, POWERPOLE-DUAL CHANNEL. RACEWAY,AND CABLE PENETRATIONS. SEE ARCHITECTURAL DRAWINGS FOR FIREWALL ASSEMBLY LOCATIONS. 635 SOUTH 100 EAST SWITCHES OM METER. INDICATES FIXTURE TYPE. REFER TO LUMINRE LOGAN,UTAH 84321 PAD MOUNT TRANSFORMER. ® SCHEDULE. 3. FIRE ALARM SYSTEM IS DESIGN BUILD BY ELECTRICAL CONTRACTOR AND SHALL BE INSTALLED IN ACCORDANCE WITH 1435753,2850 O F435 753.2851 S/ SWITCH.TYPE AS INDICATED.+46"AFF,UNO. O AMMETER. NFPA 72 AND ALL OTHER STATE AND LOCAL CODES.PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FOR ALL FIRE ALARM DEVICES REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION,INCLUDING BUT NOT LIMITED TO HVAC © .CRR RI GHT 2 DOUBLE POLE WWWGHTENGINEERS.COM 3 3-WAY O VOLTMETER. SHUTDOWN,FIRE ALARM CONTROL PANEL,INITIATING AND ANNUNCIATING CIRCUITS.FIELD INSPECTION IS REQUIRED TO 4 4-WAY VERIFY THIS INFORMATION PRIOR TO BID. D DIMMER ❑K KIRK KEY LOCK. HP HORSEPOWER RATED 4. PROVIDE AND INSTALL 3/4-CO TO ACCESSIBLE LOCATION ABOVE SUSPENDED CEIUNG,UNLESS NOTED OTHERWISE FOR K KEYED GFP GROUND FAULT PROTECTION. DATA,TELEPHONE AND TELEVISION DEVICES.DATA,TELEPHONE AND TELEVISION CABLING ARE NOT PROVIDED UNDER LV LOW VOLTAGE THIS CONTRACT. M MOMENTARY CONTACT TV5S TRANSIENT VOLTAGE SURGE SUPRESSION. MM MANUAL MOTOR STARTER 5. EMERGENCY LIGHTING SYMBOLS ARE SHADED ON THE LIGHTING PLANS.EMERGENCY SOURCE SHALL BE BATTERY OS OCCUPANCY SENSOR SHUNT TRIP COIL. BACKED BALLAST WITH MINIMUM 1400 LUMEN OUTPUT FOR A 90 MINUTE PERIOD,UNLESS NOTED OTHERWISE. P PILOT UGHT PROVIDE UNSWITCHED CONDUCTORS FOR CHARGING CIRCUIT AS REQUIRED. T TIMER KWH KILOWATT HOUR METER. TO THERMAL OVERLOAD 6. DESIGN OF ELECTRICAL REQUIREMENTS,FOR MECHANICAL EQUIPMENT,IS BRED ON MECHANICAL EQUIPMENT COMMUNICATIONS V VOLUME CONTROL KVAR KILOVAR DEMAND METER. SPECIFIED.MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR IF EQUIPMENT PURCHASED IS 3[ TELEPHONE OUTLET,FOUR-SQUARE DEEP TYPE BOX VS VACANCY SENSOR DIFFERENT FROM THAT SPECIFIED STILL MEETS DESIGN INTENT,INCLUDING BUT NOT UMITED TO OVERCURRENT WITH SINGLE GANG MUDRING.LOCATED AT 18"AFF LINO. a SUPERSCRIPT INDICATES LIGHTS TO BE TEST TEST BLOCK. PROTECTION,LOCAL DISCONNECTING MEANS,WIRE SIZING AND DESIGN COSTS. SWITCHED TOGETHER * TELEPHONE OUTLET,FOUR-SQUARE DEEP TYPE BOX 7. DENTAL AND MEDICAL DRAWINGS WERE NOT AVAILABLE AT THE TIME OF DESIGN.CONTRACTOR SHALL COORDINATE ALL WITH SINGLE GANG MUDRING.LOCATED ABOVE COUNTER MULTI-LEVEL SWITCHING,TO MEET LIGHT OVERHEAD SERVICE DROP. FINAL ELECTRICAL CONNECTIONS WITH EQUIPMENT DRAWINGS WHEN MADE AVAILABLE. UNO. REDUCTION LEVELS PER ENERGY CODE AS L OR Y TELEPHONE/DATA OUTLET,FOUR-SQUARE DEEP TYPE DIMMING PBALLASTS ROVIDE WHEITIO RE REQUIRED.STEP- I GENERATOR SET.MAIN BREAKER SIZE MOUNTING HEIGHTS DETAIL BOX WITH SINGLE GANG MUDRING.LOCATED AT+18" INDICATED. ARE UNO. ® OCCUPANCY SENSOR.CEILING MOUNTED. SZ DATA OUTLET,FOUR-SQUARE DEEP TYPE BOX WITH TRANSFER SWITCH, F�NFpNFF� SINGLE GANG MUDRING.LOCATED AT 18"AFF UNO. 4 PHOTOCELL.WALL MOUNTED. T T GUTTER. !E DATA OUTLET,FOUR-SQUARE DEEP TYPE BOX WITH OP PHOTOCELL.CEILING MOUNTED. SINGLE GANG MUDRING.LOCATED ABOVE COUNTER ^ METER AND BASE. UNO. TIMECLOCK.WALL MOUNTED. TELEPHONE OUTLET.FLUSH,FLOOR MOUNTED. ]C NEl1TRA1 NEUTRAL. I®zj E'❑-' Q SINGLE BUTTON,WALL MOUNTED PUSHBUTTON. PANEL F a LU TELEPHONE/DATA OUTLET.FLUSH,FLOOR MOUNTED. MOUNT AT SWITCH HEIGHT LINO. 90" LU THREE BUTTON,WALL MOUNTED PUSHBUTTON. TRANSFORMER N S/IQ Qp DATA OUTLET.FLUSH,FLOOR MOUNTED. °O° r 78" N MOUNT AT SWITCH HEIGHT LINO. 0S SPEAKER.CEILING MOUNTED WITH BACKBOX. ® MOTOR STARTER/CONTACTOR. 4 SPEAKER.WALL MOUNTED WITH BACKBOX+80"UNO. 7 56 LU TELEVISION OUTLET,SINGLE-GANG BOX WITH MUDRING. OJ COMBINATION STARTER AND DISCONNECT. 46" +18"AFF LINO. cpX NON-FUSED DISCNECT SWITCH.SIZE INDICATED,NEMA01NUNO,3 POLE UNO.AS I®I�I M 14� V ® TELEVISION OUTLET,SINGLE-GANG BOX WITH MUDRING. 18" J CEILING MOUNTED. aX FUSED DISCONNECT SWITCH.SIZE AS INDICATED, Q ❑0 TELEVISION OUTLET.FLUSH,FLOOR MOUNTED. NEMA 1 UNO,3 POLE UNO. FINISH FLOOR V LU J LU CITY APPROVED PLANS -� SHEET NUMBER PLANS MUST BE BE ON JOB SITE FOR ALL INSPECTIONS SITE EO.O DC ENGINEERING DATE Careful listening.Dynamic solutions. wwd—gii—ing-t 24 SEP7E4MBER 208,288.2181 Projed:24SU01 2024 Page 24 of 62 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING ELECTRICAL SPECIFICATIONS PART 1 - GENERAL B. FOR WIRE SIZES#6 AWG AND LARGER:T&B OR EQUIVALENT COMPRESSION TYPE WITH 3M#33+OR PLYMOUTH "SLIPKNOT GREY"TAPE INSULATION. K. CONNECT MOTORS AND EQUIPMENT SUBJECT TO VIBRATION,NOISE TRANSMISSION,OR MOVEMENT WITH A MAXIMUM 1.1 SCOPE OF WORK OF 72-INCH FLEXIBLE CONDUIT. INSTALL LFMC IN WET OR DAMP LOCATIONS. INSTALL A SEPARATE GROUND 2.6 PANELBOARD CONDUCTOR ACROSS FLEXIBLE CONNECTIONS. FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL LABOR REQUIRED AND NECESSARY TO PROPERTY LOCATION: COMPLETE THE WORK SHOWN ON THE DRAWINGS AND ALL OTHER WORK AND MISCELLANEOUS ITEMS,NOT SPECIFICALLY L. SET FLOOR BOXES LEVEL AND TRIM AFTER INSTALLATION TO FIT FLUSH TO FINISHED FLOOR SURFACE. MENTIONED,BUT REASONABLY INFERRED FOR A COMPLETE INSTALLATION,INCLUDING ALL ACCESSORIES AND PANELBOARDS SHALL BE AS MANUFACTURED BY SQUARE D,GENERAL ELECTRIC,SIEMENS,OR CUTLER HAMMER.PROVIDE APPURTENANCES REQUIRED FOR TESTING THE SYSTEM.IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS THAT PANELBOARDS AS INDICATED ON SCHEDULES,WITH THE FOLLOWING FEATURES:HARD-DRAWN COPPER BUS(98 PERCENT M. CONDUCTORS:TYPE THHN/THWN INSULATED CONDUCTORS IN RACEWAY. ALL SYSTEMS BE COMPLETE AND READY FOR OPERATION.THIS PROJECT INCLUDES ELECTRICAL SERVICE,GENERAL CONDUCTIVITY)OR UPON APPROVAL ALUMINUM BUS,MECHANICAL-TYPE MAIN AND NEUTRAL LUGS,NEUTRAL BUS RATED CANYON TRAILS POWER,LIGHTING,AND COMMUNICATIONS SYSTEM RACEWAY.FIRE ALARM SYSTEM IS TO BE DESIGN/BUILD BY ELECTRICAL 100 PERCENT OF PHASE BUS,GROUND BUS BONDED TO ENCLOSURE,DOLT-ON MOLDED-CASE THERMAL-MAGNETIC ER N. INSTALL SPLICES AND TAPS THAT ARE COMPATIBLE WITH CONDUCTORMATERIAL AND THAT POSSESS EQUIVALENT OR SUBDIVISION CONTRACTOR.COMMUNICATIONS SYSTEM CABLING AND HEAD-END EQUIPMENT IS BY OWNER. BETTER MECHANICAL STRENGTH AND INSULATION RATINGS THAN ATE CONDUCTORS. 1.2 CODE COMPLIANCE 2.7 SWITCHBOARD NO. 5 0. INSTALL WIRING AT OUTLETS WITH AT LEAST 12 INCHES OF SLACK CONDUCTOR AT EACH OUTLET. SWITCHBOARD SHALL BE AS MANUFACTURED BY SQUARE D,CUTLER HAMMER,GE OR SIEMENS,NO SUBSTITUTIONS. BLOCK 13 ALL WORK AND MATERIALS SHALL COMPLY WITH LATEST RULES,CODES AND REGULATIONS,INCLUDING,BUT NOT LIMITED SWITCHBOARD OF SUITABLE VOLTAGE AND AMPERAGE RATINGS SHALL BE LOCATED IN A DEDICATED ELECTRICAL ROOM. P. CONNECT OUTLET AND COMPONENT CONNECTIONS TO WIRING SYSTEMS AND TO GROUND. TIGHTEN ELECTRICAL LOT 20 TO OSHA,THE NATIONAL ELECTRICAL CODE,INTERNATIONAL BUILDING AND FIRE CODES,NFPA,AND OTHER APPLICABLE SWITCHBOARDS SHALL BE FRONT ACCESSIBLE ONLY.THE SWITCHBOARD SHALL HAVE GROUND FAULT PROTECTION ON CONNECTORS AND TERMINALS,ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE-TIGHTENING VALUES. IF STATE AND LOCAL LAWS AND REGULATIONS.CODE COMPLIANCE IS MANDATORY.NOTHING IN THESE DRAWINGS AND THE MAIN SWITCH(FOR SERVICES 150V OR GREATER LINE TO GROUND),FEEDERS TO THE KITCHEN AND POOL PANELS, MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED,USE THOSE SPECIFIED IN UL 486A SPECIFICATIONS PERMITS WORK NOT CONFORMING TO THESE CODES.WHERE WORK IS SHOWN TO EXCEED MINIMUM AND ALL FEEDERS 1000A(150V OR GREATER LINE TO GROUND)AND LARGER.PROVIDE TIN-PLATED ALUMINUM BUS. CODE REQUIREMENTS,COMPLY WITH DRAWINGS AND SPECIFICATIONS. HORIZONTAL BUS SHALL NOT BE REDUCED.MAIN DEVICES SHALL BE INDIVIDUALLY MOUNTED;DEVICES IN THE 3.5 IDENTIFICATION TWIN FALLS, 1.3 LICENSE. FEES AND PERMITS DISTRIBUTION SECTION SHALL BE GROUP MOUNTED.PROVIDE C.T.METERING COMPARTMENT AS COORDINATED WITH LOCAL COUNTY UTILITY.FEEDER DEVICES SHALL BE MOLDED CASE CIRCUIT BREAKERS.FIVE(5%)SPARE CAPACITY WILL BE PROVIDED WITH SPACE FOR CORRESPONDING DEVICES.LIGHTNING ARRESTORS AND SURGE SUPPRESSION CAPACITORS SHALL BE A PROVIDE ENGRAVED 3 LAYER LAMINATE PLASTIC NAMEPLATES FOR PANELBOARDS,DISCONNECT SWITCHES AND ALL ARRANGE FOR REQUIRED INSPECTIONS AND PAY ALL LICENSE,PERMIT AND INSPECTION FEES. INSTALLED IN EACH SERVICE.AN AMMETER,VOLTMETER AND WAIF-HOUR DEMAND METER WILL BE PROVIDED FOR EACH SIMILAR DEVICES. PROJECT ADDRESS: SERVICE.PULSE INITIATION TO THE EMS HOST COMPUTER WILL BE PROVIDED. 1.4 CONDITIONS AT SITE B COLOR-CODE 208Y/120-VOLT SYSTEM SECONDARY SERVICE,FEEDER,AND BRANCH-CIRCUIT CONDUCTORS 418 B.RACEWAYS THROUGHOUT THE SECONDARY ELECTRICAL SYSTEM AS FOLLOWS: PARK VIEW VISIT 70 SITE IS REQUIRED OF ALL BIDDERS PRIOR TO SUBMISSION OF BID.ALL WILL BE HELD TO HAVE FAMILIARIZED THEMSELVES WITH ALL DISCERNIBLE CONDITIONS AND NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED A. OUTDOORS: 1. PHASE A:BLACK LOOP BECAUSE OF THESE CONDITIONS,WHETHER SPECIFICALLY MENTIONED OR NOT.LINES OF OTHER SERVICES THAT ARE EXPOSED:RIGID STEEL OR INTERMEDIATE METAL CONDUIT 2. PHASE B:RED DAMAGED AS A RESULT OF THIS WORK SHALL PROMPTLY BE REPAIRED AT NO EXPENSE TO THE OWNER TO COMPLETE CONCEALED:RIGID STEEL OR INTERMEDIATE METAL CONDUIT 3. PHASE C:BLUE SATISFACTION OF THE OWNER. UNDERGROUND:RIGID NON-METALLIC CONDUIT 4. NEUTRAL:WHITE TO VIBRATING EQUIPMENT:LIQUID-TIGHT FLEXIBLE METAL CONDUIT 1.5 SAFETY B. 5. GROUND:GREEN S\ONAL P EXPOSED:ELECTRICAL METALLIC TUBING,RIGID STEEL CONDUIT,PVC-COATED RIGID STEEL CONDUIT oF�s�GENSF. ''iy THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE,INCLUDING 3.6 STARTUP SERVICES e o Fm SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. CONCEALED:ELECTRIC METALLIC TUBING,METAL CLAD a 1Z76� s DAMP OR WET LOCATIONS:RIGID STEEL CONDUIT CONTRACTOR SHALL ALLOT A MINIMUM OF 2 HOURS FOR STARTUP SERVICES. START AND OPERATE ALL SYSTEMS AS 1.6 GUARANTEE TO VIBRATING EQUIPMENT:FLEXIBLE MEAL CONDUIT REQUIRED BY THE OWNER. INSTRUCT OWNER'S REPRESENTATIVE ON THE PROPER OPERATION AND MAINTENANCE OF lF AOP� GUARANTEE THE INSTALLATION FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR PART 3 - EXECUTION THE SYSTEMS AND EQUIPMENT. OF C J AFTER DATE OF CERTIFICATE OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS 3.7 OPERATING AND MAINTENANCE INSTRUCTIONS (O+M MANUAL) yOL As w PERIOD,WITHOUT CHARGE. 3.1 - GENERAL E 12/13/24 1.7 SUBSTITUTIONS PREPARE THREE(3)COPIES FOR ALL EQUIPMENT. CONTRACTOR: A. ELECTRIC SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC,BUT SHALL BE FOLLOWED WHEREVER POSSIBLE,MORE THAN ONE MANUFACTURER HAS BEEN LISTED FOR VARIOUS ITEMS OF EQUIPMENT,ANY ONE AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. OF WHICH WILL BE ACCEPTABLE.BASE THE BID ON USE OF MATERIALS SPECIFIED.IF,AFTER AWARD OF THE CONTRACT, 3.8 RECORD AS QUILTS I^ A SUBSTITUTE IS PROPOSED,THE REQUEST FOR PERMISSION TO SUBSTITUTE SHALL BE ACCOMPANIED WITH A B. CONSULT ALL OTHER DRAWINGS.VERIFY SCALES AND REPORT ANY DIMENSIONAL DISCREPANCIES OR OTHER V STATEMENT OF THE AMOUNT OF MONEY TO BE RETURNED TO THE CONTRACT IF THE SUBSTITUTION IS PERMITTED.THE CONFLICTS TO ARCHITECT BEFORE SUBMITTING BID. PROVIDE(1)CLEAN,LEGIBLE COPY OF DRAWINGS TO ENGINEER INDICATING ALL DEVIATIONS FROM INITIAL DESIGN //yy ENGINEER IS THE SOLE JUDGE OF ACCEPTABILITY OF PROPOSED SUBSTITUTIONS,IF A SUBSTITUTE ITEM IS PERMITTED, (AS-BUILT CONDITIONS). LL AND ANY REDESIGN EFFORT IS THEREBY NECESSITATED,THE REQUIRED REDESIGN SHALL BE AT THE CONTRACTOR'S C. ALL HOME RUNS ARE INDICATED AS STARTING FROM THE DEVICE NEAREST THE PANEL AND CONTINUING IN THE EXPENSE. GENERAL DIRECTION OF THAT PANEL CONTINUE SUCH CIRCUITS TO THE PANEL AS THOUGH THE ROUTES WERE W 1.8 SHOP DRAWINGS AND MATERIALS LISTS COMPLETELY INDICATED. Q1 D. AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE OR STRUCTURAL MEMBERS WHEREVER POSSIBLE.OBTAIN J SUBMIT ELECTRONIC COPIES OF COMPLETE SHOP DRAWINGS AND MATERIALS LISTS(SUBMITTAL PACKAGES)FOR REVIEW PRIOR APPROVAL OF ARCHITECT AND CONFORM TO ALL STRUCTURAL REQUIREMENTS WHEN CUTTING OR BORING THE WITHIN(30)THIRTY DAYS AFTER AWARD OF CONTRACT. EACH SECTION WITHIN A SUBMITTAL PACKAGE MUST BE STRUCTURE IS NECESSARY AND PERMITTED. CLEARLY IDENTIFIED AND ANY DEVIATIONS FROM SPECIFICATIONS MUST BE CLEARLY IDENTIFIED WITHIN THE SECTION m UNDER A PROMINENT HEADING MARKED"DEVIATIONS'. 3.2 - ELECTRICAL GROUNDING B++ 1.9 WORKMANSHIP F GROUND ALL ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC.IN ADDITION PROVIDE A SEPARATE GROUND WIRE FOR ONLY QUALITY WORKMANSHIP WILL BE ACCEPTED.HAPHAZARD OR POOR INSTALLATION PRACTICE WILL BE CAUSE FOR ALL FEEDERS AND BRANCH CIRCUITS. REJECTION OF WORK. NOTE:TRANSFORMERS HAVE A SEPARATELY DERIVED GROUND. 1.10 COORDINATION 3.3 - ELECTRICAL EQUIPMENT INSTALLATION COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH-IN AND CONNECTION D FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRE ELECTRICAL CONNECTIONS.VERIFY EQUIPMENT A. HEAD ROOM MAINTENANCE:IF MOUNTING HEIGHTS OR OTHER LOCATION CRITERIA ARE NOT INDICATED,ARRANGE AND /^ DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION.CHECK ACTUAL JOB CONDITIONS INSTALL COMPONENTS AND EQUIPMENT TO PROVIDE THE MAXIMUM POSSIBLE HEADROOM. VI BEFORE FABRICATING WORK.REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. B. MATERIALS AND COMPONENTS: INSTALL LEVEL,PLUMB,AND PARALLEL AND PERPENDICULAR TO OTHER BUILDING PROJECT ARCHITECT 1.11 CUTTING AND PATCHING SYSTEMS AND COMPONENTS,UNLESS OTHERWISE INDICATED.ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION IS INCLUDED HEREIN.COORDINATION WITH GENERAL C. EQUIPMENT: INSTALL TO TO FACILITATE SERVICE,MAINTENANCE,AND REPAIR OR REPLACEMENT OF COMPONENTS. RTWRIGHT CONTRACTOR AND OTHER TRADES IS IMPERATIVE. CONNECT FOR EASE OF DISCONNECTING,WITH MINIMUM INTERFERENCE WITH OTHER INSTALLATIONS. ARCHITECTS&ENGINEERS 1.12 SITE CLEANUP D. RIGHT OF WAY: COORDINATE INSTALLATION OF ELECTRICAL DEVICES WITH OTHER TRADES. 635 SOUTH 100 EAST LOGAN,UTAH 84321 A. AFTER ALL OTHER WORK HAS BEEN ACCOMPLISHED,CLEAN ALL EXPOSED CONDUIT,FIXTURES,EQUIPMENT AND 3.4 - RACEWAY AND CABLE INSTALLATION 1435753,2850 SUPPORTS. TOUCH UP PAINT ON ANY EQUIPMENT SCRAPED,SCRATCHED OR DAMAGED DURING CONSTRUCTION. F435753.2851 ©2024 CARPNRIGHT B. LEAVE ALL AREAS INVOLVING ELECTRICAL WORK IN A CONDITION SATISFACTORY TO THE OWNER. REMOVE ALL A. ABOVE GRADE:RIGID STEEL OR IMC IN WET LOCATIONS,WHERE SUBJECT TO MECHANICAL DAMAGE AND IN WWW.CART RIGHTENGINEERS.COM CRATES,CARDBOARD,PACKING MATERIAL,WASTE MATERIAL,AND OTHER DEBRIS LEFT OVER FROM CONSTRUCTION. CONCRETE OR BLOCK WALLS,EMT IN OTHER LOCATIONS WHERE PERMITTED BY CODE.METAL CLAD WHERE ALLOWED BY LOCAL AUTHORITY HAVING JURISDICTION. PART 2 - PRODUCTS D. CONCEAL RACEWAYS AND CABLES WITHIN FINISHED WALLS,CEILINGS,AND FLOORS,UNLESS OTHERWISE INDICATED. 2.1 MATERIAL APPROVAL C. INSTALL RACEWAYS AND CABLES AT LEAST SIX(6)INCHES AWAY FROM PARALLEL RUNS OF FLUES AND STEAM OR ALL MATERIALS MUST BE NEW AND BEAR U.L LABEL.MATERIALS THAT ARE NOT COVERED BY UL TESTING STANDARDS HOT-WATER PIPES. LOCATE HORIZONTAL RACEWAY RUNS ABOVE WATER AND STEAM PIPING. SHALL BE TESTED AND APPROVED BY AN INDEPENDENT TESTING LABORATORY OF A GOVERNMENTAL AGENCY APPROVED BY THE AUTHORITY HAVING JURISDICTION. D. USE TEMPORARY RACEWAY CAPS TO PREVENT FOREIGN MATTER FROM ENTERING. 2.2 WIRES AND CABLES E. MAKE CONDUIT BENDS AND OFFSETS SO INSIDE DIAMETER IS NOT REDUCED. KEEP LEGS OF BENDS IN THE SAME PLANE AND STRAIGHT LEGS OFFSETS PARALLEL,UNLESS OTHERWISE INDICATED. A. CONDUCTORS FOR 600V SYSTEMS AND BELOW SHALL BE:SOLID COPPER FOR CONDUCTORS#10AWG AND SMALLER, CONDUCTORS LARGER THAN#10AWG SHALL BE STRANDED COPPER,ALUMINUM CONDUCTORS WITH EQUIVALENT F. USE RACEWAY FITTINGS AND CABLE FITTINGS COMPATIBLE WITH RACEWAYS AND CABLES AND SUITABLE FOR THIS AAPACITY AS COPPER CONDUCTORS INDICATED ON DESIGN DRAWINGS ARE ACCEPTABLE. APPLICATION AND LOCATION. B. INSULATION SHALL BE THWN FOR WET LOCATIONS AND THHN FOR DRY LOCATIONS. G. INSTALL RACEWAYS EMBEDDED IN SLABS IN MIDDLE THIRD OF SLAB THICKNESS WHERE PRACTICAL,AND LEAVE AT LEAST 1-INCH OF CONCRETE COVER. 2.3 OUTLET BOXES, JUNCTION AND PULL BOXES 1. SECURE RACEWAYS TO REINFORCING RODS TO PREVENT SAGGING OR SHIPPING DURING CONCRETE OUTLET BOXES:HOT-DIPPED,GALVANIZED OR SHERADIZED.SIZE AS REQUIRED WITH 4°SQUARE MINIMUM,FOR FLUSH PLACEMENT. MOUNTED DEVICES AND LIGHTING FIXTURES. 2. SPACE RACEWAYS LATERALLY TO PREVENT VOIDS IN CONCRETE. C. JUNCTION AND PULL BOXES:HOT DIPPED,GALVANIZED OR SHERADIZIED,SIZED ACCORDING TO CODE.LARGER JUNCTION AND PULL BOXES SHALL BE FABRICATED FROM SHEEP STEEL,SIZED ACCORDING TO CODE,WITH 3. INSTALL CONDUIT LARGER THAN 1-INCH TRADE SIZE PARALLEL TO OR AT RIGHT ANGLES TO MAIN SCREW-ON COVERS,FINISHED GRAY BARED ENAMEL REINFORCEMENT. WHERE CONDUIT IS AT RIGHT ANGLES TO REINFORCEMENT,PLACE CONDUIT CLOSE TO SLAB SUPPORT. N *-PLASTIC OUTLET BOXES MAY BE UTILIZED WHERE NM CABLE IS APPROVED PER SECTION 2.8(8)BELOW.** Z 2.4 WIRING DEVICES 4. TRANSITION FROM NONMEFALUC TUBING TO RIGID STEEL CONDUIT,OR IMC BEFORE RISING ABOVE FLOOR. C H. MAKE EXPOSED BENDS IOR BANKED RUNS FROM SAME CENTERLINE IN ORDER THAT BENDS ARE PARALLEL. USE ~ A. ALL WIRING DEVICES OF ANY ONE GENERAL TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL MATCH FACTORY ELBOWS ONLY WHERE ELBOWS CAN BE INSTALLED PARALLEL;OTHERWISE,PROVIDE FIELD BENDS FOR THROUGHOUT. EXPOSED PARALLEL RACEWAYS. B. WIRING DEVICES SHALL BE AS MANUFACTURED BY HUBBELL,GE,LEVrrON,P&S,OR BRYANT.NO SUBSTITUTIONS. C. COVER PLATES SHALL BE AS MANUFACTURED BY ARROW HART,SIERRA,LEVITON OR MULLBURRY. I. INSTALL PULL WIRES IN EMPTY RACEWAYS. USE NO. 14 AWG ZINC-COATED STEEL OR MONORLAMENT PLASTIC LINE D. WHERE INDICATED,PROVIDE GENERAL-DUN,DUPLEX RECEPTACLES,GROUND-FAULT CIRCUIT INTERRUPTERS: (� WITH NOT LESS THAN 200-LB TENSILE STRENGTH. LEAVE AT LEAST 12-INCHES OF SLACK AT EACH END OF PULL GROUNDING TYPE UL-RATED CLASS A,GROUP 1,20 AMPERES RATING,120 VOLTS,60Hz:WITH SOLID-STATE WIRE. W GROUND-FAULT SENSING AND SIGNALING:WITH 5 MILLIAMPERES GROUND-FAULT TRIP LEVEL, d E. SWITCHES SHALL BE FLUSH WALL TYPE. H F. CONVENIENCE RECEPTACLES SHALL BE,FLUSH WALL TYPE. J. INSTALL TELEPHONE AND SIGNAL SYSTEM RACEWAYS,2-INCH TRADE SIZE AND SMALLER,IN MAXIMUM LENGTHS OF J 150 FEET(45 M)AND WITH A MAXIMUM OF TWO 90-DEGREE BENDS OR EQUIVALENT. SEPARATE LENGTHS WITH 2.5 WIRE CONNECTORS PULL OR JUNCTION BOXES WHERE NECESSARY TO COMPLY WITH THESE REQUIREMENTS,IN ADDITION TO Q REQUIREMENTS ABOVE. V A. FOR WIRE SIZES#8 AWG AND SMALLER:INSULATED PRESSURE TYPE(WITH WE SPRING)RATED 1OTC,6GOV,FOR BUILDING WIRING AND 1DOOV IN FIXTURES,SCOTCHLOK OR IDEAL. W J W SHEET NUMBER CITY APPROVED PLANS �- EO.1 PLANS MUST BE ON JOB 5ITE DC ENGINEERING FOR ALL INSPECTIONS Careful listening.Dynamic solutions DATE ...dr yin 6ng. t SEP71a18ER 208,288.2181 Proj.d:24SU01 2024 Page 25 of 62 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING GENERAL SITE NOTES: A. CONTRACTOR SHALL CONTACT UNDERGROUND UTILITY LOCATING SERVICE PRIOR TO EXCAVATION FOR ELECTRICAL WORK. PROPERTY LOCATION: B. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER SITE DISCIPLINES INCLUDING BUT NOT LIMITED TO TRADES ASSOCIATED WITH WATER, SEWER,AND GAS INSTALLATIONS. CANYON TRAILS C. ELECTRICAL CONTRACTOR SHALL COORDINATE UTILITY WORK REQUIRED BY IPCO SUBDIVISION AND SHALL FORWARD IPCO WORK ORDER INVOICE TO OWNER FOR PAYMENT BY OWNER. NO. 5 BLOCK 13 SITE KEY NOTES: O LOT 20 1. PROVIDE(1)4-CO WITH PULL CORD FOR TELEPHONE SERVICE CABLE.VERIFY EXACT LOCATION OF CONDUIT WITH TELEPHONE COMPANY. TWIN FALLS, 2. APPROXIMATE ROUTING/LOCATION OF IPCO PRIMARY UNDERGROUND COUNTY CONDUIT/CONDUCTORS. SHOWN FOR REFERENCE ONLY. IPCO PRIMARY CONDUIT,CONDUCTORS,AND TERMINATIONS BY IPCO. PROJECT ADDRESS: 3. NEW TRANSFORMER AND PAD BY IPCO. COORDINATE WITH IPCO AS REQUIRED 418 FOR CONSTRUCTION SCHEDULE. 4. FUTURE SIGN. 1"CO TO ABOVE PANEL H1 PARK VIEW 5. REFER TO DETAIL 1,SHEET E3.0,ONE-LINE DIAGRAM FOR CONDUIT AND WIRE LOOP REQUIREMENTS. A-4 3/4"C 2#0,1#10G 6. REFER TO DETAIL 2,SHEET E3.0 FOR TYPICAL TRENCHING DETAIL. Sy\CEN F 7. APPROXIMATE LOCATION OF TELEPHONE TERMINAL BOARD. REFER TO SHEET F� GENS E2.0 FOR EXACT LOCATION. aQo �� FO yFm 1276� p �C TF OF yO�AS W.Ev 12/13/24 CONTRACTOR: I^^ VNI LL W J_ D m t F- D In PROJECT ARCHITECT ARTWR/GHT CDARCHITECTS&ENGINEERS 635 SOUTH 100 EAST LOGAN,UTAH 84321 1435 753,2850 F435 753.2851 ©2024 CARPNRIGHT W W W.CARTW RIGHTENGINEERS.COM I I I I I I A-4 6 i I --------------Ji 3/4"C 21 0,1#100 I I LD I I I I I I I I O � I I I I I I I I I I I I I I I I I I I I Z I I a I I J I I _ _ a 3/4"C 2#10,1#10G 3/4"C 2#10,1#10G F Gr - N J a 88 V W J W 1 SITE ELECTRICAL PLAN SCALE:1"= 10'-0" CITY .Y APPROVED PLANS PLANS MUST BE ON JOB SITE SHEET NUMBER FOR ALL INSPECTIONS E1.0 DC ENGINEERING DATE Careful listening.Dynamic solutions. wwd—gii—ing-t 24 SEP7E4MRER 208,288.2181 Projed:24SU01 2024 Page 26 of 62 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING GENERAL NOTES: A. VALUES SHOWN INDICATE ESTIMATED ILLUMINATION LEVEL AT GRADE IN PROPERTY LOCATION: FOOT-CANDLES. 0.4 A 0.4 .4 o.a .s CANYON TRAILS o.s .5 SUBDIVISION 0.5 .5 NO. 5 . .20.20.30.40.6 1.01.41.82.02.0 1.71.51.4 1.51.82.12.22.1 1.81.81.92.12.32.32.12.02.02.12.32.21.91.41.10.80.60.60.50.5 .5 .10.10.10.20.20.30.50.71.21.72.42.72.62.21.81.61.82.32.82.92.72.32.12.32.73.03.02.72.42.42.73.02.92.41.81.20.90.70.60.50.5 BLOCK 73 1.9 2.2 2.5 2.5 2.4 LOT 20 .10.10 0.50.81.32.02.83.23.12.51.91.82.02.63.23.43.12.52.32.53.13.63.53.12.62.63.13.53.42.8 0.60.6 .1 0.20 2 0.6 6 0.7 0.8 1.0 1.3 1.6 2.0 2.3 2.6 2.7 2.6 2.7 2.7 2.6 2.5 2.5 1.3 .20.20 2 0.6 .20.20 3 0.7 0.30.303 0.8 .7 2.1 2.4 2.7 2.8 2.8 .4 TWIN FALLS, 0.30.405 0.9 9 0.9 1.0 1.1 1.4 1.7 2.1 2.6 2.8 3.0 3.1 3.2 3.3 3.0 2.6 2.7 1.5 COUNTY .50.607 1.11 0 PROJECT ADDRESS: .60.810 1A 2 1.0 1.0 1.2 1.4 1.8 2.2 2.7 2.9 3.1 3.4 3.6 3.6 3.3 2.5 2.6 .5 418 0.81 1.7 .91.318 2'0 5 1.2 1.1 1.2 1.5 1.9 2.3 2.7 3.0 3.2 3.6 3.9 4.0 3.5 2.6 2.s .6 PARK VIEW 1.11.62.23.03.841 3.73.93.42.72.1 1.21.72.43.3 3.73.32.72.1 7 LOOP 1.2 1.2 1.3 1.5 1.9 2.4 2.8 3.0 3.3 3.8 4.1 4.2 3.7 2.6 2.6 .6 1.21.82.53.44. .53.22.62.1 1.21.72.4 2.72.1 7 1.2 1.2 1.3 1.6 1.9 2.4 2.9 3.1 3.4 3.9 4.2 4.3 3.8 2.6 2.6 1.6 1.11.521 2.1 .91.31 7 2.0 S\ONAL F .81.11 3 1.7 1.2 1.2 1.3 1.6 2.0 2.4 2.9 3.1 3.4 3.8 4.1 4.2 3.7 2.6 2.6 .7 O��S\CEN8,, 70.91 1 ae O Fm .70.809 1.2 ' 1.1 1.1 1.3 1.6 2.0 2.4 2.8 3.1 3.3 3.6 3.9 4.0 1 3.5 2.7 2.6 .6 127 p .91.012 09 1.0 1.1 1.3 1.6 2.0 2.4 2.8 3.0 3.2 3.5 3.7 3.7 3.4 2.7 2.8 .5 F \ 809 .91.01 2 l Q' .11.41 6 0.9 p�,OLA8 Y!. .41.823 .0 2.4 2.8 3.0 3.1 3.2 .6 0.9 12/13/24 .62. 29 "01. 1.1 1.2 1.4 1.7 2.0 2.4 2.7 3.0 3.1 3.1 3.2 3.2 3.0 2.8 3.0 .5 CONTRACTOR: .62.329 1.21. .41.925 1.5 . 0 2.4 2.7 3.0 3.0 2.9 .4 1.21.51 8 1.9 I^ .91.112 2.5 .1 1.6 1.5 1.6 1.8 2.0 2.4 2.7 2.9 3.0 2.9 2.9 2.8 2.7 2.7 2.3 .3 LPL .80.91 0 3.1 .70.809 .14.53.5 . 1.9 1.6 1.6 1.8 2.1 2.4 2.7 2.9 2.9 2.8 2.7 2.6 2.6 2.5 2.1 .2 W .81.01 1 44.73.7 . .01.315 5.34.63.6 1.8 1.6 1.6 1.9 2.1 2.4 2.7 2.9 2.8 2.6 2.5 2.4 2.4 2.3 1.9 1.1 .31.721 4. 4.13.3 1 .62.228 2.8 1.6 1.5 1.6 1.9 2.2 2.5 2.7 2.7 2.6 2.5 2.3 2.2 2.2 2.1 1.7 .9 1.72.330 2.21. ..3131.720.12 1.81. 1.4 1.4 1.6 1.9 2.2 2.5 2.6 2.6 2.6 2.4 2.2 2.1 2.1 2.0 1.6 .9 m 0 1.61.1. .1 1.31 5 1.51. 