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Home My WebLink About24-2456 1552 Sun West Way-Grease Monkey-City Approved Job Site Plans "'INYF�[.l fi TWIN MCI IS City of Twin Falls qQ V& 1" a,�♦ Q�0 General Inspection Notes24 546 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). Shear Inspection: Fire alarm system must be live and capable of calling the Twin Falls Dispatch Center on the day of testing. 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 Provide a 42"guard or parapet where mechanical roof top equipment is within 10'of roof edge. Show design on plans. See IMC section 304.11. It appears there are some parapets that are tall enough, and others that are not. J.Victor: Building Safety PROVIDE A PATH FROM THE PUBLIC WAY/SIDEWALK TO THE BUILDING ENTRANCE. TO BE MARKED IF CROSSING A VEHICULAR WAY. J.Victor: Building Safety Missing special inspections to be provided as per IBC section 1705. Specify which ones are to be provided and specify periodic or continuous. I added a note on the plans that these are required. J.Victor: Building Safety Verify or provide a sand, oil,and grease interceptor. Provide specs/design on plans. Floor drains and sump pump removed. No interceptor required.JV 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. CITY APPROVED PLANS Reviewer comments and markups included in final approved plan set. Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Page 1 of 54 o0 3 m GREASE MONKEY TWIN - FALLSCR W � 0 N AUTO MAINTENANCE SHOP a + o 1552 SUNSET WAY °" r TWIN FALLS, ID 83301 oAX ID C N Q T 3 V Q D] CODE ANALYSIS VICINITY MAP PROJECT TEAM DRAWING INDEX N APPLICABLE CODE:20181BC ARCHITECTURAL ARCHITECT: ARCHITECT NAME OCCUPANCY TYPE: 'B'-'S1' PROJECT INSIGHTarchitects C1.0 COVER SHEET BUILDING CONSTRUCTION TYPE:V-B:NS SITE 2238 S.BROADWAY AVE. A1.0 COMM.CHECK BOISE,ID 83706 A1.1 ACCESSIBILITY SHEET NO OCCUPANCY SEPARATION REQUIRED(TABLE 508.4) �'' TELE:208-338-9080 A2.0 LIFE SAFETY PLANS w = E-MAIL:DANA INSIGHTARCHITECTS.COM CONTACT:DA A KAUFFMAN A3.0 GROUND LEVEL FLOOR PLAN BUILDING AREAS: All MECHANIC'S BASEMENT PLAN 6 B OCCUPANCY=506 SF. STRUCTURAL/ EHM ENGINEERS A3.2 REFL.CLG.PLANS N ° S1 OCCUPANCY=1,572 SF. 621 NORTH COLLEGE ROAD SUITE 100 A3.3 ROOF PLAN BASEMENT AREA=1,530 SF. TWIN FALLS ID 83301 A3.4 FINISH PLANS _ 208-7344 A4.0 EXTERIOR ELEVATIONS _ w CONTACT:BRIAN MARTENS A4.1 EXTERIOR ELEVATIONS Lu g ALLOWABLE BUILDING HEIGHT=40 FT. ACTUAL=23'=6" A5.0 BULDING SECTIONS A5. I 1 BULDING SECTIONS CONSULTANT STAMP ALLOWABLE NUMBER OF STORIES=1 ACTUAL=1 + " ELECTRICAL DC ENGINEERS A5.2 ENLARGED STAIR PLAN&SECTIONS MECHANICAL 1411 NORTH COLLEGE ROAD SUITE 100 TWIN FALLS,ID 83301 A6.0 SCHEDULES ALLOWABLE BUILDING AREA FOR NON-SPRINKLERED BUILDINGS(TABLE 506.2)B=9,000 SF. $1=9,000 SF. 208-288-2181 A7.0 ENLARGED TOILET ROOM PLANS&ELEVATIONS 506SF./9,000+1,572 SF./9,000=.06+.17=.23<1 (FRONTAGE INCREASE NOT REQUIRED) e CONTACT:COREY AHERNS,TRACEY MCAULEY A7.1 MILLWORK PLAN&ELEVATIONS A8.0 DETAILS SEE LIFE SAFETY PLAN SHEET A2.0 FOR ADDITIONAL CODE ANALYSIS A8.1 DETAILS W � A8.2 DETAILS s crm NORTH PROVIDE SPECIAL INSPECTIONS IN G1 PLAN ACCORDANCE WITH IBC SECTION 1705. LANDSCAPE ARCHITECT STAMP L-1 LANDSCAPE PLAN SPECIAL INSPECTIONS REQUIRED FOR IE., LICENSED ARCHITECT CONCRETE EXCEEDING 2500 PSI, FIELD S0.0 SPECIFICATIONS AR4659 ABBREVIATIONS GRAPHIC SYMBOLS S1.0 ROOFFOUN)A FRAMION NGGp`,�'�T,� WELDING, AND HIGH STRENGTH BOLTS. sz.o ROOF FRAMING PLAN AND DETAILS MECHANICAL 9/24 & AND DBL DOUBLE GA GAUGE,GAGE N PRNORTH S SOUTH NAME ROOM NAMES ANGLE DEPT DEPARTMENT GALV GALVANIZED NIC NOT IN CONTRACT SAN SANITARY 100 NUMBER MO.0 MECHANICAL COVER SHEET AT DET DETAIL GB GRAB BAR NO. NUMBER SAC SUSPENDED ACOUSTICAL MO.1 ENERGY COMPLIANCE FORMS CENTERLINE OF DRINKING FOUNTAIN GC GENERAL CONTRACTOR NOM NOMINAL CEILING DANA UFF DEGREE DIA DIAMETER GFI GROUND FAULT INTERRUPTER NTS NOT TO SCALE SC SOLID CORE M2.0 HVAC-BASEMENT PLAN STAT OF I O 0 DIAMETER DIM DIMENSION GI GALVANIZED IRON SCHED SCHEDULE 101 DOOR NUMBER M2.1 HVAC-MAIN LEVEL PLAN fL' PLATE DISP DISPENSER GYP GYPSUM Ol OVER SO STORM DRAIN M2.2 HVAC-ROOF PLAN PLUS OR MINUS DL DEAD LOAD OC ON CENTER(S) SEAL SEALANT 1 M3.0 HVAC SCHEDULES # POUND,NUMBER DMH DRAINAGE MANHOLE HE HOSE BIBB OD OUTSIDE DIAMETER SECT SECT ON M4.0 HVAC DETAILS ON DOWN HC HOLLOWCORE OFF. OFFICE SERV SERVICE WINDOW r^ A.B. ANCHOR BOLT DP DISTRIBUTION PANEL HDWD HARDWOOD OFCI OWNER FURNISHED SF SQUARE FEET A6.0 ELEVATION PLUMBING A/C AIR CONDITIONING DAR DOOR HDWR HARDWARE CONTRACTOR INSTALLED SG SAFETY GLASS PO.O PLUMBING COVER SHEET J ACOUS ACOUSTICAL DS DOWNSPOUT HGT HEIGHT OF01 OWNER FURNISHED SHT SHEET P2.0 SANITARY SEWER&VENT-BASEMENT PLAN J ACT ACOUSTICAL CEILING TILE DWG DRAWING HID HIGH INTENSITY DISCHARGE OWNER INSTALLED SHTHG SHEATHING OA COLUMN GRID ADDN ADDITION HIM HOLLOW METAL 01 OPEN ITEM SHWR SHOWER P2.1 SANITARY SEWER&VENT-MAIN LEVEL PLAN ADJ ADJACENT E EAST NO HOLD OPEN OPG OPENING SIM SIMILAR P2.2 WATER PLAN-BASEMENT 1111 AFF ABOVE FIN SHED FLOORS EA EACH HORIZ HORIZONTAL OPP OPPOSITE SM SHEET METAL P2.3 WATER&GAS-MAIN LEVEL PLAN I..L O AHU AlR HANDLING UNITS EB EXPANSION BOLT HP HIGH POINT OSB ORIENTED STRAND SMH SANITARY MANHOLE P2.4 WATER&GAS-ROOF PLAN ALT ALTERNATE EF EPDXY FLOORING HR HOUR BOARD SMS SHEET METAL SCREWS Q REVISION P3.0 PLUMBING SCHEDULES Z ALUM ALUMINUM DIES EXTERIOR INSULATION HT HEIGHT O.T.O. OUT TO OUT SOV SPRAY ON VINYL P4.0 PLUMBING DETAILS ANCH ANCHOR FINISH SYSTEM HVAC HEAT,VENT,A/C OZ OUNCE SPEC SPECIFICATIONS "^ ANG ANGLE EJ EXPANSION JOINT HW HOT WATER SO SQUARE 5 �/) ANOD ANODIZED EL ELEVATOR P/L PROPERTY LINE SS SOLID SURFACE L APPROX APPROXIMATE ELEV ELEVATION ID INSIDE DIAMETER PA PROJECT ARCHITECT SSTL STAINLESS STEEL �A WALL TYPE rui ARCH ARCHITECT ELEC ELECTRICAL IN INCH P.BD PARTICLEBOARD STD STANDARD ELECTRICAL ASPH ASPHALT EMERG EMERGENCY INCAND INCANDESCENT PCP POUNDS-CUBIC FOOT STL STEEL I V ASSBY ASSEMBLY ENCL ENCLOSURE INCL INCLUDE(D)(ING) PERF PERFORATED STOR STORAGE EO.0 ELECTRICAL COVER SHEET ASSOC ASSOCIATED ENGR ENGINEER INSUL INSULAT(ED)(ION) PIE PLATESTRUCT STRUCTURAL EO.1 ELECTRICAL SPECIFICATIONS } Z EP ELECTRICAL PANEL INT INTERIOR PLAM PLASTIC LAMINATE SS STORM SEWER EO.2 ELECTRICAL ENERGY COMPLIANCE FORMS BOT BOTTOM EPDM ETHYLENE PROPYLENE INV INVERT PLAS PLASTER SUSP SUSPENDED E1.0 ELECTRICAL SITE PLAN W B&B BALLED AND BURLAPPED DIENEMONOMER PLBG PLUMBING SYM SYMMETRICAL 1 View Name TITLE E2.OP POWER PLAN-BASEMENT z O B.O. BOTTOM OF EQ EQUAL JAN JANITOR FLF POUNDS-LINEAR FOOT SYS SYSTEM E2.OL LIGHTING PLAN-BASEMENT BD BOARD EQUIP EQUIPMENT JB JUNCTION BOX PLYWD PLYWOOD M BIT BITUMINOUS E.W. EACH WAY JT JOINT PNL PANEL T TREAD E2.1P POWER PLAN MAIN FLOOR Z ui >-m SIT BUILDING LINE EWC ELECTRIC WATER COOLER POL POUSH(ED) TB TOWEL BAR E2.1L LIGHTING PLAN-MAIN FLOOR O Q Op BLDG BUILDING EWH ELECTRIC WATER HEATER K KIP(1,000 POUNDS) PP POWER PANEL T.O. TOP OF E2.2 ROOF PLAN > w SEWS BLOCKING) EXH EXHAUST K-FT KIP FEET PR PAIR T&G TONGUE AND GROOVE E3.0 ONE LINE DIAGRAM C Z >0 w BM BEAM/BENCH MARK (E) EXISTING KB KEYBOARD PROJ PROJECT TEL TELEPHONE 1 E4.0 ELECTRICAL DETAILS G B.O.C. BASE OF CURB EXP EXPANSION KIT KITCHEN PRTN PARTITION TEMP TEMPERATURE,TEMPERED Q F BOTT BOTTOM EXT EXTERIOR KO KNOCKOUT PSF POUNDS-SQUAREFOOT THK THICK W C� ERG BEARING PSI POUNDS-SQUARE INCH THRES THRESHOLD A2.11 BUILDING W J (n BRK BRICK FA FIRE ALARM LAM LAMINATED PT PAINT/POINT TP TOILET PARTITION ELEVATION ` Z J BSMT BASEMENT FACP FA CONTROL PANEL LAV LAVATORY PTO PAINTED TPD TOILET PAPER DISPENSER BUR BUILT-UP ROOFING FD FLOOR DRAIN LB(S) POUND(S) PV PLUMBING VENT TYR TYPICAL Q O LL w CAB CABINET FEN FIORE NEDATION XT NGLISHER LFC LINEAR FEETD COPPER PPVVMT POLYVINYL CHLORIDE N TELEVISION 1 w Cn z \ CAL CALIPER FEC FRE EXTINGUISHER CABINET LH LEFT HAND UH UNIT HEATER IN-> /O CB CATCH BASIN FF FINISHED FLOOR LL LIVE LOAD QT QUARRYTILE UNO UNLESS NOTED OTHERWISE 4 A1.01 2 INTERIOR �rL�� Ln CD CEILING DIFFUSER FG FINISHED GRADE LLH LONG LEG HORIZONTAL QTY QUANTITY UNPIN UNFINISHED ELEVATION `J Q r U Ui CEM CEMENT PH FIRE HYDRANT LLV LONG LEG VERTICAL UV ULTRAVIOLET CFM CUBIC FEET-MINUTE FHC FIRE HOSE CABINET LP LOW POINT R RADIUS 3 U) CG CORNER GUARD FIN FINISH(ED) LTP LIGHTING PANEL RB RUBBER BASE VCT VINYL COMPOSITION TILE Cl CASTIRON F I XT FXTURE LT(G) LIGHT(ING) RCP REFLECTED CEILING PLAN VENT VENTILATION REVISIONS CJ CONTROL JOINT FL FLOW LINE LTWT LGHTWEIGHT RD ROOF DRAIN VERT VERTICAL N0. REMARKS CLG CEILING FLASH FLASHING RE REFERENCE VEST VESTIBULE CLK CAULK FLR(G) FLOORING) MAG MAGNETIC REC RECESSED VIF VERIFY IN FIELD ___ 1a1-4 PLAN N CLR CLEAR FLUOR FLUORESCENT MAS MASONRY RECPT RECEPTACLE VIN VINYL I I SIM REVIEW COMMENTS IJ� CMU CONCRETE MASONRY UNIT FO FACE OF MAT MATERIAL REF REFRIGERATOR VWC VINYL WALL COVERING 1 w CO CLEAN OUT FOC FACE OF CONCRETE MAX MAXIMUM REINF REINFORCE(D)(ING) A101 DETAIL COL COLUMN FOR FACE OF FINISH ME MACHINE BOLT REQ REQUIRED W WEST I 1 CONIC CONCRETE FOM FACE OF MASONRY MDP MAIN DISTRIBUTION PANEL RESIL RESILIENT W/ WITH --- CONN CONNECTION FOS FACE OF STUD MECH MECHANICAL REV REVISIONS,REVISED WC WATER CLOSET N CONST CONSTRUCTION FP FIREPROOF MED MEDIUM RFG ROOFING WD WOOD CONT CONTINUOUS ERR FIREPROOF MEMB MEMBRANE RH RIGHT HAND WH WATER HEATER CHECKED DANA O CONTR CONTRACT(OR) FIR FIBER REINFORCED PANEL MTL METAL RM ROOM WIN WINDOW SIM CPT CARPET FS FLOOR SINK MFR MANUFACTURER RO ROUGH OPENING WP WATERPROOF 1 N CR CEILING REGISTER FT FOOT,FEET MH MANHOLE ROW RIGHT OF WAY WR WATER RESISTANT SECTION DATE 7/29/2024 CSK COUNTERSINK FTG FOOTING MIN MINIMUM RR RESTROOM WSCT WAINSCOT A101 CT CERAMIC TILE FURN FURNISHED) MISC MISCELLANEOUS RTU ROOF TOP UNIT WT WEIGHT CITY N CTR CENTER ERR FURRNG MO MASONRY OPENING RWL RAIN WATER LEADER WV WATER VALVE x..�.."ero.cw.APPROVED PLANS DRAWN GEO rom,°^^.. JOB NO. 1 24014 CU CONDENSING UNIT FWC FABRIC WALL COVERING MR MOISTURE RESISTANT RV ROOFVENT WWF WELDED WIRE FABRIC Name LEVEL .1 MUST BE ON+oe 517E CUH CABINET UNIT HEATER MTD MOUNTED CW COLD WATER YD YARD Eleva9on FOR ALL INSPERIONS SHEET NUMBER Page 2 of 54 C1 .0 Key Notes: ALL STORM R I � DD'E B O ' o 03 E-1 EXISTING.CURB GUTTER AND SIDEWALK-RETAIN AND PROTEGE COMPONENT a IBS Located In N t Oil E-2 DOSTING ARTERIAL APPROACH-RETAIN AND PROTECT F i U E I{ 7' � 0 EXISTINBASPHALTROADWAY-RETAIN AND PROTECT Require Engine g III ,, I / f�POYtionof C� Gov t Lot 4,Section 4 m a� E-4 EXISTING 1}°WATER METER-RETAIN,PROTECT AND UTILIZE. Inspection. Con I I I I I I II F U TIU R E I / E-5 EXISTING PRESSURE IRRIGATION MAIN-RETAIN AND PROTECT. Township 10 South,Range.17 East Boise Meridian d 208-733-3448 p 8 . E-6 EXISTING 8'SEWER MAIN RETAIN AND PROTECT Pr vi a Documen�t-- Required l' I // Twin Falls County;Idaho L \ E-7 EXISTING 4"SEWER SERVICE-RETAIN,PROTECT AND UTILIZE I °' ® / �� I I�I�.I I / p�� (A 5 E_, III _A�� pri r o Certificat oflOccupaneyl I / W L � o CONTT C47CH TYPE CURB&GUTTER PER ISPWC SO-701. COSTT.RELEASE TYPE CURB&GUTTER PER DETAIL -w- SEE TEMPORARY EASEMENT AGREEMENT - //� }-�yL I° CONST 10'WIDE THICKENED EDGE CONCRETE APRON PER DETAIL - I NUMBER 2024-012997 CONTT.TRASH ENCLOSURE PER DETAIL I I!I I / � N 4 W \0 l� CONTT ASPHALT PARKING/DRIVE PER DETAIL I �,�,p, Iltl II �/ KJO o (� CONTT RETENTION BASIN W/DRY WELL PER DETAIL-SEE CALCS FOR SIZE. a"ss Uml of CoMlrucH. 