1.3 1.4 1.6 1.9 2.2 2.5 2.7 2.7 2.6 2.5 2.3 2.2 2.2 2.1 1.7 10 F .91.11 1 1.51. .91.011 1,61.4 1.3 1.4 1.6 1.9 2.2 2.4 2.7 2.9 2.8 2.7 2.6 2.5 2.5 2.4 1.9 .1 1.01.213 1.61. .21.51 1.61.4 1.3 1.4 1.6 1.8 2.1 2.4 2.7 3.0 3.0 2.9 2.8 2.7 2.6 2.6 2.2 .2 .52.02 5 1.51. .72.430 1.41.3 1 3 1 .1 2.4 2.8 3.0 3.1 2.9 .4 D .82.431 1.51.41. . . .4141.72 2. 1.51.41. 1.3 1.4 1.6 1.8 2.1 2.5 2.8 3.1 3.1 3.1 3.1 3.1 3.0 2.9 2.8 .5 16141.. . . PROJECT ARCHITECT .21.41 1.81.61. 1.3 1.4 1.6 1.8 2.2 2.5 2.9 3.2 3.2 3.3 3.3 3.4 3.1 2.9 3.1 .7 .11.21 2.01.71. .21.31 2.11.81. 14 1.4 1.6 1.9 2.2 2.6 3.0 3.3 3.4 3.5 3.6 3.7 3.4 3.0 3.1 .7 ARTN�R/GN7� .41.61 2.11.81 ARCHITECTS&ENGINEERS 62 1 2 5 2.01.71 635 SOUTH 100 EAST 1.4 1.5 1.7 1.9 2.3 2.7 3.1 3.3 3.5 3.8 4.0 4.0 3.6 2.9 3.0 .7.92.53 LC 1.81.61 GAN,UTAH 84321 . .12.83. 1 71 61 1435 753,2850 . 2. 3. 1.4 1.5 1.7 2.0 2.4 2.8 3.2 3.5 3.7 4.0 4.3 4.4 3.9 3.0 2.9 .9 F435753.2851 1.61.51 G2024 CARPNRIGHT .82.22.3 2. 1,71,61. W W W.CARTW RIGHTENGINEERS.COM 1.5 1.6 1.8 2.1 2.5 3.0 3.4 3.6 3.9 4.3 4.6 4.7 4.1 3.0 2.9 .0 .51.82. 2.72. ii 4.13.52.82.31.91.71.61. .31.51 2.52. �.133. �4.33.62.92.42.01.81.71 1.7 1.8 2.0 2.3 2.7 3.2 3.6 3.8 4.1 4.6 4.9 4.9 4.3 3.1 3.1 .0 .21.31. 2.52. 13.93.42.92.42.11.91.81 .21.3, 2.52. --�}3T333.334333.43.12.82.42.22.01.91 19 20 2.2 2.5 2.9 3.4 3.8 3.9 4.3 4.7 4.9 5.0 4.4 3.2 3.2 2 .21.31. 2.63. 4.94.64.0 3.43.2 3.23.13.12.92.72.42.32.12.1 .31.41. 2.73. 4.74.53.93.43.13.03.02.92.82.62.52.42.32.2 2.2 23 2.5 2.8 3.2 3.6 4.0 4.2 4.4 4.7 4.9 5.0 4.4 3.5 3.3 3 .41.51. 2.73. 4.24.13.73.43.13.02.92.82.72.72.52.52.42.3 .51.61.61.71.71.81.92.02.12.22.42.73.13.53.83.83.53.12.72.52.42.42.52.73.03.3 3.73.73.53.33.13.02.92.92.82.72.72.62.52.52 526 2.7 2.9 3.2 3.5 3.9 4.3 4.4 4.6 4.8 4.9 4.9 4.4 3.6 3.6 2 3 .71.71.81.91.92.02.02.12.22.32.52.73.03.23.43.43.23.02.82.62.62.62.72.83.03.23.43.53.53.43.33.23.13.03.02.92.92.82.72.72.72 1.91.92.02.02.12.1 .22.32.42.52. 2.83.03.13.2 .23.13.02.8282.72.72.82. 3.03.23.33.4 .43.43.33.33. 3.23.13.13.0 92.92.92.92 4.3 4.6 4.8 4.8 4.9 4 3.13.03.03 2.8 2.9 3.1 3.2 .2 3.2 31 3.1 3.2 3.4 3.6 3.7 3.7 3.6 3.4 3 3.23.23.23 33.33.33.43.53.63.73.94.04.1 4.6 4.9 5.1 5.1 5.0 5.0 4.8 4.5 4.1 4.1 4 3.43.43.4353.53.63.63.73.83.94.04.24.3 4 3.0 3.2 3.3 3.3 .3 3.3 3 3.4 3.5 3.6 3.8 4.0 4.0 3.8 3.7 63.63.63.E 63.73.73.83.84.04.14.24.34. .6 49 5.1 5.4 5.3 5.1 5.0 4.9 4.5 4.2 3.8 3 3.73.73.7373.73.83.83.94.04.14.24.34 4. 3.2 3.3 3.4 3.4 A 3.4 34 3.5 3. 3.7 3.9 4.0 4.0 3.9 3.8 73.73.73.7373.83.83.93.94.04.14.34.4 .5 7 49 5.2 5.3 5.3 5.1 4.9 4.7 4.4 4.0 3.4 1 3.73.73.73 83.83.94.04.1 4.34.44.5 4 3.6 3.8 3.9 3.9 .8 3.7 35 3.4 3. 3.5 3.7 3.8 3.9 3.8 3.6 3.63.73.7383.94.14.24.3a.s4. 4 5.1 5.2 5.3 5.3 5.2 4.9 4.7 4.4 4.0 3.7 3.0 9 �3.8 4.1 4.2 4.2 4.0 3.9 3.6 3.5 3.4 3.4 3.5 3.6 3.6 3.5 3.5 3.5 5.0 5.2 5.3 5.3 5.3 5.3 5.0 4.6 4.3 4.0 3.7 3.3 2.6 7 3.03.34.0 4.3 4.5 4.4 4.2 4.0 3.8 3.6 3.4 3.4 3.3 3.3 3.4 3.4 3.5 3.6 3.8 4.1 4.411 4.8 5.1 5.4 5.4 5.4 5.3 5.0 4.6 4.3 3.9 3.5 3.2 2.7 2.2 5 () 2. 2.3 2.6 2.9 3.1 3.5 3.8 4.0 4.2 4.1 4.0 3.8 3.6 3.4 3.3 3.2 3.2 3.3 3.3 3.3 3.4 3.5 3.6 3.9 4.21 4.5 4.8 5.0 5.0 5.0 4.8 4.5 4.2 3.8 3.4 3.1 2.8 2.4 1.9 3 F W 2.1 2.3 2.5 2.7 2.7 2.8 2.9 3.0 3.1 3.1 3.1 3.1 3.1 3.2 3.1 3.2 3.2 3.3 3.3 3.2 3.3 3.3 3.4 3.3 3.4:: 3.5 3.7 3.9 3.9 4.0 3.9 3.8 3.7 3.4 3.1 2.9 2.6 2.1 1.7 2 1. 6 2.7 2.7 2.6 2.6 2.6 2.7 2.7 2.7 2.8 3.0 3.2 3.2 3.1 2.9 2.9 2.9 2.9 3.2 3.3 3.3 3.2 3.1� 3.2 3.2 3.3 3.4 3.4 3.5 3.5 3.5 3.3 3. .0 O 1.4 1.6 1. ' a W F N J a 1 SITE PHOTOMETRICS SCALE:1"= 10'-0" LU CITYPPROVED PLANS -� SHEET NUMBER PLANS MUST BE ON JOB SITE E1.1 FOR ALL INSPECTIONS DC ENGINEERING DATE Careful listening.Dynamic solutions. wwd-gii-ing-t 24 SEP7E4MBER 208,288.2181 Projed:24SU01 2024 Page 27 of 62 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING GENERAL POWER NOTES: PANEL m O PROPERTY LOCATION: 33 <J H1 MOP J A IC ADJACENTEVICES TO BE E RUN INDICATES POLE POSITION WITHIN PANEL TO WHHB. REFER TO SHEEP E3.0 FOR PANEL SCHEDULES. CANYON TRAILS OffN ENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT SUBDIVISION I NO.2 NO.3 NO.4 NO.5 NO.6 3 O C. TAMPER-RESISTANT RECEPTACLES SHALL BE INSTALLED PER NEC ARTICLE A-7 A-9 B-2 B-3 B-5406.12. N0. rJA- A- B- B B PfWEL IF USING MC CABLE,CABLE MUST BE"HOSPITAL GRADE"WITH GREEN STRIPE ON OUTER JCKET. LOT 20 A-1 A-7 A-9 B-2 B-3 B-5 'C' POWER KEY NOTES: O4 O4 O4 O4 O4 1. TELECOMMUNICATIONS INCOMING SERVICE LOCATION.COORDINATE WITH LOCAL TWIN FALLS, SERVING UTILITY FOR EXACT LOCATION AND REQUIREMENTS. COUNTY 2. JUNCTION BOX FOR FUTURE EXTERIOR BUILDING MOUNTED SIGNAGE. 2 COORDINATE EXACT REQUIREMENTS WITH TENANT PRIOR TO ROUGH-IN. PROJECTADDRESS: -35 8T3. REFER TO SHEET E3.0 DETAIL 3 FOR HEAT TRACE DETAIL. 47p---- ------- ------- ------- ----rT3y ------- ------- ------- ------- 4. PROVIDE AND INSTALL 2"CO WITH 6"MINIMUM SWEEPING BENDS,STUB-UP PARK VIEW A-37 v B-1 FLUSH WITH SUB-FLOOR PER SED.1,DETAIL 4A. LOOP A-37 9 BPD CORRIDOR g BPD 5. PUSH BUTTON SUPPLIED AND INSTALLED BY DENTAL EQUIPMENT SUPPUER. a ZD 1 A-37 B-1 V^2 JUNCTION BOX AND(2)1-CO PER SED.1,DETAIL 98&9C. 9 1A 12 a 12 vr m m 6. COORDINATE WITH DENTAL EQUIPMENT SUPPLIER FOR BUCK-BOOST AL A-24,26 gp WP TRANSFORMER REQUIREMENTS.REFER TO SED.2,DETAIL 25. �F65\ON Fri 1"C 2#6,1#10G ------- ------- ° _,N ENS F° yFc� 1U A-12 g-1 HYGIENE 7 VOLTAGE WIREI TO MECHANICAL CLOSET FOR V CIUUM MOTOR.REFER TO S D.3, ae 21 p.�____ 60 2 3R - 'O �® CORRIDOR 9 F m m 9 ZD ro DETAIL 32. ACCESS ZD ACCESSIBLE F P-1 2 9 8. PROVIDE 2 3 4"C WITH CAT6 CABLING PER SED.3,DETAIL 33. �i 9lF 9 A-8 II II 2B O/ O OF J? CU REST R 16 REST ROOM 1 B 52 STERILIZATION B-54 Fv 2 q-41 40 CARTS i I I I 9. LOCATED IN CRAWL SPACE,COORDINATE WITH MECHANICAL DRAWINGS FOR y02AS W. g- EXACT LOCATION. 12/13/24 AIM N-1 A-30,32 1 B-6 1"C 2#6,1/10G ® OFFICES LAB A_39 CONTRACTOR: a 10. PROVIDE 120/240V TRANSFORMER TO SERVE ZONE DAMPERS.COORDINATE I I O4 WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION. = Im 11. INDOOR UNIT POWERED FROM OUTDOOR UNIT. A 7 (2D-2��T 12. MOTORIZED DAMPER LOCATED IN CRAWL SPCE.COORDINATE WffH MECHANICAL �y A-12 a .O A-10_4__ ___Q_ STORAGE m 13 FOR EXACT LOCATION AND REQUIREMENTS PRIOR TO ROUGH-IN. LL CARTS W A_14 AGGESSIBLE 11 o HYGIENE 13. THERMOSTAT PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. Q RE5T ROOM m NO.2 ELECTRICAL TO PROVIDE JUNCTION BOX AND RACEWAY TO UNIT SERVED. OFFICE e " COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT LOCATION AND a a REQUIREMENTS. J LEASE A-g HYGIENE B-52 CORRIDOR SPACE A_14 9 STORAGE 'O EFi BLE J J O 100 wR0 M AITINCSCORRIDOR REST ROOM 4 o F a O HYGIENE NO.3 0-18) t (ZD-2A) T En �1 3 m 13 P' CORRIDOR B-6 PROJECT ARCHITECT A-12 I I __ O ARMNIGH W EWH ® 0" ARCHITECTS&ENGINEERS 635 1 O �° OGAN,UT H EAST a A-22 L43575.285 84321 RECEPTION X� A- MEDICAL qp F435 753.28511 P' 4 CON57ULATION HYGIENE B-11 B-11 GAS NO 4 02024 CARTWRIGHT GHEGK-IN B-11 m W W W.CARTWRIGHTENGINEERS.COM OFFICE 5'-0"AFF BOTTOM 0 BOX A-13 m m I 1N — a ii IIi II a II O I VESTIBULE P' ------- ° it°i Iii it .I II a JANITOR A ------- 1 o u m I� l . < •q• LANDING �a Iu iI Iii 'W HYGIENE BU51NE55 NO.S I STORAGE J A-Q a O a A-14 �- - FO 10 III B 6 p/2/3g J -O WP B-29.31 C-2 30 2 1 0 49 O �4E� WP Hp MEGHANI 7 3 � 1 6 ROOI1 J 8-48,50 l�l A-18,20 O� 3/4"C 210,110G O 3/4°C 3#12, WIP J O DENTAL V EQUIPMENT 211 m T 3 m Q - J a W 3 1 FIRST FLOOR POWER PLAN a SCALE:1/4"=1'-0" 0: O O J LL H y IIx L6 CITY APPROVED PLANS nevkw"eh.mee ccmvrnnn RL NSMUST BE ON 1OBSITE FOR ALL INSPERIONS SHEET NUMBER E2.0 DC ENGINEERING DATE Careful listening.Dynamic solutions. ww.d—gii—ing-f 24 SEPTEMBER 208,288,2181 Project:24SU01 2024 Page 28 of 62 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 TWIN FALLS, COUNTY PROJECT ADDRESS: GENERAL NOTES: 418 A NUMBER ADJACENT TO HOME RUN INDICATES POLE POSMON WITHIN PARK VIEW PANEL TO WHICH DEVICES SHALL BE CIRCUITED. B. CONTRACTOR SHALL COORDINATE ELECTRICAL SYSTEMS INSTALLATION LOOP TO AVOID INTERFERENCE WITH DUCTWORK/PIPING AND OTHER TRADES. CONTRACTOR SHALL COORDINATE PLACEMENT OF FIXTURES WITH --- ARCHITECTURAL REFLECTED CEILING PLAN. LOCATION OF FIXTURES o SHALL GOVERN WHEN CONFLICTS WITH SUPPLY/EXHAUST DIFFUSERS SS\ONAL F B-17 OCCUR. QO�� GENS,°OiyF _ 1 B-3 C. REFER TO SHEET E3.0 FOR MINAIRE AND PANEL SCHEDULE. a p ® B-52 STAFF Q D P STAFF Q LU EG1 276 ROOM ROOM D. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN(RCP) 1 � - P FOR CEILING TYPES. T OF /j 8-17 5TORAGE STORAGE E. ALL FIXTURES WITHIN A GIVEN ROOM/AREA ARE THE SAME TYPE AS yOl AS W.E� I�-1 101 ROOM ROOM THE SINGLE FIXTURE CALLED OUT WITHIN THAT ROOM/AREA,UNLESS 12/13/24 B-17 OTHERWISE NOTED. B-17 CONTRACTOR: S1 0 F. LINEWORK SHOWN FOR CLARITY OF SWITCHING ONLY. PROVIDE QUANTITY OF CONDUCTORS AS REQUIRED FOR CONTROL. B-30 B-30 EGI o IX1 G. CONTRACTOR SHALL PROVIDE#10 AWG CONDUCTORS FOR ALL /A =_j (F-3) T =_j o ro B-30 CIRCUITS OF 100'OR MORE UNLESS SHOWN LARGER. LL P 1 KEY NOTES: BM2�I B_ wx i 1. THERMOSTAT PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. Q ELECTRICAL TO PROVIDE JUNCTION BOX AND RACEWAY TO UNIT B- SERVED.COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT REST R 1 B-18 ACCESSIBLE W1 1B E LOCATION AND REQUIREMENTS. J REST ROOM REST O M E MECHANICAL 8-17 GHANIGAL F way ROOM EF o. wwQ` ROOM /Y1 3 oaLOw F1 1 oa�w FD. B_30 LL B—S LL® EMPLOYEE LOCKERS ® EX1 EMPLOYEE LOOKERS — EN 1 'i o ' EMPLOYEE II II li o it DowN® EMPLOYEE o u o u u II u o 0 LANDING AREA �1 AREA srACK B ER LA G WASHER II II 1 II II 1 II II II II 3/4-C 3# DRYER 1 II II II II 1 II II 1 II `n .w II II 1 II II 1 II II II II i ^ II II II II II II 1 II II 1 II Y U/I 8-30 II II 1 II II 1 II II II II � II II II II I II II I II IN II 1 II II 1 II li II II R EG1 II 1 II II 1 II II II B PROJECT ARCHITECT ARTWR/GN7� ARCHITECTS&ENGINEERS 635 SOUTH 100 EAST LOGAN,UTAH 84321 1435 753,2850 1 SECOND FLOOR POWER PLAN 2 W. W W W.SECOND FLOOR LIGHTING PLAN F435753.2R51 SCALE:1/4'= 1'-0' SCALE:1/4"= 1'-0" © CARPNRIGHT CARTW RIGHTENGINEERS.COM Z Q, J a W O a n n n O -Z=L- � J _ LL. c 1Y I -J o o - --- n KEY PLAN CITY APPROVED PLANS SCALE N.T.S �� SHEET NUMBER .wk.raa.mmvu,,..PIANSMUSTBEONIOB SITE E/]'.1 FOR ALL INSPECTIONS DC ENGINEERING DATE Careful listening.Dynamic solutions. wwd—gii—ing-t 24 SEP7E4MBER 208,288.2181 Proj°d:24SU01 2024 Page 29 of 62 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING H1-1 111-1 H1-1 111-1 GENERAL LIGHTING NOTES: �1 _111 I A. NUMBER ADJACENT TO HOME RUN INDICATES POLE POSITION WITHIN PROPERTY LOCATION: PANEL TO WHICH DEVICES SHALL BE CIRCUITED. B. CONTRACTOR SHALL COORDINATE ELECTRICAL SYSTEMS INSTALLATION CANYON TRAILS TREATMENT TREATMENT TR€ATMENT I=TMPZA;TMTMNT TREATMENT 7TREATMENT H7-1 H7-1 TO AVOID INTERFERENCE WITH DUCTWORK/PIPING AND OTHER TRADES. SUBDIVISION NO, 0. NO.D N0.6 O.6 G-2 CONTRACTOR SHALL COORDINATE PLACEMENT OF FIXTURES WITH -- �' � EG2 IF�' ARCHITECTURAL REFLECTED CEILING PLAN. LOCATION OF FIXTURES NO. CJ SHALL GOVERN WHEN CONFLICTS WITH SUPPLY/EXHAUST DIFFUSERS T1 T1 T1 T1 T1 T1 OCCUR. BLOCK 13 OO OO O 1 C. REFER TO SHEET E3.0 FOR LUMINNRE AND PANEL SCHEDULE. LOT 20 JA CM CM Ci MMD. COORDINATE WITH ARCHITECTURAL REFLECTED CEILNG PLAN(RCP) 29 A-29 A-33 B-43 B 43 JB(I 43 C-2 FOR CEILING TYPES. E. ALL FIXTURES WITHIN A GIVEN ROOM/AREA ARE THE SAME TYPE AS TWIN FALLS, a THE SINGLE FIXTURE CALLED OUT WITHIN THAT ROOM/AREA,UNLESS COUNTY OTHERWISE NOTED. PROJECT ADDRESS: F. LINEWORK SHOWN FOR CLARITY OF SWITCHING ONLY. PROVIDE HI-1 QUANTITY OF CONDUCTORS AS REQUIRED FOR CONTROL 418 A--9--- -A 33--- _-----_ --41--- _------ ---41-- _------ G. CONTRACTOR SHALL PROVIDE#10 AWG CONDUCTORS FOR ALL PARK VIEW ------- -- o O ------ ------- R' ------- WS1 a CIRCUITS OF 100'OR MORE UNLESS SHOWN LARGER. B-10 B-41 LOOP EG2 IX2 CORRIDOR IX1 KEYED NOTES: A-16 A-16 A-16 R1 EG, H1-1 1. PROVIDE AND INSTALL JUNCTION BOX AND 120V POWER FEED WITH B-10 T� 6'WHIP ABOVE CEILING FOR DENTAL EQUIPMENT SUPPLIER CEILING FOSS\CNIAL DENS Pq,�ii �\ R� yam Q/ 9 o O ________�®______ m - VC(/ R1 R7 --------- - GORR:�OR TAN 127 NE H1-1 A GE551PPLF, T pP S1 REST R OM R ST RObf 6 R1 T1 W1 icyO OF As W.E v? _7 -6 R1 GA 5 CM R1 A-1 R1 O O 12/13/24 OFFICE EG L B-45 � R1 CONTRACTOR: - ------- ---r-------------------- ---------- WS1 VIN R1 �VAC H1-1 LL ESSIBLE R1 CARTS E €E E_G1 RE T ROOM Q EG1 OFFICE df 2 J16 HY61E® . R1 GOR IDOR 5 P2 ® ST GE AG 551BLE R1 W P1 O• A-16 GO IDOR RES ROOM EX1 O P2 A-16 PANO R' Q 6 ® Y IX2 �P i�id+ A- o E E H1-1 95--- ®® I�i N .3 D < O /^ EG1 I1 V I EG1 EX1 ® B-10 B-1 A-16 IX1 le 1 PROJECT ARCHITECT R7 i -16 R1 O 0 c1 W1 ARTWR/GNY R7 8-1,6 B-1 ARCHITECTS&ENGINEERS B-10 635 SOUTH 100 EAST W$1 A-16 (�� ._ LOGAN,UTAH 84321 FE72-1 REGE TION 1435753,2850 O ME AL r435753.2851 Ne GO ULATION 5 T-fENE P ON 4 W$1 ©2024 CARPNRIGHT GHEG -IN OFFICE WWW.CART RIGHTENGINEERS.COM H1-1 C\/jam\ T1 IX2 R1 `� W1 _1 A-16 R1 0 08 A 6 O R1 II I�u �ii ° m VE5 LE ------- i u <a I o LANDING O R R1 H 61ENE H1-1 i R1 �ii .61ENE i � 1I WS1 ------- .. STORAGE A-16 �u i --® ---------- - -- IX2 C-2 FINAL EXIT SIGN PLACEMENT TO BE --- go W'9 B-10 DETERMINED BY COTF INSPECTOR FES-11 B MECHANIC B O Hi-1 H1-1 ROOM EG2 W51 C_2 FWS11 H1-1 H1-1 DENTAL EG2 EQUIPMENT WS7 B-10 WS1 Z H1-1 111-1 Q J a z i` x 1 FIRST FLOOR LIGHTING PLAN SCALE:1/4"= 1'-0" J 19 0 O J F rn L6 CITY APPROVED PLANS Iwcro.cw.P�•n FLATUS MUST BE ON JOB SITE �� SHEET NUMBER FOR ALL INSPEOnONS MALM E2.2 DC ENGINEERING Careful listening.Dynamic solutions DATE wwd—gii—ing-t 2SEPIEMRER 208,288.2181 Projed:24SU01 2024 Page 30 of 62 PROJECT NAME: PANELBOARD SCHEDULE VOLTAGE 208/120V PHASES wing gION: AMPERERATING:200A I SC RATING:22K MAIN:MAIN LUG A NEW ELECTRICAL RESPONSIBILITIES. NEMA RATING,1 1 MOUNTING:FLUSH ISERVICE ENTRANCE RATED:NO PROFESSIONAL CONTRACTOR IS FULLY RESPONSIBLE TO COORDINATE ALL ASPECTS OF LOADS: Amps VA LOADTYPES: s=KIFFCHBN REMARKS: THE UTILITY POWER INSTALLATION.CONTRACTOR IS TO VERIFY THAT THE PHASEA: 136 16356 1=LIGHTING 6=1 EACH BREAKER IS TO BE UNIQUELY IDENTIFIED IN A MANNER THAT DISTINGUISHES 7 FROM ALL OTHER OFFICE SWIFCHGEAR MEETS LOCAL UTILITY REQUIREMENTS SPECIFIC TO THIS PHASES 118 14113 2=RECEPTACLES 7=SUBFEEnxFMR BREAKERS PROJECT.THE CONTRACTOR SHALL PROVIDE WRITTEN VERIFICATION OF PHASE C: 135 16250 3=MISC BUILDING TO UTILITY THEIR COORDINATION WITH THE LOCAL UTILITY ON ITEMS INCLUDING,BUT TOTAL: 46719 4=MOTOR NOT LIMITED TO:SP THE SERVING VOLTAGE,TRANSFORMER LOCATION, WRE WRE METERING,RESPONSIBILITY OF CONDUIT AND WIRE INSTALLATION, (vA) LOADSEzvEO NOTE cAUGB TYPE POLES No PHASE No POLES rA= cAucE NOTE LOADSEzvEO (vq) BUSSWAY CONNECTIONS AND TERMINATIONS,TERMINATION CABINET 1920 RED-TREATMENT 10 2 20 1 1 A 2 20 11 1 10 LTG-POLE 300 REQUIREMENTS,TRANSFORMER PAD REQUIREMENTS. 1000 HEATTRACE 12 3 20 1 3 B 4 20 1 1 10 LTG-POLE 300 DEVIATIONS FROM THIS DESIGN,AND THE COORDINATION EFFORTS 1000 HEATTRACE 12 3 20 1 5 C 6 20 1 - SPARE BETWEEN THE ELECTRICAL CONTRACTOR AND THE UTILITY COMPANY,ARE 1920 RE- TREATMENT 12 3 20 1 7 A 8 zo 1 2 12 REC-LAB 768 1920 RED-TREATMENT 12 3 20 1 9 B 10 20 1 2 12 .-LAB 1000 TO BE PROVIDED TO DC ENGINEERING PRIOR TO SUBMITTAL OF 1440 REC-R�EPTIDN,CHECK IN 12 2 20 1 11 C 12 20 1 2 12 RED-OFFIDEwAITING ROOM 1440 SWITCHGEAR FOR REVIEW.A COPY OF THE WRITTEN VERIFICATION OF 1440 RED-OFFICE,CONSTULATION,MEDICAL GAS 12 2 20 1 13 A 14 20 1 2 12 RED-BUSINESS 900 MDP UTILITY COORDINATION SHALL BE PROVIDED FOR RECORD WITH THE ,zoo LTG TREATMENT 12 , za , 15 a 16 zo , , 12 LTG-PRST FLOOR 1249 SERVICE ENTRANCE RATED SUBMITTAL PACKAGE. 500 FIREPLACE 12 3 20 1 17 C 18 15 2 3 12 Hal 1560 800A,120/208V,3-PHASE, 1200 REC-FRIDGE G 12 2 20 1 19 A 20 - - 3 12 --- 1560 SPARE 20 1 21 B 22 20 1 3 12 EVv}L1 1500 4-WIRE NEMA- 22KAIC SPARE 20 1 23 C 24 60 2 3 6 CU1 3598 U 1500 RED-WASHER 12 2 20 1 25 A 26 - - 3 6 --- 3598 PROPERTY LOCATION: 1500 RED WASHER 12 2 20 1 27 B 28 60 2 3 6 CU2 3598 �1 150 LTG-TREATMENT 12 1 20 1 29 C 30 3 6 3598 T P M M M 7.9.QA M �A 150 LTG-TREATMENT 12 1 20 1 31 A 32 20 1 2 12 G RES-BOTTLE FILLER 600 CANYON TRAILS 3P 3P 3P 3P GENERAL NOTES: 150 LTG-TREATMENT 12 , 20 ' 33 B 34 20 1 - SPARE 1656 E--2 12 3 20 1 35 C 36 20 1 SPARE SUBDIVISION l l 500 ZONE CAMPER 12 3 20 1 37 A 38 20 1 - SPARE A. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO ENSURE 6g6 EF-3 12 3 zo , 39 B 40 20 , - SPARE NO. 5 J THAT ALL INSTALLATIONS ARE MADE IN ACCORDANCE WITH GOVERNING CODES. 130E 1-1 ,z 3 15 1 41 az zo 1 PARE = ANY RE—DESIGN FEES ASSOCIATED WITH ALTERATIONS TO THE ORIGINAL DESIGN LOADING BY TYPE CONNECTED NEC CODE DHMANDFACTOR DEMAND NOTES: GROUND PER SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR, FINISHED GRADE CUT/REPAIR ROAD AND SIDEWALK AS REQUIRED. GUEST ROOM LIGHTNG OVA 22 42 sEELOADSUMNIARV OVA L=DIBNOTES LOCKABLE BREAKER BLOCK 13 NEC 250 B. CONTRACTOR SHALL PROVIDE METER—PACKS CONFIGURED IN ACCORDANCE WITH LIGHTING 3499 VA 210-19 125% 4374 VA G=DENDTES'GFCr BREAKER LOT 20. RECEPTACLES 13708 VA 220-44 1okVA@100%,B_SE@50% 11854 VA F=PROVIDEWifHR®MARKING,LABELING,ANDBREAKERLOCK UTILITY STANDARDS.CONFIGURATIONS SHOWN ARE REFERENCES FOR QUANTITY MSC. 29512 VA 22060 100% 29512 VA OF DEVICES AS SHOWN.CONTRACTOR IS RESPONSIBLE TO RECEIVE APPROVAL %�� �� �� �� �� MOTOR wRCESrmoT. ova zzasO t00%+LARGEST.zs% ova LaoENOTES CIRCUIT RourEDTHRoucH LIGHTING CONTACTOR 4 d FROM UTILITY ON METER LOCATIONS&CONFIGURATION PRIOR TO INSTALLATION. �������� ������� KITCHEN #OF UNITS. ' OVA 220-56 TABLE220.z0 OVA ri PROVIDE SHOP DRAWINGS TO UTILITY FOR APPROVAL / ��������� 1 ��������� TWIN FALLS, EVCS OVA 625-41 125% OVA C. DESIGN IS BASED ON ALUMINUM CONDUCTORS UNLESS NOTED OTHERWISE FOR ����� ��V� TOTAL 130A 127A COUNTY U U PHASE CONDUCTORS LARGER THAN#6.CONDUCTORS#6 AND SMALLER ARE TO PROJECT ADDRESS: BE COPPER,THE ELECTRICAL CONTRACTOR MAY USE COPPER CONDUCTOR WITH EQUIVALENT AMPACUY RATINGS INSTALLED IN CONDUIT SIZED ACCORDINGLY.IT WARNING TAPE RUN LENGTH PANELBOARD SCHEDULE 418 SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO ENSURE OF TRENCH COMPACTED EARTH PANB-:B LOCATION: THAT ALL INSTALLATIONS ARE MADE IN ACCORDANCE WITH GOVERNING CODES. BACKFILL PER VOLTAGE PHASES WIRE4 AMPERERATING:200A SC RATING:22K MAIN:MAIN LUG PARK VIEW SPECIFICATIONS NEMA RATING: MOUNTING:FLUSH SERVICE ENTRANCERAT®:NO LOOP LOADS: Amps VA F 5=KITCHEN REMAPoQ: E-E PANEL PANEL PANEL RHASEA: 212 25402 6=EVCS EACH BREAKER IS TO BE UNIQUELY IDENTIFIED IN A MANNER THAT DISTINGUISHES IT FROMALL OTHER PHASE B: 209 25118 LES 7=SUBFEFOXPMR BREAKERS 200A 200A 100A EARTH BACKFILL COMPACTED TIP-ASEC: 217 M014 BEDDING&PER CONDUITS(SEE PLANS FOR TOTAL 76532 SPECIFICATIONS `MITE `MITE �S�ONAL P QUANTITY AND SIZE) (VA) LOAD SERVED NOTE GAUGE TYPE POLES Ni P HASE NO POLES TYPE GAUGE NOTE LOAD SERVED (VA) S 4•MIN 4"MIN 500 IZONEDAMPER 12 3 20 1 1 A 2 20 1 2 10 RED-TREATMENT 192o QOvc vXGENS /yF 1920 RED-TREATMENT 10 2 20 1 3 B 4 20 1 2 10 RED-TREATMENT 1920 C S 1920 RED-TREATMENT 10 2 20 1 5 C 6 20 1 2 12 RED-HALL 1080 /t{r17p 1 ONE LINE DIAGRAM 1280 HALUSTRED 12 2 20 1 7 A 8 20 1 2 12 REDLTG-STBRIFIRST LOOK 900 LIL/C( 2 TRENCHING DETAIL 1440 RED OFFUEHVGIBNESTORAGE ICAL 12 2 20 , s B 10 20 1 1 10 LTG-PRST FLOOR 2400 1440 RES-OFFCE,CONSTULATION,MmIC.AL GAS 12 2 20 1 11 C 12 20 1 3 12 STERILIZB2 TOWER 2400 SCALE:POTS 1000 HEAT TRACE 12 2 20 1 13 A 14 20 2 3 12 G A-DED WS VACUUM 1456 �C F Of SCALE:N.T.S. 1000 HEAT TRA CE 12 2 20 1 15 B 18 3 12 G 1458 yOCg3W Fv' 1440 R9C-DINT)FLOOR 12 2 20 1 17 C 18 20 1 2 12 RED-2ND FLOOR 540 02/24/25 1200 REC FRIDGE G 12 2 20 1 1 19 A 20 20 1 2 1 12 G RED-DISHWASHER/DISPOSA L 1700 SPARE - 20 1 21 B 22 40 2 3 8 G DRYER 2500 LUMINAIRE SCHEDULE 50 CP-1 12 3 20 , 23 C 24 3 8 c 2500 CONTRACTOR: TAG MANUFACTURER CATALOG NUMBER LAMS WATTS VOLTS MOU PING pESCMP ION 1500 RBD-WASHER G 1 12 2 20 1 25 A 26 40 2 3 8 G DRYER 2500 1500 RED-WASHER G 12 2 20 1 27 B 28 3 8 G 2500 # D1 LITHONIA DW-Lgi P1-40K-7OQRI-BLC3 LED 135 WOLT ROLE MOUNTAT+25'-0"A.F.G. __852 AIRSTAR3000MPRESSOR G 12 3 20 2 29 C 30 20 1 1 12 LTG-2ND FLOOR 420 DETAIL ONE KEYNOTES: E31 LFFHONLN E-M2L M12-90M BATTERY LED 2 120 WALL EGRESS BUGEYE 832 -- G 12 3 - - 31 A 32 20 1 3 10 EDGESTERILIZATIONCBNTER 1920 /A O SPARE - 20 1 33 B 34 20 1 3 10 EDGE STERILIZATION CENTER 1920 Vf EG2 LITHIONl4 ARE FF1 DDBTXD W OLT LTP VVT CW LED 7 120 WALL EGRESS TEAR DROP NOTdVALLV ON 1. DESIGN BASED ON RAYCHEM ICESTOP HEATING CABLES.CONTRACTOR TO EX1 L7HQNw EXRG ELMS L® 1 120 MULTI STANDARD EXIT FixTURE 1920 RED-TREATMENT 10 z 20 1 35 c 36 20 1 3 10 EDGE STERILIZATION CENTER 1920 PROVIDE ALL SYSTEM COMPONENTS NECESSARY FOR A COMPLETE,OPERABLE I LITHONw ECCRG RD ME LED 2 120 MULTI EXfDESRESS COMBO lszo RES-TREATMENT 10 z 20 1 37 A 38 z0 1 3 10 EDGE STERILIZATION CENTER 1920 t.' SYSTEM INCLUDING,BUT NOT LIMITED TO CABLES,CLAMPS,END SEALS AND P1 GENERATION LIGHTING 5279453-848 MORRISON 18.5"MEDIUM SLIGHT LED 27 120 PEINDANT SATIN BRASS,WHITE GLASS SHADE 720 Rom-TREATMENT 10 2 20 1 3s B 40 20 1 3 10 EDGE TREATMENT CENTER 1920 W 700 LTG-TREATMENT 12 1 20 1 41 C 42 20 1 1 12 LTG-TREATMENT 150 POWER CONNECTIONS. P2 GENERATION LIGHTING 5179453-648 MORRISON 13.5"SMALL 3LIGHT LE] 27 120 R3N0.4M SATIN BRASS,WRITE GLASS SHADE 600 LTG TREATMENT12 1 20 1 43 A 44 20 1 2 12 PANORAMIC IMAGING UNIT Q OII P3 GENERATION LIGHTING AP1071 ADB LARGE PBNC4 NT INC 75 120 FEIJDANT FECCEIA1-A WOLE GOLD 600 LTG-TREATMENT 12 1 20 1 45 B 46 20 1 2 12 p I 2. CIRCUIT DESIGNATIONS FOR HEAT TRACE ARE SHOWN ON THE POWER PLAN, R1 MUNo 85BPuiWHL-SW/W5-90CRFWHfTE L® 13s 1zo IRPOIE>sEn C(MMONAREASURFACE 600 LTG-TREATMENT 12 , 20 , a7 c 4e zs z 3 m cua me J THIS SHEET.SERVING CIRCUIT BREAKERS(S)FOR HEAT TRACE LOADS SHALL BE T1 LITHIQNIA CPANL-2XTALO50001_MSWAt40.MVOLT-WHTE LED 43.3 MVOLT RECESSED 2X4TROFFER 1500 EWH-1 12 3 20 1 49 A 50 - - 3 10 --- 1778 DOWNSPOUT 30 mA GFEPD. W1 ILITHUMA IUTXL483LOOLAASEFNDMVOLTGZ1O30K90CRI I LED 1 354 1 120 SURFACENALL 4FTBOH STRIP 1308 F-2 12 3 15 1 51 B 52 20 1 3 12 El 1392 1 General Notes BOX PER W51 MANNING LIGHTING DE822-WMGWMGE17-35-D0.120.W7-FPO LE] 17 120 WALL EXTERIOR WALL SCONCE 1392 E--1,B--3 12 3 20 1 53 C 54 20 1 3 12 E--1 1392 J JUNCTION I 3. HEAT TRACE TO BE DOUBLED BACK TO PREVENT ICE BUILD UP. e16 Fs 12 3 15 1 ss A ss zo 1 - SPARE fYlJl : owER I 1. Design is based upon named rrenufeclurer.Alternate manufacturers are acceptable,subject to compliance with the specified requirements. 500 STERILIZER T 12 3 20 1 57 B 58 20 1 - SPARE MANUFACTURER'S RECOMMENDATIONS 2. Contractor shall provide and coordinate all fixture mounting accessories. 1600 WATER HEATER - 3 20 1 59 C SO 20 1 2 10 RED-TREATMENT 1920 - 6z RE 3. Refer to lighting plans for quantity of fixtures SPARE 20 1 61 A[ures. 4. Exit sign color s hall be per local code or practice. SPARE - 20 1 63 B fi4 20zo , SP 1 SPAq RE 5. Pole shall be Lithonia Sq.