166 I I I // W I, CONTT 4'WIDE VALLEY GUTTER PER DETAIL a �c �� ca) �/ I I L.L CONTT.4'WADE SIDEWALK PER DETAIL _ t� CONSi.CATCH BASIN PER ISPWC SD-601 LG=43.80,INV=41.30SH II / ENCLOSURE .III I / C-o (� INSTALL 4OLF 12"PVC STORM DRAIN S=-0.50X - - r sdc �a SEE DETAIL O CONST.CATCH BASIN PER ISPWC SD-603 LG=43.60,IW=41.10 / dy - M, �{tEET C-2 I, I - Ll - - / C o C-1 INSTALL 32LF 12'PVC STORM DRAIN S=-0.56% 1W OUT=40.94 I " —a w _ r IIII I // W W o INSTALL'1}'WATER SERVICE AS SHOWN I �' a 1 - I � I - - - - 0 INSTALL 4'SEWER SERVICE AS SHOWN S=1$MIN. I Q I :I I I I , z ®7 CONST.ADA ACCESSIBLE PATH PER CTF.RAMPS,RUNNING AND CROSS SLOPES 0'/ I e AND TRUNCATED DOMES SHALL MEET LATEST AD4 REQURIEMENTS I - I INSTALL I000CAL GREASE INTERCEPTOR PER STD.DWG.7SD-516.SEE M C. �§ _ �• q RD I $ 0 10' 20' 40' 5��,II Fb TAPER FOR SPECS. a i0 FIAT - /. I o Scale In Feet F:U T/U R'E I z LANDSCAPE-DESIGN BY OTHERS. I go I /v i 1 / Requires Plu b'ng lnspPe ® �� > Til,lli" _ N _ I - I - o Coordinate in erts betw - : FF =45.35 / - Fb z 70 mechanical/p un ing anE s _I !Illi;r T — T a Cn 0 1 Topographic Legend — - y5,°� ca a �\ ' ® PRESSURE IRRIGATION METER m o o o O I 1650'a 10' 24' 10' LJ.- SEWER MANHOLE I :.Tr N � p ® WATER METER i p5 - j/ 'o \ '�I 3 Q FIRE HYDRANT ; ® - p _ -p \ \ CV Dw4 WATER VALVE --- m-- / — — / C PI o TELEPHONE RISER 7'N 89'37'10"W 334.96' �- O FIBER OPTIC RISER SIGN /� +� ® O HANDICAP PARKING SPACE / ss SANITARY SEWER LINE -12"w tz"w taw 12' tz'w tz'w. tz'w—:--I-41roz"w "� " °w w w WATER LINE i E-1 \ �:. CROSSING ROUTE E-3,. IIII DO NOT SCALE DRAWINGS —EA EA EA—EDGE OF ASPHALT TO BE STRIPED / I CONTRACTOR SHALL VERIFY ALL I \\ \ CONDITIONS AND DIMENSIONS AT CURB AND GUTTER "' ..,... \ L.� ... \ ._ ___._ -_..... ,......----_ THE JOB SITE AND NOTIFY THE ENG NEER OF ANY ------3711------EXISTING GROUND Cheney Drive ERRIORS,OMISSIONS,DIMENSIONAL DIS- CONTOUR (COTE FIRE GENERAL NOTES: CREPANCIES BEFORE BEGINNING HYDRANT DATUM) OR FABRICATING ANY WORK. a 1. CONTRACTOR SHALL HAVE A CURRENT SET OF CONSTRUCTION PUNS STAMPED BY THE ENGINEER WITH AN APPROVAL STAMP BY THE CITY AT THE WORKSITE Title 10-11-12 Required Spot}Grade Legend 2. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION,THE CITY OF TWIN FALLS REVISIONS TO ISPWC AND ALL OTHER 'Improvements to be completed for final w/24 TCM PER ARCH. Existing Back of Curb Elevation LOCAL,STATE AND FEDERAL AGENCIES WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. Certificate of Occupancy 9/30 4� 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS 70 PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM Existing Top of Sidwolk Elevation *(A RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH SITE CONSTRUCTION.THE CONTRACTOR,AND EACH SUBCONTRACTOR,SHALL Site Landscape required EXIStIR Li of Gutter Elevation cp, BE RESPONSIBLE FOR THE CLEAN-UP AND REMOVAL FROM THE JOB-SITE ANY TRASH OR EXCESS MATERIAL CREATED BY THE PERFORMANCE OF THEIR WORK.SUCH MATERIAL 9 P ♦ �` SHALL BE PLACED IN A DUMPS7ER OR SIMILAR DEVICE PROVIDED BY THE CONTRACTOR OR TRANSPORTED FROM THE JOB-SITE. 7 trees Proposed Top of Sidewalk Elevation 35 ShR1bS �0 4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT.ITIS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT AND/OR HAVE REPLACED rr� Proposed Top Of Gravel Elevation A�wp ANY MONUMENTS DESTROYED DURING CONSTRUCTION. Sun West-Lazy J PUD requirements apply Proposed Top of Curb Elevation ,001P 5. CONTRACTOR SHALL PROVIDE All NECESSARY HORIZONTAL AND VERTICAL TRANS17ION BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER See page L1 o Proposed Top of Asphalt Elevation 4e DRAINAGE AND INGRESS/EGRESS TO SAID CONSTRUCTION.VERTICAL TAPERS AND FILES BACK TO EXISTING GRADES FROM NEW WORK IS INCIDENTAL. uP Proposed Top of Concrete Elevation AV 6. CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATED NATIVE MATERIAL AND USE SUITABLE MATERIAL WHERE DESIGNATED ON THE CONSTRUCTION PUNS AS 1 tree In each terminus/parking Island GINS 9, c REQUIRING FILL MATERIAL.FILL SHALL BE PLACED AND COMPACTED BY METHODS APPROVED BY THE CITY OF TWIN FALLS AND APPROVED BY THE DESIGN ENGINEER.ALL - - STRIPINGS NOT SUITABLE FOR FILL MATERIAL ON LOTS OR ROADWAYS SHALL BE USED AS DIRECTED BY THE ENGINEER OR DISCARDED OFF-SfrE AT THE CONTRACTOR'S R,var pis 6. 3 EXPENSE Parking:14 spaces s"°"` �� 9Fp a + 7. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR.THE CONVENIENCE OF THE CONTRACTOR ONLY.THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE N Storm Drainage Calculations: PROTECTIQN OF UTILITIES AND THE ENGINEER BEARS No RESPONSIBILITY FOR UTILITIES NOT SHOWN ON THE PLANS OR N07 IN THE LOCATION SHOWN ON THE PUNS.THIS Trash Enclosure:Enclosed to obscure from N POLE LINE ROAD �, INCLUDES ALL SERVICE LATERALS OF ANY KIND. adjacent Street and properties. ¢ Drainage Runoff Factors: Vf=L9/12(A)(ROF CHENEY 43�'(°9 DI ID B. POWER/LIGHT POLES AND/OR OTHER EXISTING FACILITIES NOT IN PROPER LOCATION BASED ON PROPOSED IMPROVEMENTS SHALL BE VERIFIED PRIOR TO COMMENCING DR W ENEY CD Mp, i Impervious Areas =0.95 WORK. Area Inside Limits of Const.as Shown =24,525 sf PRD�E�l Impervious Area =24,525 sf 9. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS PRIOR To COMMENCEMENT OF CONSTRUCTION.CALL'DIGLINE'48 HOURS PRIOR TO z NORTH COLT ROAD e Landscape Area 0 sf COMMENCING WORK. D. THIBAULi o= o 0 L Impervious Area 1,9/12s 24,525*.95=3,689cf 10.MODIFICATIONS OF IXISTING UTILITIES SHALL CONFORM,TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS. z T. MCBRIDE gg � ri FALLS AVENUE iz SStorm hown.DroinNAI gf to beiRetained t inedi n Temporary Retention Basin as Shown. 11.THE OCONTRACT BE REPAIREDTO TFi i TAKE REASONABLE EN VEERSUS471SFACTIO THERES TO PROTECT N EXPENSE OF THE CVEMENTS ONTRACTORG REPAIRS AND MODIFE AND ALL SUCH �CATIONSNTO TS HE IXIS7ING SPRINKMAGED BY THE LER CONTRACTOR'S PROJECT BENCHMARK: ^ T. MCBRIDE IRRIGATION SHALL MEET THE APPROVAL OF THE CITY PARKS DEPARTMENT. o Temporary Retention Basin 60'x4O'x3'Deep=4,032cf>3,689cf Req'd. CITY OF TWIN FALLS,HYDRANT NO. 4046 — 2883, f 12.ALL CHANCES REQUIRE APPROVAL BY THE PROJECT ENGINEER AND THE CITY ENGINEER.THE ENGINEER TAKES NO RESPONSIBILITY FOR ANY DEVIATIONS FROM THESE PLANS z FILER A ENUE °^� JULY,2024 w UNLESS AUTHORIZED,IN WRITING,eY TIE FNDINEER. NE BOLT F. HYD. 700' W NORTH COLLEGE'RD'& WASHINGTON, _ Final Retention Facility Provided When Remainder of Lot 11 is Developed BOLT ELEVATION = 3645.27 B AS SHOWN t; in - 13.IDAHO CODE 39-118 REQUIRES IDAHO'DEPT.OF ENVIRONMENTAL QUALITY(IDEA)APPROVAL PRIOR TO CONSTRUCTION.IT IS THE CONTRACTOR'S RESPONSIBILITY.TO 3 m '�" o INSURE COMPLIANCE. Existing Roadway and Adjacent Landscape Accounted'for In Original ADDIsoN AVENUE D-Tao. 150-24SP w Development Plans. 14.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILL.OUT AND SUBMIT A NOTICE OF INTENT(NOQ TO IDEA AND HAVE A COPY OF THE POLLUTION PREVENTION PLAN AVAILABLE AT THE JOBSITE PRIOR TO CONSTRUCTION. CONTRACTOR TO SUBMIT COPIES OF ALL DOCUMENTS TO THE CITY OF TWIN FALLS. /� /� o CITY APPROVED PLANS FA f 1 a 16.LANDSCAPE DESIGN AND LANDSCAPE IRRIGATION BY OTHERS. o PLANS MUST BE ON LOB SITE N FOR ALL INSPECTIONS O _ T _ 0 00 00 rA 1)#4 COM. . , TOP OF CONC.CAP 4"PRECASE.CONIC. CAP "r C d 1 BATTER. (2) #5'B:.coM. ® L 77 BOND BEAM AT TOP, (D o �i BOTTOM, &48"D.C. R-1/2". / N III 6"CONIC.APPROACH SLAB /p O t1/2 _ N (_ i OVER BASE 3/T4PCOMP. W 0 L 00 '- 2" 3 4"MAX. w I I I I:I 12" 6 BASE COURSE CHAIN - ATE W/DUUBLE `O DIAGONAL PRIVACY SLATS �� l � m PAVING&BASE *I STEEL POST ANCHORED I --L 8"SPLIT-FACE CMU COLOR u SECTION #*MAXIMUMALLOWABLE AS PER SITEPLAN.SEE SITE PLAN FOR 3a.8Orcc 34.70TCC TO CONCRETE FIG. # I :As SELECTED BY ARCHITECT 77, 6's AT 24"O.C.VERT. I L AGGR. BASE 6 AREAS WITH NO REVEAL FOR ACCESSIBILITY AND BUS LOADING 1/2"FIBER EXP..JOINT AREAS.NO MORE THAN.6°REVEAL IN ANY LOCATION. I7 it; N I I- DUMPSTER I II, N SAT 24'D.C.-EXTEND o 30'ABOVE TOP OF FOOTING ff Vert Curb & Gutter Detail Thickened Edge Sidewalk ALTERNATE HOOKS (A CURB REF.LS.P.W.C.STD.DWG. SD-701 O°-o" n Typical Section At Front of Bldg. 11.CS o X FIN.cRnoe I 8".SPLIT FACE-CMU Ep y. +. -x BLOCK WALL (2)Y 5 AT TOP AND BOT. A. 6"CONCRETE SLAB o o� 2' 0' SLOPE TO DRAIN 8"CONC.SLAB W N 13x13 D5xD5 WWF Lu a> 6'. 1'-6. - 34.857CC 34.85TCC RAISED':CURB - OVER 4 3/4"AGGR. W p T"Batter. WIDTH PER PLAN z 1/4"R. W/(2)"CONIC. FOOTING eM=N I W/(2) /5's HORIZ. !'� w 1/4°R.. CONCRETE SIDEWALK I 12'-0" I Ir 2 0" ryQ. `PAVEMENT SLOPES PER PLAN 1 75%MAX. "11 TYP.WALL SECTION r 4 1• TRASH ENCLOSURE PLAN. �-3/4"MINUS CRUSHED BASE COM PAC7Q 3/48 GRAVEL,.ASEe 6' a° ,� - COMPACTED SUBGRADE TO NC.FILLED 6°CIA III POST TOP OF CONIC.CAP 4"PRECAST (V 95%STANDARD PROCTOR CONCRETE:CAP Release Curb Detail (Match Exist) Sidewalk Detail 5'-0".x 5'-0'CHNN LINK GATE �� I ? `\� ��, NOTE:TRANSITION LIP OF GUTTER AT STANDARD n=tS" .,.,�,,,,•,,„„t� WITH DOUBLE DIAGONAL PRIVACY �� 5'-0'HIGH:z 8'-0"WIDE CURB TIE-INS TO ACHIEVE RELEASE OF WATER. TIY+� SeCt10ri IRteaOl to Site tLtS SLATS.DOLOR AS SPECIFIED BY ARCH .. }, SLATS.EDO CHAIN LINK GATE WITH DOUBLE DIAGONAL PRIVACY O �•. 1� 0. SLATS AND DIAGONAL. '^ - -.� BRACING.COIAR SELECTED d V) O �i BY ARCHITECT... Cu - - ) y >X CONC.FILLED 8" E 4-0. - WIDTH VARIES-SEE PLAN '°�" x� _ �� DR.SR.POST - O_ L: � x R=1/2" n. - �X>� 8"SPLIT-FACE CMU (I �. .- ,}y-� x.. 8"CONCRETE SLAB W 13 x..13 � �.'�i'.� { � �. CBYOLASELECTED ARCHITECT I- e »<.' '".` :, • �f i I—I zax D5 x D5 WWF OVER 4" 31e AMR, U) J I- J —III- J -1 11= -= �- _ m #*2 1/2"PLANIMIX PAVEMENT x—• -"--(= FlNGRADE 2) #4 REBAR CONT. - 4'-3/4'AGGR.LEVELING COURSE-COMP. 95X MAX:DENSffY - -- I II I I s/iS"uPr PIN Top of PAVEMENT II. II I &CONC.SLAB I I ( r 4" COMPACTED 3 4" MINUS BASE 8°-2"BASE AGGR.-COMP.TO 95%MAX.DENSITY = N Ii I I i°OIA.GALV.PIPE AGGR. TO 95% MAX. DENSITY •. 1 L ( II II I SLEEVE(a"DEPTH) T 11 II I SUBBASE-COMPACTED TO 95%MAX..DENSITY L J I I I I I I J 1 1 2'-0'x 2'-0'CONC.FOOTING f I I I NOTES:SUBBASE SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER t--...-1-.---1--I. W/(4)/5 VERE BARS-&9 3 1 ILJ1-_ T 'PRIOR TO BASE AGGREGATE-AND ASPHALT PLACEMENT. HORIZ.BARS AT 8"O.C.PROVIDE -I 4 Valley Gutter Detail I 1' 1 (3)It 3 HORIZ.BARS IN TOP 5' r-L-J---I--------------- ------ r-L-1--1 -*PAVEMENT TO MEET COTF STANDARDS AND SPECIFICATIONS L-----J SPACED I°APART Not to Souk I I l I 2'-0"SO. I L- Ty� Paving Section (Parkitl�' Lot) I r - -----------------------`-- I ---J DO NOT SCALE DRAWINGS SLAB SECTION CONTRACTOR SHALL VERIFY ALL ONS AT n. FRONT ELEVATION. THE CONJOIB SITE AND AND IMNOTIFY THE T-__L Endmw T_._.1_ - ENGINEER OF ANY DIMENSIONAL l I•d8i1 Gll(:1 LJCCdIL1 ERRORS,OMISSIONS, NOR DIS- THIS TRASH ENCLOSURE PROVIDED AS AN OPTION.VERIFY WITH OWNER AND PROJECT DEVELOPER - - CREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. RESERVED 1'-0"X V-6"X 0.080"ALUMINUM HANDICAP - - PARKING PARKING SIGN.SIGN TO READ"RESERVED � - I/ - _ "VAN ACCESSIBLE" PARKING'WITH IDENTIFICATION SYMBOL AND - 9�30�24 iCM PER ARCH. PER PLAN ACCESSIBLE WHERE APPLICABLE. - o All refuse areas shall also be visibly screened from adjacent streets and properties. - BOLT TO STEEL TUBE WITH 1/2"CADMIUM I_ 4"WIDE STRIPING. I - ° PLATED BOLTS,NUTS,AND WASHERS. o o a z N Sloe TRAF Fl ELLO . '.1:50 BACKGROUND PAINT 2"X 2"X.188 STEEL TUBE,EXTEND.INTO 2 COATS BLUE OF STALL - - CONIC.FILLED PIPE 2'-D": - 2'-6" l'-6"1 1'-6° 21-6' m MIN. MIN. FIN:GRADE 3 N " , Vz u "i- 12"DIAMETER CONCRETE BASE v 3"WIDE PAINTED STRIPES - 1' 3" 7" 27 4" - ^PPRO"'" D. THIBAULT.. PAIM(2 COATS WHITE RAID. 2 BEADE ERECTIVE PAIM. N °w ALIGN WITH END_ °Esc" T. MCBRIDE OF STALL STRIPING L MCBRIDE o Accessible Parking Sign Painted Accessibility_Symbol DULY,2024 NOT TO SCALE tLt& NOT TO SCALE n"tg - CITY APPROVED PLANS AS SHOWN o F VLANSMUSTBEONLOBSITE �' 150-24SP N - FOP ALL NSVERIONS N a \l 2 Page 4 of 54 Y SUN ISION O.2 A P d\W 00 l Loct %n [FyT U�E A Porti~f iliif / � Go Lot do F u u a E o I I ij Ii Township South�ange 7Est oise Meridian Twin Falls County,Idaho L0N oo 00 i TEMPORARY STORM DRAIN RETENTION BASIN TO BE W CONSTRUCTED PRIOR TO EXCAVATION OF BUILD ING I t T > j ® o I AND SITE BE TEMPORARILY GRADED TO DRAIN TO g 11 I / - L" I RETEMION BASIN UNTIL PERMANENT DRAINAGE IR --ELECTION SYSTEM IS COMPLETEDcc /460 Xjo rflf \o a^ss U.9 aco swam" I j ,. . W E �I [ =3 CI II I n a t ---i- - L\- T C � I r A III _ /' WW O IANSCAPE.CONNECTION 0 I TO PI LOCATION I / 0 10' 20' 40' A I If FD J/u R E I o i Scale In Feet z Isl O q _ _ Z U) 0 — Title 10-11-12 Required d U) (1) a) " Improvements to be completed for final a uS I Certificate of Occupancy CO O - � tl L Site Landscape required 7.trees U) 3 35 shrubs J N N --- -- — Sun West-LazyJ PLO requirements apply Y i _ — 8'PI 6"1 page s I s Pr See L1 B ° 0 0 B <� N 89'37'10'W 334.96' II` " ,/ 1 tree in each terminus/parking island A A A , i Parking:14 spaces i n i J 12"W 3 12"W ,.TAW / 12-W 12"W— 12'W 12 W 12••yy. 1 � Trash Enclosure:Enclosed to obscure from r �- x h\ adjacent street and properties. i ! Ili DO NOT SCALE DRAWINGS I TI, ' CONTRACTOR SHALL VERIFY ALL �� ILII CON Cheney Drive _ -- -- THE JOBSITIONS AND DIMENSIONS E `-" - THE JOB SITE AND NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS,OMISSIONS,OR DiS- CREPANCIESBEFORE BEGINNING OR.FABRICATING ANY WORK. LANDSCAPE PLAN CITY APPROVED PLANSTCM PER ARCH. Reviewed for Code Compliance 1118 24 TCM PER OWNER PLANS MUST BE ON JOB SITE ,n FOR ALL INSPECTIONS 66 LANDSCAPE MATERIALS: LANDSCAPE SUMMARY: LANDSCAPE IRRIGATION: wP LANDSCAPE REQUIRED: 1. UNDERGROUND DRIP IRRIGATION.TO BE PROVIDE31)TO ALL PLANTINGS. f1 TREE/500SF-50%EVERGREEN 2. IRRIGATION CONTROLLER TO BE LOCATED W STORAGE ROOM 106.PURPLE CHOKE CHERRY,5"MIN.HEIGHT-5 LOCATIONS 1 SHRUB/100SF 3. IRRIGATION.TO BE CONNECTED TO PRESSURE IRRIGA71ON MAIN AT LOCATION SHOWN.TOTAL LANDSCAPE AREA: NPOLE LINE SPRUCE TREE-5 LOCATIONS CHENEY 155X20'=:3100SF CHENEY DR W ENEY ,\I o ` SUN WEST WAY 110X15 -1650SF 101 i PROJECT NGIrnI co RonD v O DECORATIVE ROCK W/WEED BARRIER.ROCK TO BE APPROVED BY OWNER. TOTAL TREES REWIRED-10 TREES SHOWN 10 G.MARTENS m © SHRUB BEDSWf CURBING(NUMBER TO REPRESENT NUMBER OF SHRUBS) TOTAL SHRUBS REQUIRED-4B-SHRUBS SHOWN 50 z osx 2 DECORATIVE ROCK W/WEED BARRIER.ROCK FORE APPROVED BY OWNER .FALLS AVENUE O.MARTENS SHRUB BEDS BERMED 12"-30'.. g w m o� L MCBRIDE ICE FlLER A ENUE g '� OCT,2024 PROJECT BENCHMARK: _ L?. _ AS SHOWN. CITY OF TWIN FALLS HYDRANT NO. 4046 - 2883, M ADDISON AVENUE owc eo. v NE BOLT F. HYD. 700' W NORTH COLLEGE RD & WASHINGTON, 150-24SP BOLT ELEVATION - 3645.27 6 TWIN FALLS, IDAHO L-I 0 Page 5 of 54 N - E0C Ew 0 031 0 CIR Ci w CD 0 Cu + 0 ------------- r COMCheck Soft-re Version 4.1.5.5 CCM,he1k SO-,,Version 41.5.5 .90 CL Envelope Compliance Certificate Ins ection Checklist r P'.=Z I ppP' ' - Energy Code:2018 IECC Req.nm.-00%were addressed direst ne,COM-k -j— Ion ft W-.-i-b,ne Inmecom- CeEC2 I�. dn u G.V-n1ey L rA men 34% ----- N.C.— a=Mdnn-1 Effi-q P-gn,) ELM --------Eh 2 11-1 [Inlrn VZp=d=,rd=V` -241 The 0 ---------- cross.I/F-b.�' -b d—N. F1w,Aw -41 I A—Fad tv.—e- lm-n---Envelope AseemNles A,— zg co Cu —I, G.— Iy t pn-nI 1�1u- t — Cu FRI.I. -.,w Addll P.- d 'Y E= .3" m um =,I=�Fj- �j 4z e� Lu _dd.3ad aim Add-Ipms Lu CONSULTANT STAMP P.— P- �ray�e�yp,o -1---l-,n d d...... _b IC4 t::: r ARCHITECT STAMP =1 1EILIl V1 15 IZZ. A,111-11� Awl a. P__ eon LICENSED ARCHITEC 1 2 659 w o;Lb�- AR4 di.n -,p- rvm 9/24 I'E-11 gu vbe Add-I P DANA U OIFI NoF STAT w.tlIn— MrN n.,/ R b. =d='n= ILL 1 bu.d--1--. I'll u-.—d.—.- 0 Add- U) ui IU ui < z 1 h-n11 1) 1 -1) 2 .--1) 1 -1) 2 UJ --r. r-— -ir- <00 GM 1 T- 1-1 LLj LLJ < Lu C6 = U) 2 co-J C) Z-J < 0 < LL LLJ z F- 2E Z:) Lr)§ C:) Lu U) REVISIONS NO. REMARKS uj a- Itt CHECKED DANA DATE 712912024 C11j DRAWN GEO JOB NO. 24014 CITY APPROVED PLANS] SHEET NUMBER PLANS MUST BE ON lOB SITE °BA6 of 54 A1 .0 DOORS AND DOORWAYS 54"MIN. O W 48"MIN. 48"MIN. 54"MIN. _a_ F (1370) (1220) (1220) (1370) O O i_ ^ 18"MIN. b36"MIN. 42"MIN. ----� r a b �----� W G g o (915) n (1065) i ry 24'MIN. 24"MIN. o e \ v s g 24-MIN. m _ 22"MIN. (610) , I ` 0 ji \ I � I I 10) \ \ \ A B A FRONT APPROACH CU \ ( ) () ( ) (B)POCKET OR HINGE APPROACH (C)STOP OR LATCH APPROACH (� M (A)FRONT APPROACH,PULL SIDE (8)FRONT APPROACH,PUSH SIDE (C)HINGE APPROACH,PULL SIDE (D)HINGE APPROACH,PULL SIDE (E)HINGE APPROACH,PUSH SIDE (F)LATCH APPROACH,PULL SIDE (G)LATCH APPROACH,PUSH SIDE FIG.404.2.E FIG.404,2.4.2 E' OD TWO DOORS IN A SERIES aO CLEAR FLOOR SPACE Fla 404.2.4,1 REACH RANGES a 60"MIN. 60"MIN. (1525) (1525) 8"MIN. A (205) ' m - o m C o ry l M e .... l i^r'I a gX i L, rJ m�^a L J a� O T \ 30'MIN. 48"MIN. ta 17"MIN. o o a o o a amI a(280) "I 'I (a3o �o ro H oo - io03 _ (915) rn v /12'MIN. 36'MIN. 12"MIN. FIG.306.3 FIG.306.2 a - m (305) (915) (305) (A)FORWARD (8)PARALLEL (A)FORWARD APPROACH (8)PARALLEL APPROACH KNEE CLEARANCE TOE CLEARANCE i^ FIG.305.7 0 20 MAX. 20"-25" 10"MAX. 2a"MAX. C9 (A)CIRCULAR (8)T-SHAPED MANEUVERING CLEARANCE IN AN ALCOVE ;n a (5,0) (510-635) (255) (610) CU �T FIG.308.2.1- FIG,308.2.2 FIG.308.3.1 FIG.308.3,2 Fla 304,3 FIG.405.5 Fla 307A UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH SIZE OF WHEELCHAIR TURNING SPACE POSITION OF CLEAR FLOOR OR GROUND SPACE RADIUS I/2"MAX. TYP.REDUCED VERTICAL CLEARANCE 2"MIN. 1 1/2'MAX 12'MIN. X GENERAL SITE AND BUILDING ELEMENTS ACCESS AISLE SERVING ACCESS AISLE SERVING VAN PARKING SPACES (13) ( m ^ 1 1/2"MIN." (305) - 20'MIN. CAR PARKING SPACES (38) i n m (38) (305) X X= TREAD DEPTH BUILDING BLOCKS N (6,00) curved O Q LONG DIMENSION PERPENDICULAR iO TO DIRECTION OF TRAVEL x° + rc 4 x 4oQ (A)VERTICAL RISER (8)CURVED NOSING (A)STAIRS (B)RAMPS FIG.505.5 \ a gQ l a i s HANDRAIL CLEARANCEFir W 1 H W i m 1 1/2"MA%. FIG.505.4 FIG.303.2 > \�� 30 moz HANDRAIL HEIGHT / FIG.EXTENSIONS FIG. 505.ta2 0 o VERTICAL CHANGES IN LEVEL TOP HANDRAIL EXTENSIONS AT STAIRS BOTTOM HANDRAIL EXTENSIONS AT STAIRS o o CONSULTANT STAMP 7 1/4"PERIMETER 2 1 4"MAX, 12"MIN. tr BEVELED -3) (100-160) (�5) it"MIgLylgI: i 280) 2 �60'MMMIN. � (C)BEVELED NOSING (D)ANGLED RISER I I I 1 I — o (2440) (1525) (2a40) ❑a o � I�o 0 FIG.504.5 (A)CIRCULAR (B)NON-CIRCULAR (C)NON-CIRCULAR I�0 FIG.502.2/502,3 STAIR NOSINGS FIG. 505.7 FIG.505,10.1 FIG.503.3 VEHICLE PARKING SPACE/ HANDRAIL CROSS SECTION TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMPS FIG.504.2 FIG.302.3 FIG.303.3 PASSENGER LOADING ZONE ACCESS AISLE PARKING SPACE ACCESS AISLE 16 MAX. TREADS AND RISERS FOR OPENINGS IN FLOOR BEVELED CHANGES IN LEVEL (4880)COMMUNICATION ELEMENTS IB ARY 2.35• PROTRUDING OBJECTS ACCESSIBLE STAIRWAYS OR GROUND SURFACES ARCHITECT STAMP _ AND FEATURES CEILING ITCEILING (60) n e b— d o C� a I / ^ r n I a O O 4'MAX. i (A)ONE BED FIG.703.2.4.4 o n' • a a i 16'MAX. f O O O O m ry a CHARACTER HEIGHT O a nwL - H X> Al u (A)PARALLEL APPROACH ^ (%> 05) 12' 12" %d05) FLOOR OR GROUND FLOOR OR GROUND m x xMA%, MAX. (%> \ / /'--I--' L -J v :305) (305) \ q17 / / rY FIG,7053A.1 15 MA 50'-100' S0'-100' 15 MAX. (A)WALL ALARM (B)WALL ALARM WITH i 18"MIN. (8)FORWARD APPROACH TRUNCATED DOME SIZE J (4! (15-30m) (,5-30m) (4570) SMOKE DETECTOR — — �(8)TWO BEDS 455) FIG.307.2 FIG.307.3 J FIG,704,2.1 LIMITS OF PROTRUDING OBJECTS POST-MOUNTED PROTRUDING OBJECTS Q ^ FIG, 702.3,5.1 FIG, 702.3.3.1 FIG,702,3.3.2 FIG.702,3.6.2 FIG, 703.28 CLEAR FLOOR OR GROUND W L.L APPLIANCE SPACING IN CORRIDORS LOCATION OF WALL-MOUNTED APPLIANCES LOCATION OF CEILING-MOUNTED APPLIANCES APPLIANCE LOCATION IN SLEEPING ROOMS MOUNTING LOCATION AT DOORS SPACE FOR TELEPHONES O (54"min, E Z T PLUMBING ELEMENTS AND FACILITIES 3197041" J36"m E " _° ° '^ 990-104 (915)in, c o - LL LL 3 1/2"mox. 12'm 42'min, FtE -E c -E 0 I (75-15(6 m r W ax. n. (90) (305) (1065) "36'(915)mm MIN. 24" ry ' .g WHEN (610)in r-- 5"maz. 15"mox.E a WALL SPACE m y ut o i W _ n v Z L -1 w 16'-18" m a PERMITS '} (125) (380) I ��'i I e x o ——— ——— 2' 6" L„ (405-455) v TRANSFER E w �,�, — S DE E m / / (100)Oz 2(305)x. (380)15" az. ? max !