—Strait Steel,sized per site pole details. SPARE - 20 1 65 C fi6 20 1 - SPARE 6. Emergency lighting symbols are shaded on the lighting plans.Bnergency source shall be battery backed ballast w ilh minimum 1400 output for a 90 minute period,unless noted otherwise.Provide sw itched conductors for charging circuit as required. LOADING BY TYPE CONNECTED NBC CODE DEMANDFACTOR DEMAND NOTES: III GUEST ROOM LIGHFHNNG OVA 22U42 SEELOADSUMVIAW OVA L=DENOTES LOCKABLE BREAKER DOUBLE-UP HEATING III LIGHTING 4590 VA 210-19 125% 5738 VA G=DENOTB3 GFCI BREAKER BLDG DEMAND LOAD CALCULATION RECEPTACLES 31360 VA 22044 10kVA @ 100%,E-SE@ 50% 20680 VA F=PROVIDE WITH RED MARKING,LA BE-ING,AND BREAKER LOCK , CABLE 12•FROM LIGHTING 8629 misc. 40582 VA 220-60 100% 40582 VA u, OPENING OF III RECEPTACLE 45608 MOTOR LARGESTMOT. OVA 220.50 100%1 LARGEST,25% OVA LC=DENOTES CIRCUIT ROLFT13D THROUGH LIGHTING CONTACTOR DOWNSPOUT. III MISC. 72094 KITCHEN #OF UNITS'. OVA 22U56 TABLE2zo.20 OVA III MECH NICAUMOTOR 0 Evcs OVA 625-41 125% OVA PROJECT ARCHITECT II KITCHEN O TOTAL 212A 186A EVCS D ARTWR/GHT PANEL'C' 57641 PANE_:C 1LOCATION, PANELBOARD SCHEDULE ARCHITECTS&ENGINEERS Non Dwelling Calculated Demand Load is arrived upon by summing the following: VOLTAGE 2081120V 1 PHASES 1 Art— JAMPERERATING,200A SC RATING:10K MAIN:MAINLLKa 635 SOUTH 100 EAST Lighting Load @ 125% 10786 VA NEMA RATING:1 MOUNTING:FLUSH SERVICE ENTRANCE RATED NO LOGAN,UTAH 84321 1 ST 1GkVA of Rec.@100%remainder@50% 27804 VA LOADS: Amps VA LOADTYPES: 5-KITCHEN REMARKS: T435753,2850 RIASEA'. 6 740 1=LIGHTING 6=EVCS EACH BREAKER IS TO BE UNIQUELY IDDMFI13D IN A MANNER THAT DISTINGUISHES 7 FROM ALL OTHER F435 753.2851 3 DOWNSPOUT HEAT TRACE Miscellaneous Loads @ 125% 72094 VA C2024 CARTWRIGHT Largest Motor 125°/a 72051 RHASEB'. 8 1000 2=RIEDESTACLES 7=SBBFEETYXFMR BREAKERS SCALE:N.T.S @ RHASEC'. 8 2740 3=MISC WWW.CARTWRIGHTENGINEERS.COM Remainder of Motor Load@100% VA TOTAL 2740 4=MOTOR A"I IT-11 Kitchen @ 100% VA WRE WIFEEVCS Load @ 125% VA (VA) LOADSERVED NOTE GAUGE TYPE POLES NO PU15E NO POLES TYPE GAUGE NOTE LOAD SERVED (VA) REVISIONS SUM of non living space calculated demand load 182736 VA 540 REK; 12 2 20 1 1 A 2 20 1 1 12 LTG 200 1000 HEATTRACE 12 3 20 1 3 B 4 20 1 SPARE 2,24.25 CITY COMMENTS Load kVA 183 1000 HEATTRACE 12 3 20 1 5 C 6 20 1 SPARE AMP 507 SPARE 20 1 7 A 8 20 1 SPARE TOTAL DEMAND LOAD AT 1201208V 3-PHASE TOTAL KVA 183 SPARE - 20 1 9 B 10 20 1 - SPARE AMPS 507 SPARE - 20 1 11 C 12 20 1 - SPARE FEne SPARE - 20 1 13 A 14 20 1 SPARE SPARE 20 1 15 B 16 20 1 SPARE SPARE 20 1 17 C 18 20 1 SPARE SPARE 20 1 19 A 20 20 1 SPARE SPARE 20 1 21 B 22 20 1 SPARE COMcheck Software Version COMcheckWeb COMcheck Software Version COMcheckWeb SPARE 20 1 23 C 24 z0 1 SPARE SPACE - - 25 A 26 - - SPACE SPACE - - 27 B 28 - - SPACE Interior Lighting Compliance Certificate Exterior Lighting Compliance Certificate SPADE 29 C 30 - - SPACE SPACE31 A32 SPACE SPACE 33 B 34 SPACE nN/, SPACE 35 C 36 SPACE fOrolatiOn Project Information SPACE - - 37 A 38 - - SPACE SPACE 39 B 40 SPACE 20181ECC Energy Code: 2018IECC Comfort Care Dental Prject Title: Comfort Care Dental New Construction Project Type: New Construction LOADING BV TYPE CONNECTED NBC CDEDEMANDFACTOR DEMAND NOTES: Exterior Lighting Zone 2(Residential mixed use area(LZ2)) GUEST ROOMLIGHTING OVA 22U42 SEELOADSUMMARY OVA L=DENOTES LOCKABLEBREAKER LIGHTING 200 VA 210-19 125% 250 VA G=DENOTES'GFCI'BREAKER Wite: Owner/Agent: Designer/Contractor: RECEPTACLES 540 VA 22044 1okVA@100%,ESE@50% 540 VA F=PROVIDEWTTH RED MARKING,LABELING,AND BREAKER LOCK Z Construction site: Owner/Agent: Designer/Contractor: MISC. 2000 VA 220-60 100% 2"VA J MOTOR LA RGEST MOT.. OVA 220-50 100%+LARGEST.25% OVA LC=DENOTES CIRCUIT ROUTED THROUGH LIGHTING CONTACTOR Additional Efficiency Packages) Credits:1.O Required 1.0 Proposed Allowed Exterior Lighting Power KMCHE1N #OF UNITS: OVA 22U56 TABLEz20.z0 OVA LU Reduced Lighting Power,1.0 credit A B C D E EVCS OVA 62541 125% OVA Z Allowed Interior Lighting Power Area/Surface Category Quantity Allowed Tradable Allowed Watts TOTAL 8A 8A C A B C D Watts/ Wattage (B X C) 0 (nz> wam/fez wars Area Category Floor Area Allowed Al Wafts Parking area 12881 ft2 0.04 Yes 515 z — Total Tradable Watts(a)= 515 PANELBOARD SCHEDULE 1-Health Care-Clinic 5312 0.74 3920 Total Allowed Watts= 515 PANE-:H1 LOCATION: VOLTAGE 208/120V PHASE3 WIRE4 AMPERERATING:100A SC RATING:22K MAIN:MAIN LUG Total Allowed Watts= 3920 Total Allowed Supplemental Watts(b)= 400 y (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. NEMA RATING:3R MOUNTING:SURFACE SERYIDE ENTRANCE RAT®:NO W Proposed Interior Lighting Power (b)A supplemental allowance equal to 400 watts may be applied toward compliance of both non-tradable and tradable LOADS: Amps VA LOAD TYPES: 5=KITCHEN REMARKS: J A B C D E areas/surfaces. RHASEA: 3 340 1=LIGHnNG 6=EVCS EACH BREAKER IS TO BE UNIQUELY IDENTIFIED IN A MANNER THAT DISTINGUISHES IT FROM ALL OTHER Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Proposed Exterior Lighting POWer PHASE B: 0 0 2=RECEPTACLES 7=SUEFEEDI BREAKERS Q Fixture Fixture Watt. p g g A B C D E RHASEC 0 0 3=MISC Fixture ID:Description/Lam /Watta a Per Lam /Ballast Usual #Of Fixture (C X D) TOTAL: 340 4=MOTOR IJJ 1-Health Care-Clinic P 9 P LED:RI Other: 1 100 14 1400 Fixture Fixture Watt. LOAD WIRE L D PO T O A LAD WIRE LAD LED:Tl:Other: 1 22 43 946 (VA) LMDSFRV BD [NOTE GAUGE TYPE POLES NO RASE NO POLES PORE GAUGE NOTE LOAD SFRV BD (VA LED:1 Other: 1 1 2] 27 Parkin0 area(12881 ft21:Tradable Wattaoe 340 LTG-IXTERIOR 1- 1 20 1 1 A 2 - - - SPACE LED:P2:Other: 1 2 21 54 LED:D1:Other: 1 4 135 540 SPARE - 20 1 3 B 4 - - SPACE LED:I Other: 1 3 ]5 225 LED:Other: 1 20 17 340 SPARE - 20 1 5 C 6 - - - SPACE J LED:Al:Other: 1 11 35 385 Total Tradable Proposed Wads= 880 SPARE - 20 1 7 A 8 - - SPACE Q SPARE - 20 1 9 B 10 - - SPACE Total Proposed Watts= 3037ExterillLighting14%betterthe,code SPARE 20 1 11 C 12 SPACE Interior Lighting PASSES: Exterior Lighting Compliance SPARE - 20 1 13 A 14 - SPACE Design Statement SPARE - 20 1 15 B 16 - - SPACE F Interior Lighting Compliance Compliance Statement:The proposed exterior lighting resign represented in this document is consistent with the building plans, SPARE - 20 1 17 C 18 - - SPACE Statement specifications,antl other calculations submitted with[his permit application.The proposed eMeri^r lighting systems have been SPARE - 20 1 19 A 20 - - SPACE Compliance Statement:The proposed interior lighting design represented in this document is consistent with the building plans, designed[o meet the 2018 IECC requirements in COMcheck Version COMchsckWeb and to comply with any applicable IJ,I specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been mandatory requirements listed in the Inspection Checklist. designed to meet the 20181ECC requirements In COMcheck Version COMcheckWeb and to comply with any applicable LOADING BY TYPE CONNECTED N�CODE DEMANDFACTOfR DEMAND NOTES: W on-daory requirements listed in the Inspection Checklist. .Vi FwinA-rlR ap— .Vl.,.;f:.,.a 9/94/9095 GUEST ROOM LIGHTING 0VA 220-42 SEELOADSUfaMARV OVA L=DENOTES LOCKABLE SPEAKER Name-Title Signature Date LIGHTING 340 VA 210-19 125% 425 VA G=DENOTES'GFCf BREAKER. Levi EwinD-Designer .f.rLf,"m e,n9 9194/202F RECEPTACLES OVA 220-44 10kVA 9100%,BSE@50% OVA F=PROVIDEWITH RED MARKING,LABELING,AND BREAKER LOCK Name-Title Signature Date MISC. OVA 220-60 100% OVA MOTOR LARGESTMOT: OVA 220-50 100%+LARGEST.25% OVA LCDBNOTES CIRCUIT ROUTED THROUGH LIGHTING CONTACTOR KITCHEN #OF UNITS. OVA 220-56 TABLE220.20 OVA EVCS 0 VA 625-41 125% OVA TOTAL 1A 1A SHEET NUMBER Project Title: Comfort Care Dental Reportdate:0212412: Project Title: Comfort Care Dental Report date:0224/25 m �— E3.0 Data filename: Page 1 of Data filename: Page 2 of 6 CITY APPROVED PLANS D C ENGINEERING DATE rm w/o'_,_Pa•�� ;SnE L",S,a,mG Dynamic solutions. PLANS MUST BE ON LOB SITE www.dargirtunirg.eet 24 FOR ALL INSPECTIONS SEPTLT 208.288.2181 Projed:24SU01 2024 Page 31 of 62 PROJECT NAME: A NEW FIRE EXTINGUISHER REQUIREMENTS PROFESSIONAL IAW 2018 IFC 906 and NFPA 10,2018 ed. OFFICE Install portable fire extinguishers with a BUILDING minimum rating of 2A-10B:C. LICENSED ARCHITECT AR 985W3 The travel distance from an extinguisher shall not exceed 75 feet. 1-2-2025 JUSTIN M. CAMPBELL STATE OF IDAHO FIRE EXTINGUISHER MOUNTING IAW 2018 IFC 906.9 PROPERTY LOCATION: Extinguishers weighing 40lbs or less shall be installed so that the top is CANYON TRAILS not more than 5 feet above the floor SUBDIVISION and bottom is no less than 4 inches NO, 5 from the floor.The extinguisher must be mounted in a conspicuous BLOCK 13 location unobstructed from view in LOT 20 the normal path of egress. TWIN FALLS, COUNTY TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT EXIT NO.I NO.2 NO.5 NO.4 NO.5 NO.b 9 OCCUPANTS 4 PROJECT ADDRESS: ♦m 418 Y PARK VIEW I-I LOOP I � I II I DRAWING TITLE: IQ I � MAIN LEVEL EXIT =______�_______ _______�_______ _______�_______ _______�_______ _______�_______ i EXIT 7 OCCUPANTS I PLAN 0 CORRIDOR Y --------------{------------------{-----------------�---- -- -- CONTRACTOR: EXIT EXIT 3-O m ------- ------- ---------------------------- i——�I TRAVEL DISTANCE = 59' 0" N I I o' -------------------- ��% CORRIDOR HYGIENE W ACCE551BLE ACGE551BLE I NO I Q REST ROOM REST ROOM CARTS ;; STERILIZATION I I � J I Y _ 4 ® ® OFFICE LAB I m 3'-O" 3'-O" m _______________________ F.E.G. I I O�I O CC WAITING � �________�_ STORASE L CARTS HYGIENE D ROOM ACCESSIBLE p I REST ROOM " NO.2 N OFFICE GO(�RIDOR DENTAL HYGIENE I LEASE F.ec.I SPADE OCCUPANCY - B \ oSTORASE 'O I 100 PROJECT ARCHITECT 4,520 SQ. FT. \ I ACCESSIBLE I i // \ I REST ROOM I OCCUPANCY - B 50 OCCUPANTS o I 2,645 SQ. FT. .gyp u 3A i CORRIDOR \\ 3 I II PANo I AR/ RIGA WAITING ROOM = 21 OCCUPANTS �' I O� 18 OCCUPANTS I / � \ I W ARCHITECTS&ENGINEERS 635 SOUTH 100 EAST \ I p ■ IIyII HYGIENE LOGAN,UTAH 84321 FILLERE I w ---L U l NO.5 T435753.2850 \ ] --- l F435 753.2851 \ I ¢ I ©2024 CARTWRIGHT \L J EXIT WWW.CARTWRIGHTENGINEERS.COM CORRIDOR I ; I 0 0 I� RECEPTION 3,_ MEDICAL CONSTULATION SAS I HYGIENE NO.4 CHECK-IN OFFICE ; y I u 121II'13 il'141u1 016 ii q_O I II I II j __ II II II II I EXIT TIBULE _______ r u= II I 28 OCCUPANTS 3'O \I/ Iii Iii Iii Iu it JANITOR I 11 001 lI I M SIENE BUSINESS 11 -7 1i — Ili ,r—ue—, I I NO.5 II I 1 STORASE >>Iu 10;Ii 9 i1i 8 i1i T i1i 6 5::4::3 Iu 2 i1l 1 Ili I Il ---------------------- DENTAL I EQUIPMENT MECHANICAL I ROOM EXIT I II OC r41EXIT EKITTS 7 OCCUPANTS FROM UPPER LEVEL 15 OCCUPANTS FROM MAIN LEVEL 7 OCCUPANTS FROM BASEMENT LEVEL 29 OCCUPANTS Storage IAW 2018 IFC 315 TOTAL 1 HR RATED MED FIRE EXTINGUISHER CABINET Storage shall not exceed 12 feet in GAS ROOM r MAIN LEVEL EXIT PLAN height and not be used for High Piled LARSEN SEMI-RECESSED CABINET#AL-2409-R3 Storage as defined in 2018 IFC Ch.32. 50"x 42"DRAWING SCALE: 1/4"= I'-0' OR APPROVED EQUAL Combustible storage in buildings shall be orderly and separated from heaters TRAVEL DISTANCE or heating devices by distance or ------------}---- shielding so that ignition cannot occur. Combustible storage shall not be stored SHEET NUMBER in boiler rooms,mechanical rooms,or CITY APPROVED PLANS EP1 electrical equipment rooms. �������������� NORTH VLANS MUST BE ON lOB SITE FOR ALL INSRECTIONS DATE 12 DECEMBER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING LICENSED ARCHITECT AR 985693 1 III E m noa 1-2-2025 l o u JUSTIN M. ELL STATETE OF OF IDAHO O 3 e PROPERTY LOCATION: CANYON TRAILS DENTAL OFFICE m�,mnw SUBDIVISION STAFF 304.WHEELCHAIR TURNING SPACE a ROOM I OCCUPANCY - B NO. 5 920 SQ. FT. —Mw o 7 OCCUPANTS BLOCK LOT 203 TWIN FALLS, F E.c. I z COUNTY PROJECT ADDRESS: a R 418 ACCESSIBLE 1 41 PARK VIEW MECHANICAL REST ROOM W ��®�� LOOP w ROOM UKQz O. odN4' I _ � EMPLOYEE LOCKERS DRAWING TITLE: LANDINfJ qj14 UPPER II I II II I II DOWN I STAFF STACK ,� w, � LEVEL WASHER I ROOM DRYER 305.CLEAR FLOOR OR GROUND SPACE EXIT L--III Ili lii f,7 STACKPLAN 11 li 10j 9 it 6 ii S i 4 ill 3 Ili 2 lii 1 Ili PRYER R CONTRACTOR: FN *�. l .1 L I � —A � N wm�mµo.we W UPPER LEVEL EXIT PLAN 306.KNEE CLEARANCE 308.REACH RANGES O J 30"x 42"DRAWING SCALE:I/4"=I'-O" D Ijhy�I Il�ull///—i ml m om F TRAVEL DISTANCE __________ Fr __�____ �vmtre000v� I I 8 � p L FIRE EXTINGUISHER CABINET o� LARSEN SEMI-RECESSED CABINET#AL-2409-R3 n�xr OR APPROVED EQUAL PROJECT ARCHITECT ARCHITECTS&ENGINEERS 635 SOUTH 100 EAST LOGAN,UTAH 84321 2 0 F435 753.2851 C20 CART ©2024 CARTW RIGHT W W W.CARTW RIGHTENGINEERS.COM 404.DOORS AND DOORWAYS 404.DOORS AND DOORWAYS CITY APPROVED PLANS SHEET NUMBER "� EP2 PIANS MUST BE ON JOB SITE FOR ALL INSRFRIONS NORTH DATE 12 DECEMBER 2024 58W49'52"N 174, r—._—.--.--.--.--.--.--.--.--.--.—_._—.--.--.--.—_._—.--.--.--.— I I TREES - -- Y L U NONE OC ST RED SUNSET MAPLE COLUMNAR OAK .� W IN EEP G WHITE SPRUCE CUPRESSINA SPRUCE Title 10 1 -12 Required Y: Improv m nts to be completed al Certificate of +`a + Occup /- /� ,j SLARURS; PERENN�A� 15. GRASSES Site Lar d capingRequired: 3 trees 15 shru s RED KNOCKOUT ROSE +1 tree in each terminus/parkin land=6 I Gate Arterial Landscapi 13 trees 67 shrubs ;-, GOLD FLAN ESP REA .�-, � to be pl in ed on property on P ine Rd side LINELIGHT HYDRANGEA Parking L t Lighting required:yes Parking 33 spaces 19 BLOOI"IERANG LILAC Trash Enclosure:Enclosed to obscure from adjacent street a d properties. ® DWARF BURNING BUSH 110 LOW GRO SUN AC DWARF NUGHO PINE _ WALKERS LOW CATI"IINT Q y TOR SPIREA r ® BOXWOOD -- KARL FOERSTER FEATHER REED GRASS 0 BLUE OAT GRASS DWARF HAI"ILN FOUNTAIN GRASS NEW DENTAL s 0 BLACKEYE SUSAN OFFICE Fire hydrants(FH)and fire department connections " (FDC)shall be kept cle ar l veather,all hour, PARKWAY LOOP ---- --- -----� emergency access. FH shall have a 6'diameter clear area and FDC shall have a 3'path of clearance from TWIN FALLS/ ID the emergency access road to the FDC on the bldg. DECORATIVE GRAVEL (PERNA BARK) LANDSCAPE PLAN .4 DECORATIVE GRAVEL (RIVER ROCK) I I_ STEEL EDGING B/W GRAVEL TYPES _ - LANDSCAPING lk { 4 - ® STEEL EDGING B/T LAWN AND BEDSL I"— O'BRUCE °T GNRISTENSEN 0 'A06L F , aEn®Br ycET ro � � � CITY APPROVED PLANS -- — �-- 1— �-- CLANS MUST BE ONIOBSITE N89'49'52 I - EOBALL INSCERIONS �`TE6 PROJECT NAME A NEW PROFESSIONAL OFFICE BUILDING HVAC GENERAL NOTES: PLUMBING GENERAL NOTES: I. VERIFY ALL PROJECT SITE DIMENSIONS AND I. PROVIDE ALL LABOR,MATERIAL,AND EQUIPMENT TO ' CONDITIONS PRIOR TO COMMENCEMENT OF WORK. CONSTRUCT A COMPLETE AND OPERABLE PLUMBING SYSTEM AS SHOWN.ALL PERMITS AND APPLICABLE FEES SHALL BE 2. ALL APPLICABLE BUILDING CODES SHALL BE INCLUDED. FOLLOWED FOR PERFORMANCE OF THI5 WORK. COMcheck Software Version 4.1.5.5 2. ALL INSTALLATION OF THE PLUMBING SYSTEM SHALL COMPLY Mechanical Compliance Statement 3. INSTALLATION OF ALL DUCTWORK SHALL FOLLOW WITH ALL JURISDICTION ADOPTED CODES.LOCAL,STATE, Mechanical Compliance Certificate Compliance Statement.,The proposed mechanical design represented in this document is consistent with the building plans, APPLICABLE 5MACNA STANDARDS, UNIFORM,OR INTERNATIONAL CODES IN EFFECT AT THE specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been BEGINNING OF THE PROJECT CONSTRUCTION SHALL GOVERN designed to meet the 90.1(2013)Standard requirements in COMcheck Version 4.1.5.5 and to comply with any applicable PROPERTY LOCATION: mandatory requirements listed in the Inspection Checklist. 1� 4. FLEX DUCT LENGTH SHALL NOT EXCEED G FT. PROJECT REQUIREMENTS. Project Information Trent Hall-Mechanical Engineer -Yr 12/5/2024 5. DUCT DIMENSIONS SHOWN ON THE DRAWINGS 3. ALL INSTALLATION SHALL BE COORDINATED WITH ALL OTHER CANYON TRAILS Name-Title Signature Date INDICATE IN51DE FREE AREA.DUCT LINER SHALL BE TRADES.CONFLICTS WITH ALL OTHER TRADES SHALL BE SUBDIVISION Energy Code: 90.1(2013)Standard ADDED TO OVERALL DIMENSION OF THE DUCT. RESOLVED BEFORE FABRICATION AND INSTALLATION OF ALL Project Title: Comfort Care Dental NO. rj Location: Twin Falls,Idaho MATERIALS AND EQUIPMENT. Climate Zone: 5b G. SPECIAL CONDITIONS APPLY TO ALL DUCTWORK AND BLOCK 13 Project Type: New Construction PIPING PASSING THROUGH FIRE RATED WALLS.SEE 4. CONTRACT DRAWINGS ARE SHOWN AS A GENERAL DE51GN IN LOT 20 APPLICABLE PIPE CODE FOR PIPE STOPPING ARRANGEMENT AND INTENT.CONTRACTOR SHALL BE REQUIREMENTS. RESPONSIBLE FOR MAKING MINOR ADJUSTMENTS AS MAY BE Construction Site: OwnedAgem: Designer/Contractor, REQUIRED TO MAKE A COMPLETE AND OPERABLE SYSTEM.ALL 418 Park View Loop Cartwright Architects&Engineers Gate City Engineering Services 7. ALL REQUIRED MECHANICAL AND ELECTRICAL MAJOR DEVIATIONS IN COMPONENT 51ZE AND EQUIPMENT TWIN FALLS, Twin Falls,ID 635 S 100E 340 E Clark St EQUIPMENT AND DEVICE ACCESSES SHALL BE VARIATIONS FROM THE CONTRACT DRAWINGS SHALL HAVE COUNTY Logan,UT Pocatello,ID 83204 Log MAINTAINED TO THE APPLICABLE CODES FOR ALL PRIOR APPROVAL BY THE CONSULTING ENGINEER. PROJECT ADDRESS: Mechanical Systems List MECHANICAL ITEMS SHOWN. Quantity System Type&Description 5. ALL SYSTEM COMPONENTS MAY NOT BE SHOWN ON THESE 418 2 F/Cu-1,2(Single Zone): 8. REFER TO ELECTRICAL DRAWINGS FOR MOUNTING DRAWINGS.CONTRACTOR SHALL BE RESPONSIBLE FOR PARK VIEW Heating:1 each-Central Furnace,Gas,Capacity=110 kBtu/h HEIGHTS OF THERMOSTATS. COMMUNICATION WITH OTHER TRADES AND COORDINATION OF Proposed Efficiency=96.00%EL Required Efficiency:80.00%Et(or 78%AFUE) ARCHITECTURAL,MECHANICAL,AND ELECTRICAL DRAWINGS. LOOP Cooling:l each-Split System,Capacity=53 kBtu/h,Air-Cooled Condenser 9. MECHANICAL OPERATION AND MAINTENANCE Proposed EfficiencyFASYSTEM 0 SEER,Required Efficiency:ate HP method): MANUALS SHALL BE PROVIDED IN A THREE RING G. NOT EVERY OFFSET,BEND OR ELBOW ARE SHOWN ON THE Fan System:FAN SYSTEM 1--Compliance(Motor nameplate HP method):Passes BINDER CONTAINING SUBMITTALS,INSTRUCTIONS, DRAWINGS DUE TO THE DIAGRAMMATIC INTENT AND SCALE OF Fans: AND WARRANTY(3)REQUIRED. THE DRAWINGS.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FAN 1 Supply,Constant Volume,2000 CFM,1.0 motor nameplate hp,0.0 fan efficiency grade EQUIPMENT LOCATIONS WITH ALL OTHER DRAWINGS AND 1 F/CU-3(Single Zone): 10. ALL MECHANICAL SYSTEMS SHALL BE TESTED, TRADES. MECHANICAL Heating:leach-Central Furnace,Gas,Capacity=44 kBtu/h ADJUSTED,AND BALANCED BY CERTIFIED COVER SHEET Proposed Efficiency=96.00%Et,Required Efficiency:80.00%Et(or 78%AFUE) PROFESSIONAL TESTING AGENCY(NEBB).REPORT 7. ALL EQUIPMENT,FIXTURES AND COMPONENTS SHALL BE Cooling:teach-Split System,Capacity=29 kBtu/h,Air-Cooled Condenser REQUIRED BEFORE FINAL INSPECTION. INSTALLED PER THE MANUFACTURES WRITTEN INSTRUCTIONS Proposed Efficiency=14.50 SEER,Required Efficiency: 13.00 SEER Fan System:FAN SYSTEM 2--Compliance(Motor nameplate HP method):Passes AND RECOMMENDATIONS.ALL TRANSITIONS,VALVES AND ANY OTHER REQUIRED DEVICES SHALL BE INSTALLED TO MAKE A Fans: MEChANICAL LEGEND COMPLETE SYSTEM. CONTRACTOR: FAN 2 Supply,Constant Volume,1000 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade 1 FC/HP-1(Single Zone): SYMBOL DESCRIPTION 8. ALL EQUIPMENT AND PIPING SHALL BE BRACED TO MEET Split System Heat Pump DUCTWORK SEISMIC REQUIREMENTS PER THE LOCAL IDENTIFIED ZONE.ALL Heating Mode:Capacity=12 kBtulh, BRACING SHALL BE INSTALLED IN ACCORDANCE WITH THE Proposed Efficiency=11.50 HSPF,Required Efficiency=8.20 HSPF CONCENTRIC SQUARE TO ROUND ADOPTED EDITIONS OF UBC,AND IUPC STANDARDS. Cooling Mode:Capacity=9 kBtu/h, TRANSITION W Proposed Efficiency=28.00 SEER,Required Efficiency: 14.00 SEER Fan System:FAN SYSTEM 3--Compliance(Motor nameplate HP method):Passes MOTORIZED DAMPER 9. ALL DOMESTIC WATER PIPING SHALL BE DISINFECTED AND Fans: FIRE DAMPER FLUSHED PER AWWA CG5 I OR CG52 STANDARDS. J FAN 3 Supply,Constant Volume,335 CFM,0.1 motor nameplate hp,0.0 fan efficiency grade MANUAL VOLUME DAMPER 10. ALL PIPING SHALL BE INSTALLED FOR PROPER EXPANSION AND m 2 EWH-1(Single Zone): MOVEMENT. Heating:1 each-Other,Electric,Capacity=5 kBtu/h $ SWITCH No minimum efficiency requirement applies r THERMOSTAT I. ALL SANITARY SEWER PIPING SHALL BE ABS,OR PVC Fan System:FAN SYSTEM 4--Compliance(Motor nameplate HP method):Passes Fans: ® SUPPLY DIFFUSER 12. ALL DOMESTIC WATER PIPING SHALL BE TYPE L COPPER OR PEX FAN 4 Supply,Constant Volume,50 CFM,0.1 motor nameplate hp,O.O fan efficiency grade PIPING. RETURN GRILLE 1 WH-1 Ga . ® EXHAUST GRILLE Gas Storage Water Heater,Capacity:48 gallons,Input Rating:60 kBtu/h w/Circulation Pump No minimum efficiency requirement applies G GAS LINE PLUMBING LEGEND Project Title: Comfort Care Dental Report date: 12/05/24 Project Title: Comfort Care Dental Report date: 12/05/24 SYMBOL DESCRIPTION Data filename: C:\Users\thall\OneDrive\Documents\COMcheck\Comfort Care Dental.cck Page 1 of 14 Data filename: C:\Users\thall\OneDrive\Documents\COMcheck\Comfort Care Dental.cck Page 2 of 14 VTR VENT THRU ROOF PROJECT ARCHITECT V COT- L AN uGRADE WC--0 ARTWR/GH CO CLEANOUT ARCHITECTS&ENGINEERS PIPE RISE 635 SOUTH 100 EAST C PIPE DROP LOGAN,UTAH 84321 BALL TYPE ISOLATION VALVE T435753.2850 �jNATURAL GAS REG 435 753.2851 c PI 02024 CARTWRIGHT RDO-ROOF OVERFLOW DRAIN PIPING WWW.CARTWRIGHTENGINEERS.COM RD ROOF DRAIN PIPING PROJECT MANAGER L OR WASTE PIPING DOM=l COLD WATER PIPING OSA Calculation BALANCE REPORT TO BE PROVIDED BEFORE FINAL INSPECTION. Outdoor Zone Air Dist. Total #of People Outdoor Breathing Zone Zone# Zone Name Zone Classification Area (ft2) [A]** Airflow/Person Effectiveness Z [PZ]* [R ]* Airflow/SgFt [Ra]* OSA [BZ] [EZ]*** Required OSA P 1 Entry/Reception Offices: Reception areas 767 23.01 5 0.06 161.07 1 161 2 Office Spaces/Breakroom Offices: Office space 1129 6 5 0.06 96 1 96 3 Hygiene/Treatment Rooms Hospitals,nursing,convalescent homes: Patient Rooms 1390 14 25 0 348 1 348 4 Corridors/Restrooms/Storage Public Spaces:Corridors 1234 0 0 0.06 74 1 74 4520 43 --- --- 679 --- 679 * Data from 2018 IMC Table 403.3 Occupant Density or from Project PROJECT NO.2472 ** Data from Project C PRO, *** Data from 2018 IMC Table 403.3.1.2 Total OSA for Pro]ect: 679 GI"FFa o 6159 o x 9TF OF \QQ RON D.RtC�` SHEET NUMBER CITY APPROVED PLANS Gate City ORIGINAL DRAW SIGNED BY:RON D.RICE .EEO Penewe0� DATE ORIGINAL SIGNED: 12/11/2024 1.1 PLANS MUST BE ONIOB SITE ENGINEERING SERVICES FOR ALL INSRERIONB 3 4 0 E. C L A R K S T. ORIGINAL ON FILE AT DATE PO CATELLO, TO 83204 340 E CLARK ST,POCATELLO,IDAHO 83204 24 2 0 8 2 2 1 9 5 0 6 SEPTEMBER 2024 Page 35 of 62 PROJECT NAME A NEW PROFESSIONAL OFFICE BUILDING PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 0 TWIN FALLS, O O O O O O COUNTY PROJECT ADDRESS: 418 rri 4XIOSA n IOX105A PARK VIEW Q LOOP X 12X10 05A l9 CAPPED 1 2X 10 05A DUCT FOR Q ------I 2"0 OSA----- --10`0 05A-- FUTURE TENANT IMPROVEMENT CRAWL Ln CONNECTION.51ZED FOR 440 N 0 0 0 0 0 0 CFM MAXIMUM. SPACE =1 I OX 10 RA I9 i =1 14X 10 RA i I OX I 0 RA HVAC BPD i i BPD RG_ PLAN ZD x I A ri I I �j ri I 2 CONTRACTOR: ri I �� rr I �l 2A 22X 14 5A 22X 14 RA 22X 14 RA 22X 14 5A *j(D k==k SGOI F 2 F 2 5 G5 I o N O 2 I ro v v 0 0 — m 0 - 0 ---------------------— j ----------------------- N I_ C N O U) _ O co N CC X ------------I 0"�RA------------ - - CRAWL G O `� OI SPACE D ————-I 2"O RA-—------ j — I 0 j II PROJECT ARCHITECT II ARTWR/GN O ARCHITECTS&ENGINEERS O l/ O 635 SOUTH 100 EAST LOGAN,UTAH 84321 ----------- j T435 753.2850 435 753.2851 ((� O 02024 CARTW RIGHT O WW .CARTWRIGHTENGINEERS.COM N PROJECT MANAGER II Q CRAWL - 0 SPACE II — 0 In OO ---------- Q - _ O II LO 12X10 5A , 0 j II II 0 ------- j j II II II II II II RG-I Ir---r j L I KEY NOTES: I. ROUTE DUCTWORK UP TO SUPPLY OR RETURN GRILLE.SEE SCHEDULE FOR RUN-OUT SIZE. 2. CONNECT SIZE NOTED 05A DUCT TO RA ON FURNACE WITH 1 2V MOTORIZED AND VOLUME DAMPER.BALANCE TO CFM INDICATED N FURNACE SCHEDULE.SEE HVAC DETAILS ON M4 FOR NSTALLATION REQUIREMENTS. 