_/� © 60'm / / back woll (305) bock wall (610)c 1 I 1 O v, L--J (1525)in. - 60"min 50'mi °s °s - E Z Q L---- FIG.604.2/60a.3.1 30) (1525) (1525)n / c " m E o u E o °s ^' O (A) PARALLEL APPROACH WATER CLOSET LOCATION/ / E E °e m V77 1E °e e w 5 7 �_ J SIZE CLEARANCE L B) FORWARD APPROACH FIG.604.a 60a.5., FIG.60a.7 r' ° r' Q m ( / FIG.604.5.2 (A) WALL-HUNG WATER CLOSET (B) FLOOR-MOUNTED WATER CLOSET a FIG.602.5 HEIGHT OF WATER CLOSET/ REAR WALL GRAB BAR FOR WATER CLOSET DISPENSER LOCATION 4 mo c 4"mo 15" ,6" F w_j qinF WALL G AB T (100)x E o (100)x E o (n J DRINKING FOUNTAIN SPOUT LOCATION n.m^.. D (384-405) _j CI� 18" c ' : FIG.604.8.1.1 FIG.604.8.3 FIG,606.3 e J —J ,� O Z LL WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS TOILET COMPARTMENT DOORS HEIGHT OF LAVATORIES AND SINKS W 4a5) E �„� n 15"-16' _ E "i i length of tub 12 m ———— end back wall n �. (380-405) ,°Q 22'-23" ^ n (�5)in- length o!tub /W/ N z U of 1III sect D c v(560-585) v v FIG.607.4.1 FIG.607.4.2 �L.Ln Lo U II control .EGRAB BARS FOR BATHTUBS GRAB BARS FOR BATHTUBS V W wall woll 36-m Co.Can be local WITH PERMANENT SEATS WITHOUT PERMANENT SEATS v j ——— —J '� (915)n control 5-maz on any wall shower o 27"maz. (WITH FIG.607.2 CLEARANCES) (NTH FIG.607.2 CLEARANCES) wall 60"m 60'm' Ct (380) back (685) REVISIONS 36"m -E n (,525) (1220) 2 1/ 2 1/2"maz. h 1 1/2� wall 12'm 1y m NO. REMARKS (915)In (6a) IS'-16' I I E.. 38 (305)in. ' (64) (3�80-405) = m ( ) \\\\\ \\\\\\\\\\\\\\\\\\\ \\\\\\\\ (305)1n FIG.608.2,2 FIG.608.2.2 v v LL J STANDARD ROLL-IN-TYPE STANDARD ROLL-IN-TYPE B ^ JE -a o E E o W FIG.610.3.2SHOWER COMPARTMENT SHOWER COMPARTMENTcFIG.610.3.1 n L-SHAPED SHOWER FIG.609.3 'm � n °'m � o rL FIG.607.5 FIG.608.2.1/608.3.1 RECTANGULAR SHOWER v COMPARTMENT SEAT SPACING OF GRAB BARS LOCATION OF BATHTUB CONTROLS TRANSFER-TYPE SHOWER COMPARTMENT COMPARTMENT SEAT x % a TH RAB BARS 6'maz. % 6' 6" ox. 3Y 32" 32" (A)EXTENDED SURFACE `" o CHECKED DANA O 150 6" oz. 6" oz. 815 (A) (B) (B)CURB OR BARRIER n m (150) (150) E � ( ) (150) (150) ( )in, (815)in- (815)in� without sect with sent FIG.405.9 DATE 7/29/2024 N RAMP EDGE PROTECTION N FIG.608.5.1 DRAWN GEO C C CONTROLS IN TRANSFER-TYPE JOB NO. 24014 FIG. -114-T E m e m x 90/ / (B)SLIDING DOOR (C)FOLDING DOOR SHOWERS FIG. OR VISIBLE FIG.a L BUTTONS 2,2 GRAB BARS IN ROLL-IN-TME SHOWERS° o E o E / FIG.404.2.3 ACCESSIBLE ROUTES HEIGHT OF ELEVATOR VISIBLE SIGNALS ELEVATOR CALL BUTTONS SHEET NUMBER ' C, �° :. 1O " CLEAR WIDTH OF DOORWAYS (A) STANDARD ROLL-IN-TYPE SHOWER (B) ROLL-IN-TYPE SHOWER NTH SEAT (C) GRAB BARS IN ROLL-IN-TYPE SHOWERS C APPROVED PLANS A1 .1 LARSMU (A)HINGED DOOR Page 7 of 54 PANS MUST BE ON lOB SITE FOR ALL INSPECTIONS oEm 3 m Y o m EXIT C C1 W CD 0 N PROVIDE CANE PROTECTION Q + m RESTROOM ON DRINKING FOUNTAIN 103 RESTROOM O. M 101 c t m TYP.PIT a v OPENING tp ai ® W "o 0 7 m ® a) C N OFFICE `Sgh Q 104 3 57 SF. o OCC.LOAD NO SEPARATION II DD REQUIRED PER N TABLE508.4 -------- J co N OILERY OPERATIONS LOBBY 102 100 STORAGE 1572 SF. 105 OCC.TYPE:Si OCC.TYPE.B N OCC.LOAD=1,572 SF./500=4 505 SF./15=34 OCC Lu - 124 SF. NO.OF EXITS REQ.=1 NO.OF EXITS RED.=1 q OCC.LOAD=1 NO.OF EXITS PROVIDED=2 N0.OF EXITS PROVIDED=2 FIRE EXTINGUISHER LL a 2 2A-10:BC EXIT OCC.LOAD LESS LU ~g @ LL THAN 50.DOOR CAN SWING IN CONSULTANT STAMP DN. I FIRE EXTINGUISHER REQUIREMENTS IAW 2018 IFC 906 and NFPA 10,2018 ed. ARCHITECT STAMP Install portable fire extinguishers with a minimum rating of 2A-1013:C. ENTER LICENSED ARCHITECT AR4659 The travel distance from an extinguisher shall not exceed 75 feet. \> MAIN LEVEL LIFE-SAFETY PLAN W/ �-4 DANA UFF SCALE:1/4"=1'-0" NORTH SEAT OF 1 0 JFIRE EXTINGUISHER 2A-10:BC J U- p Z = co I r w I U wQ cn YZ o Q �I M J O Q 00 II � Z3:o ❑ ❑ I ❑ ❑I I ❑ ❑ ❑ ❑ w CQ LLUU uj W MECHANIC'S U C Z Q Q BASEMENT Q D (n -I 001 w O N Z_ W r-- I 1,530 SF L0 li I _I OCC.TYPE S1 L0 w OCC.LOAD=1,530 SF./500=4 v Q r J r Ij I I NO OF EXITS REQ.=1 MAX.ALLOWABLE TRAVEL - -I N0.OF EXITS PROVIDED=1 REVISIONS DISTANCE=200'-0" _ yI NO. REMARKS ACTUAL c C L_ 10- PLAN_� I REVIEWVIEW COMMENTS n� MAX.ALLOWABLE COMMON PATH OF EGRESS TRAVEL DISTANCE=75'-0" CITY APPROVED PLANS w a ACTUAL=69'-3" � .�n- MANS MUST BE ON JOB SITE J' FOR ALL INSPECTIONS N — — — CHECKED DANA N DATE 7/29/2024 DRAWN GEO ti MECHANIC'S BASEMENT SHErIT 24014 LIFE-SAFETY PLAN SHEET NUMBER SCALE:Pd6eN&Hof 54 A2"0 oEw 2 T 4 WALL TYPES o ; o w 79'a" 5/8"GYP.BD.-TO UNDERSIDE OF LEDGER Y IS CR 19'-3" VAPOR BARRIER 2X6 ENGINEERED STUDS @ 16"O.C.-FULL HEIGHT TO TOP C OF PARAPET 3'-8" 10'-0" 5'-7" 4'-0" 10'-0" 2'-8" 10'-0" 5'-1" 8'-10" 10'-5" R-20 BATT INSULATION O V-0" '-1I'll-0" STRUCTURAL SHEATHING CU MOISTURE AIR BARRIER 4"DIA.STEEL EXTERIOR FINISH PER EXTERIOR ELEVATIONS O BOLLARD PER CIVIL. 1 A6.0 TYP.OF 12 A5.0 LINE E AWNING ® 5/8"GYP.BD.-FULL HEIGHT TO UNDERSIDE OF ROOF O. m ABOVE 3 SHEATHING p COVE HEATER A5.1 A5.0 EXHAUST DUCT 2X6 ENGINEERED STUDS @ 16"O.C.-FULL HEIGHT TO t FROM BASEMENT UNDERSIDE OF ROOF SHEATHING a "� PERMECH'L. 102G STRUCTURAL SHEATHINGtolu ZL 5/8"GYP.BD.-TO 12"ABOVE ADJACENT CEILING to '—yo A 0 102D 0 0 102E EXIT 0 0 102E raw A O 7 m d q ® 518"GYP.BD.-T012"ABOVE HIGHEST ADJACENT CEILING 2X6 STUDS @ 16"O.C.-HEIGHT TO BE 12"ABOVE HIGHEST RESTROOM 103 101 ADJACENT CEILING Q 103 _ RESTROOM SOUND INSULATION BATTS m PIT OPENING 101 DUAL-HEIGHT 5l8"GYP.BD.-T012"ABOVE HIGHEST ADJACENT CEILING v DRINKING JD FOUNTAIN V m PROVIDE 0 5/8"GYP.BD.-TO 12"ABOVE HIGHEST ADJACENT CEILING M CANE APRON ON HIGHER 2X4 STUDS @ 16"O.C.-HEIGHT TO BE 12"ABOVE HIGHEST CU o UNIT r51 ADJACENT CEILING N 104 • E" 8.1 SOUND INSULATION BATTS 4'-8" 2'-0" 3'-0" 2'-4" 3'4" 4'-0" 6'-3" 3'-4" 9'-4" 3'-4" 8'-5" 5/8"GYP.BD.-TO 12"ABOVE HIGHEST ADJACENT CEILING OFFICE - 10q MILLWORK "J 2 2 = 5l8"GYP.BD-T010"A.F.F. LU _ 2X4 STUDS@ 16"O.C.TO 10'-0"A.F.F. FRAME IN CAP AROUND EXHAUST DUCT AT 10'-0"A.F.F. U o r II DUCT TO BE EXPOSED ABOVE 10'-0"A.F.F. N i a Q OILERY OPERATIONS GAS METER STORAGE 102 j ~g @ LL 105 = L___ ROOF ACCESS A6.0 INDICATES ALUMINUM STOREFRONT ELEVATION _ LADDER CONSULTANT STAMP = LOBBY SEE SHEET A7.0 FOR ENLARGED TOILET PLANS AND ELEVATIONS COVE HEATER WATER HEATER 48"X 48"ROOF 100 14 PER MECH'L. ACCESS HATCH - SERVICE SINK 'a" ABOVE 2 A6.0 4 FIRE EXTINGUISHER 28"X72"X4"DEEP 2A-106:C FLOOR RECESS 38"TALL STEEL 4t o FOR VEHICLE LIFT GUARDRAIL ON 4"TALL ELECTRICAL EXHAUST DUCT CONCRETE CURB ARCHITECT STAMP PANELS PER FROM BASEMENT DN. LICENSED ELECTL. _ ARCHITECT AR-1659 INDICATES WALL _ 100C = CORNER GUARD ' 9/24 C' 0 0 0 0 0 0 c 102C 102B 102A F 5 100A _ DANA UFF 1 1 2 .1 1 STAT OF I O LOCATION OF 5.1 A5.2 ENTER A5.0 SIM. 1 A5.0 J LINE OF EYEBROW ABOVE SURFACE-MOUNTED 7" 1 NE ELECTRICAL SERVICE LINE OF AWNING J ABOVE J 12'-8" 10'-0" 9'-7" 10'-0" 2'-8" 10'-0" 5'-1" 2'-7" 16'-0" 51'4' 19',3" Z co 79'-3" v J 1 2 3 4 Z Of W Q __j zw �CO J GROUND LEVEL FLOOR PLAN �� CO z Q w SCALE:1/4"=1'-0" NORTH C w LUQ w J U) 2iZJ o Storage LAW 2018 IFC 315 Q O D< Storage shall not exceed 12 feet in height and not be used � LLr)z for High Piled Storage as defined in 2018 IFC Ch.32. Ur Q r Ur LU C1) Combustible storage in buildings shall be orderly and REVISIONS separated from heaters or heating devices by distance or shielding so that ignition cannot occur. N0. REMARKS 2 REVIEW COMMENTS 0� Combustible storage shall not be stored in boiler rooms, LU mechanical rooms,or electrical equipment rooms. a N CHECKED DANA DATE 7/29/2024 N DRAWN GEO N CITY APPROVED PLANS JOB NO. 24014 "enexi°r°"odfoin "" SHEET NUMBER PLANS MUST BE ON JOB SITE FOR ALL INSPERIONS A3.0 Page 9of54 C E0 Ew WALL TYPES 9�0" 51�0" 19',3" 0 NO INTERIOR FINISH CR 8"CONCRETE RETAINING WALL DAMP-PROOF MEMBRANE 6�T' 4�2' 4'-10' 6-2" 4�2' 8'-6" 4�2' V-0" PROTECTION BOARD CID 0 CU 0 to .0 o EL 2 'C� — 0 A5.0 :E to 1F7.BIINIUIIHER o a. 7— ....... a) LO EXHAUST DUCT LB PER MECH'L. '0 21 MECHANIC'S BASEMENT F0_01 I co CU CU /*2 Y'*2 El-- 13 El 0 11 0— El El U, CONSULTANT STAMP LINE OF FLOOR ABOVE II II II F - ------ II II -------- 8"WIDE X 8"TALL ARCHITECT STAMP ----------- EXHAUST DUCT CONCRETE CONTAINMENT PER MECH'L. CURB LICENSED ARCHITECT AR4659 7:: 9/24 Li DANA U F PL—k STAT OF 1 0 6'-T' 4'-2" 4'-10" 6-2" 4'-2" 8'-6" 4'-2- 8'-0" < L.L 0 U) V_0" 19'-3" 79'-3" ~ UjU z LU 4) ui < ULL),:E 2Z �D_ co < Uj >_c) MECHANIC'S BASEMENT PLAN Z() [-- <00 1120 SCALE:1/4" T-Y' NORTH :;�2i z 3:C) C/) LU LU- 0 U) 2i C/) = z Storage lAW 2018 lFC 315 < 0 <LL < LU Storage shall not exceed 12 feet in height and not be used C"!z C)Lu for High Piled Storage as defined in 2018 lFC Ch.32. 2i I LU U) Combustible storage in buildings shall be orderly and REVISIONS separated from heaters or heating devices by distance or NO. REMARKS shielding so that ignition cannot occur. C: 11-11-21 PLAN REVIEW COMMENTS Combustible storage shall not be stored in boiler rooms, LU mechanical rooms,or electrical equipment rooms. 1121- CHECKED DANA DATE 712912024 CN DRAWN GEO JOB NO. 24014 CITYr ...... SHEET NUMBER PANS MUST BE ON JOB SITE I ff"ALL N111-IST nj of 54 A3.1 LEGEND o W POWDER-COATED Em GYP.BD.CEILING GYP.BD.CEILING STEEL AWNING O t G Q 8'-0"A.F.F. Q 6'-0"A.F.F. m NEW 2 FT.X 2 FT.SUSPENDED ACOUSTICAL CEILING SYSTEM PER DETAIL ON 3 OD S 0 HEET A6.0.TILES TO BE CORTEGA 769 NON-DIRECTIONAL Y QI OD NEW SUSPENEDED GYP.BD.CEILING WITH SMOOTH WALL AND PAINT FINISH PER DETAIL ON SHEET A6.0 (aCID fV NEW MECHANICAL REGISTER OR GRILLE PER MECHANICAL Q + TD z 1A M .� @ 11 0 CT CEILING �' aD NEW LIGHTING PER ELECTRICAL 0 c 2')C 2'ACT CEILING oo NEW OCCUPANCY SENSOR PER ELECTRICAL y B,-0„ 0 to 7 m AX GENERAL NOTES a' UNIT HEATER PER UNIT HEATER PER A. VERIFY ALL WORKING DIMENSIONS IN THE FIELD. 3 MECH'L. MAKE-UP GRILLE MECH'L. B. VERIFY ALL CLEAR DIMENSIONS OF ALL APPLIANCES AND EQUIPMENT. -p TYPICAL LIGHT FIXTURE C. COORDINATE WITH PLUMBING PLANS FOR SINKS AND FITTNGS INDICATED Lil PER MECH'L. PER ELECTRICAL WITHIN MILLWORK. m D. VERIFY DIMENSIONS OF ALL OWNER FURNISHED EQUIPMENT. M E- ALL DIMENSIONS FOR CLEARANCE,FIXTURE AND ACCESSORY LOCATIONS N ARE MEASURED TO FACE OF FINISH UNLESS NOTED OTHERWISE. NO CEILING. F. THE CONTRACTOR MUST INSPECT THE PROJECT SITE PRIOR TO BIDDING TO OPEN TO STRUCTURE ABOVE. GATHER ADDITIONAL INFORMATION REQUIREMENTS FOR COMPLETION OF WORK. NO CEILING. EXPOSED STRUCTURE TO BE OPEN TO ROOF PAINTED G. THE CONTRACTOR SHALL SECURELY ATTACH ALL MILLWORK TO EXISTING WALLS. PROVIDE PLYWOOD BACKING BETWEEN STUDS AT NEW WALLS FOR MILLWORK. STRUCTURE ABOVE. H. PROVIDE SOLID BACKING AT ALL WALL MOUNTED ACCESSORIES JNL EXPOSED STRUCTURE EYEBROW ABOVE TO BE PAINTED U o § Jai m� Q� LUL-i Li g CONSULTANT STAMP ARCHITECT STAMP pm NSED POWDER-COATED HITECT STEEL AWNING 4659 -\ 4 MAIN LEVEL REFL. CLG. PLAN UFFSCALE:1/4"=V-0" NORTH OFI HO EXHAUST DUCT PER MECH'L. J J LL � Z 0 _ 2 PAINTED STEEL BEAMS > (n >� w PAINTED'B'DECK I U Z W Q U) UNIT HEATER PER MECH'L. UNIT HEATER PER MECH'L. Z w Q OM J 00 Z �o ❑ ❑ ❑ El ❑ El ❑ Elw Q w uj ( U) z-i U �Q QD �LL � TYPICAL LIGHT FIXTURE w ~ N zz LL fj PER ELECTRICAL L > w U' Qr~ � cw EXHAUST DUCT PER c REVISIONS MECH'L. NO. REMARKS w N CHECKED DANA O DATE 7/29/2024 N DRAWN GEO MECHANIC'S BASEMENT -\] JOB NO. 24014 ti REFL. CLG. PLAN _/ SHEET NUMBER SCALE:1/4"=1'-0" NORTH CITYAPPROVE NS A3.2 ""","_,>,_� r� e 11 of 54 PLANS MUST BE ON JOB SITE, FOR ALL IN5PERIONS o EEw 1 2 3 4 O 3 m Y m m c � o N to 1 Q + (a O A5.0 AWNING BELOW O. M m 2 = o A5.1 A5.0 t TOP OF PARAPET TOP OF PARAPET b L to4 to H 118'-6" 123'-6" O 7 m n n N f® ir 3 1/2"PER FT.Q - 1/2"PER FT. ill"PER FT.Q iv /2"PER FT. 1/2"PER FT.Q 10 12"PER FT. '-0" N cu N N 10'min 48"X 48"ROOF ACCESS HATCH 2 2 A5.1 A5.1 LU ROOFTOP MECHANIC L UNIT PER MECH'L. Lu SINGLE PLY ROOF MEMBRANE OVER CONSULTANT STAMP OVER PROTECTION BOARD 6"RIGID INSULATION(Ra0)OVER VAPOR BARRIER ROOFTOP MECHANICAL a� UNIT PER MECH'L. LL n- w E ROOFTOP MECHANICAL UNIT PER MECH'L. ARCHITECT STAMP LICENSED ARCHITECT TOP OF PARAPET AR4659 123'-6" c C 9/24 TOP OF PARAPET f- 4 DANA UFF 1 118'-6" STAT OF I O