3. INSTALL 24X20 INTAKE LOUVER EQUAL TO RU5KIN ELF375DX WITH A MINIMUM FREE AREA OF 1.8 SQUARE FEET.PROVIDE WITH BIRD SCREEN AND FLANGE AS APPROPRIATE FOR EXTERIOR PROJECT NO.2472 CONSTRUCTION.COORDINATE COLOR WITH ARCHITECT OF CRAWL SPACE HVAC PLAN RECORD. NORTH 30" x 42"DRAWING SCALE: 1/4"= 1'-O" REO PROFF 6159 o x vTF OF \QQ RON D. SHEET NUMBER CITY APPROVEDPlANS Gate City ORIGINAL DRANNG SIGNED BY:RON D.RICE M1 DATE ORIGINAL SIGNED: 12/11/2024 RLANS MUST BE ON IOB SRE ENGINEERING SERVICES FOR ALLINSRERIONS 3 4 0 E. C L A R K S T. ORIGINAL ON FILE AT DATE PO CATELLO, IO 83204 340 E CLARK ST,POCATELLO,IDAHO 83204 24 2 0 8 . 2 2 1 . 9 5 0 6 SEPTEMBER 2024 Page 36 of 62 PROJECT NAME A NEW PROFESSIONAL OFFICE BUILDING PROPERTY LOCATION: CANYON TRAILS SUBDIVISION CU U � NO.3 HP K 3 O LOT 20 10"00 G"0O OOG"0O TWIN FALLS, COUNTY ® ® TREATMENT ® TREATMENT ® I ® TREATMENT ® TREATMENT FG-2 TREATMENT FG-2 NO. 2 I FG-2 No. 3 FG-2 FG-2 No. 5 FG-2 N0. 6 PROJECT ADDRESS: 1G5 NO 1 j 65 65 165 165 175 418 PARK VIEW LOOP j I I TREATMENT - EF I NO. 4 2 I (ZD- A j MAIN T LEVEL RG-I j RG-I I RG-I RG-I � RG-I RG-I HVAC I j PLAN Q CORRIDOR j w I CONTRACTOR: o I ACCESSIBLE REST ROOM OFFICE _ i _____ _______ HNGOIENE Q. EG-I CORRIDOR 70 I STERILIZATION W (fYP.OF 3) ACCESSIBLE - FG- CARTS EF 'FG-I REST ROOM I 75 TK-I 50 FG- I FG- AB i 50 50 50 i G- I FG-2 EF -0 __ O_ 120 m 3 RG 3 (ZD- B) O� RG-I L- STORAGE C ACCESSIBLE CARTS FG-1 HYGIENE L REST ROOM 85 NO, 2 D OFFICE (!) FG-3 FG-I 240 75 ® LEASE PANO CORRIDOR SPACE EF FG-2 WAITING RG-2 FG 2 STORAGE E I 1 20 PROJECT ARCHITECT 130 EF ARTWR/GH RG-3 a() YRFT SSIBLEARCHITECTS&ENGINEERS ROOM HYGIENE LOGAN,63 TH UTA 8EAST ®® NO. 3 To35A 53.288084321 FG-3 (ZD-I B T (ZD-2A) T FG-I MED GAS ROOM TO BE 435 753.2881 EXHAUSTED AT RATED OF 1 CFM 02024CARTWRIGHT 240 5O WW .CARTWRIGHTENGINEERS.COM I CORRIDOR ® PER SO.FT. DUCT TO BE ENCLOSED IN A 1 HR.RATED PROJECT MANAGER 120 SHAFT. PER IMC SECTION 502.9.1 EWH �® RECEPTION 00 2 FG-I CONSTULATION O HYGIENE 90 CHECK-IN % ® OFFICE FG-I `G-I 75 MEDICAL GAS 130 85 II II II II IVI IIII IIII III IIIIII IIII II 4Z� FG -2 FG-I r 701, 120 90VESTIBULE NITOR FG-2 FG-2 FG-I FG-I LANDING O0 150 140 50 HYGIENE BUSINESS NO, 5 STORAGE -- m ----- IL_J MECHANICAL I PC ROOM FG-2 EWH FIG I 120 KEY NOTES: I 85 1. PER DENTAL EQUIPMENT PLUMBING DRAWINGS,MAXIMUM Oc� MEDICAL GA5 5TORAGE QUANTITIE5(CUBIC FEET)TO BE A5 FOLLOWS: DENTAL EQUIPMENT 1. (2)G TANK5 OF N20 @ 1,000 FT3 2. (4)H TANKS OF 02 @ 1,000 FT3 13. TOTAL STORAGE= 2,000 FT3 PER NFPA 99,VENTILATION OF THE ROOM 15 NOT REQUIRED DUE TO TOTAL STORAGE BELOW THRESHOLD OF 3,000 FT3. 2. ROUTE 51ZE NOTED EXHAU5T DUCT TO SOFFIT EXHAUST VENT. MAIN LEVEL HVAC FLOOR PLAN PROJECT NO.2472 30" x 42"DRAWING SCALE: 1/4"= 1'-O" NORTH �' �E�) PRO, �G I N FM- `rU, I 6159 o - x vTF OF \QQ RON D. CITY APPROVED PLANS Gate City SHEET NUMBER n....m� ORIGINAL DRAVNNG SIGNED BY:RON D.RICE ML PLANS MUST SPEC JOB SITE DATE ORIGINAL SIGNED: 12/11/2024 FOR ALL INSPECTIONS ENGINEERING SERVICES 3 4 0 E. C L A R K S T. ORIGINAL ON FILE AT DATE PO CATELLO, ID 83204 340 E CLARK ST,POCATELLO,IDAHO 83204 24 2 0 8 . 2 2 1 9 5 0 6 SEPTEMBER 2024 Page 37 of 62 PROJECT NAME A NEW PROFESSIONAL OFFICE BUILDING PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 F- --� C-_ 3 C-_ C-_ C-- 3 C__ ] C---T TWIN FALLS, F 1r-- -lr-- -lr-- -lr-- �r-- - COUNTY I I II II II II �� I I II II II II PROJECT ADDRESS: I I II II II II II I I L� II II II II II L 418 r II II II II II I -------J L-------7 L-------7 L-----7 C ---�� PARK VIEW I LOOP I II II II II 11 I I Li II II II II 11 I I - rl II II II II 11 I I UPPER I I II II II II �� I I ----� u C---- C---- C LEVEL ----� u C---- ----� fl HVAC II u PLAN II CONTRACTOR: II ---______--------PL _ -FL - � c------- , C--------------� C-------------- LJ I I I I II Ij jl II II 11 I I I I I I II 11 II II II 11 I I Fl W I I I I II 11 II II 11 I I Q l u LI J I I II II 11 I I n n FT Q u m I I r--� C--------------- r---------11 L_--� LL----------------- JJ I I I I II r 1 LJ --, Li L J n LJ D n I G"00 N IL II r 1 r—— - 5G-2 5G-2 SG-2 STORAGE E fl PROJECT ARCHITECT ROOM L 95 95 0 11 \ --------JII Q I I ARTWR/GH I I I ARCHITECTS&ENGINEERS \\\ EF I nI I I 635 SOUTH 100EAST \ \\\ LL 3 I 5G-2 T4035A 84321 53.2850 \\ \\\ I U I I 1 1 0 1 1 435 753.2851 \ \ STAFF I I Li ®2024CARTWRIGHT W WNJ.CARTW RIGHTENGINEERS.COM \\\ 1 r 9 I ROOM PROJECT MANAGER \\\ I I I ---c----------- —� RG-4 \\ \J MECHANICAL 55G1 CESSIBLE 0 I I \V ROOM ST ROO I rl El I I 11 O I 5501 IGX12 RA I I ® EF I RG-I II n 2 F IGX125A 12X105A \\ 3 Li \\ \\ \\ G"0 SA I 11 II II II I II II II j I j \\ UF­ \\\ ------- � - ------- I I j \\ rr LEE EMPLOYEE AREA \ \ I II III 5G-2 SG-2 El 145 45 \�----------, - n n ---------------- 11 G"QP r------ r 1 r------ L LL JLL u1 L--=� J C=-_J C---J F--=J I III 1 1 1 1 II 11 11 11 KEY NOTES: =7 C= I 1 1. ROUTE SIZE NOTED EXHAUST DUCT TO SOFFIT EXHAUST VENT. L___ __J 2. CONNECT 8"0 05A DUCT TO RA ON FURNACE WITH 1 2V MOTORIZED AND VOLUME DAMPER,BALANCE TO CFM INDICATED IN FURNACE SCHEDULE. 3. INSTALL 12X 12 INTAKE LOUVER EQUAL TO RU5KIN ELF375DX WITH A MINIMUM FREE AREA OF 0.34 SQUARE FEET.PROVIDE WITH BIRD SCREEN AND FLANGE A5 APPROPRIATE FOR EXTERIOR CONSTRUCTION.COORDINATE COLOR WITH ARCHITECT OF RECORD. PROJECT NO.2472 4. PROVIDE SUPPLY GRILLE WITH OB UPPER LEVEL HVAC FLOOR PLAN D. NORTH PROOF ��IIII�h 30" x 42"DRAWING SCALE: 1/4"= 1'-0" �G I N FM- `rU, 6159 O x 9TF OF \QQ RON D. CITY APPROVED PLANS �USTBEONJOBSI Gate City SHEET NUMBER PIAFO ALL INS ONIOBSITE ORIGINAL DRAVNNG SIGNED BY:RON D.RICE M3 FOR ALL INSPECTIONS DATE ORIGINAL SIGNED: 12/11/2024 ENGINEERING SERVICES 3 4 0 E. C L A R K S T. ORIGINAL ON FILE AT DATE PO CATELLO, IO 83204 340 E CLARK ST,POCATELLO,IDAHO 83204 24 2 0 8 . 2 2 1 9 5 0 6 SEPTEMBER 2024 Page 38 of 62 PROJECT NAME A NEW PROFESSIONAL OFFICE BUILDING EXTERNAL DUCT INSULATION ON ALL ROUND RIGID DUCT- VOLUME PROPERTY LOCATION: WORK AND FITTINGS DAMPER DUCT CUT OPENING ACCURATELY CANYON TRAILS I"ACOUSTICAL LINER SUPPORT FOR SPIN IN(FLARED)FITTING. SUBDIVISION ON INTERIOR OF DUCT ROUND SOLID DUCT SUPPORT NO. 5 RIGID SPIN DUCT IN FITTING ROUND FLEXIBLE BLOCK 13 SUPPLY DUCT TO LOT 20 CEILING DIFFUSER CONTINUOUS ROD 8'-0"MAX.LENGTH WING NUT p p O O TWIN FALLS, GLUE FLEX DUCT COUNTY HANDLE TO ADAPTER 4 RECTANGULAR BLADE DAMPER CLAMP DOWN WITH SUPPLY DUCT ATTACH STRAP TO RIGID PROJECT ADDRESS: DUCT WITH DRAW da>f>fa>! ARM 418 HAND DAMPER BANDPARK VIEW WING NUT GLUE FLEX DUCT TO LOOP FITTING,CLAMP DOWN ROUND TO SQUARE TRANSITION VOLUME DAMPER.PROVIDE WITH STRAP AND SCREW SOLID WITH RIGID FILLING LAY-IN CONCEALED CEILING CEILING LAY-IN DIFFUSER DAMPER REGULATOR NOTE:PROVIDE AND INSTALL DURO DYNE 5PEC-5EAUQUAD SEAL DAMPER HVAC DETAILS CEILING DIFFUSER DETAIL NO SCALE ROUND DAMPER DETAIL NO SCALE DUCT BRANCH TAKE-OFF DETAIL NO SCALE CONTRACTOR: TRANSVERSE REINFORCING,(1) SELF- TAPPING CADMIUM PLATED MINIMUM AT JOINTS HEX HEAD SHEET METAL 5CREW REINFORCING ANGLE SIZE 5TRAP5 To HE TIGHT AND MAX AGAINST DUCTWORK ALL JOINTS SHALL HAVE A 2"FACING OVEP.LAYED Q' DUCT WRAP WITH CIRCUMFERENTIAL JOINTS SEALED WITH 3" LONGITUDINAL 2"THICK, 1.O DUCT WRAP W SHEET SPACING HANG DUCrs 1P70 WIDE VAPOR BARRIER PRESSURE SENSITIVE FOIL 2"THICK, 1.0 DIMENSION METAL DRIVE HEMMED 3&WIDTH WITH °x Ibs.DENSITY OR VINYL TAPE COMPATIBLE WITH THE FACING. BETWEEN SLIP S SLIP 1a0.MAX RAPSQ Ibs.DENSITY OF GAGE TRANSVERSE lo-o•MAx SPAaNG � J LONGEST (ALL JOINTS AND/OR RECOM- RECOM- NO POP RIVETS ALLOWED HANGER STRAP SIDE, FOUR INTERMEDIATE MANDED MANDED m INCHES SIDES) REINFORCING GAGE GAGE RECTANGULAR 4- BOLT HANGER STRAPS UPTHRU 12 2G NONEREQ'D 2G 2G PROVIDE SHEET METALNOswG DUCT I— OR SLEEVE OVER ANY EXP05ED 13- 18 24 NONE REQ'D 24 24 LINER WMICH FACE5 THE OPPOSITE 9-30 24 1 N I N 1/8"@ GO" - 24 DIRECTION A5 THE AIRFLOW CC SHEET ADHERE INSULATION TO DUCT WITH L METAL BONDING ADHESIVE(BENJAMIN FOSTER DUCT 050"MAX. 5MACNA C".)5PACING PER 85-15 OR I-C-201). v/ (1)TRANSVERSE REINFORCING 51ZE 15 DETERMINED BY DIMENSION OF FOLDED CORNER ROUND DUCT SIDE TO WHICH ANGLE 15 APPLIED. NO MORE THAN FOVE�P 2'FROM EDGE DUCT METAL FASTENERS-OMAP.K IN5ULPING OF LINER LINER DURO DYNE FASTENERS OR GP.IPNAIL5. STAPLE LONGITUDINAL JOINTS WITH OUTWARD PROJECT ARCHITECT GRIP NAILS SHALL BE INSTALLED ALL END5 Off LINERTODE T CLINCHING STAPLES APPROX.G"ON CENTER AND SELF TAPPING CADIUM PLATED HEX HEAD SHEET coATEDwiADnEsroEAND sEQ THEN TAPE THE JOINT WITH 3"WIDE VAPOR ARTWR/GI� METAL SCREW.STRAPS TO BE TIGHT AGAINST DUCT BY GR PNA L HAMMER GUN OR BY SHALL HE HUTTED FIRMLY 5 BARRIER TAPE.AUTOMATIC FASTENER EQUIPMENT. TOGETHER ARCHITECTS&ENGINEERS 635 SOUTH 100 EAST LOGAN,UTAH 84321 T435 753.2850 ROUND DUCT STRAP HANGER DETAIL NO SCALE DUCT CONSTRUCTION HANGER DETAIL NO SCALE DUCT INSULATION DETAIL NO SCALE 02024 CARTWRIGHT W W W.CARTW RIGHTENGINEERS.COM PROJECT MANAGER EXHAUST SUPPORT COIL WITH FLA5H I N G APPROX.6" 3/8"RODS FLEX DUCT CONNECTION TYP.SUPPLY AND RETURN REFRIGERANT LINES PER 18"MIN.ABOVE INTAKE MANUFACTURER AVG.SNOW PVC VENTS FURNACE PER SCHEDULE. ACCUMULATION SUPPORT ON 12GA. 1-5/8"X 1-3/5"UNISTRUT.KINDORF OR FLEX GAS CONNECTION APPROVED 3/4"CONDENSATE DRAIN RETURN AIR DUCT ROOF 5EE ARCH DRAWINGS 20 GA.GALVANIZED SLEEVE. ALLOW PIPING TO MOVE FREELY THRU o SLEEVE. SCREW SLEEVE SECURELY TO 2x4 BRACING. SCREW TYFICAL TRAP HEAD TO BE INSTALLED CLAMP 20 GA.GALANIZED 5HEET 3/4"'PVC IN51DE OF 5LEEVE CYP) METAL STRAP FURNACE EXHAUST INTAKE CONDENSATE DRAIN PAN OVERFLOW SWITCH TO 1 SHUT DOWN UNIT UPON DETECTION 3/4"CONDENSATE DRAIN TO CONDENSATE OF CONDENSATE IN DRAIN PAN PUMP HORIZONTAL FURNACE DETAIL NO SCALE CONCENTRIC VENT TERMINATION DETAIL NO SCALE PROJECT NO.2472 QED PRO, �G I N FM- `rU, 6159 o- x vTF OF \QQ RON D. CITY APPROVED91 SHEET NUMBER - MUST `NJOBSI Gate City GLANS MUST BE ON LOB SITE ORIGINAL DRAVNNG SIGNED BY:RON D.RICE M4 FOR ALL INSPECTIONS ENGINEERING SERVICES DATE ORIGINAL SIGNED: 12/11/2024 3 4 0 E. C L A R K S T. ORIGINAL ON FILE AT DATE POCATELLO, ID 83204 340 E CLARK ST,POCATELLO,IDAHO 83204 24 2 0 8 2 2 1 9 5 0 6 SEPTEMBER 2024 Page 39 of 62 PROJECT NAME A NEW FURNACE SCHEDULE PROFESSIONAL OFFICE MANUFACTURER SUPPLY FAN ELECTRICAL BUILDING MARK DESCRIPTION * MODEL NOM. HEATING HEATING O.A. AFUE NOTES ' NUMBER TONS CFM ESP hP VOLTAGE FLA MOCP INPUT OUTPUT CFM X PROVIDE WITH MATCHING COIL,CONDENSATE PUMP, LENNOX NATURAL GAS/ELECTRIC LENNO H 5 2,000 0.5 1 1 20/1 10.9 15 110,000 107,000 360 90% CRAWL SPACE VENT DRAIN KIT,DRAIN PAN OVERFLOW EL I SWITCH,COMFORT SENSE 7500 THERMOSTAT X PROVIDE WITH MATCHING COIL,CONDENSATE PUMP, LENNOX 2 NATURAL GA5/ELECTRIC LENNO H 5 2,000 0.5 1 12011 10.9 15 110,000 107,000 3GO 9G% CRAWL SPACE VENT DRAIN KIT,DRAIN PAN OVERFLOW EL I SWITCH,COMFORT SENSE 7500 THERMOSTAT LENNOX PROVIDE WITH MATCHING COIL,DRAIN PAN OVERFLOW PROPERTY LOCATION: 3 NATURAL GAS/ELECTRIC EL 19GUH 2.5 I,000 0.50 2 20/I 0.8 5 44,000 43,000 100 9G% SWITCH,COMFORT SENSE 7500 THEP.M05TAT CANYON TRAILS CONDENSING UNIT SCHEDULE SUBDIVISION NO. BLOCK 13 MANUFACTURER COOLING (M5TU/11) ELECTRICAL LOT20 MARK DESCRIPTION * MODEL NOM. MIN. NOTES NUMBER TONS SENSIBLE TOTAL VOLTAGE MCA MOCP SEER TWIN FALLS, CU COUNTY DIRECT EXPANSION LENNOX 5 48,000 53,000 208/230/I 34.0 GO 13 PROVIDE WITH HOUSEKEEPING PAD,LINE SETS SIZED PER 3ACXN000 MANUFACTURER'S RECOMMENDATIONS PROJECT ADDRESS: CU LENNOX PROVIDE WITH HOUSEKEEPING PAD,LINE SETS 51ZED PER 418 DIRECT EXPANSION 13ACXN000 5 48,000 53,000 208/230/1 34.G GO 13 MANUFACTURER'S RECOMMENDATIONS PARK VIEW LOOP CU DIRECT EXPANSION LENNOX 2.5 25,000 29,200 208/230/1 7.1 25 14.5 PROVIDE WITH HOUSEKEEPING PAD,LINE SETS SIZED PER 3 1 3ACXN030 MANUFACTURER'S RECOMMENDATIONS DUCTLESS SPLIT HEAT PUMP SCHEDULE HVAC SCHEDULES MANUFACTURER CAPACITY(BTU) ELECTRICAL MARK DESCRIPTION * MODEL MIN. NOTES NUMBER COOLING hEATING VOLTAGE MCA MOCP SEER CONTRACTOR: HP SINGLE ZONE HEAT PUMP LENNOX 5,000 7,500-1 1,500 208/23O/1 15 15 25.1 LOW AMBIENT HEAT PUMP,HOUSEKEEPING PAD,LINE SETS MLB009545-I P 51ZED PER MANUFACTURER'S RECOMMENDATIONS DUCTLESS SPLIT I=AN COIL SCHEDULE o J_ MANUFACTURER ELECTRICAL44 MARK DESCRIPTION * MODEL AIRFLOW(CPM) NOTES m NUMBER VOLTAGE RLA OUTPUTLENNOX I' MINI SPLIT HIGH WALL UNIT, FC SINGLE ZONE FAN COIL MWMC00954-I F 17G/230/335 SUPPLIED BY HP 0.25 A 20 W WIRELESS REMOTE, CONDENSATE PUMP D ZONE DAMPER SCHEDULE DIFFUSER, GRILLE, REGISTER SCHEDULE MANUFACTURER CFM FLOW SYMBOL DESCRIPTION FACE DUCT MATERIAL PATTERN STYLE NOTES PROJECT ARCHITECT MARK * MODEL SIZE NOTES SIZE SIZE NUMBER MAXIMUM MINIMUM 5G-I SUPPLY GRILLE 8X8 8X8 ALUMINUM ADJUSTABLE 3/4"SPACING KRUEGER5880H ARTWR/GN 5G-2 SUPPLY GRILLE 1 2X8 8110 ALUMINUM ADJUSTABLE 3/4"SPACING W/OBD KRUEGER 5880H ARCHITECTS&ENGINEERS BPD 24VAC,PROVIDE WITH 10-5PC STATIC 635 SO OANUT 100 AS 0 HVAC CONTROLS 4XI0 1000 0 321 EB-1410 PRE55URE CONTROLLER FG-I FLOOR GRILLE 4X 1 2 G"� ALUMINUM LINEAR 7/32"BARS, 112"SPACING KRUEGER 1800,FRAME H T435 753 2850 435 753.2851 ZD 10 HVAC CONTROLS FG-2 FLOOR GRILLE OX 1 2 8110 ALUMINUM LINEAR 7/32"BARS, I/2"SPACING KRUEGER 1800,FRAME H 02024CARTWRIGHT GX 1 2 1000 0 24VAC POWER CL05E SPRING OPEN WI.CARTWRIGHTENGINEERS.COM I A HD-I 0 12 FG-3 FLOOR GRILLE GX 18 10"0 ALUMINUM LINEAR 7/32"BARS, I/2"SPACING KRUEGER 1800,FRAME H PROJECT MANAGER ZD 10 HVAC CONTROLS TK-I TOE-KICK GRILLE 3.5X 12 G110 STEEL FIXED 3/1 G",MOUNTING HOLES REGGIO REGISTERS ROYAL I B HD-1510 18X I 0 510 0 24VAC POWER CL05E SPRING OPEN PG-I SIDEWALL RETURN 14X8 14X8 STEEL FIXED 35°BLADES,3/4"SPACING KRUEGER 580 BPD 10 HVAC CONTROLS 14X 1 2 1 235 0 24VAC,PROVIDE WITH 10-5PC STATIC PG-2 SIDEWALL RETURN I OX 18 I OX 18 STEEL FIXED 35°BLADES,3/4"SPACING KRUEGER 560 2 E13-14 12 PRESSURE CONTROLLER PG-3 SIDEWALL RETURN 30X5 30X5 STEEL FIXED 35°BLADES,3/4"SPACING KRUEGER 580 ZD 10 HVAC CONTROLS 18X 1 2 1 235 0 24VAC POWER CLOSE SPRING OPEN 2A HD-181 2 RG-4 SIDEWALL RETURN 20X I G 20X I G STEEL FIXED 35'BLADES,3/4"SPACING KRUEGER 580 ZD 10 HVAC CONTROLS EG-I CEILING EXHAUST 1 2X 1 2 G"0 STEEL FIXED 35°BLADES, 112"SPACING KRUEGER 555 28 HD-1 2 1 0 2X I 0 G00 0 24VAC POWER CLOSE SPRING OPEN NOTES:ALL GRILLES, REGISTERS,AND DIFFUSERS TO BE WHITE UNLESS NOTED OTHERWISE. NOTES:10 HVAC CONTROLS ZONING SYSTEM WITH CONTROL PANEL(S),TRANSPOP.MER(S),DISCHARGE AIR SENSOR,THEP.MOSTAT(S) EXHAUST I AN SCHEDULE ELECTRIC WALL HEATER SCHEDULE MARK TYPE CFM ESP hP POWER R.P.M. CONTROL REMARKS MANUFACTURER ELECTRICAL EF TIMECLOCK- COOK GEMINI GC-125,BACK DRAFT MARK MODEL hEATING NOTES �j CEILING 70 0.10 0.25 AMPS 115/1/00 G82 OCCUPIED DAMPER,SPEED CONTROLLER,SOFFIT WATTS HOURS VENT W/BIRD SCREEN,ISOLATORS NUMBER VOLTAGE AMP EF TIMECLOCK- COOK GEMINI GN-342,BACK DRAFT INLINE 210 0.15 0.75 AMPS I I5/1/GO 1559 OCCUPIED DAMPER,SPEED CONTROLLER,SOFFIT EWH OMARK NTEGRAL THERMOSTAT, 2 1500 12011/60 12.5 HOURS VENT W/BIRD SCREEN,ISOLATORS GFRI 500E SURFACE MOUNT TIMECLOCK- COOK GEMINI GC-1 28,BACK DRAFT 3 CEILING 50 0.10 0.25 AMPS I I5/1/GO 555 OCCUPIED DAMPER,SPEED CONTROLLER,SOFFIT 3 HOURS I VENT W/BIRD SCREEN,ISOLATORS PROJECT NO.2472 PRO, 6159 o x vTF OF \QQ RON D. SHEET NUMBER CITY APPROVED PLANS Gate City ORIGINAL DRAVNNG SIGNED BY:RON D.RICE M5 PLANS MUST BE ON JOB 59E ENGINEERING SERVICES DATE ORIGINAL SIGNED: 12/11/2024 FOR ALL INSP-ONS 3 4 0 E. C L A R K S T. ORIGINAL ON FILE AT DATE POCATELLO, IO 83204 340 E CLARK ST,POCATELLO,IDAHO 83204 24 2 0 8 . 2 2 1 . 9 5 0 6 SEPTEMBER 2024 Page 40 of 62 PROJECT NAME A NEW PROFESSIONAL OFFICE BUILDING PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 TWIN FALLS, COUNTY PROJECT ADDRESS: G G G 418 3/4"G LINE FROM MAIN PARK VIEW LEVEL.5EE SHEET P4 LOOP FOR CONTINUATION. CRAWL SPACE PLUMBING CRAWL PLAN SPACE CONTRACTOR: F 1 F F 1 2 I w lJ.l 3-0-It-G G G � 12"G I/2"G44- J m C�C CRAWL L SPACE D II II II PROJECT ARCHITECT II II ARTWRAW ARCHITECTS&ENGINEERS 635 SOUTH 100 EAST LOGAN,UTAH 84321 T435 753.2850 435 753.2851 02024 CARTW RIGHT WW^W.CARTWRIGHTENGINEERS.COM II II PROJECT MANAGER II CRAWL SPACE II II II II II II II II II II II II II II II II II II II II II II II II I I I I I I L---J KEY NOTES: 1. SEE DETAILS ON P7 FOR CONNECTION REQUIREMENTS.PROVIDE 2 P51-7"WC PRESSURE REGULATOR FOR NG CONNECTION. PROJECT NO.2472 CRAWL SPACE PLUMBING PLAN �� 30" x 42"DRAWING SCALE: 1/4"= 1'-0" NORTH CEO PROOF �G I N FF TS 6159 o x 9TF OF \QQ RON D. CITY APPROVED PLANS ��"B`ONJOB� Gate City SHEET NUMBER PIANS MUST BE ON SITE ORIGINAL DRAVNNG SIGNED BY:RON D.RICE P1 F-OR- R ALL INSPERIONS ENGINEERING SERVICES DATE ORIGINAL SIGNED: 12/11/2024 3 4 0 E. C L A R K S T. ORIGINAL ON FILE AT DATE POCATELLO, IO 83204 340 E CLARK ST,POCATELLO,IDAHO 83204 24 2 0 8 2 2 1 . 9 5 0 6 SEPTEMBER 2024 Page 41 of 62 PROJECT NAME A NEW PROFESSIONAL OFFICE BUILDING PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 TWIN FALLS, TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT COUNTY NO. 1 NO. 2 NO. 3 NO. 4 NO. 5 NO. 6 PROJECT ADDRESS: 418 4�-2" co -- - -- -- - - -- - --- PARK VIEW ki -3 5-3 5-3 5-3 S-3 5-3 LOOP —CO V L2"W 2"W 3"W 3" —J —J -� MAIN LEVEL I W8LV I I 3"w PLAN CORRIDOR I CONTRACTOR: I I --- ACCESSIB C 1 O p2 \ WC_I OFFICE ------------- HNG0IENE CORRIDORREST ROOM 4„W O y 2"V�I r �/2„V-- , CARTS STERILIZATION rmo �3'V LA I (3") LAB 5 2 3 m ACCE SIBLE CO REST 2'V -----------�---- 5_3 WC-I r----------- J O I•� ---�-- STORAGE �CC CARTS L I ACCESSIBLE HYGIENE I REST ROOM -- ------ NO. 2 II^ OFFICE I 112'V� 2"W (I I12")O2 q�\ LAV I I LEASE WC_I CORRIDOR I SPACE HYGIENE O 100 STORAGE IBLE I'l WAITING ACCESS CORRIDOR REST ROOM L1 112 V� 5_3 PROJECT ARCHITECT 2"V­4 3"W PANG O� ARTWRAWH 5 a LAV-I ARCHITECTS&ENGINEERS -� HYGIENE 63s SOUTH 100 EAST I LOGAN,UTAH 84321 NO. 3 T435 753.2850 435 753.2851 �I 3"W 02024 CARTWRIGHT 1 )--may I WN^N.CARTWRIGHTENGINEERS.COM (2") [ CORRIDOR I I PROJECT MANAGER 5 CONSTULATION MEDICAL OI. 4"W RECEPTION � 4"GCO COI 3"W 4'W I 4"wJ O 2"V�6 3"W 1 112"V� �2"W ® 5 CHECK-IN OFFICE -� .l _j II II II II II I/ o HYGIENE NO. 4 VESTIBULE r - II I� II II C MS-I S-3 II II ` JANITOR I Of. II II I BUSINESS HYGIENE I II I NO. 5 V II II I II II STORAGE I I --Am ---- F5-1 KEY NOTES: MECHANICAL ROOM I I. 4"SANITARY SEWER LINE TO BE CONNECTED TO CITY SEWER Ol SYSTEM.COORDINATE EXACT INVERT ELEVATION.5EE CIVIL 51TE UTILITY PLAN FOR CONTINUATION. DENTAL EQUIPMENT 2. ROUTE 51ZE NOTED VENT LINE UP THROUGH ROOF. 3. PROVIDE DRAIN CONNECTION FOR DENTAL EQUIPMENT.CONFIRM EXACT REQUIREMENTS WITH DENTAL EQUIPMENT DRAWINGS. 4. THE5E FIXTUP.E5 TO BE INSTALLED A5 A CIRCUIT VENT SYSTEM PER SECTION 91 1.0 OF THE 2017 IDAHO STATE PLUMBING PROJECT NO.2472 CODE,COORDINATE REQUIREMENT5 WITH AHJ. MAIN LEVEL W&V FLOOR PLAN 5. WASTE LINE DOWN FROM UPPER LEVEL.SEE SHEET P3 FOR 30" x 42"DRAWING SCALE: 1/4"= 1'-O" NORTH � �E�) PROOF CONTINUATION. GINF sU G. PROVIDE 4"CAPPED SEWER LINE FOR FUTURE TENANT 6159 o IMPROVEMENT CONNECTIONS. vT aP F OF RON D. SHEET NUMBER CITY APPROVED PLANS Gate City ORIGINAL DRA.NG SIGNED BY:RON D.RICE P2 FOR DATE ORIGINAL SIGNED: 12/11/2024 PLANSMUSTBE ON JOB SITE ENGINEERING SERVICES FOB ALL INSPERIONS 3 4 0 E. C L A R K S T. ORIGINAL ON FILE AT DATE PO CATELLO, IO 83204 340 E CLARK ST,POCATELLO,IDAHO 83204F 24 SEP 2 0 8 2 2 1 9 5 0 6 TEMBER 2024 Page 42 of 62 PROJECT NAME A NEW PROFESSIONAL OFFICE BUILDING PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 F- --� C—_ 3 C—_ C—_ C-- 3 C__ ] C---T TWIN FALLS, F 1r-- -lr-- -lr-- -lr-- �r-- — COUNTY I I II II II II �� I I II II II II PROJECT ADDRESS: I I II II II II II I I J 418 r II II II II II I -------J L-------7 L-------7 L-----7 C ---�� PARK VIEW I LOOP I II II II II 11 I I Li II II II II 11 I I - rl II II II II 11 I I UPPER I I II II II II �� I I LEVEL W&V II u PLAN II II CONTRACTOR: II ---______--------PL _ JL - � c------- , C--------------� C-------------- LJ I I I I II Ij jl II II 11 I I I I I I II 11 II II II 11 I I (Y Fl W I I I I II 11 II II 11 I I Q l u LI J I I II II 11 I I U m I I r--� C--------------- r---------11 L_--= LL----------------- JJ I I I I II r 1 LJ --, Li L J n r LJ D I I 1�----------JI II n In � IIII I 1 STAFF PROJECT ARCHITECT L ROOM Fl �S Q ARTWR/GH D ARCHITECTS&ENGINEERS 635 SOUTH 100 EAST \ LOGAN,UTAH 84321 \\ \\ L_� r_= I I � STORAGE I I T435 753.2850 \ \\\ I ROOM 435 753.2851 Li ®2024CARTWRIGHT W^N r \\J \\\ I W .CARTWRIGHTENGINEERS.COM \\ I 11 \ I 1 \\ I 1 PROJECT MANAGER \\ I L , — \\ \J I LAV-I 1 \\ I CESSIB V I r2 V ST OM FS-1 2 (D3"W 2"V II MECHANICAL WC_1 Li \\ ROOM \\ I II II II II I II II � \\ I II II II II -LF- EMPLOYEE FE AREA \\ I II II II II II I II II II � \�----------, — n n I II II II --------------- J C C------ , r C------� r l I r____—_ L J LL JLL 1 L--=� — C==—J C--=J II u III 1 1 1 1 II 11 11 II KEY NOTES: L—7 E- J I 1 1. ROUTE 3"VENT LINE UP THROUGH ROOF. L----� C------� C--� C----J 2. ROUTE WA5TE LINE DOWN IN WALL BELOW.5EE SHEET P2 FOR CONTINUATION. PROJECT NO.2472 UPPER LEVEL W&V FLOOR PLAN T 30" x 42"DRAWING SCALE: 1/4"= 1'-0" NORTH PROFF I N FM- `rU, 6159 o x vTF OF \QQ RON D. CITYIAPPROVED PLANS SHEET NUMBER Gate City RLANS MUST BE ON LOB SRE ORIGINAL DRAVNNG SIGNED BY:RON D.RICE P3 FORAIL INSRERIONS ENGINEERING SERVICES DATE ORIGINAL SIGNED: 12/11/2024 J 3 4 0 E. C L A R K ST. ORIGINAL ON FILE AT DATE PO CATELLO, IO 83204 340 E CLARK ST,POCATELLO,IDAHO 83204 24 2 0 8 2 2 1 9 5 0 6 11 SEPTEMBER 2024 Page 43 of 62 PROJECT NAME A NEW PROFESSIONAL OFFICE BUILDING PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 NEW GA5 METER 51ZED FOR TWIN FALLS, 324 MBH AT A DELIVERY TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT PRESSURE Of 2 P51. COUNTY NO. 1 NO. 2 NO. 3 NO. 4 NO. 5 NO. 6 1 G PROJECT ADDRESS: G G 418 5-3 S-3 3/4"CW S-3 I"CW 5-3 3/4"CW 5-3 5-3 2 PARK VIEW - - - LOOP En 1 1/4"H W I I"HW -4 �D MAIN LEVEL 112"G LINE DOWN TO DENTAL I W&G PLAN EQUIPMENT.COORDINATE EXACT CORRIDOR I LOCATION AND REQUIREMENTS WITH HB-I DENTAL EQUIPMENT SUPPLIER. I"CW CONTRACTOR: PROVIDE REGULATOR If NECESSARY. WC-I O, o WC-I I --- - --- --------- HYGIENE �® CORRIDOR NO. 1 W ACCESSIBLE REST ROOM ACCESSIBLE OFFICE G G G—STERILIZATION REST ROOM �I CW CARTS J LAV-I LAV-I S- LAB 2 o I -_ 1 1/4"CW I"CW S-3 52 1 1/4"HW - _ _ _ - - - - - O "4"CW STORAGE 1 112"CW HYGIENE II ACCESSIBLE © CARTS NO. 2 (n REST ROOM IAV-I I LEASE HYGIENE STORAGE _:O WC-I CORRIDOR SPACE 100 WAITING PROJECT ARCHITECT ROOM CORRIDOR ACCESSIBLE I S-3 OFFICE REST ROOM PANG o ° ARTWR/GN LAV-I ARCHITECTS&ENGINEERS 8 HYGIENE 63s SOUTH 100 EAST LOGAN,UTAH 84321 DF-1 ®® NO. 3 T435 753 2850 435753.2851 ®2024 CARTW RIGHT WW^N.CARTWRIGHTENGINEERS.COM ccr: I I/2"CW PROJECT MANAGER 3/4"CW— 5-3 ® MEDICAL 3 - GAS O RECEPTION /4"HWP 1 1/4"CW 2"CW HYGIENE /4" I - NO. 4 CHECK-IN OFFICE G G 1"CW " 3/4"G LINE CONSULTATION - � _ - I HW TO UPPER LEVEL. r III II o 3/4"CW VESTIBULE I 1 MS-I 3/4, HVV— S-3 II II 11 II JANITOR LANDING O BUSINESS II II II II II I II II I HYGIENE ® II II II I II II II II I II I N0. 5 STORAGE I II II ® ----- CAL r---r L-J O R00 I I I 2"CW I L I KEY NOTES: 1. NEW 2"POTABLE WATER SERVICE.SEE CIVIL SITE UTILI7PLAN FOR CONTINUATION. DENTAL HB-I 2. ROUTE 3/4"NG LINE DOWN INTO CRAWL SPACE AND 3/4"NG LINE EQUIPMENT 4 OI UP INTO CEILING SPACE. 3. ROUTE WATER UNE5 UP TO UPPER LEVEL.5EE 5HEET P5 FOR CONTINUATION. 4. 5EE DETAILS ON P7 POP CONNECTION REQUIREMENTS. 5. PROVIDE CEILING MOUNT SPRINKLER HEAD WITH APPROPRIATE PROJECT NO.2472 COVERAGE FOR NEW MEDICAL GA5 ROOM.CONFIRM TYPE AND MAIN LEVEL W&G FLOOR PLAN NORTH STYLE Of SPRINKLER HEAD WITH AHJ.A SEPARATE PERMIT WILL BE 30" x 42"DRAWING SCALE: 1/4"= 1'-O" I REO PROF REQUIRED POP THE INSTALLATION Of THE FIRE SPRINKLER POP, ��GINFF�so THIS ROOM,BY AN IDAHO LICENSED SPRINKLER CONTRACTOR. w 6159 o x G. PROVIDE CONNECTIONS POP DENTAL EQUIPMENT EYEWASH. vT aP COORDINATE LOCATION AND REQUIREMENTS WITH DENTAL F of EQUIPMENT5UPPLIEP. RON D.R�� CITY APPROVED PLANS 91 7. INSTALL I"REMOTE WATER CONTROL VALVE TH15 AREA.CONFIRM R•.,..b =�•�R •� SHEET NUMBER EXACT LOCATION AND INSTALLATION REQUIREMENTS WITH DENTAL PIANS MUST BEON JOB SITE Gate City EQUIPMENT SUPPLIER. ORIGINAL DRA.N G SIGNED BY:RON D.RICE FOR ALL INSRECTIONS ENGINEERING SERVICES P4 DATE ORIGINAL SIGNED: 12/11/2024 5. ROUTE I"CW LINE TO DENTAL EQUIPMENT.SEE PG POP 3 4 0 E. C L A R K S T. ORIGINAL ON FILE AT DATE YOCATELLO, IO 83204 340 E CLARK ST,POCATELLO,IDAHO 83204 CONTINUATION. 24 2 0 8 . z z 1 . 95 0 6 SEPTEMBER 2024 Page 44 of 62 PROJECT NAME A NEW PROFESSIONAL OFFICE BUILDING PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 F- --� C—_ 3 C—_ C—_ C-- 3 C__ ] C---T TWIN FALLS, F 1r-- -lr-- -lr-- -lr-- �r-- — COUNTY I I II II II II �� I I II II II II PROJECT ADDRESS: I I II II II II II I I J 418 r II II II II II I -------J L-------7 L-------7 L-----7 C----�� PARK VIEW I LOOP I II II II II 11 I I Li II II II II 11 I I - rl II II II II 11 I I UPPER I I II II II II �� I I LEVEL W&G II u PLAN II II CONTRACTOR: II ---______--------PL _ JL - � c------- , C--------------� C-------------- LJ I I I I II Ij jl II II 11 I I I I I I II 11 II II II 11 I I (Y n W I I I I II 11 II II 11 I I Q l u LI J I I II II 11 I I u m I I r--� C--------------- r---------11 L_--� LL----------------- JJ I I I I II r 1 U --, Li L J n r LJ ] I I I�----------71 II n In � IIII I 1 PROJECT ARCHITECT L fl �S 5-1 ARTWR/GH --------JI C ROOM ARCHITECTS&ENGINEERS STAFF \ 635 SOUTH 100 EAST \\ LOGAN,UTAH 84321 \\ \\ LL. L== I � STORAGE I I T435 753.2850 \ \\ ROOM 435753.2851 \\\ \\ I I IJ 02024 CARTWRIGHT r J \ WW^W.CARTWRIGHTENGINEERS.COM \\\ Q WH-11 1 PROJECT MANAGER L \ _ L— —�c--———————— =C C 7 \\ \j 1/2"G 3/4"C 3/4"HW LAV-I OG G MECHANICAL ROOM WC-I �\ ACCESSIBLE O \\ 112 G REST ROOM Li \\ 3 I II II II II I II II \\ ----- �— I II II II II II II II II EMPLOYEE AREA \\ I II II II II II I II II II � \�----------, — n n I II II II C C------ , r C ____—_ ------� II II r—__--- r l I r L JLL JLL L �1 --=� C--_J C=--J C--=JI II 11 II II KEY NOTES L =7 E— I 1 1. SEE DETAILS ON P7 FOR CONNECTION REQUIREMENTS.PROVIDE I L__— II --L 2P51-7"WCPPE55UU REGULATOR FOR NGCONNECTION. L____7 -- C--7 C 2. 3/4"GAS LINE FROM MAIN LEVEL.SEE SHEET P4 FOR CONTINUATION. PROJECT NO.2472 UPPER LEVEL W&G FLOOR PLAN 30" x 42"DRAWING SCALE: 1/4"= 1'-0'. NORTH I�' PROOF �G I N FF rU, 6159 o x OTTVATTV 9TF OF \QQ CITY APPROVED PLANS RAN D.R�G� rtmeweaJo.cagemmWan<e RlANS MUST BE ON LOB SRE SHEET NUMBER FORAlLINSRERIONS Gate City ORIGINAL DRAVNNG SIGNED BY:RON D.RICE PC ENGINEERING SERVICES DATE ORIGINAL SIGNED: 12/11/2024 J 3 4 0 E. C L A R K S T. ORIGINAL ON FILE AT DATE POCATELLO, TO 83204 340 E CLARK ST,POCATELLO,IDAHO 83204 24 2 0 8 2 2 1 9 5 0 6 SEPTEMBER 2024 Page 45 of 62 PROJECT NAME' A NEW PROFESSIONAL OFFICE BUILDING PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 TWIN FALLS, COUNTY TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT OI NO. 1 lO N0. 2 lO NO. 3 lO NO. 4 OI NO. 5 OI NO. 6 PROJECT ADDRESS: 418 ci� c PARK VIEW a a a a a a LOOP U U U U U U Q Q Q Q Q Q > > > > > > MAIN XMED ( Di D ( LEVEL MED GAS N20 O2 N20 02 N20 02 N20 02 N202 PLAN VACAVAC VACIRVAC VAC ASSHUT CORRIDOR CONTRACTOR: ANEL U O >z I^ O: .O --- -__ ------------- 0ZN HYGIENE v/ �® CORRIDOR Q O ACCESSIBLE AIR N0. 1 W ACCESSIBLE ,ram, REST ROOM II II (20) REST ROOM lUl CARTS STERILIZATION 5 VAC J I — O OFFICE LAB O AIR D I m O I— O a (15B)OI 0 4C) >z O Z •� L_——— STORAGE K N �CC CARTS Q O G ACCESSIBLE HYGIENE 1 11 REST ROOM (I G)OI _ _ AIR _ AIR NO. 2 (1 3) VAC O LEASE OFFICE HYGIENE AIR SPACE STORAGEO ACCESSIBLE I 100 PROJECT ARCHITECT WAITING CORRIDOR ROOM REST ROOM VO PANG >z O� ARTWRAWH N ARCHITECTS&ENGINEERS QO HYGIENE e35 sourH loo BAST N ®® NO. 3 LOGT44 5A 53.285084321 O 435 753.2851 02024 CARTW RIGHT WW .CARTWRIGHTENGINEERS.COM O CORRIDOR VAC AIR O z _ OI PROJECT MANAGER 2 N20 02 N20 V O >z Oa� RECEPTION MEDICAL Q HYGIENE \/�'��\ CONSULTATION GAS NO. 4 CHECK-IN OFFICE I VAC AIR OO F I o VESTIBULE JANITOR U z LANDING Oc) _KN BUSINESS II II II II II II II I II II I Q HYGIENE I II II II II II I II I N0. 5 STORAGE 4 II II II II V II II I II II _ m L—J 115-2 VAC AIR OI SEE DRAWINGS PROVIDED BY HENRY SCHEIN 1 2 FOR ALL SIZING,TERMINATION TYPES AND KEY NOTES: MECHANICAL J LOCATIONS,EQUIPMENT SCHEDULES,ETC. ROOM SEE DENTAL EQUIPMENT DRAWINGS FOR TERMINATION TYPE,SIZE, AC O� ROUTING PROVIDED FOR CATION AND AND EXACT LOCATION OF COMPRESSED AIR(AIR),NITROUS COORDINATIONN ONLY. OXIDE(N20),OXYGEN(02),AND VACUUM(VAC). DENTAL EQUIPMENT 2. ROUTE INTAKE AND EXHAUST FOR COMPRESSOR AND VACUUM THROUGH WALL PER MANUFACTURER'S RECOMMENDATIONS.SEE DENTAL EQUIPMENT DRAWINGS FOR TYPE AND SIZE. 3. CONNECT 112"02 AND 3/5"N20 TO MANIFOLD SYSTEM PROVIDED BY DENTAL EQUIPMENT SUPPLIER. 4. 1"CW LINE FROM EQUIPMENT ROOM.SEE SHEET P4 FOR MAIN LEVEL MED GAS FLOOR PLAN PROJECT NO.2472 CONTINUATION. NORTH 30" x 42"DRAWING SCALE: 1/4"= 1'-0" PROOF I N FF rU, 6159 o x 9TF OF \QQ RON D. CITY APPROVED PLANS Gate City SHEET NUMBER �P­*­­­­ ORIGINAL DRAWING SIGNED BY:RON D.RICE P6 IANSM BEONIOB SITE DATE ORIGINAL SIGNED: 12/11/2024 ENGINEERING SERVICES FOR ALL INSPECTIONS 3 4 0 E. C L A R K S T. ORIGINAL ON FILE AT DATE PO CATELLO, ID 83204 340 E CLARK ST,POCATELLO,IDAHO 83204 24 2 0 8 2 2 1 9 5 0 6 SEPTEMBER 2024 Page 46 of 62 PROJECT NAME A NEW PROFESSIONAL OFFICE BUILDING PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 GAS WATER HEATER SCHEDULE LOT20 MANUFACTURER CAP RECOVERY VOLT BTU/HR TWIN FALLS, UNIT AND MODEL (GAL) RATE(GPH) /PH FUEL INPUT UEF REMARKS COUNTY WH BRADFORD WHITE LG2FDV50HG03N 48 58 12011 NG GO,000 0.G8 FLUES THROUGH ROOF PROJECT ADDRESS: LG2PDV 1/2" BELOW THE FINISHED GRADE OR THE FINISHED FLOOR 418 PARK VIEW FLQQRDRAIN MANDALMAINSHUT CIRCULATION PUMP SCHEDULE Loop OPPVALVE MANUFACTURER FLOW HEAD VOLT WEIGHT CONCRETE FILL TILE FLOOR GAD PRESSURE REGULATOR 2N TO T WC UNIT AND MODEL SERVICE (GPM) (FT) /PH AMPS (1-55) REMARKS DRAWNG TITLe CEMENT BED EQUIPMENT CAPPED PRP55URE EE I_, CP-I TACO OOGe3 HIM RECIRC 3 7 12011 0.54 3.5 TIMECLOCK# AQUAsrAT PLUMBING DETAILS & III II II II PLUMBING FIXTURE SCHEDULE SCHEDULES 5TRUCTURAL5LAB GROUND CALLOUT DESCRIPTION COLD HOT VENT WASTE �a JOINT UNION = CONTRACTOR: ADA DRINKING FOUNTAIN:ELKAY LZ5TL8W5LP,BOTTLE DF- FILLER,WALL CARRIER,CANE APRON,P-TRAP, I 1 5V/GOHZ /2" /2" 2" FLEXIBLE GAD CONNECTOR I O'V" (ID-I FLOOR DRAIN:ZURN ZN41 5-2NH WITH TRAP PRIMER 1 112" 2" /IFAy PROVIDE E5CHUCEON LL PIaTE AROUND PIPING DRIP LEG SAME — O FLOOR SINK:JAY R SMITH 300 SERIES, 112 GRATE,8" w 5IZE A5 PIPE FS-I DEEP,DOME STRAINER,WITH TRAP PRIMER, 2 3 Q Yz,TRAP PRIMER OUTLET J CONNECTION TO ALL FLOOR DRAINS 5HALL HAVE A HB 1 HOSE BIBS:WATTS HY-420, NON FREEZE,VACUUM 3/4„ BREAKER P-TRAP TRAP PRIMER OR A TRAP SEAL. INSTALL DEEP SEAL P-TRAPS HB 2 INTERIOR HOSE BIBB:WATTS LFSCS-G,TEE HANDLE, 3/4„ m ON ALL FLOOR DRAINS VACUUM BREAKER DROP IN LAVATORY:AMERICAN STANDARD 0475.047, -DIFLOOR DRAIN DETAIL NO SCALE GAS PRESSURE REGULATOR DETAIL NO SCALE ��_, VOTOTBALLLIVALV0E5,FAUCET,X H05 IC 5,HCPT OVERNMIXIG 2" /2" 2" 2" P-TRAP D MS-I MOP 51NK:ACORN NEO CORNER TERRAZZO TNC-24,WITH 1/2" 112" 1 1/2" 2" M STEEL OFFSET KFC WALL MOUNT UTILITY FAUCET,HOSE,AND HOLDER WALL BRACKET 5 1 BREAKROOM SINK:ELKAY DAYTON LWD5332274KIT 1/2" 1/2" 1 1/2" 2" INSERTS TYPICAL FIXTURE 33X22 55 DROP IN WITH FAUCET KIT,P-TRAP TURNBUCKLE U-BOLTS LAB/STERILIZATION SINK:SS ELKAY LUSTERTONE PROJECT ARCHITECT U-BOLTS 5-2 ELUH231 7,UNDERMOUNT,ELKAY LK40GGN08L2 FAUCET, 112" 112" 1 112" 2" AUTOMATIC TRAP PRIMER LK99 DRAIN,BALL VALVES,SS HOSES,P-TRAP ARTWR/GH SUCH A5 J.R.SMITH TREATMENT ROOM 51NK:55 ELKAY LU5TERTONE ARCHITECTS&ENGINEERS 5HUT-OFF VALVE 2G99A1-CP WITH VACUUM 5-3 ELUH 12FB,ELKAY LK50OGN05T4 FAUCET,LK99 DRAIN, 1/2" 1/2" 1 I/2" 2" 63s SOUTH 100EAST CINCH ANCHORS BREAKER.PRIMER LOCATED SOAP DISPENSER,BALL VALVES,55 H05E5,P-TRAP LOGAN,UTAH843215 (TYP.) ANGLE IN PLUMBING CLOSET. T4363.2850 U-BOLTS WALL BOX:OATEY METAL ICE MAKER, 1/4 TURN BRA55 435753.2851 INSULATED PIPING WB-I 1/2" -- 1 1/2" 2" 02024CARTWRIGHT COLD WATER SUPPLY HAMMER VALVE W W W.CARTW RIGHTENGINEERS.COM I-BEAM WC-I WATER CLOSET:AMERICAN STANDARD 24G7.100, I/2" 2" 3" ANGLE CLAMPS 150LATION VALVE,55 FLEX 105E,HD OPEN SEAT PROJECT MANAGER U-BOLTS FLOOR DRAIN FIXTURE DRAIN WOOD EYE- FINISHED FLOOR ALL PIPE WALL PENETRATIONS J015T 3OLT5 5HAUL HAVE TH RU-BOLT ESCUTCHEONS WELDED STEEL TURNBUCKLE ADJUSTABLE TRAP PRIMER Y2"(50FT"K"COPPER WALL BRACKET PIPE STAND7 FITTING NO JOINTS UNDER FLOOR) INSULATE WITH Yz"ARMAFLEX TYPICAL PIPE SUPPORT DETAIL NO SCALE TRAP PRIMER DETAIL NO SCALE SEE FLOOR MIXED HOT WATER CIRCULATION PUMP CP-I 'Z ENERGY CODE NOTE5: _ TO FIXTURES PLAN FOR OUTLET(1 20°F) HOT WATER RETURN SIZE -HOT WATER(HW)AND HOT WATER RETURN(HWR)PIPING TO BE FULLY PRESSURE WATER METER,WHERE APPLICABLE. PRESSURE COLD WATER INLET INSULATED PER CURRENT IECC REDUCING VERIFY LOCATION AND REQUIREMENTS GAGE,O-120 PSI, � TABLE C403.I 1.3*SECTION LIQUID FILLED VALVE WITH LOCAL JURISDICTION. THERMOSTATIC CHECK VALVE(TYP.) C404.4 REQUIREMENTS. (TYP-) BACKFLOW MIXING VALVE SHUT OFF VALVE(TYP.) REDUCE PRESSURE 31A° CIRCULATION PUMP CP-I TO BE UNION(I YP.) DEVICE 0 BALL INSTALLED PER CURRENT IECC VALVE HOT WATER OUTLET SECTION C404.G.1.5EE SCHEDULE ) / FOR EQUIPMENT REQUIREMENTS. T*P RELIEF EXPANSION TANK VALVE(TYP.) EQUAL TO WATTS PLT-5 ROUTE RELIEF PIPING TO DRAIN PROVIDE HEAT TRAP5 AT INLET# PAN BELOW WATER 5EE FLOOR HEATER(TYP.) OUTLET IF NOT PROVIDED BY PLAN FOR MANUFACTURER SIZE 5ET HEATER WITH A 4"DEEP GALVANIZED PROJECT NO.2472 FLOOR SHEET METAL DRAIN PAN(TYP.) WATER HEATER WH-I SD I NFOF�SS NOTE: ROUTE 3/4"COPPER �� INSTALL DOUBLE CHECK OR REDUCED PAN DRAIN LINE TO 0 PRESSURE BACKF FLOOR DRAIN 6159LOW DEVICE AS O r REQUIRED BY CODE. - �TF oP OF RDA/D.RNC' WATER PRESSURE REG. STATION DETAIL NO SCALE WATER HEATER DETAIL NO SCALE CITYAPPROVEDemR.,•...PLANS SHEET NUMBER ��•,e°.PLAINS-1-1Gate City ST BE ON 106 SITE ORIGINAL DRAWING SIGNED BY: ION D.RICE P7 FOR ALL INSPECTIONS ENGINEERING SERVICES DATE ORIGINAL SIGNED: 12/11/2024 3 4 0 E. C L A R K S T. ORIGINAL ON FILE AT DATE POCATELLO, ID 83204 340 E CLARK ST,POCATELLO,IDAHO 83204 2 0 8 . 2 2 1 . 9 5 0 6 24 SEPTE 2024 Page 47 of 62 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 CF1 REFERENCE LINE FOR LOT 20 H> 2"STONE LEDGE i CF2IU UI ---------------------------------------\----------------------------------- I --- ---------------------------------------------------------- -- U TWIN FALLS, -- -- -- -- -- -- ---cw1- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- --� COUNTY 311 055 24"x la'BLOCK OUT IN " PROJECT ADDRESS: FOUNDATION WALL FOR F e------------- CF2 Q Q Q Q p� FRESH AIR INTAKE lr---------------------------------------------------OW1 - -------------------------- --------- ------------------------- 41 8 I I I 3 PARK VIEW U I LOOP I , I I , I CF1 I I I DRAWING TITLE: ------------------------------------- FOOTING yA AND I FOUNDATION DF PLAN yA --------------------------- r --------------------------- I CONTRACTOR: CF2 CF2 I I I cwt I I L uJ .^ I I N I I LL I I I I I I 0 13 I U I I I 1 I J I y L I X I I C CF1 W SET I I CFI I— I I I I r J T I I I r L I T I L I I D P4 I I l CF1 CF3 N L5-------------------------------------------------J ------------J I I 3 3 1 I I U I U I I r � I I I L J I I I CF5r 1 I I I I I I I I I II I I I I I I I I I CFi I I I I I I L I M P1 V ------------------------------------------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I P2 P2 P1 P7 P3 �L____________________________ __________________________CF2______________________ _______ _ ___________________J CF1 _____________J____ TL ____________-- III L------- -------------------J r r CF2 L_____J I HTT4 CF4 I I I I I CF1 ------------------------------------------------------------------------------------- HTT4 I I I P3 I llr _____ CF1 F---- \ \ I \ \ I li \ \ I n\\ f I\ � \ I I I \\ \\ CF1 I I L 1 \ __________________J I CF4 I I 1 CF1 \ I I L _____________ J I I I I II P4 \ \ I I \\ 'I CF2 I f_---- -1 Q Q Q�' CFi Q�' Q F \ CW1 L.--------------------_______________ _______J L_______________________J j CW1 CW1 J CF2 U �i J ,I Ir---------------- J r �j `-----CF' CF2 CF2 S.Y/-L__ __ __ __ CF5 4 IFS 4 I __ __ __ __ I Ej I I I U --------------------------------------------------------- I U I I I I CF2 I li 3 LL N I 0 1 U ____________________________________J L CF2 11 CW1 li CITY APPROVED PLANS SSAONAL F4,C n..�...e— 046 `\QENSFp /yF �p �p CF2 PLANS MUST BE ON IOB SITF Q2 A FOR ALL INSPERIONs 0 cHA4T CHR15tE 10/31/2024 CONCRETE WALL SCHEDULE CONCRETE FOOTING SCHEDULE REINFORCEMENT REINFORCEMENT MARKT!- REMARKS MARK DEPTH WIDTH LENGTH POINT NTAL VERTICAL LONGITUDINAL TRANSVERSE STRUCTURAL HIN 12" CFI 10" 1'-4" CONTIN. (2)#4 BARS CONTINUOUS-BOTTOM F WALL LLC CF2 10" 1'-6" CONTIN. (3)#4 BARS CONTINUOUS-BOTTOM CWi2"o/c #4 AT 18"o/c CENTER VERTICAL REINF.IN WALL ENGINEER CF3 10" 2'-0" CONTIN. (3)#4 BARS-TOP&BOTTOM Brigham Christensen CW20"o/c #4 AT 18"o/c CENTER VERTICAL REINF.IN WALL CF4 10. 2'-6" 2'-6" bnghamc@pointstmctuml.com (4)#4 BARS-BOTTOM (4)#4 BARS-BOTTOM Phone-208-201-2523 CW38"o/c #4 AT 18"o/c CENTER VERTICAL REINF.IN WALL CF5 10" 3'-O" 3'-O" (5)#4 BARS-BOTTOM (5)#4 BARS-BOTTOM JOB NUMBER:24-OSO SHEET NUMBER S1 NORTH DATE 28 OCTOBER 2024 PROJECT NAME: KEYNOTES: KEYNOTES: KEYNOTES: I. FLOOR SHEATHING,SEE PLAN 1. WOOD STUD WALL,SEE PLAN I. WOOD STUD WALL,SEE PLAN A NEW 2. RIM JOIST BLOCKING W/(4)1M TOENAILS 2. CONT 2.BOTTOM PLATE,ATTACH PER ❑ 2. COW 2x BOTTOM PLATE,ATTACH PER BETWEEN EACH JOIST ZE SHEARWALL SCHEDULE 1 14 SHEARWALL SCHEDULE PROFESSIONAL 12 3, WOODIOIST W/U)I W NAILS,SEE PLAN 3. BOUNDARYNAILING,SEE PLAN 3. BOUNDARY NAILING,SEE PLAN4. CONTDRL2TOPPLATEW/LAPSPLICE,SEE 4. FLOOR$HEATHING,SEEPLAN 6 4. FLOOR$HEATHING,SEEPLANOFFICE TYPICAL DETAIL 4 5. WOOD IOISTSEEPIAN 4 5. WOOp IOISTW/HANCER,SEEPLANSWOOD STUD WALL,SEE PUN 13 13 BUILDING 10 6. WAU SHEATHING AS OCCURS,SEE PUN 6. BRICK VENEER PER ARCH,ATTACH PER GSN I 6. CONi 2x PT SOLE PLATE W/ANCHOR BOLTS ]. CONT 2x PF SOLE"IT W/ANCHOR BOLTS J. COW 2x PTSOLE PLATE W/ANCHOR BOLTS PER SHEARWALLSCHEOULE II PERSHEARWALLSCHEDULE PERSHEARWALLSCHEDULE 2. CONCRETEFOOTING,SEEPLAN °I 8. CONCFETEWALL,SEE PUN I °a ,0 8. GONCRETEWALL,SEE PUN N SIDEWALK,PAVEMENT,OR FINISH GRADE �1Ll, 9. CONCRETE FOOTING,SEE PLAN 2 9. CONCREIEFOOLNG,SEEPLAN PERARCH 'LIS 10.SIDEWALK,PAVEMENT,OR FINISH GRADE 10 SIDEWALK,PAVEMENT,OR FINISH GRADE 9. COMPACTEUSUB-GRADESELOW PERARCH PERARCH FONG,SEE PUN 11.COMPACTED SUOGRADE BELOW ,I.COMPACTED SUBLRADE BELOW 10. OTI 2x BOTTOM PLATE W/16d NAILS AT 12' S FOOTING,SEE PUN 5 FOOTING SEE PLAN O.C. 12.CONCRETE SU80N GRADE,SEE PLAN 2.N , MINIMUM FOMINGDEPIH,SEE GSN II.EDGE NAILING,SEE SHEARWALL SCHEDULE 13,EDGE NAILING,SEE SHEARWALL SCHEDULE 13.EDGE NAILING,SEE SHEARWALL SCHEDULE 11 4 12.WALL SHEATHING AS OCCURS,SEE PUN 14,WALL SHEATHING AS OCCURS,SEE PLAN 3 S 8 8 6. 0 9 9 PROPERTY LOCATION: 10 CANYON TRAILS - - NOTES: SUBDIVISION •LIIUI�IJIIII • q A. WATERPROOF ANY ESUERIOR WOOD II�III i 3" 11 O~TCd 3" N II OF TTr•3" N FRAMING WI THIN B"OF GRADE PER ARCH NO. 9 CL CL CL �\ BLOCK 13 �� WOOD JOIST AT PONY WALL �� WOOD JOIST AT CONCRETE FOUNDATION /4 n'\ WOOD JOIST AT CONCRETE FOUNDATION LOT 20 NO SCALE NO SCALE NO SCALE KEYNOTES: KEYNOTES: KEYNOTES: I. FLOOR SHEATHING,SEE PLAN 1. WOOD STUD WALL,SEE PUN I. WOOD STUD WALL,SEE PLAN TWIN FALLS, 2. RIM 1.STBLOCKING W/D)IM TOENAILS 2. CONT2x B0TTOMPUTEATTACHPER �,� 2 CONTRBOTTOMPUTFATTACHPER BETWEEN EA CH JOIST I fi SHEARWALL SCHEDULE 1 SHEARWALL SCHEDULE COUNTY S 3. WOOD JOIST W/12116d NAILS,SEE PLAN 3 3. BOUNDARYNAILING,SEE PUN %- 3. BOUNDARY NAILING,SEE PLAN 4. CONT DBL 2x TOP PLATE 4. FLOOR SHEATHING,SEE PLAN 3 --�� 4. FLOOR EHEATHING,SEEPIAN 5. WOOD STUD WALL,SEE PLAN 5. WOOD JOISTW/HANGER,SEE PLAN 2 5. WOOO IOISTSEEPLAN PROJECT ADDRESS: 10 E. GO SHOT 12 13 fi. WALL SHEATHINGASOCCURS,SEEPLAN 13 6. BRICK VENEER PERARCNATTACHPERGSN 418 I SHOT PIN AT 32"O.C. I. CONT2x8PT5OLEPLATEW/ANCHOR I. COST 2x PT 50L1 PLATE W/ANCHOR BOLTS I. CONCRETEFOOTING,SEE PLAN BOLTS PER SHEARWALL SCHEDULE PERSHEARWALLSCHEDULE 8. SIDEWALK,PAVEMENT,OR FINISH GRADE °all. z 10 B. CONCRETE WALL,SEE PLAN I °� z 10 8. CONCRETE WALL,SEE PLAN PARK VIEW PERARCH I m F 9. CONCRETE FOOTING,SEE PLAN 2 • °4£ 9. CONCRETEFOOTING,SEEPLAN 9. COMPACTED SUB-GRADE BELOW • IS 10.SIDEWALK,PAVEMENT,OR FINISH GRADE d� 10.SIDEWALK,PAVEMENT,OR FINISH GRADE LOOP FOOTING,SEE PUN - PERARCH PERARCH 10.2MTTOM PLATE W/16d NAILS AT 12' _ 11.COMPACTED SU&GRADE BELOW 11.COMPACTED SUE-GRADE BELOW O.C. S FOOTING,SEE PUN 5 FOOTING,SEE PLAN 12.MINIMUM FOOTING DEPTH,SEE GSN 12.MINIMUM FOOTING DEPTH,SEE GSN d 13.EDGE NAILING,SEE SHEARWALL SCHEDULE 13,EDGE NAILING,SEE SHEARWALL SCHEDULE DRAWING TITLE: 14.WALL SHEATHING AS OCCURS,SEE PLAN 3 FOUNDATION 2 9 R DETAILS 8 10 0 -III a w pJ NOTES: - NOTES: CONTRACTOR: A.WATEREROOFANYE%TERIORWOOD ° A. WATERPROOFANYERTERIORWOOD ,I �� J, L--III-III-JJ FRAMINGWITHINB'OFGRADEPERARCH .................. I_- FRAMING WITHIN B"OF GRADE PER ARCH 9 11 ~- tiIII �3" DRAWINGS 11 J�J�� 1=11 3. DRAWINGS CL C ��� WOOD JOIST AT PONY WALL �� WOOD JOIST AT CONCRETE FOUNDATION �� WOOD JOIST AT CONCRETE FOUNDATION N NO SCALE NO SCALE NO SCALE LL KEYNOTES: KEYNOTES: KEYNOTES: W L FLOOR SHEATHING,SEE PLAN 1. -1 STUD WALL,SEE PUN 1. WOOD STUD WALL,SEE PUN 0 2. JOIST BLOCKING W/(3)16d NAILS BETWEEN 2. CONT 2x BOTTOM PLATE,ATTACH PER 2. CONT ix PT SOLE PLATE W/ANCHOR BOLTS EACH JOIST I fi SHEARWALL SCHEDULE I 10 PER EH-SCHEDOLE 3. WOODJOIST W/D)I M NAILS,SEE PLAN 3. BOUNDARYNAILING,SEE PLAN 3. CONCRETE SLAB ON GRADE,SEE PLAN 4. GONE DBL ix TOP PLATE 3 4. FLOOR SHEATHING,SEE PLAN 2 II 4. CONCRETE WALL,SEE PLAN D 1 5. WOOD STUD WALL,SEE PLAN 5. WOO O JOIST,SEE PLAN 3 y 5. CONCRETE FOOTING SEE PLAN /'/� 6. CONT 2.PT SOLE PLATE W/0.1450 MIN 13 fi. WALL SHEAEFINGASOCCURS,SEEPLAN 6. COMPACTED SUOGRAOE BELOW LLI SHOT PINAT32'OC. ]. CONT 2x PI SOLEPLATE W/ANCHOR BOLTS FOOTING,SEE PLAN 44 I. GONCREIEFOOTING,SEE PLAN °� PERSHEARWALLSCHEDULE ]. MINIMUM FOOTING DEPTH,SEE GSN 8. SIDEWALK,PAVEMENT,OR FINISH GRADE P 8. CONCRETEWALL,SEE PUN d° z 8 8, SIDEWALK,PAVEMENT,OR FINISH GRADE III °p F PERARCH PERARCH •, 9. CONCRLTE FOOTING,SEE PLAN - J 9. COMPACTED PLAIN ADE BELOW LL 10.SIDEWALK,PAVEMENT,OR FINISH GRADE -. 9. EDGE NAILING,SEE SHEARWALL SCHEDULE f00TING,SEEPLAN PERARCH 10.WALLSHEATHINLASOCCURS,SEEPLAN T 11.COMPACTED SUB GRADE BELOW 11.BRICK VENEER PER ARCH,ATTACH PER GSN 7 y 5 5 FOOTING,SEE PLAN 3 12.EDGE NAILING,SEE SHEARWALL SCHEDULE ,w d u1 5 6. O � 8 8 y 5 d 10 ° a d NOTES: 9 CL - - A.WATERPROOF ANYUCERIORWOOD ° FRAMING WITHIN 8'OF GRADE PER ARCH 3" fi I•13„ BRAWINGS CL II II-II II CL 111 WOOD JOIST AT PONY WALL 1 07 WOOD JOIST AT CONCRETE FOUNDATION 1 03 WOOD STUD WALL AT CONCRETE FOUNDATION NO SCALE NO SCALE NO SCALE KEYNOTES: KEYNOTES: KEYNOTES: 1. WOOD STUD WALL,SEE PLAN I. WOOD STUD WALL,SEE PLAN 10 1. WOOD STUD WALL,SEE PLAN 2. GONE 2x BOTTOM PLATE,ATTACH W/IEd 2. CONT 2x BOTTOM PLATE,ATTACH W/IEd I 2. CONT2x PTSOLE PLATE W/ANCHOR BOLTS NAILS AT 12.O.C. 1� NAILS AT 12"O C. PER SHEARWALL SCHEDULE 3. WOOD BEAM,SEEPLAN I 3. BOUND ARYNAILING,SEEPUN 3 3. CONCRETE SLAB ON GRAOE,SEE PLAN 4. WOOp JOIST SEE PLAN 4. CONT ON2x TOP PLATEWI UPSPLICE,SEE 9 4. CONCRETE WALL,SEE PLAN 5. FLOOR SHEATHING,SEE PLAN 3 2 -CAL DETAIL 5. CONCRETE FOOTING,SEEPLAN S 5. FLOOR SHEATHING SEE PLAN 6. COMPACTED SU9-GRADE BELOW 11 fi. WOODIO11,,SEE PLAN • d 8 FOOTING,SEEPLAN ]. CONT 2.PT SOLE PLATE W/AN LTS CHOR BO I. MINIMUM FOOTING pEPTH,SEE GSN PERSHEARWALLSCHEDULE 8. SIDEWALK,PAVEMENT,OR FINISH GRADE 8. CONCRETE FOOTING SEE PLAN - PERARCH 9. SIDEWALK,PAVEMENT OR FINISH GRADE 9. EDGE NAILING,SEE SHEARWALL SCHEDULE PERARCH 10.WALL SHEATHING AS OCCURS,SEE PUN 10.COMPACTED SUB-BELOW I FOOTING,SEE PLAN 11.EDGE NAILING,SEE SHEARWALL SCHEDULE 12.WALL SHEATHING AS OCCURS,SEE PLAN 6. S 1 4 0 8 5 9. a q , - III NOTES: 10 CL °�° •a. A WATEREROOFANYEKTERIORWOOD FRAMING WITHIN fi'OF GRADE PER ARCH e CL DRAWINGS 6 11 Z WOOD JOIST AT WOOD BEAM 1 08 WOOD JOIST AT PONY WALL �� WOOD STUD WALL AT FOUNDATION NO SCALE NO SCALE NO SCALE SSYONAL F4,C `AGENS", /yFA 0 / 9TF OF cHA4T CHRX"' 10/31/2024 POINT STRUCTURAL LLC ENGINEER Brigham Christensen bnghamc@poinD"'cW ral.com Phan.-208-201-2523 CITYNIA ePPRMD PLANS JOB NUMBER:24-080 /w cmecwnP2wnm PLANS MUST BE ON LOB SITE f00.ALL INSPECTIONS SHEET NUMBER S10 DATE 28 OCTOBER 2024 PROJECT NAME: KEYNOTES: KEYNOTES: I. WOOD TRUSS,SEE PUN 1. WOOD TRUSS W/Q116dNARS,SEE PLAIN A NEW 2. WOOD BEAM,SEE PLAN 2. DONE OBL 2x TOP PIG-W/LAP SPLICE,SEE 3. WOOD SiUDWALL,SEEPLAN TYPICAL DETAIL PROFESSIONAL 4. WALL SHEATHING AS OCCURS,SEE PUN 3. WOOD STUD WALL,SEE PLAN 8 5. EDGE NAILING,SEE SHEARWALL SCHEDULE 4. WALL SHEATHINGAS OCCURS,SEE PLAN OFFICE 5. EDGE NAILING,SEE SHEARWALL SCHEDULE BUILDING 6 6. ROOF SHEATHING,SEE PLAIN 6, ROOF SHEATHING,SEE PLAN I. 2x BOTTOM PLATE W/ATTACHMENT PER SHEARWALL SCHEDULE I. 2x BOTTOM PLATE W/ATTACHMENT PER 8. BOUNDARYNAILING,SEE PUN SHEARWALL SCHEDULE 9. FLOOR SHEATHING,SEE PLAN 8. BOUNDARY NAILING,SEE PLAN 9. FLOOR SHEATHING,SEE PLAN H.WOI4-UAL LEDGER W/(R SEE PLAIN 6 11,CONT 1.6 RIBBON BOARD TO RECENT H.KNEW'AT LEDGERWI R7 Y.NS'SDWS 3 SCREWS AT EACH STD 3 tl EDGE FAILING T WOOD 11.WOOD TRUSS,SEE PLAN 12.2x LEDGERW/07 NIOx3Yz"SCREWS INTO 11 8 EACH TRUSS HEEL 9 8 10 9 12 5 5 PROPERTY LOCATION: w CANYON TRAILS NOTES: 5 11 A FWALLSH ABLOCKORTOPGTE,ADDADDITIAi SUBDIVISION A BLOCK OR TOP PLATE,ADD ADDITION BLOCKING AND EDGE NAIL NO. 5 3 4 BLOCK 13 �� WOOD FLOOR TRUSS AT WOOD BEAM �� WOOD FLOOR TRUSS AT WOOD STUD WALL LOT 20 NO SCALE NO SCALE KEYNOTES: KEYNOTES: 1. -0;TEEU55,SEE PLAN 1. WOOD TRUSS,SEE PLAN TWIN FALLS, 2. GONE DBL 2x TOP PLATE W/LAP SPLICE,SEE 2. WOODBEAM,SEE PLAN TYPICAL DETAIL 3. woo0 STUDWALL,SEE PLAN COUNTY 3. WOOD STUD WALL,SEE PLAN 8 4. WALL SHEATHING AS OCCURS,SEE PLAN 4 4. WALL SHEATHINGSE ASOCCURLLICHIS,SEE LAN 6 5. EDGE NuEATHIN ESEEPLAIN aeouLe PROJECT ADDRESS: 5. EDGE NAILING,SEE SHEARWALL SCHEDULE fi. 2A BOTTOF EATPLATE SEE PLAN 6. ROOF SHEATHING,SEE PWN ]. 