A5.1 METAL EYEBROW L2 BELOW 5.0 1 A5.0 3 a.z J T-0" J AWNING BELOW Q LL z �O^ w U W Q - z IZ o ROOF PLAN �� O z <00 SCALE:1/4"=1'-0" NORTH wQw C6 Q Cn 2i z- d QOD< Up z (D W UQ r� c) REVISIONS NO. REMARKS 10-14-24 PLAN n/ REVIEW COMMENTS LJ� ^W LL i N CHECKED DANA O DATE 7/29/2024 N CITV APPROVED PLANS DRAWN GEO N NPUNS JOB NO. 24014 PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS SHEET NUMBER Page 12 of 54 A3.3 o C�C RESTROOM-103 RESTROOM-101 G FLOOR:POLISHED CONCRETE FLOOR:POLISHED CONCRETE 0 7 O BASE:6"RUBBER-TOPSET BASE:6"RUBBER-TOP-SET W OD WALLS:PAINTED GYP.BD. WALLS:PAINTED GYP.BD. Y OR CEILING:PAINTED GYP BD. CEILING:PAINTED GYP BD. [LN9 C ri W Do 0 N Q + w O C. Ol N O t N OFFICE-104 FLOOR:POLISHED CONCRETE Q BASE:6"RUBBER-TOP-SET WALLS:PAINTED GYP.BD. INDICATES WALL CEILING:2'X 2'ACT CORNER GUARD ; m I � -------- J� N N LOBBY-100 FLOOR:POLISHED CONCRETE BASE:6"RUBBER-TOPSET =_ STORAGE-105 WALLS:PAINTED GYP.BD. Lu FLOOR:POLISHED CONCRETE CEILING:2'X 2'ACT Q BASE:6"RUBBER-TOPSET OILERY OPERATIONS-102 WALLS:PAINTED GYP.BD. FLOOR:POLISHED CONCRETE CEILING:EXPOSED PAINTED TRUSSES BASE:6"RUBBER-TOP-SET WALLS:PAINTED GYP.BD. w g CEILING:EXPOSED PAINTED TRUSSES > CONSULTANT STAMP DN. ir ARCHITECT STAMP pL—. k NSED HITECT 4659 MAIN LEVEL FINISH PLAN ANASCALE:1/4"=1'-0" NORTH O J co J LL O Z U) MECHANIC'S BASEMENT-001 ~ w FLOOR:STEEL-TROWELED CONCRETE WITH SEALER I U BASE:NONE z WALLS:BARE CONCRETE CEILING:PAINTED STEEL'B'DECK AND BEAMS w Q YZ o ~ Q 00 Cn Z_ 3:o Z ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ LLJ Q w cn J � � ZJ d Q0 LL 2 L J F z U)N— ____ ___-I Lff.Lnn � > z Jil V Q r LLJ II I REVISIONS II II c N0. REMARKS nG�/ II II II I II I N CHECKED DANA 0 DATE 7/29/2024 04 DRAWN GEO LJ MECHANIC'S BASEMENT CITY APPROVED PLANS JOB NO. 24014 INFINISH PLAN FEARS MUST BE ON JOB SITE SHEET NUMBER FOR ALL INSPECTIONS SCALE:1/4"=1'-0" NORTH Page 13 of 54 A3.4 ALL SIGNS TO BE 0 Em PERMITTED O 0 2'-2" 8'-0" 5'-1" 4'-9' SEPARATELY 3 03 Y CR EF2 EF13 EF5 1 1 W � LIGHT FIXTURE PER A50 A8.1 C cl W OD ELECTRICAL.TYP. cu t{tli ..� u }'";r.in:t ;��•,'i`•1 fsi Q +Ak, w �' 7 9 2 S+,t,.v Y' '>3rs "a+:`!,vi y:�{ {.= :4'::i g 5.0 :ro-t`k: 'r Y�'.::4, 'PZ;Si':'Lt,:{rr'd;*:x EF2 W M EF8 EF8 EFS EF4 8.0 EF8 EFi EF4 EF3 EF1 EF4 EF3 EF5 EFi t �' r �; ,: SL:R;xn'��'+"''L' C• GD � ' { t m ADDRESS t <'. 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"ittit' w i .q eoo}'.��s?:xf}``�'•}S''}3�sY' O O O •{"Y Ja< 4 § EIEIE�ll U o 4�F .T{'VJP'y:�,'f�<Ai<X�<�y � :x•'„j:_4 N �� Lei m� Q� LOCATION OF 8.0 EF9 1 1 1 3 2 Lu a g w 1 g.p EF11 2 8.0 8.0 8.0 EF10 1 8.0 > SURFACE-MOUNTED 6„ 5.0 A5.0 CONSULTANT STAMP ELECTRICAL SERVICE EAST ELEVATION SCALE:1/4"=V-0" ARCHITECT STAMP LICENSED ARCHITECT AR4659 EQ. EQ. EQ. 6'-9" ELEVATION NOTES 9/24 2 EF2 EFS 1 A5.1 EF8 EF8 KEYNOTE DESCRIPTION 8.1 EF1 3-COAT CEMENT PLASTER(STUCCO)OVER PAPER-BACKED EXPANDED WIRE MESH OVER MOISTURE/AIR BARRIER OVER DANA UFF STAT OIF O STRUCTURAL SHEATHING.COLOR FINISH TO MATCH GREASE MONKEY GREY "'y;Y�, ,::'<u'Yl,�i„'.:•!�•i:s% �'•t..i R�F'''.!�;f Y r.•Y'?i::':':4:":•"r'�::'::{` ,fw1;.1�.,J1•":�si:,l`u5t T';i.,isr.Jix:.•e.t.Y:.✓:?• j;.�.(: ..i'\.1'o,u 1.r•,,.S k,• •Y....:i..�:f: 7 •Y.S"•�¢:^:L Yi:';{,.'{�'S x Cd•.i;a,,:,:s C t.t,,,„,a.{.:s, .,,•..A h•".r.3':•:;.>.^,'•i '••�',.s; . :i'v"+!`�';'C,y,% EF2 3-COAT CEMENT PLASTER(STUCCO)OVER PAPER-BACKED EXPANDED WIRE MESH OVER MOISTURE/AIR BARRIER OVER INTERNALLY ILLUMINATED . ,w•(,.{.,.,.y.rx •,•r,�.rrx:st7':';'."+.'r•`, 4;':s''.'tt•""F � ! T'"''Yd•e•t:vs^ ,1:{ STRUCTURAL SHEATHING.COLOR FINISH TO MATCH GREASE MONKEY BLACK SIGN =�d... %:••`:i�l.{h.N.,i lfi)�!;�,5''F•+;;.7i: .�.S iYs;,; :t.. ,�.r,i.�,: ^.,.'r.. ,,..,,'st;`;';!.,!.G•':i.r:... x,.)•i •,sue t.;)q _ :.�.. •S:": Y.• �^ 'i'r s:x:7..: r. ..i s��: s„'�;.r S�'i< J.•Yy.4>l�r;:m;...lw � 's':X'i.e1:^.(',.'�!'f•`�C:^.:M'9•{: 5?�i'!' 't,�J:�;i:�y,?:i•{: v:Y!y fii•:C:t'S'.fsY'i'..^•f�ylyL��•i`::, J ;.4iA„••,";,L,,r,'a,.f,.-JY.r.;�.��_.,�Pti b;p�,..fA•:.a,.i Lt,4,ss.,,��^,_y;:,<;y:�•t,,`!,Y{;^,�-�«;,:.1+{` F•;3,;,7>J'}t, PRE-FINISHED METAL SIDING OVER MOISTURE-AIR BARRIER OVER STRUCTURAL SHEATHING.COLOR TO MATCH GREASE J .f1�{.RYA 1FA s ti E A EF3 ti MONKEY BLACK Q J Y .)„ 4 f 5•� J(4::5`,.•,.{.�''3t1r•,,,.f.�:F,�; Sit'd:rj Jf ,�,�1;:,;#.suer frr '?• �"`5 r PRE-FINISHED FLAT METAL PANEL OVER MOISTURE-AIR BARRIER OVER STRUCTURAL SHEATHING.COLOR TO MATCH GREASE Y,,* a. C i•.(its.. st'y hi F'�;.•i t:J:4'' t tt,t;. .<Y:¢ ;v f.. `;d.s. ,,{� �:i�, �• 7.k,`5::r-y';a. F. EF4 i. �...`: 'C .f .Y .A,: i'•, i,ti' :a `r�J...*.S;i' 1 P O 't'ef'^{'>Y''�r't'�'f�:3'3J�.{.f "5.^ 6>' tt !a i:i:.y:'..,,{: S•"i;F,t n.:'n'i{'.A,fis MONKEY RED z .r"•' POWDER-COATED POWDER-COATED rj;;t:i,4d:fzdii�yf'.:%i"r,?i`.�y;?•;'s',.'•,;.7'`;i`+•i0,?r"7?;;:;ys^.;;,::.i..;:N.,;.`.?:; ' STEEL AWNING �M .��.�,{3:a:,r;1k;i•t,�y.,i;._,;st y:.£ f :A:=G`F <ys'.. :`• w%Fr>> STEEL AWNING U^ ,f_.a.;, �;;i}y��lfs L�ti�'•gt>"• ''<:�:rt.%•:!`M.�.'.`ti'k•:�' 's')" + 4'-0" EF5 PRE-FINISHED METAL PARAPET FLASHING WITH DRIP EDGE.COLOR TO MATCH ADJACENT SURFACE COLOR � vJ yin•...t ft:p x::.y,.✓..:iyl;:,•'f. ,f{ f?•+., L:r,+."r,y l;sx..y�;Gi.{:t'' s �'7.J::��',s. .„:.s;.<t .'r i.0�,' ;'h:• •h,- EF6 5' m ' ,EF4}., .t.i.K:;:�.:,;s�:.,vsPs• '7i>i?' :>a' t•''T{,^z y.t.Z}�'•":,4'F 'i?� EF6 w ::5..r.'*" c �%�N'fP�'t w';'�� 1 .,•, ��r,.n,.,;, .� POWDER-COATED STEEL AWNING WITH TIE RODS PER DETAIL.COLOR TO MATCH GREASE MONKEY RED U ,K.,�.•1' l',l'�, '.J:}.n,:f.,, `tvi.'} S,Cg'h a.7 4 ,t�'� T.: :, ,.t .��i,;.:,. •� ,:*:5:,. 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EF8 1l2"STUCCO CHANNEL SCREED IN ANODIZED ALUMINUM Y z O j LI_I `. ;,�.f,s L,, y, r i.�•, EF9 4"DIA.STEEL BOLLARD-FILL SOLID WITH CONCRETE AND PAINT GREASE MONKEY RED Z j Q J 6 �� ,it3'fr ,,•'r,, ai.�: 'S;:6.N,'".:pF:'js(s > LLI •EF4.. :Az '!;'v}:r,' x� EF2 f t,.,,`.;,;'r•�•k"`.1,5,r'd,( EF10 ALUMINUM STOREFRONT DOOR/WINDOW SYSTEM PER SCHEDULE.COLOR TO MATCH GREASE MONKEY BLACK w W(n CC n J G ( J O EF4 r's': 5 ;•d".y;x.•1..,:t�:'�'a'.i`:a::?�3'�`:� •�A81 'h i1t'f r;:'rp,c..,;,..;..�e.Y:,tJ�,f� EF11 SECTIONAL DOOR PER SCHEDULE.COLOR TO MATCH GREASE MONKEY BLACK w O �LL ?'�Sxy�t •";'''Y*r�,;;;:i,:;ter°y`a:�f;1 N z > A.;;';•:, a,• (>.,,.,• x.�i EF12 PAINTED HOLLOW METAL DOOR AND FRAME PER SCHEDULE.COLOR TO MATCH GREASE MONKEY BLACK x (L.L CLO,4 • ej,L.',i1.7 y'•. 7 k.f' T.PF..."S�t' V r.t Lu W EF13 PRE-FINISHED METAL SIDING OVER MOISTURE-AIR BARRIER OVER STRUCTURAL SHEATHING.COLOR TO MATCH GREASE (f) 2 1 MONKEY RED EF10 g,p 2 80 REVISIONS A5.1 NO. REMARKS o- PLAN REVIEW COMMENTS NORTH ELEVATION a SCALE:1/4"=1'-0" CV CHECKED DANA DATE 7/29/2024 N DRAWN GEO N JOB NO. 24014 CITY APPROVED PLANS SHEET NUMBER PLANS MUST BE ON 10B SITE FORALLI CTIUNS A4.0 14 of 54 oEm o ; 0 c0 O 1 INTERNALLY ILLUMINATED Y 01 A5.0 EF13 1 EF5 EF2 , SIGN W 8.1 8.1 LIGHT FIXTURE PER ELECTRICAL.TYP. O CU Y� 5s,`»'_, EF2 '• yu:c; .,.:f;.'a;�: ''E�<•{LAX; Q + 0 X ..•;>'i:r;e`.,,x`rl i,:<),,:J.,L.'�•„'d 2 , to >x".`4 (;•ir,'•.ti t'i(,�: EF5 A5.0 EF5 t r i� .5;�'' •I i'r Y'4`7� t;.: EF1 EF8 EF3 EF1 EF3 EF1 EF3 EF8 EF8 EF8 ? .._,i✓�';i7c}Y.y<a."Ff $ a`i!�i{E'at.;f.{' OD a C • L. .y 12"HIGH a v ,L'�;:f'Y...L'`< n"'4• L' x.e dy`.{u,f?r Y;r,M+:':lea ADDRESS fA p p NUMBER N V L�V� m V C '}.',.e:,..r Y,•q s 1' 8.2 v .:, d•. '.a f .,r`.''4,i.ii xtrd: 7 m -0 tiY' Vi. QISD�I1V UVULSOV� .t ,�f;, .;'J':x•i:. d EF6 .� r}sr'y'.a_Y.�s�Y r4, r,':,{.1:t:fP r�� ."q4a.{�h:"�'vi:5•:" a CcM0 NCB Cc U GC E 2 >'$ ...;,.• a '4s u:t' ::t;E`••.A' F'::,..J.,yi' ftM r s:'.'f(Ji m {.;:-:� x-:rc"r f�.rs .<:ry n p� o y l .•`•.+> xrfr:y. ; • tlits• .�j!^'.2,'�+• IT L� �UTI�� U�W�� - ;;3,1:fif'. .S.y't ':y: ��°>r}'°'7 ',•i�••T,••"�A,,,r X,T+ri��f:.y f.� (f• '• •�o<f. ''L „:s.tV';} 5�''"vs.t-!•`�'yx`. 1'�,s� EF2 „1: EF1 o�D N �+r,. :,fF�,..4s,4 .Yr.t';, a�,Ys4• }•3gi4 �":rbs N Y EF4 ❑❑ \ ,tli:�ao:✓�/Y. •a•:•i:L': i4Y..,, a�,{r,•'�:' ,.y..tt'.jF•. EMERGENCY ACCESS KEY fa: xo:s; ;,t .' `!� "";r.y "Q k„t,ws,ss.;YxS ••r".''r' BOX C X IAW 2 0 8 IF 506 1 r:.A EF1 rJ •'A:.J.n.R�:Y,tf.j., .> o.}.,,:;F•,..4 !2., .r 4� �%�':. l tl,'(•!.r z^1'f'1{.� EF1. .i•.� i.tr YR�.`.`r- - Knox Box:www.knoxbox.com '''i•✓4'yv"�':4 r X:�'.:A.i:••).a`�'" ¢3'a:i;�t}�,i ♦.a k. ,L'.'Jr tD -.`, ;:r:. is ::r�.'i•=^, •>t!:,.�"aty'.•!.f^'•Sl,.. W - tt y !Y: r 'yJ:l'ry'. :.�-.'.; t•i c x.`s r'::,'yti:,;t,:i.y;•Yi O O O A Knox Box shall be installed to >,., t` ,;�.�+>;',.�,, •;a• ry ,�,,�;wt:; ,�i:}�,�:5�:% � ,�•�.. N _ the right of the main access door(s).All keys shall be identified 2 3 4 ill with a tag indicating what the key g.0 EF10 1 g,p EF9 2 EF11 EF12 8.0 1 j unlocks.Box should be mounted AS.o 5.0 7_6" CONSULTANT STAMP 5-6 feet from ground level. Additional KB may be required ADDRESS IDENTIFICATION-IAW 2018 IFC 505.1 WEST ELEVATION based on size of bldg and location of safety systems. New and existing buildings shall be provided with approved address identification, SCALE:1/4"=V-0" legible and placed in a position that is visible from the street or road fronting the Alternative locations shall be property.CoTF:High and right as conspicuously possible. approved by the Fire Marshal. Characters shall contrast with their background. Address identification shall be Arabic numbers or letters.Numbers shall NOT be spelled out. ARCHITECT STAMP TF Best Practice:Commercial Buildings should have minimum 12"tall numbers and LICENSED ARCHITECT shall be affixed to the building. Numbers may be affixed to monument signs but as a AR4659 secondary address location.Street name not needed if numbers are displayed facing assigned road. ELEVATION NOTES 9/24 A5.1 Suite/Apt/Unit numbers shall be affixed near the main entry door(s),a minimum 4"tall KEYNOTE DESCRIPTION EF2 81 EF7 EF7 EF5 and shall include the word"SUITE"or"APT"or"UNIT"etc. EF1 3-COATCEMENT PLASTER(STUCCO)OVER PAPER-BACKED EXPANDED WIRE MESH OVER MOISTURE/AIR BARRIER OVER DANA OFIF o STRUCTURAL SHEATHING.COLOR FINISH TO MATCH GREASE MONKEY GREY STAT ?'Y..ti, ',ti:'yL> .i�+::�,r� ":4'S. p. S.r..... } .{.::.•��:a.,},. .,.. '{..i:J:;` :a:;%�•'. .•'f;;:•,yi; t. !".;�±.v,T:i'C ✓:1.4,, :i}';':^<f`.` :...r.`,;.f:°:.r.�'s 1.:!.:,.S::E',:., ,c.r r;(:`. .Y,'fi''Y,,t(,••y,r:�.r„-..I.1:.,.:r;.•-.>r :t<..t:i..:r'S ty+'':•.�'%:;%°: :1( 5.,.,;i.4 :F2• ^r?r'i?"�>t'•=^:''�`•''?f•''`' Y':"•*�•+f"i'f:#.,F;!v?.a+•;1;i:•^.;:'i'".:_'.+./?'j^`;::i:'•?`•;'f.:.:,;.4,�,x.�??;.c!�Vh,. EF2 3-COAT CEMENT PLASTER(STUCCO)OVER PAPER-BACKED EXPANDED WIRE MESH OVER MOISTURE/AIR BARRIER OVER r:� •; Y t(' f;r.„,{.x R <<�t,,t+,y>�,4 Y.s ,.<.,7 x y-t t,s t t�'• STRUCTURAL SHEATHING.COLOR FINISH TO MATCH GREASE MONKEY BLACK CO it �•J'j �'-. �{•s-r•C,1 ry;isr �. rT�:f. "^r`;'`•�;•>•:,?<�� h.•r.':i.•:.:r.•:4.�r:..:.4:£y�:;:,<i':! ''i" �`✓!{.G C 1 :•>{'.'�:9:)5:�.4.:4ti.t'<. 3"' y.tlt`:'.rI'si'�';i M..'.;;;✓.'::.�'S.r'{.{:t.C: "'R:P:i'i.::>Y.;t>, ; -i..4��a:,S:S'.f:Y,'J" J j• T� f }jk.5�r X. r: s4s r.•{^rT'a:r.v;i,.>}(2:Y;Vxiyr.:i'�i?'.�:'y fr'.>4:p2(,".`.:u:<;:'t'::.f'1:4.S.j°:?• •r=j'.t:r`r:`.>'{ •l°r 8.1 s'a>L ,..t. EF3 PRE-FINISHED METAL SIDING OVER MOISTURE-AIR BARRIER OVER STRUCTURAL SHEATHING.COLOR TO MATCH GREASE J .t.,y� ...yi s; >.,iy t'';r.1y. 4:7!t„'. t+...::,..,:''r °.::.+s;'sy"';:Y, t�a,Y.i.,.:?.,C>?�':i.:A.-.`•;!,1_.t,'+,r'. ;<r MONKEY BLACK Q LL +i y t,�,•... yi:• ;.r..:';.;i;s;x,.,;,:�:x'�:`;�r�`rA• EF4 PRE-FINISHED FLAT METAL PANEL OVER MOISTURE-AIR BARRIER OVER STRUCTURAL SHEATHING.COLOR TO MATCH GREASE MONKEY RED Z '. ts'•f't:..'•z:r t.. Lt . 's;.r.a%`%1.!,,, :�,'F.y,r,+'., � I:.LA-'•.4r, S:2'*a:",d(r. - >s.`+.4`.r .r" q,-0�� EF1 •q:•(,stt, EF2.a<yti'ty,ra.. EF1. EF2s:.':^rrt' .EF1 ci : •Sf,v!••.v:,_2'} •!p r<y:y :'. ..•' : r: i.+:tr� •, t+' EF5 PRE-FINISHED METAL PARAPET FLASHING WITH DRIP EDGE.COLOR TO MATCH ADJACENT SURFACE COLOR v J !.;/.s,.a4:l+•r i•tr:t"t:�,p. ..s;f cy;•,;��y.t�;r{..',;4JgL,.; . �k°�]�l S YY,I� .y?;'y,.t,k t.. ;t•r;�.l:�.�,'.y:::^G.,q.A, :.d•7. +•..: d ' 'x 4A`�'"ri}` `:j:+f' :''e�!''•:nr h./i` tN POWDER-COATED STEEL AWNING WITH TIE RODS PER DETAIL.COLOR TO MATCH GREASE MONKEY RED ~ /w g � 4 EF6 I V Z �.�,�� 1•� _f.f l;y> •'i'T•�%i y;;a3�,Lt ( •;y"<�s'ir't EF7 STUCCO EXPANSION JOINT — x Ts? N. .t��..<;•.T.,Jry".i?:(::. Vt [i4i%r`.; +a'.":°^l';,s`: �a.•^,( ,Y., ... '; ,�{!q.y!i`.':y:i•`.i�`1'T f:' 4't., (:±' W ' :i:a.t;e:sr,::•rf'^:�;rii :'rJ csY:}; ''yx ~ EF6h 'Y-::r:hy:" '•R�•yj•-:>ta,.y. •: i 5 ,r Y•.J i''•ygL •-p• EF6 w m EF8 1/2"STUCCO CHANNEL SCREED IN ANODIZED ALUMINUM Y Z O Q •'L;'i' EF2>� EF1 ,ay }r':.•.: 4.,; r�:„a,EF2' 3,"•.s1x,.. +EF1 •}',�4. EF2 r„ w is 1' r•'.. >, .�C;;:',ti:;''�*,. ?:s•1!,i_;y,+._ ;r.,i.t;..�, 4':1.i:5•.;yr,.�4 > W =':i' a•✓,<• •i: EF9 4"DIA.STEEL BOLLARD-FILL SOLID WITH CONCRETE AND PAINT GREASE MONKEY RED Z >C W - r4•,i.I,t Yti r�.v u.:.'6ryk tY .. (.s>✓t,•:_V'1:i,�*•4+•yL+`.:is1•;fR''.(L.yr;:�d,'. EF10 ALUMINUM STOREFRONTDOORNINDOWSYSTEMPERSCHEDULE.COLORTOMATCHGREASEMONKEYBLACK QC W(n+ • w 4. VJG co O EF4 Z J _ EF1 ' .:•d V�'�•'EF2 ,ry':iy,.!�y EF1 jrs�%:;'� EF2 wr:�.:�' EF1 (j EF11 SECTIONAL DOOR PER SCHEDULE.COLOR TO MATCH GREASE MONKEY BLACK Q ..� %:;�H,.:'.}•' r:s';,'iX .:�: fir'. k...y> ..0 w Q ,�,1}•'�:,:.t+q.•.�,+;?,J>l}, rn.r,_.;J'r,„��. K'r•,;:,,.t EF12 PAINTED HOLLOW METAL DOOR AND FRAME PER SCHEDULE.COLOR TO MATCH GREASE MONKEY BLACK ~/ ..y:. 1,:•: v'!, 2 tY tx:.}`;."..jDrj Pjy?d.i;w:si''Y>t.' CN /< :Y.#Y^:...^,.k:.:n d:�i✓•:t /ti7>.fit. 1.,...,, E 1 � � W EF13 PRE-FINISHED METAL SIDING OVER MOISTURE-AIR BARRIER OVER STRUCTURAL SHEATHING.COLOR TO MATCH GREASE � w Uj 1 MONKEY RED 8.0 REVISIONS 2 c A5.1 N0. REMARKS /G 7-6" 7,-6" T-0" 3'-10" REVIEW COMMENTS Uj SOUTH ELEVATION 1121- SCALE:1/4"=1'-0" I- CV CHECKED DANA O DATE 7/29/2024 N DRAWN GEO N JOB NO. 24014 CITY APPROVED PLANS SHEET NUMBER A4.1 VIANSMtr5INSVEClF/TBE0 FON ALLrJf_ e 15 of 54 A B C ' 1 e 1 O o 8.1 8.1 . 3 REV td 0 TOP OF PARAPET . TOP OF PARAPET CR SHEET NOTES CR w ci �123 123'-6" C D�'1 4 -'/ A5.1 ^ 3 iO PRE-FINISHED METAL PARAPET CAP FLASHING WITH DRIP EDGE O N �REV , 20 SINGLE-PLY TPO ROOFING OVER PROTECTION BOARD OVER A MINIMUM OF. Rao RIGID INSULATION OVER VAPOR BARRIER OVER PLY./OSB SHEATING 6 ✓ OVER PRE-ENGINEERED TRUSSES + O . SIM.c 3Q 3-COAT EXTERIOR PLASTER(STUCCO)OVER MOISTURE-AIR BARRIER OVER L, C9 03 PLY./OSB SHEATHING '� 0 �\ TRUSS BEARI NG-HIGH t TRUSS BEARING-LOW 4O PRE-FINISHED STEEL SIDING OVER MOISTURE-AIR BARRIER OVER PLY./OSB t m --------- T-5' SHEATHING 11 a (A m 18 ,I 8 3 PRE-ENGINEERED ROOF TRUSS @24"O.C. o ' 8 7 5 y 17 © 2X6 ENGINEERED STUD PARAPET PER STRUCTURAL Q m 9 TOP OF 7Q PAINTED HOLLOW METAL FRAME a) WINDOW j 26 26 �, ,� TOP OF WINDOW 80 R-21 FIBERGLASS BATT INSULATION WITH VAPOR BARRIER AT INTERIOR WALL a 110'-10" T --------- - 11� SIDE T 10 6 - /` 2X6 ENGINEERED STUD WALL PER STRUCTURAL 3 v 10 HEADER PER STRUCTURAL 11 ALUMINUM STOREFRONT WINDOW/DOOR SYSTEM PER SCHEDULE m Go 11 11 12 CONCRETE SLAB ON GRADE OVER BASE PER STRUCTURAL N 13 CONCRETE FLATWORK PER CIVIL N 14 CONCRETE STEM WALL PER STRUCTURAL *15 13 15 CONCRETE FOOTING WALL PER STRUCTURAL 12 16 R-10 RIGID INSULATION FIN.FLR. FIN.FLR. tD 100'-0" `L 100'-0� 17 METAL EYEBROW PER DETAIL LL' STEEL AWNING PER DETAIL 16 2 19 CONCRETE OVER STEEL DECK PER STRUCTURAL STEEL BEAM PER STRUCTURAL w 1g 14 > CONCRETE RETAINING WALL PER STRUCTURAL 15 CONSULTANT STAMP 22 PROTECTION BOARD OVER DAMPPROOF MEMBRANE OVER R-7.5 RIGID INSULATION 2 A5.1 23 ROOF DRAIN AND OVERFLOW 24 T-BAR CEILING PER DETAIL ON SHEETA6.0 Q SOLID FIRE-BLOCKING @ 10'-0"MAX.ON CENTER BUILDING SECTION 26 5/8"GYP.BD. 1 2Q 2X6 STUD WALL PER PLAN 28 2X6 PRESSURE-TREATED BOTTOM PLATE WITH ANCHOR BOLTS PER STRUCTURAL 29 SECTIONAL DOOR PER SCHEDULE ARCHITECT STAMP LICENSED ARCHITECT AR4659 A A5.1 B C 9/24 1 1 3 3 �— A8.1 TOP OF PARAPET - 2 REV. TOP OF PARAPET STAT DF I F HO 1"' TRUSS BEARING-LOW TRUSS BEARING-HIGH 116'-2" co J 4 8 54 J9 26 zP OF DOOR TOP OF DOOR10 29 — � v) 10 11014. REV. ~ U W Q _ z Y z O U 13 13 I— >Q 00 U 19 C z >_ 1] w FIN.FLR. FIN.FLR. C Q I__ U) (wn Z J z III IIIII c 11=1I -' 20 0 STEEL BEAM BEYOND - Q 0 LL PER STRUCTURAL W N z J 22 2 21 STEEL COLUMN BEYOND 2 f n < > Lu PER STRUCTURAL n Q r~ m 12 REVISIONS FIN.FLR. FIN.FLR NO. REMARKS Lu 15 15 15 2 N 5 CHECKED DANA O DATE 7/29/2024 N DRAWN GEO N JOB NO. 24014 BUILDING SECTION CITY'APPROVED PLANS 2 .m�",c"a,c SHEET NUMBER PLANS MUST RE ON JOB SITE SCALE:1l4"=1'-0" FOR ALL INSPECTIO A5.0 r-cige 16 of 54 o Em A B C E 1 1 0 7 O 3 2 3 0 A5.1 2 AB., SHEET NOTES '� o m TOP OF PARAPET 23 REV��- TOP OF PARAPET (a � [i �118'fi" q ` SIM. - 118'-0" O PRE-FINISHED METAL PARAPET CAP FLASHING WITH DRIP EDGE C W OD TRUSS BEARING-LOW 1A 1, TRUSS BEARING-HIGH 2O SINGLE-PLY TPO ROOFING OVER PROTECTION BOARD OVER A MINIMUM OF N s 4 11T-5�, R-30 RIGID INSULATION OVER VAPOR BARRIER OVER PLY./OSB SHEATING Q + 116'-2" 8 `. OVER PRE-ENGINEERED TRUSSES p TOP OF DOOR 8 TOP OF DOOR to n � I 3Q 3-COAT EXTERIOR PLASTER(STUCCO)OVER MOISTURE-AIR BARRIER OVER CL Nl 114'-0" 9 _ 26 29 5 29 10 - g 114'-0" PLY./OSB SHEATHING 3 10 4O PRE-FINISHED STEEL SIDING OVER MOISTURE-AIR BARRIER OVER PLY./OSB t m ` , 7 7 - REV. SHEATHING a Sim PRE-ENGINEERED ROOF TRUSS @ 24"O.C. N © 2X6 ENGINEERED STUD PARAPET PER STRUCTURAL o 2 m 7Q PAINTED HOLLOW METAL FRAME d C 80 R-21 FIBERGLASS BATT INSULATION WITH VAPOR BARRIER AT INTERIOR WALL Q SIDE T RECESSED VEHICLE LIFT (9) 2X6 ENGINEERED STUD WALL PER STRUCTURAL 3 10 HEADER PER STRUCTURAL 11 ALUMINUM STOREFRONT WINDOW/DOOR SYSTEM PER SCHEDULE m 13 19 13 Go 12 CONCRETE SLAB ON GRADE OVER BASE PER STRUCTURAL N FIN.FLR. FIN.FLR. 13 CONCRETE FLATWORK PER CIVIL N Z100'-0" 14 CONCRETE STEM WALL PER STRUCTURAL III=11 74, CONCRETE FOOTING WALL PER STRUCTURAL STEEL BEAM BEYOND 16 R-10 RIGID INSULATION PER STRUCTURAL 22 22 17 METAL EYEBROW PER DETAIL Lu ='2- 21 STEEL COLUMN BEYOND 2 18 STEEL AWNING PER DETAIL U § ' PER STRUCTURAL N - 12 19 CONCRETE OVER STEEL DECK PER STRUCTURAL FIN.FLR. FIN.FLR. 20 STEEL BEAM PER STRUCTURAL w g IS-91-7" 91'47"� 21 CONCRETE RETAINING WALL PER STRUCTURAL @PROTECTION BOARD OVER DAMPPROOF MEMBRANE OVER R-7.5 RIGID INSULATION CONSULTANT STAMP 15 b 15 15 23 ROOF DRAIN AND OVERFLOW 24 T-BAR CEILING PER DETAIL ON SHEETA6.0 2Q SOLID FIRE-BLOCKING @ 10'-0"MAX.ON CENTER BUILDING SECTION 26 5/8"GYP.BD. 1 2Q SCALE:1l4"=1'-0" 2X6 STUD WALL PER PLAN 28 2X6 PRESSURE-TREATED BOTTOM PLATE WITH ANCHOR BOLTS PER STRUCTURAL 29 SECTIONAL DOOR PER SCHEDULE ARCHITECT STAMP LICENSED 1 2 3 4 AR-1659 1 8.1 1 2 1 5.0 A5.0 REV. 1 TOP OF PARAPET 9/24 123'-6" f— .1 v \ STAT OFI NO 3 .1 TOP OF PARAPET --.,� - - - 2 - '-� 1'' REV.� co �118'-fi" SIM. J J 3 3 2g 8 17 z ��_^^ 8 27 5 24 1 p § v J 2 - - - 2 TOP OF WINDOW A w 26 11p'�jp^ I U Y z O 0 4 11 OZ Lu 00 26 10 26 � Q 00 U RECESSED _ VEHICLE 5 z 3j C) w 28 _ LIFT — — U) Q Lu(n wC (� 13 12 18 28 12 13 U) G Z J z FIN.FLR. `L � FIN.FLR Q 0 LL Q V ----100'-0" -------- -- ----------- --------------------- ----------------------- - --------- 100'-0 w F z J ----------- —I N— — II II 11= = H 1 I' 16 ��II IT 16 2 0 Lu A8.0 0 2 Q r m U) 14 21 2 14 REVISIONS 15 A5.0 15 NO. REMARKS 12 w FIN.FLR. FIN.FLR. a v 1 7 4 91� 15 15 N CHECKED DANA O DATE 7/29/2024 N DRAWN GEO N 1 2 JOB NO. 24014 A5.1 5.0 CITY APPROVED PLANS SHEET NUMBER n«ewnM�roecw" "a 2 BUILDING SECTION VAN5MU5TBEON JOB 51TE A5.1 FOR ALIPnfl 17 of 54 SCALE:il4"=1'-0" C B 0 W E 3 m td O TOP OF PARAPET OR1-1/2"DIA.POWDER-COATED 1-112"DIA.POWDER-COATED OR 118'-8" STEEL PIPE GUARDRAIL STEEL PIPE GUARDRAIL C m TRUSS BEARING HEIGHT-HIGH (a0 � 117'-5" N Q + TD O 1-1/2"DIA.POWDER-COATED to M STEEL PIPE HANDDRAIL @ C" OD 34"TO 38"ABOVE STAIR TREAD 0 t m to y d C Q T 3 V O) Q D] 2 M N N STEEL GRATE STEPS Lu 1-1/2"DIA.POWDER-COATED STEEL PIPE GUARDRAILLl LL m $$ fl > CONSULTANT STAMP CONCRETE CURB. 4,4. w RADIUS OUTSIDE EDGE CONCRETE OVER'B' - DECK PER c7 STRUCTURAL w F� _ 100'-0" 1 `. ARCHITECT STAMP pm NSED _III— HITECT III 11" \ STEEL BEAM PER -165s STRUCTURAL II STEEL BEAM PER �b 4 STRUCTURAL LINE OF REQUIRED HEAD CLEARANCE 42"HIGH 1-1/2"DIA. _ STAIR PLAN UFF 1, POWDER-COATED F I HD STEEL PIPE GUARDRAIL SCALE:1/2"=V-0" 1-1/2"DIA.POWDER-COATED (n 2 STEEL PIPE HANDDRAIL @ J z 1-1/2"DIA.POWDER-COATED 34"TO 38"ABOVE STAIR TREAD 1-1/2"DIA.POWDER-COATED STEEL PIPE HANDDRAIL @ STEEL PIPE GUARDRAIL J POWDER-COATED 34"TO 38"ABOVE STAIR Q F__ STEEL STAIR STRINGERS TREAD CONCRETE CURB. LL O U STEEL GRATE RADIUS OUTSIDE EDGE z b FIN.FLR. STEPS _ w� CONCRETE OVER'B' �_^ (n DECK PER v) STRUCTURAL W o IU Q Z ———— W Q _ 4'-7" 13,-9. 