2,ERWALLSCHEW/ATTACHMENT PER 418 I. 2HEARWALL SCHEDU/ATTACHMENT PER 6 SHEARWALL SCHEDULE SHEARWALL SCHEDULE 8. BOUNDARY NAILING,SEE PLAN 8. FLOORSRYNAING,SEEEEPLAN PARK VIEW 9. FLOOR SHEATHING,SEE PLAN 9. FLOORSHFATW/HANEER,5E 10,MOD DCLIPORTRUSS WITH NOTCHATLEDGER LOOP 10.WOOOJOIST W/HANGER SEE PLAN AND CLIP OR SCREW,SEE PLAN Il.IYN14'UAL LEDGERW/R7YN5'SOWS 3 11.1Y'l IA'UAL LEDGERW/f3)Yk5'SOWS i l 5CREWS AT EACH STD SCREWS 12.O.C. 9 12.WOGOTRU55 W/l6d NAILS AT 6"O.C.,SEE 12 12.2x BLOCKING W/(4)1 Ed NAILS BETWEEN e l0 PUN 9 8 EACH TRUSS DRAWING TITLE: I s FLOOR FRAMING 12 5 DETAILS 2 5 1 2 11 10 CONTRACTOR: 3 'anc l WOOD FLOOR TRUSS AT WOOD STUD WALL Ana 1 WOOD FLOOR TRUSS AT WOOD BEAM N 1/ NO SCALE � NO SCALE 1It KEYNOTES: KEYNOTES W 1. WOOD TRUSS W/HANGER,SEE PLAN ,. WOOD TRUSS,SEE PUN 0 2. WOOD BEAM,SEE PLAN 2, CONT DBL 2x TOP PLATE W/LAP SPLICE,SEE 1 3. BOUNDARY NAILING,SEE PLAN TYPICAL DETAIL J 4. FLOOR SHEATHING,SEE PLAN 3. WOOD STUDWALL,SEE PLAN 4, WALL SHEATHING AS OCCURS,SEE PLAN D 5. EDGE NAILING,SEE SHEARWALL SCHEDULE ff1 6 6. ROOF SHEATHING,SEE PLAN LLI B ]. 2x BOTTOM PLATE W/ATTACHMEM PER L SHEARWALL SCHEDULE r 8. BOUNDARY NAILING,SEE PLAIN 9, FLOOR SHEATHING,SEE PLAN 3 10.WOOD TRUSS WITH NOTCH AT LEDGER 3 q AND CLIP OR SCREW,SEE PLAN 12 11.IYNI IY0 DA LEDGER W/PUYN5"SDWS R SCREWS INTO EACH TRUSS WEB(24.O.C.) J 9 12.2x BLOCKING W/M IM NAILS BETWEEN EACH TRUSS N� 13,WOOD TRUSS W/16d NAILS AT 8"O.C.,SEE PLAN 5 13 2 1 11 I 2 10 S 3 4 �� WOOD FLOOR TRUSS AT WOOD BEAM �� WOOD FLOOR TRUSS AT WOOD STUD WALL NO SCALE NO SCLCE KEYNOTES: KEYNOTES: 1. WOOD TRUSS W/12)1 Ed NAILS,SEE PLAN ,. WOOD TRUSS W/(2)16d NAILS,SEE PLAN 2. DONE DEL 2x TOP PLATE W/LAP SPLICE,SEE 2. CONTI)L2x TOPPIATEW/IAPSPLICE,SEE 1YPICAL DETAIL TYPICAL DETAIL 3. WOOD STUD WALL,SEE PLAN 3. WOOD STUDWALL,SEE PLAN 4. FLOOR SHEATHING,SEE PLAN 4, WALL SHEATHING AS OCCURS,SEE PUN 5, EDGE NAILING,SEE SHEARWALL SCHEDULE 6. ROOF SHEATHING,SEE PLAN q I. 2x BOTTOM PLATE W/ATTACHMENT PER SHEARWALL SCHEDULE 3 g 8. BOUNDARYNAILING,SEEPLAN 9, FLOOR SHEATHING,SEE PLAN 10.CONT 2x6 RIBBON BOARD TO RECEIVE EDGE NAILING 9 8 11.WOOD TRUSS,SEE PLAN INTO ' 12.2.LEDGER WTORE EIE0EE EDGE SLING EACH TRUSSHEEL 13.2i BLOCKING W/(4)16d NAILS BETWEEN 12 EACH TRUSS TO RECEIVE EDGE NAILING 5 13 10 3 I 2 5 11 3 �� WOOD FLOOR TRU55 AT WOOD STUD WALL 1�� WOOD FLOOR TRUSS AT WOOD STUD WALL NO SCALE � NO SCALE SSYONAL F4,C `AGENS", /yFA 0 / 9TF OF cHA4T CHRX"' 10/31/2024 POINT STRUCTURAL LLC ENGINEER Brigham Christensen bnghamc@pointSt"""al.Com Phone-208-201-2523 CITY APPROVED PLANS JOB NUMBER:24-0130 ..eh.cm.comolp�x. PLANSMUST BEON 30a SITE SHEET NUMBER FOR ALL INSPECTIONS S11 DATE 28 OCTOBER 2024 PROJECT NAME: KEYNOTES: KEYNOTES: KEYNOTES: KEYNOTES: I. WOOD TRUSS W/CLIP OR SCREW,SEE PLAN 1. WOOD TRUSS W/CLIP OR SCREW,SEE PLAIN 1. WOOD TRUSS,SEE PLAN 1. WOOD STUD WALL,SEE PLAN A NEW 2. CONT DBL 2.TOP PLATE W/LAP SPLICE,SEE 2. COW DBL 2.TOP PLATE W/CAP SPLICE,SEE 2 2.4 x 8'-0 LONG AT 6'4Y"O.C.W/(2)16d 2. WOOD TRUSS,SEE PIN LDETAIL TYPICALDETAIL 9 0 NAILS AT EACH RUM 3. OUT RIGGERBEAM,SEE PLAN,ATTACHTO PROFESSIONAL 3. WOOD STUD WAL4 SEf PLAN 3. WOOD STUD WALL,SEE PLAN 3. WOOD TRUSS W/SDWCI56005CREW AT TOP PLATE W/(3)k10x4"SCREWS 4. WALLSHEATHINGAS OCCURS,SEE PLAN 4. WALLSHFA THING AS OCCURS,SEE PLAN 24.0.<. 4. WOODOUTLOOKERIOISTW/HANGEUSEE OFFICE 5. EDGE NAILING,SEE SHEARWALL SCHEDULE 5. EDGE NAILING,SEE SHEARWALL SCHEDULE 4. CONT DBL 2x TOP PLATE W/LAP SPLICE,SEE 6. PWJ 6. ROOF SHEATHING,SEE PLAN 6. ROOF SHEATHING,SEE PLAN TYPICALDETAIL ) 6. 5. WOODOUTLOOKERI01STW10)III NAILS, BUILDING SEE IN 7. IY"x16"LSL BLOCKING BETWEEN EACH I. lY"x16"LSL BLOCKING BETWEEN EACH 5. Won STUUWALL,SEEPIAN TRUSS TO E%TEND FROM ROOF TRUSS TO EXTEND FROM ROOF fi. WALL SHEATHING AS OCCURS,SEE PLAN b. (3116d NAILS SHEATHING TO WALL SHEATHING,TRUSS SHEATHING TO WALL SHEATHING,TRUM ). EDGE NAILING,SEE PLAN ). 2x6MINIMUM FASCIACONIINUOUSFOR BLOCKING MAY BE OMITTED EVERY THIRD BLOCKING MAN BE OMITTED EVERY THIRD 0. BOUNDARY NAILING,SEE PLAN -FROM CORNER,ATTACH TO EACH BAV BAY FRAMING TAIL W/(3)16d NAILS B. BOUNDARY NAILING,SEE PLAN B. BOUNDARY NAILING,SEE PLAN 9. ROOF SHEATHING,SEE PUN 5 9. TRUSS TAIL,SEE PLAN,-OVERHANG, 9. TRUSS TAIL,SEE PLAN,2'4 OVERHANG, BACK SPAN Y-0• 6 BACK SPAN 2'-0" 10.(5)16d NAILS AT TRUSS VERTICAL WEB AND 10(5)16d NAZIS AT TRUSS VERTICAL WEB AND 16d NAILS AT 6"O.C.ACROSS RD.9AINDER 0 16d"I Ai6"O.C.ACROSS REMAINDER OF TAIL DETAIL II.WOOD TRUSSWITHNO"CHATLEDGER 11.WOOD TRUSS WITH NOTCH AT LEDGER 3 AND CLIP OR SCREWS,SEE PLAN AND CLIP OR SCREWS,SEE PLAN Tto 12 1Y"x11FeeLVLLEDGERW/141Y4"x5-SDWS ) 12.1�"x112/'LVL LEDGER W/(4)Ye0-BDWS SCREWS INTO EACH STUD _ SCREWS INTO EACH TRUSS HEEL 13.2x BLOCKING W/(4)INS NAILS BETWEEN - 13.2x BLOCKING W/(4)INS NAILS BETWEEN[ACH RUM EACH TRUSSIC 2x BLOCKING W/(4)16d NAILS BETWEEN 14.2x BLOCKING W/(4)16d NAILS BETWEEN 5 PROPERTY LOCATION: EACH TRUSS TO RECEIVE EDGE NAILING EACH TRUSS TO RECEIVE EDGE NAILING 2 i�j 10 11 4 9 I 6. ' �'J 6 CANYON TRAILS b SUBDIVISION NO. 5 6. 14 4 BLOCK 13 012 - 13 �� WOOD TRUSS AT WOOD STUD WALL /'n'` OUTRIGGER FRAMING PLAN VIEW LOT 20 NO SCALE NO SCALE KEYNOTES: KEYNOTES: 1 1. WOODTRUSSW/CUPOR SCREW,SEEPLAN 1. WOODTRUSSW/CUPORSCREW,SEEPUN TWIN FALLS, 2. CONT DBL 2x TOP PLATE W/LAP SPLICE,SEE 2. CONT DBL 2x TOP PLATE W/LAP SPLICE,SEC 2 14 TYPICAL DETAIL TYPICAL DETAIL COUNTY 3. WOOD STVDWALL,SEEPIAN 3. WOOD STUD WALL,SEE PLAN 3 4. WALLSHEATHING AS OCCURS,SEE PLAN 4. WALL SHEATHING AS OCCURS,SEE PLAN PROJECT ADDRESS: 5. EDGE NAILING,SEE SHEARWALL SCHEDULE 5. EDGE NAILING,SEE 5HEARWALL SCHEDULE 0 6. BOUTINfATHING,SEEPLAN 0 6. ROOF IN EATHING,SEE PLAN 41 8 12 ). 2.TRUSS BLOCKING BETWEEN EACH TRUSS ) I)4"x16"LSLBLOCKINGBETWEEN EACH BOUNDARY NAILING,SEE PLAN TRUSS TO DITIND FROM ROO SHEATHING TO WALL SHEATHING,TRU55 • BLOCKINGMAYBEOMITTEDEVERYTHIRD PARK VIEW 3 _-_-_____ BN LOOP 8. BOUNDARY NAILING,SEE PLAN 9. TRUSS TAIL,SEE PLAN,2'4P OVERHANG, BACK SPAN 2'-B' 111(5)16d NAILS AT TRUSS VERTICAL WEB AND 16d NAILS AT 6"O.C.ACROSS RD.IAINDER D to DETAIL DRAWING TITLE: ROOF FRAMING DETAILS NOTfS: NOTES: NOTES: A.FASCIAPERARCHITELTURALUETAIIS A.FASCIA PER ARC HITELTURALUETAIIS 3 5 I A.NO BREAK IN SHEATHING BETWEEN TOP B. COORDINATEROOFVENTILATION B. COORDINATE ROOF VENTILATION 2 5 PLATE AND TRUSS BLOCKING 4 B. FASCIA PER ARCHITECTURAL DETAILS C. COORDINATE ROOF VENTILATION CONTRACTOR: 3 1(0 4 0 1 WOOD TRUSS AT WOOD STUD WALL 1� WOOD TRUSS AT WOOD STUD WALL !an'1 WOOD TRUSS AT WOOD STUD WALL 1/sn�l WOOD TRUSS AT WOOD STUD WALL N NO SCALE NO SCALE NO SCALE NO SCALE LL KEYNOTES: KEYNOTES: KEYNOTES: KEYNOTES: W 1. WOODTRUSSW/CLIPOR SCREW,SEEPLANI. WOODiRUSSW/QIPOR SCREW,SEEPLAN 1. WOODTIFUSSW/CLPORSCREWSEEPLAN 1. WOODTRUSS,SHPIAN2. CONTDBLMOPPLARW/IAPSPLICE,SEE 2. CONE OIL UTOP PLATE W/UP SPLICE,SEE 2. 2x4 x B'A"LONG AT Y-0-O.C.W/(2)16d2. CONT.WOOD BEAM SEE PLAN 1TYPICALDETAIL TYPICALDETAIL 3. WOODSTUDWALL,SEE PLAN 9 NAILS AT EACH TRU55J3. WOOD STUDWALL,SEE PLAN 3. WOOD STUDWALL,SEEPIAN 3. WOODTRUSSW/SDWCI56005CREWAT 4. WALLSHEATHING AS OCCURS,SEE PLANF7tg 4. WALL SHEATHING AS OCCURS,SEE PLAN 4. WALLSHEATHINGASOCCURS,SEEPVJ 5EDGE NAILING,SEE 5HUMNALL SCHEDULE32.O.C. 5EDGE NAILING,SEE SHEARWALL SCHEDULE 5 EDGE NAILING,SEE SHEARWALL SCHEDULE 6. ROOFSHEATHING,SEE PLAN TYPICALDETAIL6. ROOF SHEATHING,SEE PLAN 6. ROOF SHEATHING,SEE PLAN ) 1Y°x16"LSL BLOCKING BETWEEN EACH 5. WOOD STUDWALLSEfPLAN ). 1Y'-LSL BLOCKING BETWEEN EACH ). IYN16-BLBLOCKINGBEIWEENEACH TRUSSTOE%TENDFROMROOF b. WALL SHEATHING AS OCNRS,SEE PLANTRUSS NO BLEND FROM ROOF TRUSS TO MEND FROM ROOF SHEATHINGTO WAIL SHEATHING,TRU55 SHEATHING TO WALLSHEATHING,TRU55 SHEA"HINGTO WALLSHMTHING,TRUS BLOCKING MAY BE OMITTED EVERY THIRD 12 ). EDGE NAILING,SEE PLAN BLOCING MAY BE OMITTED EVERY THIRD BLOC KING MAY BE OMITTED EVERY THIRD BAy BAY BAY 8WOOUIOIST SEE PLAN0. BOUNDARY NAILING,SEE PLAN9. 2x BLOCKING W/LTP4 BETWEEN EVERY 8. BOUNDARY NAILING,SEE PLAN B. BOUNDARY NAILING,SEEPIAN 9TRUSSPAN SEE PLAN,2'0'OVERHANG,9 9. TRUSS TAIL,SEE PLAN,2'4Y OVERHANG, 9. TRU55 TAIL,SEE PLAN,2'-O'OVERHANG, BACK SPAN 2'-0" JOIST,TRUSS BLOCKING MAY BE OMITTED BACK SPAN 2'-0" BACK SPAN 2'4Y 13 8 EVERY THIRD BAY 6 10 10.16dPEI 6d NAILS AT RUM ACEASRELWEB AND II BOUNDARY NAILING,SEE PLAN 10.16d N NAILS S O.C.S ACROSS REMAINDER WEB AND 10.I M Nd NAILS AT TRUSS VERTICAL WEB AND OF NAZIS AT 6"O.C.ACROSS REMAINDER 8 ) II.ROOF SHEATHING,SEE PLAN 16d NAILS AT 6"O.C.ACROSS REMAINDER OCTAL NAILS 6.O.C.ACROSS REMAINDER OF NAIL (3)1Ad NAILS OR HANGER OF TAIL OF TNL 11.CONT DBLTAIL PLATE W/CAP SPLICE,SEE 12 4 11.WOOD JOIST W/HANGER,SEE PLAN I1.WOODTRUSS WITH NOTCH AT LEDGER 2 5 9 TYPICAL DE"AIL 6' 13.ATTACH TRUSS TOP CHORD TO 12.lyx14•LVL LEDGER W/G)Y'x5'SDWS AND CLIP OR SCREWS,SEE PLAN 12.CN6"SUNS SCREWS AT 12'O.C. OUTLOONER JOIST W/-3,'$"SCREW 12.IYNI IA"LVL LEDGER W/(4)Y"x5"5DW5 5 SCREWS AT EACH STUD ) 13.POCKET TRUSS AROUND BEAM At SCREWS INTO EACH TRUSS HEEL d REQUIRED 13.2.BLOCKING W/14116d NAILS BETWEEN ) EACH TRUSS 14.UBOTTOM PLATE W/16d NAZIS AT 6"O.C. 3 I5.WOOD BEAM,SEE PUN 1 II 3 NOTES: IO 5 NOTES: A NO BREAK IN SHEATHING BETWEEN TOP S 9 13 A. NO BREAK IN SHEATHING BETWEEN TOP 1 PLATE AND TRUSS BLOCKING PLATE AND TRUSS BLOCKING NOTfS: B. FASCIA PER ARCHITECTURAL DETAILS E. FASCIA PER ABOLTECIURAL DE"AILS A.COORDINATEROOFVENTILATION C COORDINATE ROOF VENTILATION 3 C. COORDINATE ROOF VENTILATION 5 B. FASCIA PER ARCHITECTURAL DETAILS 12 11 8 � WOOD TRUSS AT WOOD STUD WALL 5 U WOOD TRUSS AT WOOD STUD WALL WOOD TRU55 AT WOOD STUD WALL NO SCALE NO SCALE NO SCALE 14 KEYNOTES: KEYNOTES: KEYNOTES: 8 1. WOODTRUSSWITHNOTCHATLEDGER 1. WOOD TRUSS W/CLIP OR SCREW,SfEPWJ 1. WOODTRUSSW/CLIPOR SCREW,SEEPIAN b 2 5 AN O CLIP OR SCREWS,SEE PLAN 1 2. CONT DBL 2.TOP PLACE W/AI SPLICE,SEE 2. M-WOSATTRU,SEEPLAN 2. CONT DBLTAIL PLATE W/LAP SPLICE,SEE 2 3. (5116d NAILS AT.C.AROSSREMAIN ANU TYPICALTUD TYPICAL DETAIL 16d NAILS AT 6"O.C.ACROSS REMAINDER 3. WOOD SEATHING,SO PLAN 3WOOD STUDWALL SEE PLANOFNAL 4. WALL SWAIN,,G ASOCCURSS E PLAN CHEDU4. WALL SHEATHING AS OCCURS,SEE PLAN 3 b 4. WALL SHEATHING AS OCCURS,SEE PLAN 5. EOGf NAILING,SEE SHEARWALL SCHEDULE 5 EDGE NAILING,SEE SHEARWALL SCHEDULE 5. EOGENARING IHICCMWALLSCHEDULE 6. ROOFSHEATHING,SEE PLAN 6. ROOF SHEATHING,SEE PLAN 14B 6ROOF SHEATHING,SEE PLAN ). U5,xI6"LSL BLOCKING BETWEEN EACH ). D)LAYERSOFGYP-BOARDFORFIRERATED ). 1Y"x16"LSL BLOCKING BETWEEN EACH TRUSS TO E%IENO FROM ROOF WALL PER ARCH TRUSS iO E%TEND FROM ROOF F7tv SHEATHINGTO WAIL SHEATHING,TRUSS BOUNOARYNAILING,SEEPLAN ___ SHFATHINGTOWALLSHFATHING,TRUSS BLOCKINGMAYBfoMITTEDfVERVTHIRD IJ 9. WYNY SUWS SCREWS AT I6"D.C. __ BLOCKING MAY BE OM17ED EVERY THIRD BAY - BAY . BOUNDARY NAILING,SEE PLAN 10.141fid NAl15INTO EACH LADDER FRAMING 0. BOUNDARY NAILING,SEE PLAN 9 TRUSSPAN SEE PLAN,2'L'OVERHANG, JOIST 9TRUSS TAIL SEE PLAN,2'D'OVERHANG, BACK SPAN 2'-0" E PLAN 3 '" 106dN6OLC,ABOSS12.2xLEDGE RWID)JU06-SCREWSIMO 10,POCKET TRUSS AROUND BfAM AS16d NAILS Ai 6"OC ACROSS REMANDER EACH STUD 5 REQUIRED or TAIL 13,LADDER FRAMING AT I6"O.C. 14.NO SPLICE ALLOWED IN SHEATHING FOR 4'A"FROMEDGEOFROOF 5 9 12 15.121111 14 IL RIM BOARD LEDGER 11111 K58"SOWS SCREWS 16,2x BLOCKING BETWEEN EACH 5NUDT0 RECEIVE EDGE NAILING NOTES: 5 NOTES: NOTES: A.FASCN PER ARCHITECTURAL DETAILS A.NO BREAK IN SHEATHING BETWEEN BEAM A NO BREAK IN SHEATHING BETWEEN TOP 15 B. COORDINATEROOFVENTILATION AND TRUSS BLOCKING 5 PLATE AND TRUSSBLOCKING I NOTES: B. FASCIA PER ARCHITECTURAL DETAILS B. FASCIA PER ARCHITECTURAL DETAILS 11 A FASCIA PERM HITE(.TURALDETAILS C. COORDINATE ROOF VENTILATION 4 C. COORDINATE ROOF VENTILATION B. COORDINATE ROOF VENTILATION �� WOOD TRUSS AT WOOD STUD WALL /o T WOOD TRUSS AT WOOD BEAM �� WOOD TRUSS AT WOOD BEAM WOOD TRUSS AT WOOD STUD WALL NO SCALE NO SCALE NO SCALE NO SCALE KEYNOTES: KEYNOTES: 1. WOOD TRUSS,SEE PLAN 1. WOODIOIST W/CLIP OR SCREW,SEE PLAN 2. 2A xea"LONG AT 6'4"O.C.VA Q116d 2. CONTDBL 2x TOPPIATEW/LAPSPLICE,SEE NAILS AT EACH TRUSS TYPICAL DETAIL 3. ROOF SHEATHING,SEEPLAN 3, WOOD SIUDWALLSEEPLAN ASS\ONAL FN�/ 4. (3)I6d NAILS OR HANGER 4. WALLSHEATHING AS OCCURS,SEE PLAN Del `\G ENS", yF 5. ATTACHTRUSSTOPCHORDTO 5. EDGENAILING,SEE SHEARWALL SCHEDULE QQ• A 3 10 OI3TLOOKER JOIST W/-an'SCREW 6 ROOF SHEATHING,SEE PLAN O 9. 6 WAL. L SHEATHING M OCCURS,SEE PLAN ). EDI HEIGHT Ix BLOCKING BETWEEN EACH ). EDGE NAILING,SEE PLAN tl JOISTW/A35 CLIP,BLOCKING MAYBE OMITTED EVERY THIRD BAY 0. -11011,SEE PLAN a. BOUNDARY NAILING,SEE PLAN / 9Tf OF2. 9 A,BETWEEN EVERY JOIIT,BLOCKING /TRUSS BLOCKING MAY BE OMITTED CHq'b CHRtst�� EVERY THIRD BAY ) 10.BOUNDARY NAILING,SEE PLAN 10/31/2024 POINT ) 2 5 STRUCTURAL b. LLC 4 ENGINEER Brigham Christensen Norfs: bdghamc@pointStructural.- Phone-208-201-2523 2 A.COORDINATE-VENTILATION NOTES: B. FASCIA PER ARCHITECTURAL DUALS JOB NUMBER:24-080 A. COORDINATE ROOF VENTILATION 1 B. FASCIAIMARCHITECTURALDETAILS CITY APPROVED PLANS SHEET NUMBER w°aM<oa°<omPlw.n �� WOOD TRUSS AT WOOD BEAM �� WOOD JOIST AT WOOD STUD WALL ANS S 1 Y NO SCALE NO SCALE PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS DATE 28 OCTOBER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING 122'-0" PROPERTY LOCATION: 108'-0" 2' 2' 63'-0' 45,_0,. CANYON TRAILS SUBDIVISION 29'_6" 4'-0" 29'-6" NO. 5 BLOCK 13 REFERENCE LINE FOR STONE LEDGE LOT 20 CF2 r.____� n Ilo of _______________________________________________ ___________________camL________________________________________ __________________________________ r —__ -FO� TWIN FALLS, ____ 3 -6 _________________ _ _ __ __ __ __ __ __�li I 1 ________________________________________� I �----------- ---------------- ----------------------- ------------------------------ I o COUNTY I I I I w 24"x IS'BLOCK OUT IN PROJECT ADDRESS: DATION WALL FOR Q F Q CF2 Q Q Q Q Q c FRESH AIR INTAKE L______________ _____________ ______________ _____ ______________ ________ __________ ____________ ________ l 418 CW7 --------------- ----------------------------------------------------------------------------------------------------- PARK VIEW I I LOOP I I CF1 L _____________________________________- I I ; iDRANING FOOTING & 61' FOUNDATION DIMENSION I I I I I I I I I m I PLAN I crz I I i I — I CONTRACTOR: ------------------------------ CF2 - CW7 I I I N � I J I � I I I I D CF1 flWl _ I I I I ------------------------------- I I CF1 L r ------------- ----------------------J f 11'-9 3/4" I I I I I � I I I P4 I I I I I I I I CF1 CF3 ____ `-----------------------J I I I I N < o 3 3 1 I I � 44._6. I CF5 � ; I I CF1 n c4i P1 n -------------------------------------------------------------------------------------------------------------------- I I o I I 45' S" 31'-5" � I I I I P2 P2 P1 PI P3 y CF2 CF7 I L_____________________________ r I L CF2 ------------ 41'-6" H 4 30'-6" CF4 I CF1 HTT4 \ \\ < I I I I \ j \ \ n I I I � P3 CF1 F---- \ \ I I 0 --------------- �\\ f I \\ \\ CF \ _ _____________________________________________J CF4 CF1 11'-9 3/4" -'\ I I \ \\\ 35' 10" .I L J . h_____________ 1 I I \ \ \ 11 o P4 \ CFI ti Q` Q Q Q Q Q f----- -1 I I ti I \\ CW1 L_____________________CF2 I______________ ___,,,_ _J L_______________ _______J CW1 CW1 -� r 1 �_____________ ______________- J CF2 F_________________________________________ - r 4 I I I u J `-------' CF2 li \ CF2 -CAL ------ - - ------ -— -- -----1 r cFs - 4 U - o -----� ------------- I � U 3 � o I ' L J 'y I U I II CW7 CF2 II ----------------- �,\ONAL ---------------------------------------------------------------- J CF2 C�O4 `\QEN3pQ yFA O cHA4T CHR15tE 3'-0" 8'-0" 12'-0" 22'-2" 31'-8" 16'-0" 13'-2" 16'-0" 10 1 024 76'-10" 45'-2" POINT 122'-0" STRUCTURAL LLC ENGINEER Brigham Christensen bnghamc@pointstmctuml.com FOOTING AND FOUNDATION DIMENSION PLAN Phone-208-201-2523 30"x 42"DRAWING SCALE: 1/4"= I'-0' doe NUMBER:24-o80 CITYroAPPROVED PLANS I SHEET NUMBER PLANS MUST BE ON JOB SITE FOR ALL INSPERIONS S2 NORTH DAATT E 28 OCTOBER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 REFERENCE LINE FOR LOT 20 2"STONE LEDGE TWIN FALLS, 101 I 102 106 PROJECT ADDRESS: Q Q e Q1 Q e Q e 418 PARK VIEW LOOP loz B3 DRAWING TITLE: MAIN LEVEL FLOOR FRAMING PLAN B3 Q Q 110 Q 110 CONTRACTOR: _t2l P3 N x oz W TYPICAL FLOOR SHEATHING 107 0 30d°NAILS AT RATEDAPA 6"o/c ATP FLOOR ANELII EDGES AND BOUNDARY AND 127 P/c IN THE FIDD 0 L M CRAW SPACE 771" WJ1 D 111 N 83 -- B6 __ CRAWL SPACE P3 II II 102 P3 II 83 II TYPICAL 3'-0'WIDE OPENING 112 MAXIMUM-DO NOT PLACE OPENING BELOW P0 TYPICAL FLOOR SHEATHING 5T P3 : 110 111 3/4"APA RAYED BOOR SHEATHING W/ Q'L P1 P1 II 1OU NAILS AT fi°o/c AT PANEL EDGES AND BOUNDARY AND 12"o/c IN THE FIELD B3 II II I I i II P3 P1 F 83 m I I II ill 110 II ill II P3 101 B3 II P3 83 107 ip, P3 110 I �Q 112 Cry Q`ti 2 I- B3 -- - _ 10 � u u u u u u u u 101 I 101 101 102 102 --u u-J REFERENCE LINE FOR 2'STONE LEDGE 101 �SSAONAL F4,C, 101 C�O4 `YgENgFQ yFA BEAM (B) SCHEDULE 0 FRAME OUT FOR 3X3 MAIN LEVEL FLOOR FRAMING PLAN MARK HEADER E BEAM It OF Y� CHR15 CRAWL SPACE ACCESS 50"x 42"DRAWING SCALE:1/4"=1'-0" 131 (2) 2x6 OR 4x6 OR (2) 1-3/4 x 5-1/2 L.V.L. 2.0E 10/31/2024 FOR MECHANICAL ACCESS B2 (2) 2x8 OR 4x8 OR (2) 1-3/4 x 5-1/2 L.V.L. 2.OE B3 (2) 2x10 OR 4x10 OR (2) 1-3/4 x 7-1/4 L.V.L. 2.0E POINT WOOD POST SCHEDULE B4 (2) 1-3/4" x 9-1/2" L.V.L. 2.OE STRUCTURAL LLC MARK SIZE SPECIES AND GRADE NOTES WOOD JOIST (WJ) SCHEDULE B5 (1) 1-3/4" x 11-7/8" L.V.L. 2.0E ENGINEER MARK JOIST FACE MOUNT HANGER TOP FLANGE HANGER B6 (2) 1-3/4" x 11-7/8" L.V.L. 2.0E Brigham Christensen P1 (2)2x6 DOUG FIR N0.2 bdghamc@pointstmctuml.com (3)2x6 DOUG FIR N0.2 WJ1 11-7/8"TJI 210 AT 16"o/c IUS2.06/11.88 ITS2.06/11.88 B7 (3) 1-3/4" x 11-7/8" L.V.L. 2.0E Phone-208-201-2523 JOB NUMBER:24-080 P3 (2)2x4 DOUG FIR NO.2 WJ2 14"TJI 110 AT 24"o/c IUS1.81/11.88 ITS1.81/11.88 B8 (1) 1-3/4" x 14" L.V.L. 2.0E SLOPED=LSSR1.81Z CITY APPROVED PLANS P4 (3)2x4 DOUG FIR NO.2 WJ3 14"LSL RIM BOARD B9 (2) 1-3/4" x 16" L.V.L. 2.OE n..�...ep.coa.c.mPre"�. SHEET NUMBER PLANS MUST BE ON..N SITE B10 (3) 1-3/4" x 14" L.V.L. 2.oE FOR ALL INSPECUUNS S3 B11 (3) 1-3/4" x 18" L.V.L. 2.0E OR 5-1/8" x 18" GLULAM 24F-V4 NORTH DATE 28 OCTOBER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BLOCK 13 LOT 20 yA 0 0 0 0 0 TWIN FALLS, D a COUNTY PRO 4 JECT ADDRESS: 418 PARK VIEW TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT TREATMENT LOOP NO.1 NO.2 NO.3 NO.4 NO.5 NO.6 DRAWING TITLE: D MAIN LEVEL SHEARWALL _______�_______u_______ _______ _______ _______u_______ _______ _______ ------- o & HOLDOWN PLAN CORRIDOR REST�ROOM ACCESSIBLE CORRIDOR 4 W ACCE DREST ROOM OFFICE Q CARTS STERILIZATION lillil 14YOlENE J NO.I HA q LAB J D II STORAGE C CARTS L ACCESSIBLE 4A REST ROOM II OFFICE 0 HY6IEIE HYGIENE LEASE CORRIDOR N0.2 SPACE WAITING STORA� 100 CORRIDOR IBLE REST R ROOM REST ROOM PANG II I II II O O JIII III :E�III{III HYGIENE DIII CORRIDOR NO.5 _ II II II Hn4 O L.'b eA MEDICAL Hna CONSTULATION GAS II I II II CHECK-IN RECEPTION OFFICE I 3A" D HYGIENE 3A" NO.4 I I I I I I II II II II II 9A VESTIBULE JANITOR s-° LANDING ic I I II 1 II II 1 II II II II I II 1 II II 1 II II II II II I II 1 II II 1 II II II II II I II 1 II II 1 II II II II II II II 1 II II 1 II II II I II =IU I II 1 II II 1 II II II II II L BUSINESS STORAGE HYGIENE NO.5 0 D Q 0 1 0 Al Q EQUIPMENT MECHANICAL D ROOM o NAL ALTERNATE STAPLE SCHEDULE QT Di p4SS OG NSppNC�yB FOR APA RATED SHEATHING ae A SHEARWALL TYPE SCHEDULE O MATERIAL: 7/16"SHEARWALL OR ROOF SHEATHINGSPECIF ED ALTERNATE TES FASTENIER FASTENER 1.OEll ARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC.SOME TYPES MAY NOT BE USED ON THE PLANS. iCHq'H FC HRISS4'�9 0.NAIL 0x2 1/2" MAIN LEVEL SHEARWALL HOEDOWN PLAN 2.FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16"ON CENTER INTO MAXIMUM. 10/31/2024 NAIL SPACING 3.ANCHOR BOLTS TO FOUNDATION SHALL BE 10"LONG AND SHALL BE EMBED 7"INTO CONCRETE.EXPANSION BOLTS AS SPECIFIED IN OR SHOT PINS MAY BE USED AT INTERIOR WALLS(AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN)PER THE WOOD WALL 13 GAUGE 14 GAUGE 15 GAUGE 16 GAUGE 50"x 42"DRAWING 5GALE: 1/4"=I'-0" SUPPLEMENTAL INSTRUCTIONS. OR DIAPHRAGM 4.A MINIMUM OF(2)ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE.PROVIDE(1)ANCHOR BOLT POINT SCHEDULES MINIMUM WITHIN 9"OF EACH END PIECE. Bd COMMON 0 12"O.C. 0 12"O.C. 0 12"O.C. 0 12"O.C. 0 12' O.C. 5.PROVIDE CONTINUOUS DOUBLE 2.TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL.UNLESS NOTED OTHERWISE STRUCTURAL (U.N.C.),LAP SPLICE TOP PLATE A MINIMUM 4'-0-WITH 16d NAILS STAGGERED AT 2"ON CENTER(O.C.)((24)16d LLC NAILS TOTAL BETWEEN SPLICE JOINTS.) 8d COMMON 0 6"O.C. 0 6"O.C. 0 6"O.C. 0 5"O.C. 0 4"O.C. 6.PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. 