11. ---- _ Y z O O I— >Q 00 STAIR SECTION STEEL BEAM PER G Z >Q STRUCTURAL G - 0 1 SCALE:1/2"=1'-0" W Q L C W Cn 2i Z_J C � Q QLLJ �LL Q STEEL GRATE STEPS �/ � LLo j z >� W ui REVISIONS 2 STAIR SECTION N0. REMARKSOf Of SCALE:ill"=1'-0" W N CHECKED DANA O DATE 7/29/2024 N DRAWN GEO N CITY APPROVED PLANS e.w.w.eMmn—Plu".. JOB NO. 24014 PLANS MUST BE ON JOB SITE SHEET NUMBER FOR ALL INSPE-ONS Page 18 of 54 A5.2 WINDOW SCHEDULE A6.0 DOOR SCHEDULE (XE:) GLAZING IN DOORS TO HAVE A MINIMUM U-FACTOR OF U-.038 AND TO BE THERMALLY BROKEN O ALL WINDOWS TO BE THERMAL-BROKEN ALUMINUM STOREFRONT TO DOOR HANDLES,PULLS,LATCHES, Em MATCH GREASE MONKEY'BLACK'.GLAZING TO HAVE A MINIMUM U-FACTOR OF U-397 NUMBER SIZE DOOR DOOR DOOR FRAME FRAME HARDWARE REMARKS LOCKS,AND OTHER OPERATING 0 p TYPE MIFINISH TYPE FINISH GROUPS DEVICES ON DOORS REQUIRED TO BE 3 "1 SIGN:THIS DOOR TO REMAINED UNLOCKED DURING ACCESSIBLE SHALL NOT REQUIRE W O 16'-0" 100A 3'-0"x 8'-0" 1 ALUM. FACTORY ALUM. FACTORY 01 TIGHT GRASPING,PINCHING,OR w 3'-0" EQ. EQ. EQ. EQ. BUSINESS HOURS" TWISTING OF THE WRIST TO OPERATE. C M 10013 V-0"x 8'-0" 1 ALUM. FACTORY ALUM. FACTORY 1 SIGN:"THIS DOOR TO REMAINED UNLOCKED DURING (IBC SECTION 1010.1.9.1) W CD 7 8 BUSINESS HOURS" O p 8.0 A8.0 ANY EXIT DOOR WITH A KEYED LOCK N 100C T-0"x8'-0" 1 ALUM. FACTORY ALUM. FACTORY 2 TO BE READILY DISTINGUISHABLE AS Q + w ❑❑ 101 3-0"x7'-0" 2 WOOD PAINT HOLLOW METAL PAINT 3 UNISEX SIGN PER ADA BEING LOCKED OR PROVIDE APANIC, — G BENT METAL TRIM 102A 10'-0"X10'-0" 3 ALUM./GLASS FACTORY HOLLOW METAL PAINT 4 EXHAUST PORT PUSH-PAD,OR LEVER THAT cq Q, TO MATCH WINDOW FRAMES 102B 10'-01X 19-91 3 ALUM./GLASS FACTORY HOLLOW METAL PAINT 4 EXHAUST PORT DEACTIVATES LOCK IN A SINGLE C ❑❑❑❑ 102C 10'-0"X14'-0" 3 ALUM./GLASS FACTORY HOLLOW METAL PAINT 4 EXHAUST PORT MOTION. SMALL THUMB LOCKS NOT In, Q d ALLOWED. a v 102D 10'-0"X W-Y' 3 ALUM./GLASS FACTORY HOLLOW METAL PAINT 4 EXHAUST PORT ai It 102E 10'-0"X 19-91 3 ALUM./GLASS FACTORY HOLLOW METAL PAINT 4 EXHAUST PORT ANY DOOR OTHER THAN MAIN EXIT ; ro 100A O 0 ❑❑❑ d -0"102E 10'-0"X10' 3 ALUM./GLOSS FACTORY HOLLOW METAL PAINT 4 EXHAUST PORT DOOR TO HAVE DOOR HARDWARE Q 102G T_0"x T_0" 4 HOLLOW METAL PAINT HOLLOW METAL PAINT 5 THAT UNLOCKS LOCK IN A SINGLE It\ 103 T-0"x7%0" 1 5 1 HOLLOW METAL PAINT I HOLLOW METAL PAINT 3 UNISEX SIGN PER ADA PROVIDE SIGN ON MAIN EXIT DOOR, a OT T OT d 104 3-0"x7'-0" 5 HOLLOW METAL PAINT HOLLOW METAL PAINT 6 "THIS DOOR TO REMAIN UNLOCKED a WHEN BUILDING IS OCCUPIED." 3 v 3 2 DOOR PER 8.0 8.0 INDICATES TEMPERED ca SCHEDULE SAFETY GLASS w HARDWARE SCHEDULE HARDWARE MANUFACTURER TO BE VON DUPRIN OR SCHLAGE/SARGENT N GROUP t GROUP2: GROUPS: GROUP4: GROUP5: GROUP6: WINDOW TYPE 1 PUSH-PULL PUSH-PULL PRIVACY LEVER PADLOCK-KEY TO DOOR LOCKS PANIC BAR OFFICE LEVER SET �1 LEVER SET HINGES HINGES DOOR MANUFACTURER COMPONENTS ENTRANCE LEVER SET CYLINDER WITH REMOVABLE CORE SCALE:1/4"=V-0" CYLINDER WITH REMOVABLE CORE CLOSER CLOSER CYLINDER WITH REMOVABLE CORE HINGES HINGES SOUND SEAL SOUND SEAL HINGES SOUND SEAL w = ", CLOSER WALL DOOR STOP CLOSER DOOR WALL STOP 4 WEATHERSTRIPPING WEATHERSTRIPPING U m �, 20'-0" DOOR SWEEP N - - DOOR SWEEP ADA THRESHOLD LL a a EQ. EQ. EQ. EQ. EQ. ADA THRESHOLD LU g 7 > DOOR TYPES CONSULTANT STAMP PER SCHED. 6 PER PER PER PER SC�H ,ED. SC„ HED. OO OO OO SCED SCED BENT METAL TRIM - 1 1 TO MATCH WINDOW FRAMES w / / ARCHITECTSTAMP ILL w J o LU T w w O O 0 w w LICENSED ARCHITECT 0 y w Q Q Q y 0 AR4659 2 w T O Of a Of 8.0 INDICATES TEMPERED o_ INDICATES TEMPERED o_ BLACK ANODIZED SAFETY GLASS SAFETY GLASS FACTORY FINISH 9/24 3 �— A8.0 EXHAUST PORT 4 ANA O A8.0 F I F NO WINDOW TYPE 1 TYPE1 TYPE TYPE TYPE TYPE5 ALUM.STOREFRONT SOLID-CORE WOOD ALUM./GLASS INSULATED HOLLOW METAL L SCALE:1/4"=1'-0" SECTIONAL BAY DOOR HOLLOW METAL (n J V-0" J EQ. EQ. 3W 1 1 PERIMETER SUPPORT LL 8 DO NOT ATTACH HEAVY DUTY T-BAR GRID SYSTEM O 80 RUNNER TO = CLOSURE ANGLE ''^^ PERIMETER vJ ATTACHMENT LL IS FORBIDDEN r w IU LU ❑ . A W 7Q \ PERIMETER z O m w O IS FORBIDDEN WALL ANGLE, TYP. 1�TACHMENT " CHANNEL = W ('') 100B 48" O.C. MAX. O � Q 00 ❑❑ CODE COMPLIANCE: SCISCAECTION N 13 .6. IBC 2506.21 & ASCE 7-05 7 SECTION 13.5.6. w O SEISMIC USE GROUP /CATEGORY: III /C QC LLI C6 J VALUE OF Sds/51 0.167g sus 0.33g /0.067g s�f 0.133g HANGER SPACING w G (n J Z) IMPORTANCE FACTOR: 1.5 48' C.C. MAX. (� Z J 2 3 INTERSECTION TEST STRENGTH: 60 LBS. TENSION W/ 5- OFFSET, 60 LBS. COMPRESSION Q O < Q A8.0 SPLAY WIRE BRACING (MAIN RUNNER): N.A. LJ J 8.0 DOORPER WALL ANGLE SIZE: 7/8" MIN. w Z SCHEDULE SUSPENDED ACOUSTICAL PANEL CLG. TYP. MAX SPACING (D Q J) I W 5/8" SHEETROCK BRAND GYPSUM PANELS, REVISIONS SCALE = N.T.S. REGULAR OR FOIL-BACK WINDOW TYPE 1 N0. REMARKS J SCALE:1/4" 1'-0" } 60 10" MAX. w U % ," MAX. 2 GA. PERIMETER SUPPORT WIRE SUSPENDED GYP. BD. CLG. TYP. a 4 SCALE = N.T.S. N a 1" MIN. CHECKED DANA SPACER BAR OR OTHER 1" MIN. COMPONENT TO KEEP DATE 7/29/2024 N N PERIMETER COMPONENTS CITY APPROVED PLANS w 8" MAX. FROM SPREADING OUT. e..u. f c.e...,.u.... DRAWN GEO PLANS MUST BE ON)OB SITE FOR ALL INSP—ONS JOB NO. 24014 L� SEISMIC DESIGN CAT. C SHEET NUMBER 1_ SCALE = N.T.S. Page 19 of 54 A6.0 9'-0" a'-1o" SHEET NOTES O 6'RUBBER TOP-SET BASE O C 5 5 O CONTRACTOR FURNISHED-CONTRACTOR INSTALLED UNISEX ACCESSIBLE RESTROOM SIGN G 4 4 O3 RIGID VINYL SHEET WALL PROTECTION 0 W 0 ®WALL DOOR STOP Y 00 O5 COAT HOOKS MOUNTED ON BACK OF DOOR AT 48"AND 60"A.F.F. INDICATES ACCESSIBLE CLEARANCES ©ELECTRICAL OUTLET PER ELECTRICAL DRAWINGS W 13 G INDICATES SOLID BACKING FOR GRAB BARS N �/ ©TYPICAL CORNER GUARD a + O - C \ RES'� 2 ROOM\II \I C — \ RESTROOM \ l 2 O9 PIPE AND DRAIN PROTECTION L M VI 101 \ o - Go 1 SIM. 1 0 j 1\ 41M.O2SIM. > �I\4O2 > / a 3 H � 'o —°+ ACCESSORY SCHEDULE m I � L� J SEE ACCESSORY MOUNTING HEIGHTS THIS SHEET rn L ALL ACCESSORIES TO BE CONTRACTOR FURNISHED AND INSTALLED U.N.O. Q OA ACCESSIBLE FLOOR-MOUNTED FLOOR-DISCHARGE WATER CLOSET PER MECHANICAL v m B F B F OB GRAB BAR-36":BOBRICK B-5906 X 36 m E Go K K E O GRAB BAR-42":BOBRICK B-5906 X 42 N CV GRAB BAR-18":BOBRICK B-5906 X 18 ACCESSIBLE WALL MOUNTED LAVATORY PER MECHANICAL OE FRAMED MIRROR-BOBRICK B-165 SERIES-24"X 36" Lu - ENLARGED TOILET PLAN -104 ENLARGED TOILET PLAN -101 O PAPER TOWEL DISPENSER:BOBRICK B26212 =o g OG SCALE:ill"=1'-0" SCALE:112"=1'-0" TOILET TISSUE DISPENSER:BOBRICK B-273 LL m Q a g g OH COAT HOOK-IVES 405-A92 COAT AND HAT HOOK,CAST ALUMINUM. Lu @ ., ONOT USED CONSULTANT STAMP OJ NOT USED OK SOAP DISPENSER:BOBRICK B-155 F =DUAL-HEIGHT NG FOUNTAIN PER MECHANICAL DRAWINGS PRON ON UPPER UNIT 6 3 E ARCHITECT STAMP E LICENSED ARCHITECT 4 / B C AR4659 3 C 9/24 3 D D DANA _ 7 STAT OIF O Q 3 0 0Lij c J co W J 06 c J 9 1 9 1 � Z K A B O J Z 1 TOILET ELEVATION -101 2 TOILET ELEVATION -101 3 TOILET ELEVATION -101 _ _ _ w o SCALE:1/2" 1'0" SCALE:ill" 1'-0" SCALE:1/2" 1'0" I U Q Z 0:� w Q I— YZ o J Z w >— Cp I— >¢> O C SCF-SCI C Z >c STAINLESS Q BARN TSB A 1 O (� S �__J C 7 3`0" i - 16T SPOUT 4 TOILET ELEVATION -101 w U)U- 36" 15" LOCATION C 6" O.N. N K, 42" 2" SIDE FONT - SCALE:112"=1'-0" L.L z Lu C VIEW VI W ftlJl w w B d U) z G 4 4 z z 4 4 REVISIONS "' N NO. REMARKS F.F. F.F. F.F. 10-14-24 PLAN 6"M "MIN. REVIEW COMMENTS n� A CF-CI C CF-CI 17" D CF-CI E CF-CI F G CF-0I H CF-CI N CF-0I w ACCESSIBLE STAINLESS WALL HUNG MIRROR CF-CI SURFACE-MOUNTED MIRROR K CF-CI SURFACE-MOUNTED FLOOR MOUNT STEEL GRAB MIN. LAVATORY W/S.S. SURFACE-MOUNTED TOILET TISSUE CENTERED ON BTATIONABY NGING M DUAL HEIGHT STATION DRINKING SANITARY NAPKIN WATER CLOSET BAR INSTALL INSTALL PER A.D.A. CHANNEL &SEMIRECPAPER ESSED DISPENSER DOOR FOUNTAIN DISPOSAL N PER A.D.A. WRAP PIPES WITH FRAME DISPENSER 6 CF-CI INSULATION L CF-CI CHECKED DANA O STAINLESS STEEL G CF-CI SOAP DISPENSER DATE 7/29/2024 N GRAB BAR TOILET TISSUE INSTALL PER A.D.A. DISPENSER DRAWN GEO IN PER A.D.A. JOB NO. 24014 CITY APPROVED PLANS SHEET NUMBER ACCESSORY/EQUIPMENT MOUNTING HEIGHTS °�° °� ��-°°°°tt A7.0 VlAN5MU IOB Page 20 of 54 INSPE INSVERION91E� SCALE:1l4"=1'-0" FOR ALL SHEET NOTES 1O RUBBER TOP-SET BASE O C 2O TYPICAL CORNER GUARD O3 PLASTIC LAMINATE COUNTERTOP W N O4 PLASTIC LAMINATE Y G1 O5 PLASTIC LAMINATE CABINET DOOR N ©ADJUSTABLE SHELVES O G O7 4'WIRE PULLS N Q + w O C. Ol N O N fA y a) C 4 4 Q D] N N N LINE OF AWNING ABOVE TOE KICK Lu =o Ai MILLWORK ELEVATION MILLWORK ELEVATION �� - 1 SCALE:112"=1'-0" � SCALE:ill"=1'-0" > CONSULTANT STAMP �A1 10 RESTROOM 101 ARCHITECT STAMP LICENSED ARCHITECT AR4659 9/24 O "_ DANA UFF STAT OFI HO LOBBY CV Flool J J 4 < C/) LL Z 4 7 O _ 2 Z O O s 3 U) 5 z7 W 2 U ui B Z II ui 4 Y Z O 2O z M _ � Z o W 5Q w- Cn ` C/)J z O 1 TOE KICK O LINE OF PRIVACY Q O W D LL PANELBELOW s" LNn z J V-0. Q r H W 3 MILLWORK ELEVATION MILLWORK ELEVATION REVISIONS NO. REMARKS SCALE:1/2"=V-0 c" SCALE:ill"=1'-0" W MILLWORK PLAN - 04 SCALE:1/2"=V-0" NORTH CHECKED DANA O DATE 7/29/2024 N DRAWN GEO N CITV APPROVED PLANS JOB NO. 24014 "wM<oa.<omplmnn VLANS MUST BE ON JOB SITE SHEET NUMBER FOR ALL INSPECTIONS Page 21 of 54 A7.1 Q 2X6 STUD WALL PER STRUCTURAL W Ic X 3-COAT CEMENT-PLASTER OVER MOISTURE/AIR BARRIER 5/8"GYP.BD. ANODIZED ALUMINUM, OVER STRUCTURAL SHEATHING STOREFRONT 0 7 0 ANODIZED ALUMINUM, td G R-21 BATT INSULATION AND 01 VAPOR BARRIER STOREFRONT OD PRE-FINISHED METAL C M WEEP SCREED COMPRESSION JOINT 2X6 P.T.BTM PLATE WITH SILL SEAL CONCRETE SLAB ON GRADE ACCESSIBLE ALUMINUM THRESHOLD W DO ,1 AND ANCHOR BOLT PER STRUCTURAL PER STRUCTURAL COMPRESSION JOINT SET IN ADHESIVE SEALANT N COMPRESSION JOINT RADIUS EDGE CONCRETE WALKWAY PER CIVIL CONCRETE WALKWAY CONCRETE SLAB ON GRADE Q + to CONCRETE WALKWAY PER CIVIL PER STRUCTURAL O PER CIVIL E" Ol CONCRETE SLAB ON GRADE PER STRUCTURAL C II t m R-10 RIGID INSULATION W 7 m° R-10 RIGID INSULATION Iu CONCRETE STEM WALL PER STRUCTURAL °) R-10 RIGID INSULATION a CONCRETE STEM WALL m PER STRUCTURAL 3 CONCRETE STEM WALL -o PER STRUCTURAL m Q D] ALUM. STOREFRONT WDW. ALUM. STOREFRONT DOOR N STUCCO TO FOUNDATION OTO FOUNDATION PTO FOUNDATION L SCALE:1-1/2"=V-0" J SCALE:1-112"=1'-0" w 2 - s STRUCTURAL SHEATHING - w .g g ANODIZED ALUMINUM CONSULTANT STAMP MOISTURE/AIR BARRIER BREAK METAL OVER INSULATED HOLLOW SELF-SEALING ADHERED MEMBRANE OVER METAL DOOR HEADER PER STRUCTURAL WOOD BACKING 8" ACCESSIBLE ALUMINUM THRESHOLD COMPRESSION JOINT SET IN ADHESIVE SEALANT 518"GYP BD. CONCRETE WALKWAY CONCRETE SLAB ON GRADE 3-COAT EXTERIOR STUCCO PER CIVIL PER STRUCTURAL STUCCO'J'TRIM = ARCHITECT STAMP LICENSED GALV.MTL.'Z'FLASHING W/DRIP ARCHITECT EDGE STEEL COLUMN PER AR4659 STRUCTURAL R-10 RIGID INSULATION ANODIZED ALUMINUM BREAK g/Zq METAL OVER MOISTURE/AIR = BARRIER DANA UFF CONCRETE STEM WALL SEAT OF I NO ANODIZED ALUMINUM PER STRUCTURAL STOREFRONT INSULATED HOLLOW METAL HOLLOW METAL DOOR DOOR AND FRAME PER ALUM. STOREFRONT co DOOR SCHEDULE J TO FOUNDATION �j H.M. DOOR HEAD/JAMB SIM. WINDOW CORNER Q 4 SCALE:1-1/2"=1'-0" SCALE:3"=1'-0" SCALE:1-1/2"=l'-0" LL 0 z =^^ vJ ~ U STRUCTURAL SHEATHING z w Q Yz o MOISTURE/AIR BARRIER z w C113 CC ><00 R-21 BATT INSULATION AND R-21 BATT INSULATION AND G z >o 3-COAT CEMENT-PLASTER VAPOR BARRIER PRE-FINISHED METAL SIDING VAPOR BARRIER HEADER PER STRUCTURAL - OVER MOISTURE/AIR BARRIER OVER MOISTURE/AIR BARRIER w Lu J OVER STRUCTURAL SHEATHING { OVER STRUCTURAL SHEATHING FLAT METAL PANEL 518"GYP BD. (n 5 L Z J U) 5l8"GYP.BD. 5l8"GYP.BD. J OVER SOLID BACKING Z`� QOU)LL Q WN/ z .I PANEL TRIM L.L LN— q HEADER PER I HEADER PER � �� w STUCCO'J'TRIM 1 STRUCTURAL PRE-FINISHED METAL TRIM STRUCTURAL Q r 1 GALV.MTL.'Z'FLASHING W/DRIP EDGE REVISIONS VERTICAL TRACK ASSEMBLY NO. REMARKS EA.SIDE 2 PRE-FINISHED GALV.2' PRE-FINISHED GALV.'Z' Of --FF O ALUM.STOREFRONT FLASHING WITH DRIP EDGE FLASHING WITH DRIP EDGE w ALUM.ST WINDOW PEERR SCHEDULE T CHEDULE WINDOW PER SCHEDULE SECTIONAL DOOR PER � SCHEDULE N CHECKED DANA CD INSULATED HOLLOW METAL DATE 7/29/2024 N FRAME Q� DRAWN GEO N JOB NO. 24014 ALUM. STOREFRONT ALUM. STOREFRONT CITY APPROVED PLANS ti x"".."e�",cVED �^^^ SHEET NUMBER n WDW. HEAD @ STUCCO n WDW. HEAD @ MTL. SIDING