7. BLOCK ALL PANEL EDGES.EDGE NAIL SHEATHING AT BLOCKED EDGES. ENGINEER 8d COMMON 0 4"O.C. 0 5"O.C. 0 4"O.C. 0 3"O.C. 0 2.5"O.C. /� 8. "PERFORATED"ABOVE MARK DENOTES PERFORATED SHEARWALL,SHEATH/BLOCK/NAIL ABOVE AND BELOW ALL OPENINGS. Brigham Christensen 8d COMMON 0 3"O.C. 0 4"O.C. 0 3"O.C. 0 2"O.C. ONE HOLDOWN SCHEDULE bnghamc@pointstmctUFel.com MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT Phone-208-201-2523 8d COMMON 0 2"O.C. NONE NONE NONE NONE MODEL HOEDOWN ANCHOR MINIMUM MINIMUM FASTENERS JOB NUMBE 24-O80 MARK BOLT EMBEDMENT COLUMN REMARKS/OPNON CONCRETE:)�"0 A.B.W Y"x3"x3" CITY APPROVED PLANS R: NUMBER TYPE TO COLUMN / DIAMETER IN CONCRETE SIZE 7/16"APA RATED SHEATHING 8d COMMON 8d COMMON P ALL STAPLE TO HAVE 7/1fi°MINIMUM CROWN W101H AND MUST BE INSTALLED LATE WASHERS AT 36"O.C. S e..;,..eyc.e.c,.,P ••. t WITH THEIR CROWNS PARALLEL TO THE LONG DIMENSION OF THE FRAMING MEMBERS HTT4 HTT4 1/2" 14" 2-2x (26)-16d (BLOCKED) AT 6"0/C AT 12"0/C CONCRETE: .s§"4 A.B.W/)ti"x3"x3" PIANSMUST BEON JOB SITE SHEET NUMBER NAILS ONE SIDE OF WALL PLATE WASHERS AT 48"O.C. FOR AwNSPE-ONs FRAMING SHALL BE 3X OR W WHEN NAIL SPACING IS LESS THAN 3°ON CENTER 20-16d WOOD:16d STAGGERED AT 6" S4 MINIMUM PENETRATION FOR ALLLL STAPLE GAUGES IS 1-1/2° MSTC40 MSTC4O 2-2x NAILS O.G. NORTH DATE 28 OCTOBER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE TYPICAL ROOF SHEATHING BUILDING 15/32" APA RATED ROOF SHEATHING W/ 8d NAILS AT 6" O.C. AT PANEL EDGES AND BOUNDARY AND AT 12" O.C. IN THE FIELD. SEE TRU55 MANUFACTURER SHOP DRAWINGS FOR TRU55 CONFIGURATION TIE EACH ROOF TRU55 AT BEARING LOCATIONS WITH(1)42.5A OR(I)HI CLIP OR 5DW0I5600 SCREW TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS AT 16"o%U.N.O. PROPERTY LOCATION: PROVIDE ONE TRIMMER STUD(TS)AND ONE KIN6 STUD(K5) AT ALL OPENINGS U.N.O. CANYON TRAILS -- SUBDIVISION 302 NO. 5 WJ3 TYPICAL ALL TRUSS TAIL FRAMING BLOCK 3 LOT 20 USE(2)R25ZATTACHMENT SDWCI5H15 SCREWS FOR I 0 TRU55 ATTACHMENT TO THIS WALL B2 82 82 82 --- B2 -- B2 - 302 / TWIN COUNTY TYSL 301 TYPICAL PROJECT ADDRESS: --- --- --- m0 418 84 84 82 84 PARK VIEW PROP eD°T°RUSS i TYPICAL LOOP m TYPICAL I I ' DRAWING TITLE: 303 � I PRE-MANUFACTUR WOOD TRUSSES ioi MAIN LEVEL DRAG TRU55=II$00 Y(A ) ROOF FRAMING 302 1 m DROP Dol"w PLAN , GABLE TRU55 e` Q P3 e 06 CONTRACTOR: B3 B2 B3 DROP DOWN __ - ____ SABLE TRUSS B C OU$- _ --- - E/1 /VFyy� A I LL A10 IQ- 03 DRAFT STOP m I W DETA j 0 J_ D � N m - 9y- PRE-MANUFACTURED WOOD TRUSSES F _�F 0 DROP DOWN LEDGER GABLE TRU55 -5/4"x II-V6"L.V.L.LEDGER W/ (5)I/4"41.5'SDW5 7 SCREW5 AT 12'o/c 202 1 (3)KS I I I n IIIII IIIII e1 m, 3 B9 CONTINUOUS IN FLOOR 1 1 P3 1 1 rn 20 'o P3 201 303 i F I Q i(3)KS P3 1 I I� I z I P2 dP2 Pi �m P7 P3 1 B11 B11 I m --- - 11 -- --- - -- --- --- -- --- - H I 90 1 P3 I F 313 312 33'-9 1/2" P1 P3 (3)KS 307 201 �mm PRE MANUFACTURED WOOD TRUSSE rp, , I 1 , - I 310 i� �I m F P3 ' F I P7 I $ I (3)KS LEDGER j m -5/4"x II-T/6"L.V.L.2.OE W P3 (2)1/4'm x 5"51MP50N SD5 SCREWS AT 16"o/c 1 Q P4 f f ery ery Q 1 � c ---- - - ---- - ---- ---- , � B9 CONTINUOUS IN BOOR - 34 137 B4 i 81 B1 ATTACH BEAM TO POST -- -- -- -B1 206 314---.. -- --- 205 309 W/(2)MT512 TWIST STRAPS 308 302 5 LEDGER 83 21'-6" B10 CONTINUOUSSDWCI5600 SCREWS FOR 00 B2 WJ2 Bl 82 BB (2)KS (2)KS TRUSS ATTACHMENT TO THIS WALL �=A BEAM (B) SCHEDULE a HEADER/BEAM / (2)KS 121 KS 305 121 KS (2)KS O MARK SIZE T (2) 2x6 OR 4x6 OR (2) 1-3/4 x 5-1/2 L.V.L. 2.0ELEDGER /C M?1- B1 )1/(5)1/2 Hq (5)1/z•m x a-1/2^s1MPsoN B2 (2) 2x8 OR 4x8 OR (2) 1-3/4 x 5-1/2 L.V.L. 2.0E TYPICAL SDS SCREWS AT 16"o/d 10/31/2024 B3 (2) 2.10 OR 4x10 OR (2) 1-3/4 x 7-1/4 L.V.L. 2.0E MAIN LEVEL ROOF FRAMING PLAN POINT B4 (2) 1-3/4" x 9-1/2" L.V.L. 2.0E 50"x 42"DRAWING SCALE: 1/4"=L-O" " c STRUCTURAL B5 (1) 1-3/4" x 11-7/8" L.V.L. 2.0E 305 305 LLC B6 (2) 1-3/4" x 11-7/8" L.V.L. 2.OE WOOD POST SCHEDULE B7 ENGINEER B7 3 1-3 4" x 11-7 8" L.V.L. 2.oE 00 WJ2t Brigham Christensen ( ) / / MARK SIZE SPECIES AND GRADE NOTES bnghamc@pointshuctuml.com Phone-208-201-2523 B8 (1) 1-3/4" x 14" L.V.L. 2.0E 305 JOB NUMBER:24-OBO P1 (2)2x6 DOUG FIR NO.2 B9 (2) 1-3/4" x 16" L.V.L. 2.0E B10 (3) 1-3/4" x 14" L.V.L. 2.0E P2 (3)2x6 DOUG FIR No.2 CITY APPROVED PLAN$ SHEET NUMBER P3 (2)2.4 DOUG FIR N0.2 ..e>e.c=a.c=mvu=,.. B11 (3) 1-3/4" x 18" L.V.L. 2.0E OR 5-1/8" x 18" GLULAM 24F-V4 vIANSMUSTBEONIoeSITE S5 P4 (3)2x4 DOUG FIR N0.2 FOP ALL INSPECTIONS NORTH DATE 28 OCTOBER 2 124 PROJECT NAME: WJ3 A NEW TYPICAL ALL TRI155 TAIL FRAMING PROFESSIONAL 302 OFFICE 0� BUILDING --- --- --- -- B3 BEAM (B) SCHEDULE MARK HEADER/BEAM DROP DOWN SIZE DROP DOWN TYPICAL ROOF SHEATHING: GABLE TPV66 &ABLE TRUSS B1 (2) 2x6 OR 4x6 OR (2) 1-3/4 x 5-1/2 L.V.L. 2.0E 15/32" APA RATED ROOF SHEATHING W/ B2 (2) 2x8 OR 4x8 OR (2) 1-3/4 x 5-1/2 L.V.L. 2.OE 8d NAILS AT 6" O.C. AT PANEL EDGES AND BOUNDARY AND AT 12" O.C. IN THE B3 (2) 2x10 OR 4x10 OR (2) 1-3/4 x 7-1/4 L.V.L. 2.0E FIELD. PROPERTY LOCATION: B4 (2) 1-3/4" x 9-1/2" L.V.L. 2.0E SEE TRUSS MANUFACTURER PRE-MANUFACTURED WOOD TRUSSES CANYON TRAILS SHOP DRAWINGS FOR TRUSS B5 (1) 1-3/4" x 11-7/8" L.V.L. 2.OE CONFIGURATION SUBDIVISION B6 (2) 1-3/4" x 11-7/8" L.V.L. 2.0E TIE EACH ROOF TRU55 AT BEARING LOCATIONS WITH(1)42.5A 303 303 NO. 5 OR(1)HI CLIP OR 5DWCI5600 SCREW B7 (3) 1-3/4" x 11-7/8" L.V.L. 2.0E BLOCK 13 B8 (1) 1-3/4" x 14" L.V.L. 2.0E TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS AT 16"o1c U.N.O. 3 3 LOT 20 PROVIDE ONE TRIMMER STUD(TS)AND ONE KING STUD(KS) B9 (2) 1-3/4" x 16" L.V.L. 2.0E AT ALL OPENINGS U.N.O. B10 (3) 1-3/4" x 14" L.v.L. 2.OE TWIN FALLS, COUNTY B11 (3) 1-3/4" x 18" L.V.L. 2.0E OR 5-1/8" x 18" GLULAM 24F-V4 PROJECT ADDRESS: 418 WOOD POST SCHEDULE PARK VIEW MARK SIZE SPECIES AND GRADE NOTES LOOP P7 (2)2x6 DOUG FIR N0.2 P2 (3)2x6 DOUG FIR N0.2 DRAWING TITLE: P3 (2)2x4 DOUG FIR No.2 B3 B3 83 ---- --- --- --- tK� (�l UPPER LEVEL P4 (3)2x4 °OUG FIR N°.2 FRAMING WQOD JOIST (WJ) SCHEDDLE (2)KS Nop PLANS WJ3 TYPICAL ALL TRU55 TAIL FRAMING MARK JOIST FACE MOUNT HANGER TOP FLANGE HANGER CONTRACTOR: UPPER LEVEL ROOF FRAMING PLAN wJ1 11-7/8"TJI 210 AT 16"o/c IUS2.06/11.88 ITS2.06/11.88 50"x 42"DRAWING SCALE: 1/4"=I'-0" WJ2 14"TJI 110 AT 24"o/c IUS1.81/11.88 ITS1.81/11.88 N = ILYL WJ3 14"LSL RIM BOARD SLOPED LSSR1.81Z 0 J_ ffl TL �S�CO SSG yS�c"a �SLu� GIRDER FLOOR TRUSS Q e� Q 7 89 CONRNUWS IN FLOOR P3 203 204 1 P3 201 F STAFF ROOM STORAGE m I P3 ROOM 1 1 208 m m P3 P2 � B11 o P3 0 D Q Q 3-O a ROOF BEAM TO 3 51T ON TOP OF WALL TYPICAL FLOOR SHEATHING: 3/4"APA RATED FLOOR SHEATHING W/ nm 10d NAILS AT 6"a/c AT PANEL EDGES I P3 AND BOUNDARY AND 12"o/c IN THE BE MECHANICAL ACCESSIBLE 1 ROOM REST ROOM 201 � HAN&FLOOR e II I it II II II li p II I II ]! B 5TAFFON BEAM IN FLOOR ROOM liii i j—P3 ROOM LAN Fl � DING I Ili 'I I I I I I I 1 IIII II I �I I I I I I I I II II R I I I I I I I -3/4G LEDE �� 1 x II-l/8 L.V.L.2.OE W '1 207 Q (3)1/2'm x 4-1/2"SIMP50N ]I 5D5 SCREWS AT 16"o/c B9 CONTINUOUS IN FLOOR SSG �5��'0 �SSV �S��o 14,_9" 206 16,_11" 205 HOTDOW STRAPS TO UPPER LEVEL BETWEEN SECONDCOND FLOOR SHEARAALL $HOLDOAN PLAN B2 B, --©----a2---- 50"x 42"DRAWING SCALE: 1/4"= I'-0' �SSAONAL C�O4 `AGENgFQ y^„A UPPER LEVEL FLOOR FRAMING PLAN 0 qT p 30"x 42"DRAWING SCALE: /4"=I'-O" /CHgM F OF CHRts 10/31/2024 POINT STRUCTURAL LLC ENGINEER Brigham Christensen bnghamc@pointshuctuml.com Phone-208-201-2523 JOB NUMBER:24-080 CITYV APPROVED PLANS <ed.<,mPlp^n SHEET NUMBER PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS S6 NORTH DATE 28 OCTOBER 2024 PROJECT NAME: GENERAL STRUCTURAL NOTES A NEW (APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS) PROFESSIONAL GENERAL REQUIREMENTS: FOUNDATION NOTES: CONCRETE: WOOD: DEFERRED SUBMITTAL ITEMS: OFFICE DEPICTED 1. IN LIEU OF A GEOTECHNICAL REPORT:THE FOUNDATION HAS BEEN DESIGNED ACCORDING TO THE 1.MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS: 1. GENERAL:DO NOT NOTCH OR DRILL JOISTS,BEAMS,OR LOAD BEARING STUDS WITHOUT PREFABRICATED WOOD ROOF TRUSSES BUILDING 1. PR MARIUCTORAFEGUARD AND MEMBERSMAJOR RSTRUCTURAEIN HAVE BEEN DESIGNED RECOMMENDATIONS OF CHAPTER 18 OF THE IBC. PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT.DOUBLE UP � LIFE,NOTTO LIMIT DAMAGE OR MAINTAIN FUNCTION(IBCSECTION 101.3). USE: CONCRETE MAX W/C AIR ENTRAINMENT JOISTS AND BLOCKING UNDER PARTITIONS.PROVIDE 2"(NOMINAL)SOLID BLOCKING AT PREFABRICATED WOOD FLOOR TRUSSES 2. THE SOIL DESIGN VALUES LISTED BELOW HAVE BEEN APPROVED BY THE STRENGTH RATIO SUPPORTS OF ALL JOISTS.UNLESS NOTED OTHERWISE ON PLANS/DETAILS PROVIDE 2x SOLID 2. THESE DRAWINGS,AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS,HAVE CITY/COUNTY BUILDING DEPARTMENT,CONTINGENT THAT THE SOIL ON THE SITE BLOCKINGAT MID-HEIGHT OF BEARING STUD WALLS.ALL NAILING NOTNOTEDSHALLEE BEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE AND PREDOMINATELYCONSISTS OF SAND AND/OR GRAVEL. FOOTINGS 3500 PSI 0.50 5.5%±1% ACCORDING TO IBC TABLE 2304.10.1.JOIST HANGERS AND OTHER MISC.FRAMING ANCHORS COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY SHALL BE SIMPSON STRONG-TIE COMPANY,INC.OR OTHER MANUFACTURER WITH CURRENT REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES.THEY SPECIFIC SOIL CLASSIFICATIONS SHOULD BE ONE OF THE FOLLOWING:SANDY ICC-ES APPROVAL. NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN GRAVEL OR GRAVEHGW OR GP),SAN MEW AND SP),SILTY SAND(SM),CLAYEY FOUNDATION WALLS 4500 PSI 0.45 5.5%x 1% EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING SAND(SQ,SILTY GRAVELCM),OR CLAYEY GRAVEUGQ.THESE SOIL 2. SAWN LUMBER:FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE KNOWLEDGEOF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING CLASSIFICATIONS CAN BE FOUND IN TABLE 1806.2 OF CHAPTER 18 OF THE IBC INTERIOR CONCRETE SLABS 3500 PSI 0.45 N/A GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION(WWPA)OR THE WEST REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE.AS NOT ON GRADE COAST LUMBER INSPECTION BUREAU(WCLIB).ALL SAWN LUMBER SHALL BE STAMPED WITH EVERY CONDITION OR FRAMING ELEMENT IS(OR CAN BB EXPLICITLY SHOWN ON VERIFICATION OF SOIL CLASSIFICATION IS THE RESPONSIBILITY OF THE 2. ALL NORMAL WEIGHT CONCRETE SHALL BE REGULAR WEIGHT OF 150 POUNDS PER THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY.SAWN LUMBER SHALL HAVE THESE DRAWINGS,IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY CONTRACTOR. THE FOLLOWING MINIMUM GRADE UNLESS NOTED OTHERWISE IN SCHEDULES: ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT CUBIC FOOT USING HARD-ROCK AGGREGATES.AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. EXPLICITLY SHOWN. THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE: 3. LAP SPLICES FOR BEAMS AND FLOOR SLABS SHALL BE ACCORDING TO CHAPTER 12 OF USE: MATERIAL: PROPERTY LOCATION: 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE.THEY DO NOT INDICATE ALLOWABLE BEARING PRESSURE 1500 PSF ACI 318 OR LAP SCHEDULE ON THESE DRAWINGS. THE EMETHOE OF CONSTRUCTION.THE MEANS,METHOD SHALL S,TECHNIQUES, UES,SSOLELY 2X4STUDS DOUGLAS-FIR NO.2,MINIMUM(U.N.O.) CANYON TRAILS RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES ALLOWABLE LATERAL BEARING PRESSURE 150 PSF/FT STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH.NO TACK WELDING OF AND PROCEDURES,CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE ON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STRUCTURAL ENGINEER.LATEST ACT CODE AND DETAILING MANUAL APPLY.PROVIDE S U B D I V I S I O N STATED HEREIN IS NOT EXCEEDED.OPTIONS ARE FOR CONTRACTOR'S ALLOWABLE LATERAL SLIDING COEFFICIENT 0.25 BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS 2X6 STUDS DOUGLAS-FIR NO,2,MINIMUM(U.N.O.) C CONVENIENCE.F AN OPTION IS USED,THE CONTRACTOR SHALL BE RESPONSIBLE AND INTERSECTIONS PER TYPICAL DETAILS.VERTICAL WALL BARS SHALL BE SPLICED AT NO. 5 FOR ALL NECESSARY CHANGES,AND SHALL COORDINATEALL DETAILS. LATERAL BACKFILL PRESSURE(UNRESTRAINED) 45 PSF/FT OR NEAR FLOOR LINES. JOISTS,TOP PLATES AND ALL OTHER SAWN DOUGLAS-FIR NO.2 OR BETTER 4. WHERE DISCREPANCIES OCCUR BETWEEN PLANS,DETAILS,GENERAL STRUCTURAL LUMBER BLOCK13 NOTES AND SPECIFICATIONS,THE GREATER REQUIREMENTS SHALL GOVERN. LATERAL BACKFILL PRESSURE(RESTRAINED) 60 PSF/FT ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS LOT 20 TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS,BUT 'CLEAR"OR"CLR"ARE TO CENTER OF STEEL.MINIMUM COVER FOR NON-PRESTRESSED BEAMS AND POSTS DOUGLAS-FIR NO.2 OR BETTER SHALL APPLY NONE-THE-LESS,WHERE NO DETAILS ARE SHOWN,CONSTRUCTION 3. AONE-THIRD INCREASE IN BEARING PRESSURES 15 ALLOWED WITH SEISMIC OR WIND CONCRETE REINFORCING SHALL BE AS FOLLOWS: SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.DETAILS MAY SHOW ONLY LOAD COMBINATIONS.LATERAL BEARING AND LATERAL SLIDING RESISTANCE MAYBE 3. PLYWOOD:ALL PLYWOOD SHALL BE C-D OR C C SHEATHING CONFORMING TO STANDARD ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. COMBINED. MINIMUM PS 1-95.LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TO SUPPORTS(ON ROOFS LOCATION: TOLERANCE COVER WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL TO SUPPORTS,USE A MINIMUM OF TWIN FALLS, 5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, FOUNDATION BEARING DEPTH 5-PLY PLYWOOD,STAGGER JOINTS).ALL NAILING,COMMON NAILS.BLOCKING AT PANEL MECHANICAL,PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES,DRAWINGS CAST AGAINST EARTH(FOOTINGS) 3" ±%" EDGES WHERE INDICATED ON PLANS.ALL PLYWOOD SHALL BE OF THE FOLLOWING COUNTY AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.CONTRACTOR SHALL BE 24"BELOW FINISHED GRADE NOMINAL THICKNESS,SPANANDEX RATING AND SHALL BE NAILED AS FOLLOWS UNLESS RESPONSIBLE FOR VERIFICATION OFCONSTRUCTION.ALL DIMENSIONS WITH ARCHITECTURAL SLABS ON GRADE 1Y:" ±Yo" NOTED OTHERWISE ON THE PLANS: PROJECT ADDRESS: THE ARCHITECT ND ST RT OF UCTURALENGINEER. RESOLVE ANY DISCREPANCY WITH 4, ALL FOUNDATIONS SHALL BEAR ON COMPACTED ENGINEERED FILL OR COMPETENT THE ARCHITECT AND STRUCTURAL ENGINEER. PLYWOOD ALTERNATE:AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATED 418 NATIVE SOLE SUBBASE COMPACTED CE 9T G DRY DENSITY(STANDARD PROCTOR). EXPOSED TO EARTH OR WEATHER-#5 AND SMALLER 1Yz' x�° SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL OF GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDING FOR 6. BY THE BUILDING CODES, CALBUILDIN3C CHAPTER DEPARTMENTS,ORWISE HATAREEPLANSED OWNER,ARCHIEGUARTECT GUARANTEED ROOFE IT R.RATED DSHEDONGSHALL ROOFS HEREBUWITH ROOF PARK VIEW PERIMETER FOOTINGS.WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLY ADJACENT BY THE BUILDING CODES,LOCAL BUILDING DEPARTMENTS,OR BY THESE PLANS TO BUILDING,GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST 5 FEET FROM EXPOSED TO EARTH OR WEATHER-#6 AND LARGER 2" x%" SYSTEM IS TO BE GUARANTEED BY ROOFER.RATED SHEATHING SHALL COMPLY WITH SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING CURRENT ICC-ES REPORTS AND SHALL HAVE A SPAN RATING EQUIVALENT TO OR BETTER DEPARTMENT,SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN BUILDING.CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN AND NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE THAN THE PLYWOOD IT REPLACES.ATTACHMENT AND THICKNESS(WITHIN Y„)SHALL BE THE LOOP PLACEMENT. OFFICIAL INSPECTION,UNLESS SPECIFICALLY CONTRACTED FOR. FREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETE GROUND ROOF SLAB 1 y' SAME AS THE PLYWOOD IT REPLACES.INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 7. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO 5. CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4 INCH(MIN)LAYER OF STRUCTURAL SLABS AND WALLS %" Y, NOMINAL INDEX ITEMS REQUIR EDGE ATTACHMENT: FIELD ATTACHMENT: ED BY ARCHITECTURAL SPECIFICATIONS,THE CONTRACTOR SHALL LOCATION: REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL ITEMS NOT IN ACCORDANCE FREE-DRAINING GRANULAR MAT(DRAINAGE FILL COURSE).THE MAT SHOULD CONSIST THICKNESS: RATING WITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW.VERIFY ALL OF A WELL GRADED SAND AND GRAVEL MIXTURE WITH MAXIMUM 3/4-INCH CRUSHED BEAMS AND COLUMNS(PRIMARY)REINFORCEMENT,TIES, I)S, Y, DRAWING TITLE: DIMENSIONS WITH ARCHITECT.ANY CHANGES,SUBSTITUTIONS,OR DEVIATIONS AGGREGATE.THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESS THAN 95%OF STIRRUPS AND SPIRALS FROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED.ANY OF THE THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 5. MAXIMUM SLUMP FOR ALL CONCRETE SHALL BE 6".PORTLAND CEMENT SHALL WALLS %/l OR y" 2%6 8d AT 6"O.C. 8d AT 12"O.C. GENERAL AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, 5. BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THE WALLS CONFORM TO ASTM C150.TYPE V CEMENT SHALL BE USED FOR CONCRETE IN CONTACT SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'S ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS AND CONCRETE WITH ALKALINE SOIL,AND TYPE II ELSEWHERE. STRUCTURAL REVIEW,UNLESS NOTED ACCORDINGLY.ANY ENGINEERING PROVIDED BY OTHERS OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTED BELOW. AND SUBMITTED FOR REVIEW,SHALL BEAR THE SEAL OFA STRUCTURAL ENGINEER 6. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND ROOF %6'OR y" %6 8d AT 6"O.C. 8d AT 12"O.C. NOTES REGISTERED IN THE APPROPRIATE STATE.THE SHOP DRAWINGS DO NOT REPLACE CONCRETE PLACEMENT UNLESS APPROVED BY THE TESTING AGENCY. THE ORIGINAL CONTRACT DRAWINGS.ITEMS OMITTED ORO NCORRECTLY REINFORCING STEEL: ROOF '%i'ORY" 'y6 8d AT 6"O.C. IOd AT 12"O.C. AND ARE NOT FLAGGED THE STRUCTURAL ENGINEER AREE NOTT T TO BE 7. CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN ACT 614, CONSIDERED CHANGES TOO ORIGINAL DRAWINGS.THE ADEQUACY OF ENGINEERING ACT 301 AND ACT 318.MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED,EXCEPT DESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING OR 1. ASTM A615 GRADE 60(FY=60 KSI)DEFORMED BARS FOR ALL BARS#4 AND LARGER. ASTMA615 THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND AND UNDER FLOOR DUCTS, ROOF 11112.'OR%" 4%o IOd AT 6"O.C. IEd AT 12"O.C. SUBMITTING AUTHORITY.REVIEWING IS INTENDED ONLYASANAIDTOTHE GRADE 40(FY=40 KSB DEFORMED BARS FOR ALL BARS#3 AND SMALLER. GRADE 60 DEFORMED BARS ETC.CAST CLOSURE POUR,WHERE SHOWN ON PLANS AROUND COLUMNS AFTER CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS.RESPONSIBILITY FOR SHALL BE USED FOR CONCRETE WALLS,BEAMS,ELEVATED SLABS AND COLUMN REINFORCING. COLUMN DEAD LOAD IS APPLIED.REMOVE ALL DEBRIS FROM FORMS BEFORE PLACING CONTRACTOR: CORRECTNESS SHALL REST WITH THE CONTRACTOR.ALLOW(5)WORKING DAYS FOR CONCRETE. ROOF �3i'OR%" 4B/4 I Od AT 6"O.C. I Ed AT 12"O.C. THESTRUCTURAL ENGINEER'S REVIEW.ONE COPY OF EACH SUBMITTAL WILL BE 2. WELDING OF REINFORCING BARS SHALL BE MADE ONLY TO ASTMA706 GRADE 60 BARS RETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS. AND ONLY USING E90 SERIES RODS.WELDING OF REINFORCING BARS SHALL BE MADE ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING,DOWELS,BOLTS, �` [` 3. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS.ALL BARS PER CRSI ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS. ANCHORS,PIPES,SLEEVES,ETC.,SHALL BE SECURELY POSITIONED IN THE FORMS BEFORE ROOF %g" %a 1 Ed AT 6"O.C. 1 Ed AT 12"O.C. E/� BASIS FOR DESIGN: PLACING THE CONCRETE. VTy� LL SPECIFICATIONS AND HANDBOOK.DOWEL ALL VERTICAL REINFORCING TO 8. ALL CONCRETE SLABS ON GRADE SHALL BE DIVIDED INTO AREAS BY CONTROL JOINTS #10 SCREWS AT 6"O.C. #10 SCREWS AT 6"O.C. W 1. BUILDING CODE:2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS. FOUNDATION.SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. (KEYED OR SAW CUT)SUCH THAT ONE SLAB AREA DOES NOT EXCEED A MAXIMUM FLOOR y"T&G 46%4 OR#8 SCREWS AT 12" OR#8 SCREWS AT 12" LENGTH OF 24 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS(EXAMPLE:4"SLAB= O.C. O.C. 0 RISK CATEGORY=II 8'W LENGTH).SQUARE LAYOUTS ARE PREFERRED,BUT THE SLAB GEOMETRY MAY J DICTATE OTHERWISE.THE RATIO OF THE LONG TO SHORT DISTANCE SHALL NOT EXCEED 1.3.IT IS RECOMMENDED THAT SAW CUTS BE MADE WITHIN 16 HOURS OF #10 SCREWS AT 6"O.C. #10 SCREWS AT 6"O.C. 2. VERTICAL LOADS CONCRETE BATCHING. FLOOR %"T&G %i OR#8 SCREWS AT 12" OR#8 SCREWS AT 12" IT�TTT O.C. O.C. W LOCATION LIVE/SNOW LOAD DEAD LOAD KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING, L ALL OTHER JOINTS MAY BE SAW CUT. #10 SCREWS AT 6"O.C. #10 SCREWS AT 6"O.C. r 9. HORIZONTAL PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN FLOOR lY"T&G 6%6 OR#8 SCREWS AT 12" OR#8 SCREWS AT 12" ROOF ROOF=25 PSF 20 PSF STRUCTURAL CONCRETE AND SLABS ON GRADE EXCEPT WHERE SPECIFICALLY O.C. O.C. APPROVED OR NOTED BY THE STRUCTURAL ENGINEER.PIPES AND CONDUITS SHALL T LOBBY=100 PSF NOT IMPAIR THE STRENGTH OF THE WORK. 4. SCREWS AT FLOOR SHEATHING SHALL BE#8 SCREWS AND SHALL PENETRATE AT LEAST IY," 7 FLOOR PATIENT ROOMS=40 PEE 20 PSF INTO THE SUPPORTING MEMBER.ALL FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING UPPER STAFF ROOM=80 PSF 10. FLYASHMAYBE USED ONLY IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS AND MEMBERS WITH AN APA AFG-01 QUALIFIED ADHESIVE. 3. DEFLECTION LIMITS; SHALL BE LIMITED TO 18 PERCENT OF CEMENTITIOUS MATERIALS AND SHALL HAVE A Y� REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED.NO FLY ASH ADDITIVES 5. NOMINAL 2.AND 3.DECKING.TONGUE AND GROOVE TYPE.MINIMUM Fb=1,600 PSI, SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. MINIMUM E=1,300,000 PSI.INSTALL WITH TONGUES UP SLOPE ON PITCHED ROOFS,AND ELEMENTS LIVE LOAD TOTAL LOAD OUTWARD IN THE DIRECTION OF LAYING ON FLAT ROOFS.NAIL EACH PLANK WITH 16d 11. COLD/HOT WEATHER CONCRETE CONSTRUCTION:PROTECT CONCRETE FROM DAMAGE TOENAIL(THIRD THE TONGUE)AND 16d FACE NAIL AT EACH SUPPORT.DECK SHALL BE OR REDUCED STRENGTH IN COMPLIANCE WITH ACT 305 AND 306. INSTALLED AS SIMPLE SPAN WITH ALL PLANKS BEARING ON TWO SUPPORTS.FOR REFERENCE AND/OR ADDITIONAL INFORMATION SEE AITC 117-2010. ROOF TRUSSES/JOISTS U360 U240 12. CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND APPROVED BY THE STRUCTURAL ENGINEER. 6. GLUEDCOMBINATION N AT 4F-V4BEAM AT GLUED-LAMINATED BEAMS SHALL BE DOUGLAS FIR COMBINATION AT 24F-V4 AT SIMPLE SPAN BEAMS AND 24F-V8 AT MULTI-SPAN AND FLOOR TRUSSES/JOISTS U600 U240 CANTILEVERED BEAMS WITH THE FOLLOWING MINIMUM PROPERTIES:FB=2,400 PSI,TV=190 13. LIMIT ALKALI-SILICA REACTION(ASR)TO 0.1%EXPANSION AT 28 DAYS IN CONCRETE MIX PSI,FC(PERPENDICULAR)=650 PSI,E=1,800 KSI.ALL BEAMS SHALL BEFABRICATED USING AT ALL EXTERIOR CONCRETE AND INTERIOR CONCRETE EXPOSED TO MOISTURE. WATERPROOF GLUE.FABRICATION AND HANDLING PER LATEST AITC AND WCLA BEAMS V360 U240 STANDARDS.BEAMS TO BEAR GRADE STAMP AND AITC STAMP AND CERTIFICATE.CAMBER AS SHOWN ON DRAWINGS.STANDARD CAMBER IS BASED ON A RADIUS OF CURVATURE OF 3. SEISMIC DESIGN PARAMETERS: 2000 FEET. 7. LAMINATED VENEER LUMBER(LVU:DESIGN,FABRICATION AND ERECTION IN ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE ACCORDANCE WITH THE LATEST ICC-ES REPORT.MINIMUM PROPERTIES FOR LVLs SHALL BE: FB=2,600 PSI,FV=285 PSI,E=2,000 KSI. IMPORTANCE FACTOR le=1.00 B. PARALLEL STRAND LUMBER WSU:DESIGN,FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC-ES REPORT.MINIMUM PROPERTIES FOR PSLs SHALL BE:FB SITE CLASS D =2,900 PSI,TV=290 PSI,E=2,000 KSI. SEISMIC DESIGN CATEGORY B 9. LAMINATED STRAND LUMBER USU:DESIGN,FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC-ES REPORT.MINIMUM PROPERTIES FOR LSLs SHALL BE:FB MAPPED SPECTRAL RESPONSE 51=0.081,5s=0.186 =2,325 PSI,TV=310 PSI,E=1,550 KSI. ACCELERATIONS 10. SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE OF TREATED FIR.SHEAR WALLS DESIGN SPECTRAL RESPONSE AND EXTERIOR WALL SILLS AT CONCRETE SLAB SHALL HAVE A MINIMUM OF(2)ANCHOR ACCELERATIONS so'=0.130,Spy=0.198 BOLTS PER PIECE.PROVIDE ANCHOR BOLT AT 9"MAXIMUM,4"MINIMUM FROM THE END OF EACH PIECE AT SPLICE OR END OF WALL.MAXIMUM ANCHOR BOLT SPACING SHALL BE 72"ON PERCENT SNOW INCLUDED WITH CENTER UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.ALL ANCHOR BOLTS(OTHER SEISMIC LOADS 0 THAN BOLTS FOR HOLDOWNS)SHALL EMBED 7"INTO CONCRETE.ANCHOR BOLTS FOR HOLDOWNIS SHALL NOT BE CONSIDERED AS PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS.ALL EXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS.INTERIOR HORIZONTAL SHEAR TRANSFER ELEMENTS: WALLS MAY BE SECURED TO CONCRETE WITH EITHER ANCHOR BOLTS OR POWER DRIVEN SHOT PINS UNLESS NOTED OTHERWISE ON PLANS. PLYWOOD SHEARWALUS) R=6.5,C,=0.030 11. BOLTING:ALL BOLTS IN WOOD CONNECTIONS SHALL CONFORM TO ASTM A307.BOLTS 4. WIND DESIGN PARAMETERS(STRENGTH): SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1 16"LARGER THAN THE W(DIAMETER)OF THE BOLT.BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT STEEL WASHERS UNDER HEADS AND NUTS.NICK THREADS TO PREVENT ULTIMATE WIND SPEED 115 MPH 0 SECOND GUST) LOOSENING. WIND EXPOSURE C 12. PREFABRICATED WOOD TRUSSES:PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. IMPORTANCE FACTOR W=1.00 WHERE UNINHABITABLE ATTIC SPACE CAN BE USED FOR STORAGE,A 20 PSF LIVE LOAD ON THE BOTTOM CHORD SHALL BE INCLUDED IN THE ANALYSIS.BRIDGING SIZE AND SPACING INTERNAL PRESSURE COEFFICIENT +/-0.18 BY TRUSS MANUFACTURER UNLESS NOTED OTHERWISE.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER FOR REVIEW PRIOR TO MANUFACTURE FOR BOTH ROOF AND FLOOR TRUSSES WHEN USED. COMPONENT AND CLADDING PRESSURE 29 PSF SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS.ALL CONNECTORS SHALL HAVE CURRENT ICC-ES APPROVAL.ADDITIONAL TRUSSES NET UPLIFT ON ROOF 12.4 PSF SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT.PER IBC SECTION 2303.4 AND TPI-1:EACH TRUSS SHALL BE LEGIBLY BRANDED,MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS,THE DESIGN LOADS,AND THE TRUSS SPACING-WITHIN TWO FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD. SSXONAL F4,C `YGENSpQ /yFA 0 cHA4T CHR15tE 10/31/2024 POINT STRUCTURAL LLC ENGINEER Brigham Christensen bdghamc@pointshuctuml.com Phone-208-201-2523 JOB NUMBER:24-080 CITY APPROVED PLANS SHEET NUMBER nn;w.aMcw.mmN�=,�. S/�J PLANS MUST BE ON lOB SITE FOR ALI INSPECTIONS DATE 28 OCTOBER 2024 PROJECT NAME: KEYNOTES: KEYNOTES: KEYNOTES: A NEW KEYNOTES: 1. CONCRETE STAB ON GRADE 1. CONCRETE SLAB ON GRADE I. FINISHED GRADE WHERE OCCURS 1 WOODBfAM 2. COW REYEDJOINT 2. CONT KEYED JOINT 2. DONOTE%CAVATEATRE NCH CLOSEk PROFESSIONAL 3. SAWCUTVWCUT IDExY'SLABTHICKNESSIN 3. SAWCUTYe'WID y0LAB TNICENESS IN THAN A45-ANGLE TOBELOWBOTTOM 2. (2116d NAILS AT 2.O.C. PER . DE C T SHALL FOOTING OR FOUNDATION 3. KINGSTUUEACHSIDEOFBEAM ENOUGHTOPREVENT SHRINALL BE MADE KAGE ENOUGH TOPREVENi SHRINKAMADE GE 3. BOTTOM OF CONCRETE FOOTING OFFICE 4. SOLID BUILT-UP POST BELOW BEAM CRACK ING,BUTNOT50SOONAST0 CRACKING,BUT NOT SO SOON ASTO 4. BOTTOM OF TRENCH BUILDING 5 I-. STRAP BROKEN TOPONSIDE CAUSESPALLING OF THE CONCRETE WHILE CAUSE WALLING OF THE CONCRETE WHILE OR TOP SAWING.WORK MUST BE COMPLETE SAWING.WORK MUST BE COMPLETE 1 5 WITHIN 16 HOURS OF CONCRETE 3 1 WITHIN 16 HOURS OF CONCRETE 6. CONT OIL 2x TOP PLATE W/LAP 3 PLACEMENT. PLACEMENT. SPLICE PER TYPICAL DETAIL TYPICAL SOLID BLOCKING I. FULL HEIGHT KING STUD EACH SIDE OFBFAM VENTILATION OPENINGS 4 5 d _ B I OKT. HGA CLIP EACH SIDE _- - 9. FULL-HEIGHT KINGSTUDATEND OF DEPTH % _d - B AM 6" 2" 10.FULL BRIGHTKING STUNOPPOSITE - 2 SIDE OF ME BEAM 8" 1 5" �/ /t SAWCUT POINT Ip 3" 13'OR LARGER 3" n 2 2 TYPICAL SOLID BLOCKING 3 1 4 WITH PREFAB VENTILATION AT TOP PLATE PROPERTY LOCATION: x x s L\ i ' \ Ir 11 r/`\ AO NNISHED GRADE WHERE OCCURS CANYON TRAILS KEYNOTES: - KEYNOTES: J/� A.KEYEDIOINiEDGES ONLY OCCURPLACEMENT A ATY XP SEDEDGES DONLY URING LAC �� �� B. DO NOT A45-AVATEATRENCH CLOSER ATFXFOSEDEDALLY NOTED PLACEMENT UN ESS SE EDGES NOTE PLACEMENT FOOTING OR FoU TO BELOW BOTEOh1 SUBDIVISION UNLESS SPECIFICALLY NOTED ON THE KEYED DINT UNLE555PECIFICALLY NOTED ON THE FOOTING OR FOUNDATION PLANS. PLANS. q �� B. ROOL WET IOINP,"ZIP STRIP',ETC � B. "TOOL WIT IOINT','ZIP STRIP",ETC C.BOTTOM OF CONCRETE FOOTING NO. 5 / SOLID 1x BLOCKING ' 3 SHALL MATCH SAWCUT REQUIREMENTS SHALL MATCH SAWCUT REQUIREMENTS D.BOTTOMOFTRENCH WITH HELD cur vENnLAnoN BLOCK 13 �� ELEVATION-TYPICAL SOLID BLOCKING CONTROL JOINTS IN CONCRETE SLAB ON GRADE I1 TRENCH PARALLEL TO CONTINUOUS STRIP FOOTING LOT 20 2 AF- NO SCALE NO SCALE NO SCALE 1 0 KEYNOTES: KEYNOTES: A KEYNOTES: 4 1. WOOD STUD WALL,SEE PUN 1. HOLUOWNANCHORBOLT I. FINISHED GRADE WHERE OCCURS TWIN FALLS, 2. WOOD HEADER 2. TOP OF CONCRETE OR COLD JOINT z. DONOTE%CAVATEATRENCHCLOSER COUNTY 3. KING STUNS)PER PLAN ANCHORSCHEDULE J. DBL NUTAND 2'W PLATE WASHER °d - MANA45"ANGLETOBELOWBO-1 AT MID WALL FOOTING OR FOUNDATION 4. U116d NAILS Ai 2'O.C, 4. ADDITIONAL VERTICAL BARIN,SEE 3. BOTTOM OF CONCRETE FOOTING 2 5. 1 Ed NAILS AT IS'O.C. cxoaoi azwne 1E1.1 SCHEDULE PROJECT ADDRESS: 6. TRIMMER STUNS)PER PLAN lxx ALL"I.MA 5. TOP REINFORCING BAR IM4 BAR 4. BOTTOM OF TRENCH 2 u+ h MINIMOW PER PLAN d°e 418 >4 PARK VIEW 9 LOOP AT CORNER z 2 4 1 3 ° 2 S DRAWING TITLE: I TYPICAL cl/ ala �<d DETAILS A £u 2 ed 6 NOTES: A. NO PIPE SHALL PASS THROUGH FOOTING OR UNDER COLUMN FOOTINGS.FOR AT BEAM 3 TRENCHES GREATER THAN 3'6'BELOW CONTRACTOR: / t SECTION BOTTOMOF FOOTING,SEE PIPE PASSING ° 4 BELOWWALLFOOIING DETAIL. �� TYPICAL HEADER CONNECTION �� TYPICAL ANCHORAGE FOR"H D"TYPE HOEDOWN ( ro 1 PIPE PASSING UNDER WALL FOOTING IN SHALLOW TRENCH N �c l TYPICAL BEAM POCKET No scaLE No scalE �� No scALE LL o scA E KEYNOTES: NOTES: 0 KEYNOTES: KEYNOTES: 1. LAP-SEEG.S.N. I. STEM WALL 1. HOEDOWN,SEE PLAN 1. DBL TOP PLATE Oj 2 2. MA%IMUMYF LAP BUT NO MORE THAN A' 2. CONCRETE FOOTING 2. EGS WALL SHEATHING AS OCCURS,SEE PLAN z. WOODSTUD WALL yE� JAB MIN I� }, WIRE TIES 3. I'b'NOTMAXIMETRUCTU. RAL ENGI EER PRIG J. PLYWOOD SHEATHING 4. 1dU MINIMUM) d I'd'NOTIFY STRUCNRAL ENGINEER PRIOR 3. W000 JOIST,SEE PLAN TO PLACEMENT OF FOOTINGS) 2 4. WOOD POST,SEE HOLGWN SCHEDULE 4. WOOD POSTABOVE BAR OFFSET 5. RADIUS 3d FOR BARS NOT OVER ��- ///8 d ^ 4. BACKFILL AND RECOMPACTTRENCH PER W 5. FLOOR SHFAMING,SEE PLAN 5. WOOD TRUSS OR JOIST 3 M8;4d FOR#A N10 AND#11 BARS;5d FOR ° 4 4 ° SOILS REPORT AND SPECIFICATIONS 6. SOLIUBLOCKING WffHIN JOIST BAY z 6. SOLID BLOCKING BETWEEN FLOORS, BARS WITH1860ADEGREEOOON GRADE40 5. BOTTOM OF TRENCH L I. ALL THREAD TO MATCH HOLDOWN MATCH BEARING WIDTH WITH POST ° r REQUIREMENTS ABOVE,MINIMUM 6 4DN'MINIMUM) 4 I. SIMPSON A35 CLIP EACH SIDE OF SOLID ]. 12d NO DECREE HOCK) 8. CONT h DBL TOP PLATE W/LAP SPLICE,SEE BLOCKING,WHERE POST ABOVE IS MORE 5 TYPIcaLDETAB THAn(2)STUDKOTHERWISEATTACHTo SPLICE DETAIL BAR CLEARANCE B. Id11MINIMUMI 0 's C 9. WOOD POST,MATCH POSTABOVE 3 TOP PLATE W/U)I Ed TOE NAILS AT EACH 9. 13S DEGREE BEND L BLOCK 10.BEND AROUND 1)''PIN FORk3 BARS.BEND _ 8. WOOD POST BELOW 6 AROUND2-PIN FORk4BARS.BEND a 9. CONT2x BOTTOMPLATE d d" 5 AROUND 2H'NN POTS p58AR5. 3 10.BONY 2x PT SOLE PLATE w/ANCHORd1 O BOLTS 62 I1.CONCRETE WALL L 12.CONY RIM BOARD 5 BEND&HOOK DETAILS " 6 3 2 8 O B B 9 NOTES: 9 g A.DO NOT UNDERCUT EXISTING FOOTINGS 6 0 10 B. NO THRU ALL FOOTINOMER GS SHALL PASS MRU WALL FOOTINGS OR UNDER e COLUMN TIES BEAM STIRRUPS COLUMN FooTINcs 9 T8 TYPICAL REINFORCING DETAILS �1 PIPE PASSING BELOW FOOTING IN DEEP TRENCH 12 3 NO SCALE NO SCALE KEYNOTES: 2 I. SLOPED FINISH GRADE 2. MINIMUMFOOTINGDEPTHPERG.S.N.02- MINIMUM) CLASS B 3. DEEPEN ACCOUNT OT FOR GOPED AS UIREDGRADE TO TENSION ACCOUNT FOR SLOPED GRADE PSI SIZE f, 3,B00 PSI fc 4,000 fc=5,000 4. CONCRETE FOOTING 5 • yr• AR P51 HORIZONTAL BARS VERTICAL AND HORIZONTALBARS VERTCALAND HORIZONTAL BARS VERTCAL AND f• • W/»3'aF CONC. W/>12.OFCONC. W/>I2.OFCONC. ° �• BELOW BELOW BELOW 5'-0" w 12 p 2 12 A O y •• • 15' IS" 6 6 ii ••• e d S4 O B M. 9 da e 0 e ulo 11 x" BT 9T IS' BT 6I" I 2 4 1. TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE MAN 12'OF FRESH CONCRETE IS CAST IN ME MEMBER BELOW REINFORCEMENT. 2. UNLESS NOTED OTHERWISE,LAP SPLICES IN CONCRETE BEAMS,SLABS AND WALLS SHALL BE CLASS"B" KEYNOTES: TENSION LAP SPLICES, A.KEYED JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING PLACEMENT UNLESS SPECIFICALLY NOTED ON THE NOTES: PLANS. A FOR ADDITIONALINFORMMON,SEE NOTES: B. ROOLWETIOINT',"ZIPSTRIP•,ETC PLANS AND DETAILS A.FLOORJOISTORIENTATIONMAYVARY SHALL MATCH SAWCUT REQUIREMENTS � TYPICAL DETAIL FOR FOUNDATION EMBEDMENT �� STRAP AND"HD"TYPE HOEDOWNS BETWEEN FLOORS T( i a 1/ SOLID BLOCKING BETWEEN FLOORS � STEEL REINFORCING LAP SPLICES IN CONCRETE T4 No scAlE NO SCALE �/ NO SCALE NO SCALE KEYNOTES: KEYNOTES: KEYNOTES: P N M PER SCHEDULE 1. NAILS BETWEEN SPLICE LOCATION I. EDGE NAILING 1. CORNER DOWELS TO MATCH ONAL PER SCHEDULE-STAGGERED HORIZONTAL REINFORCEMENT GRADE S� F 2. PREFAB WOOD TRUSS,TRUSS 4j N('j 4 2. DBL2x TOPPLATE 4 1 MANUFACTURERSHALLPRONDE O WHERE OCCURS 4A� AGEN$F /y 3. WOOD STUD WALL,SEE PLAN VERTICALWEBTO MATCH 2. CONCRETE WAIL WIM REINFORCD.IENT QO ` O F� 4. SPLICE OVER SCUD LOCATION OF SHEAR PANEL 3. LAP SPLICE PER TYPICAL STEEL C A 3. X/'PLYWOOD SHEAR PANEL WITH I REINFORCING LAP SPLICES IN O 5. SIMPSON ST6224 OR MSTC40 STRAP ✓b AT 6"O.C.AT PANEL EDGES AND CONCRETE DETAIL 3 AT LOCATIONS WHERE PLATESCAN MAT lz'O.C.AT INTERMEDIATE NOT BE SPLICED SUPPORTS 4 PLYWOODSHEATHINGASOCCURS e /C 9TF OF • 3 5 -4-SIDES HqM CHRX"" 25 6. TOP OFWOODPLATEORBEAMAS J •� _ _ J CCOJER O 10/31/2024 ]. PREFAB BLOCKING PER TRUSS MANUFACTURER,IN-PLANE SHEAR CAPACITY TO BE 200N ITK PLYWOOD SHEAR PANEL d POINT 2 STRUCTURAL 2 LLC ENGINEER LENaH or waa sfucE LENGM NAILS aforvc Brigham Christensen (BEf OARERNER5) MINIMUM SPLICE LENGTH 9 OVER ZB' a-e^ 13B116d brighamc@poinistrudural.com LESS THAN zB• 4'-B^ Iz41 t6d KEYNOTES: Phone-208-201-2523 A W NOT SPLICE TOP PLATES WITHIN KEYNOTES: 6'43•or ENDS OF PLYWOOD A FOR CONSTRUCTION BELOWJOB NUMBER:24-080 SHEARWALLS.THIS DETAIL PANEL,SEE PLAN AND DETAILS. CITY APPROVED PLANS REQUIRED AT ALL EXTERIOR WALLS BLOCKING IS CONTINUOUS AND OVER SHEARWALLS-NOT 6 ALTERNATE PREFAB BLOCKING 2 B. INDIVIDUAL SHEAR PANEL BLOCKS w•0)°.code�amvlo�ce SHEET NUMBER REQUIRED AT INTERIOR MAY BE PENETRATED OR OMITTED NON-SHEARWALLS. FOR PASSAGE OF HVAC DUCTS PLANS MUST BE ON 108 SITE FOR ALL INSPECTIONS S O �� ELEVATION-TYPICAL TOP PLATE SPLICE /Ts n l ELEVATION-TYPICAL PLYWOOD SHEAR PANEL BLOCKING �� TYPICAL CONCRETE CORNER Jy NO SCALE NO SCALE NO SCALE DATE 28 OCTOBER 2024 PROJECT NAME: HOLDOWN X KEYNOTES: 1, WOOD STUD WALL,SEE PLAN A NEW HD02,HDU4, ,-S/16. 1. SHEARWALL SHEATHING,SEE PLAN PROFESSIONAL HDus 3. EDGE OF FOUNDATION HUGE,HGO 1 19/16" 4. 5INDON HE TYPE HOLDOWN WITH OFFICE CREWS 5. 6HEARWALL END POSTD SUDs) BUILDING L719 1-3/0' TYPICAL,EXCEPT AT HDUI1,AND LTT206 1 1/2' HDUI4 WHERE 6.6 POST IS REQUIRED HTT4 6. (25)-SIMPSON 5DS)YKE6 LONG WOOD 1-5/16"H SCREWS,STAGGERED HUD19 2-118' I. SHFARWALL EDGE NAILING 8. TRIMMER STUD TO SUPPORT HEADER 9. BLOCK TO SUPPORT WINDOW SILL O O HE.BUILT UP WOOD POST 3 2 X ) 3 2 ) ® 4 PROPERTY LOCATION: 3 1 1 (1)SHEARWALL (2)SHEARWALLS 3 CANYON TRAILS (1)"HD"HOLDOWN W/SCREWS (1)"HD"HOLDOWN W/SCREWS SUBDIVISION AT EXTERIOR CORNER AT EXTERIOR CORNER NO. 5 1 0 g 1 8 BLOCK 13 ® ® LOT 20 3 ) x ) s wINDO DOOR TWIN FALLS, OPENIN OPENING COUNTY "HD"HOEDOWN W/SCREWS "HD"HOEDOWN W/SCREWS WINDOWJAMB DOOR IAMB OR WALL END PROJECT ADDRESS: 5 0.( 418 6 4 PARK VIEW ® ® LOOP 0 3 ) 6 DRAWING TITLE: 2 TYPICAL (1)SHEARWALL3 (2)SHEARWALLS3 NOTES: DETAILS (1)"HD"HOEDOWN W/SCREWS (1)"HD"HOLDOWN W/SCREWS A. FORAGERTO ALINFORMATALL CONDITIONS MAY NOT BE SHOWN FOR AT RE-ENTRANT CORNER AT RE-ENTRANT CORNER CONDITIONS NOTSHOWN,USETHESE DETAILS AS A GUIDE. B. 50ME LARGER HOEDOWNS REQUIRE 6,6 POSTS,SEE PLANS AND SCHEDULES, C. WHERE MULTIPLETRIMMER STUDS CONTRACTOR: OR KING STUDS OCCUR,MAKE ADJUSTMENTEASREQUIRED. (T 1 PLAN VIEW-HOLDOWN LOCATIONS/SHEARWALL END POSTS,"HD"TYPE HOLDOWNS USING SCREWS LL NO SCALE W KEYNOTES: 0 1. WOOD-JOIST,SEE PLAN WEB STIFFENER THICKNESS SCHEDULE: 2. BEARING LOCATION,SEE PLAN J 3. FLOOR/ROOF SHEATHING W/ ATTACHMENT,SEE PLAN D FLANGEWIDTH: WEB STIFFENER THICKNESS: 4. CO TRIM BOARD W/ATTACHMENT,SEE CORRESPONDING DETAILS 4FIY1 13/ 5/ 5. WE STIFFENERS AS REQUIRED,SEE PUN/ L CORRESPONDING DETAILS.WHEN WEB r 21fi 4" STIFFENERS ARE REQUIRED,PLACE ON EACH SIDE OF WEB ONO C 25/ " L 6. y4"MIN WEB STIFFENER WIDTH C 3y„ 2X4 DF NO.2 OR BETTER 7. ANDeoNEENTTOM T TOPWnNceolNER L (ORIENTED VERTICAL) WOODJOIST MIN GAP=Y0 1I1 MA%CAP=Y 8. WEB STIFFENER TO FIT TIGHT AGAINST 3 FLANGE OF WOOD I-JOIST 6 9. I 1015T FLANGE WIDTH 3 6 M, WEB STIFFENER THICKNESS PER SCHEDULE 11. (3)ROWS CLINCHED FASTENERS. FORDANGE WIDTHSIY'-*H,USEed 5 ) ) (0.113'x2'h9FA5TENERS AND FOR LY' B 5 FLANGE WIDTHS,USE 1Fd 10.135 Fx l q FASTENERS 8 1 12. AND FOR SPACE FOR WEEPHS -2Tn AND 1%'SPACE FOR 3'S"FLANGE WIDTH 1 2 13, BEVELED WEB STIFFENERS AS REQUIRED, /� 2 SEE PLAN/COORESPDNOING DETAILS. / )ELEVATION / ,ELEVATION WHENWEB STIFFENERS ARE REQUIRED, PLACE ON EACH SIDE OF WEB ONO 14, CONT SHAPED BEARING PLATE.SEE CORRESPONDING DETAILS 15. KJOISTHANGER,SEEPLAN 6 16. WEB STIFFENERS REQUIRED WHERE HANGER SIDES DO NOT EXTEND TO 3 LATERALLY SUPPORT MIN OF TOP FLANGE OF I-JOIST OR AS SPECIFIED,SEE PLAN/CORRESPONDING DETAILS,WHEN 5 B WEB STIFFENERS ARE REQUIRED,PLACE 87 ON EACH SIDE OF WEB ) 11 1 2 1 �1 ELEVATION �1 ELEVATION 17. CONCENTRATED LOAD IN CUR SPAN OF JOIST,SEE PLANS AND DETAILS FOR ADDITIONAL INFORMATION 9 3 1 ) ) 12 � 5 10 16 8 011 B s DELEVATION DSECTION 1-r��I TYPICAL WEB STIFFENER REQUIREMENTS NO SCALE SSXONAL F4,C ¢�OQ4`' `AGENSpQ /yFA 0 / 9TF OF cHA4/CHRX"' 10/31/2024 POINT STRUCTURAL LLC ENGINEER Brigham Christensen bnghamc@pointstmctuml.com Phone-208-201-2523 JOB NUMBER:24-060 CITY APPROVED PLANS ...,=..A,....... SHEET NUMBER PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS S9 DATE 28 OCTOBER 2024 PROJECT NAME: A NEW PROFESSIONAL OFFICE BUILDING t1DAHO T SO°10'08"W 221.67' PROPERTY LOCATION: 1 6H,POLE I CANYON TRAILS LIGHT POLE LANDSCAPE AREA=2290 50.FT. i i I I SUBDIVISION I NO. 5 i I I II 1 I BLOCK 13 I LOT 20 II I Per 10-11-5(D) Parking areas that are intended to provide more than - i eighteen(18)spaces on a single site shall have TWIN FALLS, I I lighting that will provide at least one foot-candle of COUNTY light at the ground surface on the entire parking site. i I PROJECT ADDRESS: E�IRRIGATION Lighting shall be screened so that it does not directly EASEMENT illuminate any adjacent residential uses with more 418 than one-fourth(114)of a foot-candle and so that it I does not create a traffic hazard. PARK VIEW I II I i LOOP I II i DRAWING TITLE: I I I I ARCHITECTURAL SITE i PLAN I I iII i CONTRACTOR: I i i I I I � LIGHT POLE W i J D I I ' I m i LANDSCAPE I AREA F 24'-0"T I I I 0 I i I O I 1 O I 1 0 (n -O- � I I I I I s � I F III w i N PROJECT ARCHITECT a 1 LIT w 1 6 K ARTWR/GN R I00ARCHITECTS&ENGINEERS N I U I Z 635 SOUTH 100 EAST I � I LOGAN,UTAH 84321 I Q T435 753.2850 ITT I F435 753.2851 ©2024 CARTWRIGHT Q i WWW.CARTWRIGHTENGINEERS.COM v I o ANEW PROFESSIONAL � I OFFICE BUILDING i &,14I 5Q. FT. 5._0,. UTILITY AND VEHICULAR 69,_0" i ACCE55 EASEMENT I I I I I j LEASE DENTAL I j ao'-e 3/16' SPACE OFFICE j I 2k45 50. FT. MAIN LEVEL 456'I SQ. FT. MAIN LEVEL i 92q 5G. FT. UPPER LEVEL � I I j 0 LIGHT POLE I I ' I I i I iI I I I I I I I I I � I I I I � I I i I _ ------------------------------------------------------------------- i TRA5H i LANDSCAPE AREA=2,820 50.FT. ENOLOSURE RETENTION SHALE I I i I L-•--•----- ---------------------------------------•------- ----•-----------------------------•--------------•--•-------------•-----------------------------•-------------- ---•-----.J NO°10'08"E 221.67' CITY APPROVED PLANS 51TE PLAN WIIIIIIIIIIIIIIIIIIII US BEONJl "V PLANS MUST BE ON 10B SITE FOR ALL INSPECTIONS SHEET NUMBER 50ALE: 05" = 1'-0" SDI DATE 12 DECEMRER 2124 PROJECT NAME: A NEW PROFESSIONAL A NEW PROFESSIONALOFFICE CODE REVIEW BUILDING ISTATE OFFICE BUILDING 25 418 PARK VIEW LOOPJUSTIN M. TWIN FALLS , IDAHO PROPERTY LOCATION: CANYON TRAILS SUBDIVISION INDEX TO DRAWINGS BUILDING CODE ANALYSIS NO K13 C O N S U LTA N TS PROJECT NAME: COMFORT CARE DENTAL OFFICE BUILDING LOT 20 ARCHITECTURAL: STRUCTURAL: NO. ITEM CODE DATA REFERENCE TWIN FALLS, ARCHITECT — T I TITLE SHEET AND INDEX TO DRAWINGS 51 FOOTING AND FOUNDATION PLAN CARTWRIGHT ARCHITECTS COUNTY 635 5OUTH 100 EA5T 1. DESCRIPTION: NEW PROFESSIONAL OFFICE BUILDING WITH DENTAL OFFICE AND T2 CODE REVIEW 52 FOOTING AND FOUNDATION DIMENSION PLAN PROJECT ADDRESS: LOGAN,UTAH 8432 1 LEASE SPACE EF I MAIN LEVEL EXIT PLAN 53 MAIN LEVEL FLOOR FRAMING PLAN 418 EP2 UPPER LEVEL EXIT PLAN 54 MAIN LEVEL SII EARWALL d HOEDOWN PLAN STRUCTURAL ENGINEER 2. PROJECT ADDRESS: 418 PARK VIEW LOOP,TWIN FALLS,IDAHO PARK VIEW 5D1 ARCHIrecruRALs1TE PLAN 55 RooF FRAMING PLAN (206)20I-2523 POINT 5TP.UCTURAL 3. JURISDICTION: TWIN FALLS BUILDING SAFETY DEPARTMENT LOOP Al MAIN LEVEL FLOOR PLAN 5G UPPER LEVEL FRAMING PLAN5 4. APPLICABLE CODE: 2018 INTERNATIONAL BUILDING CODE(IBC) MECHANICAL DRAWING TITLE: A2 MAIN LEVEL DIMENSION FLOOR PLAN 57 GENERAL STRUCTURAL NOTE5 GATE CITY ENGINEERING SERVICES A3 UPPER LEVEL FLOOR PLAN 58 TYPICAL DETAILS 340 EA5T CLARK STREET 5. OCCUPANCY GROUP: B DENTAL OFFICE AND LEASE SPACE IBC SECTION 304 TITLE HO A4 UPPER LEVEL DIMENSION FLOOR PLAN 59 TYPICAL DETAILS POC(2E0L5)2 DIA950G 201 6. TYPE OF CONSTRUCTION: TYPE V-B IBC SECTION 606.5 SHEET A5 CRAWL 5PACE PLAN 510 FOUNDATION DETAIL5 7. FIRE SPRINKLERS: NOT REQUIRED IBC SECTION 903 &CODE ELECTRICAL REVIEW AG CRAWL SPACE DIMENSION PLAN 511 FLOOR FRAMING DETAILS DC ENGINEERING A7 FRONT AND REAR EXTERIOR ELEVATIONS s 1 z ROOF FRAMING DETAILS 440 EAST CORPORATE DRIVE,SUITE 103 8. LOCATION ON PROPERTY:MERIDIAN,IDAHO 83642 W: WIDTH OF PUBLIC WAY OR OPEN SPACE(FEET) IBC SECTION 506.3.2 CONTRACTOR: A8 LEFT 51DE 4 RIGHT 51DE EXTERIOR ELEVATIONS (206)493-0088 A9 DOOR AND WINDOW SCHEDULES FIRE SEPARATION DISTANCE THE DISTANCE MEASURED FROM THE BUILDING FACE TO THE CLOSEST IBC SECTION 202 0 AI O ROOF PLAN (FSD): INTERIOR LOT LINE;TO THE CENTERLINE OF A STREET,AN ALLEY OR 11 PUBLIC WAY;OR TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON W A9 REST ROOM ELEVATIONS NOTES AND DETAIL5 THE SAME LOT(FEET) Q AID ROOF PLAN AND NOTES J BUILDING LOCATION IN RELATION TO INTERIOR LOT LINE,PUBLIC WAY D AI I MAIN LEVEL REFLECTED CEILING PLAN OR ADJACENT BUILDING ON THE SAME PROPERTY 10 AI 2 UPPER LEVEL REFLECTED CEILING PLAN W: NORTH EXTERIOR WALL OF BUILDING TO NORTH 44 A13 REST ROOM ELEVATIONS NOTES AND DETAILS NORTH: 30.67 FEET F FSD: PROPERTY LINE C51 5ECTION5 NOTES AND DETAILS EAST: 83 FEET W: EAST EXTERIOR WALL OF BUILDING TO EAST C52 5ECTION5 NOTES AND DETAILS FSD: PROPERTY LINE D W: SOUTH EXTERIOR WALL OF BUILDING TO SOUTH IA C53 SECTIONS NOTES AND DETAILS SOUTH: 69 FEET FSD: PROPERTY LINE C54 5ECTION5 NOTE5 AND DETAILS W: WEST EXTERIOR WALL OF BUILDING TO WEST C55 5ECTION5 NOTES AND DETAILS WEST: 23 FEET FSD: PROPERTY LINE,AT MOST NARROW POINT PROJECT ARCHITECT 9. ALLOWABLE FLOOR AREA AND BUILDING HEIGHT: AMWR/GH ALLOWABLE AREA FACTOR (At): 9,000 SF (B OCCUPANCY,NON-FIRE SPRINKLERED) IBC TABLE 506.2 ARCHITECTS&ENGINEERS 635 SOUTH 100 EAST ALLOWABLE FLOOR AREA: 9,000 SF IBC TABLE 506.2 LOGAN,UTAH 84321 T435 753.2850 ACTUAL TOTAL FLOOR AREA: F435753.2851 ©2024 CARTW RIGHT MECHANICAL: ELECTRICAL: MAIN LEVEL: 7,253 SF WWW.CARTWRIGHTENGINEERS COM UPPER LEVEL: 929 SF MO MECHANICAL COVER SHEET EO.O ELECTRICAL COVER SHEET TOTAL: 8,182 SF MI CRAWL 5PACE HVAC PLAN ED.I ELECTRICAL5PECTICATION5 ALLOWABLE BUILDING HEIGHT: 40 FEET IBC TABLE 504.3 M2 MAIN LEVEL HVAC E1.0 ELECTRICAL 5ITE PLAN ACTUAL BUILDING HEIGHT: 27 FEET M3 UPPER LEVEL HVAC PLAN E I.1 ELECTRICAL 5ITE PHOTOMETFIC5 ALLOWABLE NUMBER OF STORIES: 2 STORIES IBC TABLE 504.4 ACTUAL NUMBER OF STORIES: 2 STORIES M4 HVAC DETAIL5 E2.0 FIRST FLOOR POWER PLAN M5 HVAC 5CHEDULE5 E2.1 SECOND FLOOR POWER PLAN 10. FIRE-RESISTANCE RATINGS OF BUILDING ELEMENTS(HOURS): Ell CRAWL 5PACE PLUMBING PLAN E2.2 FIRST FLOOR LIGHTING PLAN PRIMARY STRUCTURAL FRAME: 0 HOUR IBC TABLE 601 F2 MAIN LEVEL W d V PLAN E3.0 ELECTRICAL SCHEDULES AND DETAILS BEARING WALLS: EXTERIOR(ALL FSD>_10 FEET): 0 HOUR IBC TABLE 602 P3 UPPER LEVEL W a V INTERIOR: 0 HOUR IBC TABLE 601 NONBEARING WALLS AND EXTERIOR(ALL FSD>_10 FEET): 0 HOUR IBC TABLE 602 P4 MAIN LEVEL W�G PLAN PARTITIONS INTERIOR: 0 HOUR IBC TABLE 601 P5 UPPER LEVEL W C G PLAN FLOOR CONSTRUCTION AND 0 HOUR IBC TABLE 601 FG MAIN LEVEL MED GAS PLAN ASSOCIATED SECONDARY P7 PLUMBING DETAIL5€SCHEDULES MEMBERS: ROOF CONSTRUCTION AND 0 HOUR IBC TABLE 601 ASSOCIATED SECONDARY MEMBERS: 11. EXTERIOR WALL OPENINGS: BUILDINGS WHOSE EXTERIOR BEARING WALLS,EXTERIOR NON-BEARING IBC SECTION 705.8.1, WALLS AND EXTERIOR PRIMARY STRUCTURAL FRAME ARE EXCEPTION 2 NOT REQUIRED TO BE FIRE-RESISTANCE RATED SHALL BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENINGS. TABLE OF 2018 IECC BUILDING ENVELOPE REQUIREMENTS FOR IDAHO PRESCRIPTIVE REQUIREMENTS FOR CLIMATE ZONE &B WINDOW SKYLIGHT GEILING WOOD FRAME MA55 WALL FLOOR BASEMENT WALL SLAB CRAWL SPACE WALL U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE b DEPTH R-VALUE 35 .60 R-49 R-20+5.5 RI5 TO R19 R-30 R-15 TO R-19 R-10/4 FT. RIO CONTINUOUS RI3 FRAME DECEMBER 23,2024 PAGE 1 OF 3 SHEET NUMBER T1 CITY APPROVED PLANS ...._x.��Qom._ DATE PLANS MUST BE ON JOB SITE 12 FOR ALL INSPECTIONS DECEMBER 2024 PROJECT NAME: A NEW PROFESSIONAL CODE REVIEW OFFICE BUILDING tI.AP. PROPERTY LOCATION: CANYON TRAILS SUBDIVISION NO. 5 BUILDING CODE ANALYSIS BUILDING CODE ANALYSIS BLOCK13 LOT 20 PROJECT NAME: COMFORT CARE DENTAL OFFICE BUILDING PROJECT NAME: COMFORT CARE DENTAL OFFICE BUILDING NO. ITEM CODE DATA REFERENCE NO. ITEM CODE DATA REFERENCE TWIN FALLS, COUNTY 12. MEANS OF EGRESS: 14. FIRE EXTINGUISHERS PROJECT ADDRESS: MAXIMUM FLOOR AREA FUNCTION OF SPACE OCCUPANT LOAD IBC TABLE 1004.1.2 ORDINARY(MODERATE)HAZARD: MINIMUM RATED FIRE EXTINGUISHER: 2-A IBC TABLE 906.3(1) 418 ALLOWANCE PER OCCUPANT: FACTOR MAXIMUM FLOOR AREA PER UNIT OF A: 1,500 SF PARK VIEW (SF PER OCCUPANT) MAXIMUM FLOOR AREA FOR FIRE LOOP BUSINESS: 150 GROSS EXTINGUISHER: 11,250 SF WAITING AREA: 15 GROSS MAXIMUM TRAVEL DISTANCE FROM ANY POINT TOA FIRE EXTINGUISHER: 75 FEET DRAWING TITLE: DENTAL OFFICE,UPPER LEVEL: 929SF/150 = 7 OCCUPANTS EGRESS REQUIREMENTS- REQUIRED NUMBER OF EXITS: 1 IBC TABLE 1006.2.1 DENTAL OFFICE CODE EXITS PROVIDED: 1 MINIMUM NUMBER OF FIRE EXTINGUISHERS REQUIRED(ASSUME 5 REVIEW STAIR: REQUIRED EXIT WIDTH: POUND 2-A:10-B:C FIRE EXTINGUSHERS): 7 OCCUPANTS X 0.3 INCHES PER OCCUPANT= IBC SECTION 1005.3.1 TOTAL FLOOR AREA: 2.1 INCHES(36 INCHES MINIMUM STAIR WIDTH WHERE STAIR IBC SECTION 1011.2, 5,496 SF/3,000 = 1.83 CONTRACTOR: SERVES AN OCCUPANT LOAD LESS THAN 50) EXCEPTION 1. MINIMUM TWO 5 POUND 2-A:10-B:C FIRE EXTINGUISHERS REQUIRED ACTUAL EXIT WIDTH: 1 STAIR @ 42 INCHES WIDE PROVIDE ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED TO UI DENTAL OFFICE,MAIN LEVEL: ASSURE NO POINT IS MORE THAN 75 FEET TRAVEL DISTANCE TO A WAITING ROOM: 312SF/15 = 21 OCCUPANTS ILI FIRE EXTINGUISHER Q PROFESSIONAL OFFICE AREA: 4,255SF/150 = 29 OCCUPANTS J UPPER LEVEL OCCUPANTS: 7 OCCUPANTS LEASE SPACE: TOTAL: 57 OCCUPANTS FIRE EXTINGUISHER REQUIREMENTS FOR THE LEASE SPACE WILL BE D EGRESS REQUIREMENTS: REQUIRED NUMBER OF EXITS: 2 IBC SECTION 1006.2.1 DETERMINED AND EVALUATED ATTHE TIME TENANT IMPROVEMENT F PLANS ARE SUBMITTED FOR APPROVAL AND PERMIT. EXITS PROVIDED: 3 EXIT DOORS: REQUIRED EXIT WIDTH: 57 OCCUPANTS X 0.2 INCHES PER OCCUPANT= IBC SECTION 1005.3.2 D 11.4 INCHES(32 INCHES MINIMUM WHEN SINGLE DOOR IS N OPENED 90 DEGREES;64 INCHES MINIMUM WHEN PAIR OF DOORS IS OPENED 90 DEGREES) ACTUAL EXIT WIDTH: PROJECT ARCHITECT 2 SINGLE DOORS @ 32 INCHES= 64 INCHES Emergency Responder Radio Coverage-IAW 2018 IFC 510 1 PAIR OF DOORS @ 64 INCHES= 64 INCHES AMWR/GH Emergency radio,digital and analog radio frequencies shall not TOTAL EXIT WIDTH: 128 INCHES be hindered. The local in and out signal strength shall be 635 SOU 3 SOUTH 300 100 ENGINEERS EAST sufficient. If occupancy is found to be deficient after testing,a LOGAN,UTAH 84321 LEASE SPACE: 2,645SF/150 = 18 OCCUPANTS local signal booster may be required to be installed. T435753.2850 g y q F4357532851 EGRESS REQUIREMENTS: REQUIRED NUMBER OF EXITS: 1 IBC TABLE 1006.2.1 ©2024CARTWRIGHT EXITS PROVIDED: 2 W W W.CARTWRIGHTENGINEERS.COM EXIT DOORS: REQUIRED EXIT WIDTH: 18 OCCUPANTS X 0.2 INCHES PER OCCUPANT= IBC SECTION 1005.3.2 3.6 INCHES(32 INCHES MINIMUM WHEN SINGLE DOOR IS OPENED 90 DEGREES) ACTUAL EXIT WIDTH: 2 SINGLE DOORS @ 32 INCHES= 64 INCHES 13. PLUMBING FIXTURES DENTAL OFFICE(OCCUPANT LOAD:57) SANITARY FACILITIES: WATER CLOSETS(1 PER 25 OCCUPANTS FOR THE FIRST 50 AND 1 PER IBC TABLE 2902.1 50 OCCUPANTS FOR THE REMAINDER EXCEEDING 50): REQUIRED: 50 / 25 = 2 7 / 50 = 0.14 TOTAL: 2.14 3 WATER CLOSETS REQUIRED LAVATORIES(1 PER 40 OCCUPANTS FOR THE FIRST 80 OCCUPANTS): IBC TABLE 2902.1 REQUIRED: 57 / 40 = 1.43 2 LAVATORIES REQUIRED PROVIDE: 4 SINGLE USE,UNISEX RESTROOMS WITH WATER CLOSET AND LAVATORY OTHER PLUMBING FIXTURES: DRINKING FOUNTAINS(1 PER 100 OCCUPANTS): IBC TABLE 2902.1 REQUIRED: 1 PROVIDE: 1 "HIGH-LOW"DRINKING FOUNTAIN SERVICE SINK: REQUIRED: 1 PROVIDE: 1 LEASE SPACE PLUMBING FIXTURE REQUIREMENTS FOR THE LEASE SPACE WILL BE DETERMINED AND EVALUATED AT THE TIME TENANT IMPROVEMENT PLANS ARE SUBMITTED FOR APPROVAL AND PERMIT. CIIYPPROVED LANS DECEMBER 23,2024 PAGE 2 OF 3 P DECEMBER 23,2024 PAGE 3OF3 PLANS MUST BE ON 101511E SHEET NUMBER FOR ALL INSPECTIONS T2 DATE 12 DECEMBER 2024