n BAY DOOR HEAD/JAMB SIM. °ANSMU5T 6F°"'09 SRF FOP ALLINS°ERIONS n O"0 1 SCALE:1-1/2"=1'-0" U SCALE:1-1/2"=V-0" `7 SCALE:3"=1'-0" f 54 „v TQSTUCCO OVER PRE-FINISHED MTL. O MOISTURE/AIR BARRIER CAP FLASHING WITH R-21 BATT INSULATION WITH STUCCO OR METAL SIDING OVER Q W STUCCO WEEP SCREED VAPOR BARRIER AT X DRIP EDGE MOISTURE-AIR BARRIER OVER PRE-FINISHED MTL. I" BEVELED NAILER INTERIOR SIDE STRUCTURAL SHEATHING DCAP RIP EDGE FLASHING WITH PRE-FINISHED METAL FLASHING DRIP EDGE CLEAT O W 0 WOOD STUCCO STOP BEVELED NAILER Y m SINGLE-PLY TPO ROOFING OVER PROTECTION SINGLE-PLY A ROOFING OVER PROTECTION00 PRESSURE-TREATED BOARD OVER AMINIMUM OF R-30 RIGID BOARD OVER AMINIMUM OF R-30 RIGID C INSULATION OVER VAPOR BARRIER OVER STUCCO'J'TRIM OR METAL TRIM WOOD STUCCO STOP INSULATION OVER VAPOR BARRIER OVER W 0 DRIP EDGE CLEAT PLY.IOSB SHEATHING OVER PRE-ENGINEERED DRIP EDGE CLEAT PLY.IOSB SHEATHING OVER PRE-ENGINEERED TRUSSES fV TRUSSES 1'-0" SLOPE 114" Q + 5/8"GYP.BD. PRE-FINISHED FLAT METAL O cl STUCCO OR METAL SIDING STUCCO OR METAL SIDING DRIP EDGE WITH CLEAT c' 0 OVER MOISTURE-AIR OVER MOISTURE-AIR STUCCO OR METAL SIDINGOVER MOISTURE HEADER PER -AIR BARRIER BARRIER OVER STUCCO OVER BARRIER OVER STRUCTURAL v a STRUCTURAL SHEATHING MOISTURE/AIR BARRIER STRUCTURAL SHEATHING SHEATHING to ai N - O � m R-21 BATT INSULATION WITH PLYWOOD SHEATHING d VAPOR BARRIER AT C 2X6 STUD WALL INTERIOR SIDE a) "JIF Q ALUM.STOREFRONT PRE-FINISHED FLAT METAL T m WINDOW PER SCHEDULE 3 WOOD LEDGER PER v WOOD LEDGER PER STRUCTURAL m STRUCTURAL BACKER-ROD AND SEALANT Q m 5/8'GYP.BD. 5/8'GYP.BD. M CV CV n PARAPET ROOF TO PARAPET ROOF PARAPET METAL EYEBROW Lu '} — s 3-COAT CEMENT-PLASTER j ' g @ LL OVER MOISTURE/AIR BARRIER OVER STRUCTURAL SHEATHING CONSULTANT STAMP 1'-0" STUCCO TRIM BACKER-ROD AND SEALANT 5/8'GYP.BD. ARCHITECT STAMP LICENSED ARCHITECT PRE-FINISHED FLAT METAL AR4659 OVER MOISTURE-AIR BARRIER BACKER-ROD AND SEALANT 9/24 ALUM.STOREFRONT WINDOW (— JAMB STAT OFI HO 5 - d POP-OUT cl) SCALE:1-1/2"=1'-0" J Z = co H W IU Z W Q YZ o W °"' O In Q 00 � Z o WQw U) 2i z- cn Q J_ Q OLLJ (n LL Q z Un w W UQ r� o Lu REVISIONS NO. REMARKS Of Of W N CHECKED DANA O DATE 7/29/2024 N CITY APPROVED PLANS DRAWN GEO N v=.;=.=e1•mec romere„` JOB NO. 24014 PLANS MUST I E ON 108 SITE FOR AL INSPECTIONS SHEET NUMBER Page 23 of 54 A8.1 PRE-FINISHED CAP EO W FLASHING C G 3 m a Y m W °D mTFRW1 C cl PADLOCK HASP W 0 PRE-FINISHED VERTICAL 4"SQ.TUBE STEEL SUPPORT SEAM LATCH W METAL SIDING WITH PAINT FINISH PULL HANDLE Q + O a M PULL OTOPEEN ARNE t N W y 7 m° ID C 0 77 Q V u°nia ce T 3 pNp Z S G UL U LO WOOD,CONCRETE,OTHER babcodcdaviS mLF, 0 w a 111FRIAL FOR NOONTING MY OTHERS MID wren U 0~o Cco V wmn"A msmP"u me r A N A Lu B B s vLu N CONSULTANT STAMP ° A SECTION A-A 6 x 7"MIN MODEL 560 lr.A�,;E 47� FIXED WALL LADDERKING SECTION B-B ° ARCHITECT STAMP MECHANICAL SCREEN ©`''LL", � "� LICENSED m'I„s °. ARCHITECT 1 ate""v enN id wul s.aaoe 0� AR-1659 SCALE.1-1/2"=1'0" MVm'"':"emu'[".' I"tea. m�renw �j_b_&d.Al TREE' ouvx PRE-FINISHED METAL SIDING "o m „,,, zn` " OVER MOISTURE AIR BARRIER Nma.a„.„XR O1„.w<N„o„Q. Now Pn,uw umm° x IE% amo rol�n,°om 9/24 OVER STRUCTURAL SHEATHING '"'®'" "`n NRTnscvxcsn uP°' A PRE-FINISHED'Z'MTL. STAT OF IF NO FLASHING WITH DRIP EDGE --- NOTE:ROOF ACCESS HATCH IS BASIS OF DESIGN. APPROVED EQUALIVALENT LADDERS SYSTEMS ARE ACCEPABLE 3/4"X 6"POWDER-COATED PLATE WITH THRU-BOLTS (n OVER SELF-ADHERED _ WATERPROOF MEMBRANE 4X6 SOLID BLOCKING J WITH A34 CLIP TOP AND J BOTTOM TO(2)STUDS Q EA.SIDE OF BLOCKING LL D_ 1"6 THREADED ROD � z O @ EA.2X6 STEEL TUBE 2 ROOF ACCESS LADDER & HATCH v J (2)-POWDER-COATED N.T.S. w PRE-FINISHED T MTL. 5/8"DIA.THRU BOLTS ~ FLASHING WITH DRIP EDGE I U Z ui Q POWDER-COATED'B'DECK. YZ o SLOPE 1/2" HEADER PER Z Lu m STRUCTURAL O I— Q 00 (2)-POWDER-COATED 2EZ �o 0 5/8'.DIA.THRU BOLTS @ w CQC W(n 12"O.C. V) G Z J Q J _ WOOD SPACER @ 16"O.C. w O (n LL Q AS NECESSARY N Z 2"X 6"POWDER-COATED TO COVER BOLTS L.L Lf) ui STEEL TUBE FRAME WITH �/ Q �� w THRU-BOLTS THRU HEADER REVISIONS POWDER-COATED STEEL ALUM.STOREFRONT WINDOW N0. REMARKS ANGLE WELDED TO TUBE FRAME PER SCHEDULE LLI POWDER-COATED'U'SHAPED STEEL TRIM WITH DRAIN HOLE N SELF-ADHERING WATERPROOF CHECKED DANA O MEMBRANE DATE 7/29/2024 N DRAWN GEO N CITY APPROVEDPLANS JOB NO. 24014 AWNING .�p. ti 3 PLANS MUST BE ON lOB SITE SHEET NUMBER FOR All INSPECTIONS AH.2 Page 24 of 54 ELECTRICAL LEGEND (LEGEND IS GENERAL IN NATURE.NOT ALL OF THE SYMBOLS SHOWN ARE USED IN THIS PROJECT) MOUNTING HEIGHTS DETAIL ABBREVIATIONS & DESCRIPTIONS 0 c0 POWER LIGHTING(SEE LUMINAIRE SCHEDULE FOR EXACT REQUIREMENTS) CIRCUITING SYMBOLS FIRE ALARM A AMPERES KW KILOWATT DUPLEX AFCI OUTLET. +18"AFF UNO. I I AC FORVREQUR D HEIGE COUNTER; HT. TO ARCHITECTURAL ELEVATIONS �WH MAGNETIC CONTACTOR COIL KILOWATT HOUR O SINGLE FACE EXIT SIGN.CEILING MOUNTED. CMgRKDUIT ED WITHSTUBBED, PULL CORD. AND 4 PULLSTATION.+48"AFF. AFF ABOVE FINISHED FLOOR MB MAIN BREAKER 1p 00 DUPLEX AFCI OUTLET. ABOVE COUNTER. DOUBLE FACE EXIT SIGN.CEILING MOUNTED. AEG ABOVE FINISHED GRADE MCC MOTOR CONTROL CENTER (III SIMPLEX OUTLET.+18'AFF UNO. CONDUIT UP. F FIRE ALARM HORN.+80"AFF UNO. AF AMPERE FRAME MLO MAIN LUGS ONLY W W AFCI ARC FAULT CIRCUIT INTERRUPT MS MOTOR STARTER DUPLEX OUTLET.+18°AFF UNO. SINGLE FACE EXIT SIGN.WALL MOUNTED. CONDUIT DOWN. 15 FIRE ALARM STROBE.+80"AFF TO BOTTOM OF AHF ACTIVE HARMONIC FILTER MTS MANUAL TRANSFER SWITCH C W DUPLEX OUTLET.MOUNTED ABOVE COUNTER UNO. -►X-# HOMERUN.PANEL AND CIRCUIT AS '�' DEVICE,UNO.STROBE INTENSITY INDICATED. AHJ AUTHORITY HAVING JURISDICTION MH MANHOLE CD QQ DOUBLE FACE EXIT SIGN.WALL MOUNTED. INDICATED. AT AMP TRIP MW MICROWAVE 0 N DUPLEX OUTLET.+18"AFF UNO WITH GROUND Y 15 FIRE ALARM HORN/STROBE.+80°AFF TO BOTTOM ATS AUTOMATIC TRANSFER SWITCH N NEUTRAL FAULT INTERRUPTION PROTECTION. SINGLE FACE COMBO EXIT SIGN/EMERGENCY CIRCUIT CONCEALED IN CEILING OR Y OF DEVICE,UNO.STROBE INTENSITY INDICATED. AWG AMERICAN WIRE GAUGE NC NORMALLY CLOSED Q + �p DUPLEX OUTLET.MOUNTED ABOVE COUNTER UNO LUMINAIRE.WALL MOUNTED. WALL. 3/4"-2#12,1#12G UNO. BW BLANKET WARMER NCL NON CRITICAL LOAD O WITH GROUND FAULT INTERRUPTION PROTECTION. C CONDUIT NEC NATIONAL ELECTRICAL CODE n ,I{ y ARROW INDICATES DIRECTION TO BE SHOWN ON --- CIRCUIT CONCEALED IN FLOOR OR F FlRE ALARM BELL.+80"AFF LINO. CB CIRCUIT BREAKER NIC NOT IN CONTRACT Q O `X SWITCHED DUPLEX OUTLET.+18"AFF UNO. .� Gp SIGN. UNDERGROUND.3/4°-2#12,1#12G � CC CRASH CART NO NORMALLY OPEN p DUPLEX OUTLET WITH INTEGRATED USB UNO. VDV DUAL FIRE ALARM HORN.+80"AFF UNO. CKT CIRCUIT NTS NOT TO SCALE t co CHARGING OUTLETS.+18"AFF LINO. LIGHT FIXTURE-EMERGENCY. I� F F CL CRITICAL LOAD OL OVERLOAD a v DUPLEX ISOLATED GROUND OUTLET.+18"AFF UNO. GROUNDING 15 FIRE ALARM STROBE.CEILING MOUNTED. CM CEILING MOUNTED OS OCCUPANCY SENSOR E DUPLEX ISOLATED GROUND OUTLET.MOUNTED LIGHT FIXTURE. CONDUCTOR i`Yl STROBE INTENSITY INDICATED. CO CONDUIT ONLY,PROVIDE PULL-UNE OFCI OWNER FURNISHED CONTRACTOR INSTALLED W a SIZE D MECHANICAL DUCT-MOUNTED DEVICE P PHOTO W p ABOVE COUNTER LINO. X"-X#X,X#XG 15 FIRE ALARM HORN STROBE.CEILING MOUNTED. DC DIRECT CURRENT PC PHOTOCELL m u LIGHT FIXTURE. F �t DUPLEX 20A OUTLET.+18°AFF LINO. � �� STROBE INTENSITY INDICATED. DEf DETAIL PVC POLYVINYL CHLORIDE 0 RACEWAY SIZE CONDUCTOR SIZE E EMERGENCY/CRITICAL CARE RCPT RECEPTACLE m �y DUPLEX 20A OUTLET.MOUNTED ABOVE COUNTER UNO. LIGHT FIXTURE. FIRE ALARM CHIME/STROBE.+80"AFF TO BOTTOM �I�I t�i/ CONDUCTOR QUANTITY C OF DEVICE,UNO.STROBE INTENSITY INDICATED. PANEL (E) EXISTING (R) RELOCATED c SINGLE 20A OUTLET.+18°AFF LINO. EF EXHAUST FAN (RE) REPLACED �a a SUSPENDED LIGHT FIXTURE. FIRE ALARM CHIME/STROBE.CEILING MOUNTED. EL EMERGENCY LIGHT REF REFRIGERATOR Q g FOURPLEX OUTLET.+18'AFF UNO. C STROBE INTENSITY INDICATED. N S/IQF 90" EWC ELECTRIC WATER COOLER RVSS REDUCED VOLTAGE SOFT START cc 5 g C=4-= WALL MOUNTED FIXTURE. ONELINE 78" EWH ELECTRIC WATER HEATER SER SERVICE ENTRANCE RATED SD SMOKE DETECTOR.CEILING MOUNTED UNO. F FUSE SPST SINGLE POLE SINGLE THROW FOURPLEX OUTLET.MOUNTED ABOVE COUNTER UNO. FACP FIRE ALARM TC TIME CLOCK a Q SPECIALTY WALL FIXTURE. HD HEAT DETECTOR.CEILING MOUNTED UNO. 56• NNR FULL OLTAGEONONO L PANEL REVERSING TOR TIME DELAY RELAY m FOURPLEX ISOLATED GROUND OUTLET.+18"AFF LINO. I--I BRANCH ADDRESSABLE SMOKE DETECTOR.CEILING 7 G/GND GROUND TJB TERMINAL JUNCTION BOX co MOUNTED UNO.FOURPLEX ISOLATED GROUND OUTLET.MOUNTED 4 WALL PACK FIXTURE. PAN0. BRANCH PANEL SD 46" GFI GROUND FAULT INTERRUPTION TSP TWISTED SHIELDED PAIR co a�w I®IIC b GFP GROUND FAULT PROTECTION TTB TELEPHONE TERMINAL BOARD N ABOVE COUNTER LINO.FOURPLEX CONVENIENCE OUTLET,+18"AFF LINO. UNDERCABINET MOUNTED FIXTURE. HD ADDRESSABLE HEAT DETECTOR.CEILING H HEAT TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER N (1)RECEPTACLE IS TO BE CONTROLLED BY A LOCAL I vv�v• TRACKLIGHT. MOUNTED UNO. 18" HH HANDHOLE TYP TYPICAL OCCUPANCY SENSOR.THE CONTROLLED RECEPTACLE SD HVAC DUCT SMOKE DETECTOR. HID HIGH INTENSITY DISCHARGE UH UNIT HEATER . SHALL BE GRAY IN COLOR.THE OTHER RECEPTACLE O PENDANT LIGHT FIXTURE. A HP HOUSE PHONE UPS UNINTERRUPTIBLE POWER SUPPLY CIRCUIT BREAKER SIZE AND TYPE AS FINISH FLOOR HOA HAND OFF AUTO UNO UNLESS NOTED OTHERWISE SHALL BE UNCONTROLLED(UNSWITCHED)AND WHITE SPECIFIED. EOL END OF LINE RESISTOR. HVAC HEATING,VENTILATING,&AIR CONDITIONING V VOLT IN COLOR. ROUND DECORATIVE LIGHT FIXTURE.SURFACE I IONIZATION VA VOLT AMPERE MOUNT CIRCUIT BREAKER.FRAME SIZE(AF) O FLOW SWITCH. <D = m gp SPECIAL PURPOSE OUTLET.VERIFY SIZE AND TYPE 30AF AND TRIP PLUG RATING AT ID IN-DUCT VFD VARIABLE FREQUENCY DRIVE W i Y WITH EQUIPMENT SUPPLIER. 30AT / ( ),3 POLE, Q TAMPER SWITCH. IC INTERRUPTING CAPACITY WG PROVIDE PROTECTIVE WIRE GUARD O RECESSED LIGHT FIXTURE. LINO. IG ISOLATED GROUND WP WEATHER PROOF/NEMA 3R ® CONNECTION POINT TO EQUIPMENT SPECIFIED, ® PRESSURE SWITCH. INT INTERCOM XFMR TRANSFORMER FURNISHED AND INSTALLED UNDER OTHER SECTIONS. C RECESSED WALL WASH LIGHT FIXTURE. 15A FUSE.SIZE AND TYPE AS SPECIFIED, J/JB JUNCTION BOX LL m yY ° ELECTRICAL CONTRACTOR TO SUPPLY RACEWAY, PN POST INDICATOR VALVE. CONDUCTORS AND MAKE FINAL CONNECTION TO ® PORCELAIN LAMP HOLDER. PROVIDE FUSE FOR EACH POLE,3 F ff w EQUIPMENT UNDER THIS SECTION,UNO. POLE,UNO. FD_Hj ELECTROMAGNETIC DOOR HOLDER. SHEET INDEX DUPLEX OUTLET.FLUSH,FLOOR MOUNTED. Q WALL MOUNTED PORCELAIN LAMP HOLDER. 1 30A INTERRUPTER SWITCH.SIZE AS DM FIRE/SMOKE DAMPER. EOA ELECTRICAL COVER SHEET E2.1L UGHDNG PLAN-MAIN LEVEL INDICATED,3 POLE,UNO. ED.1 ELECTRICAL SPECIFICATIONS E2.2 POWER PLAN-ROOF CONSULTANT STAMP DUPLEX SWITCHED OUTLET.FLUSH,FLOOR MOUNTED. O�KD CEILING FAN. f F• LED INDICATOR LIGHT. EO.2 ELECTRICAL'AL ENERGY COMPLIANCE FORMS E3.0 ONE LINE DIAGRAM&SCHEDULES DUPLEX ISOLATED GROUND OUTLET.FLUSH,FLOOR �./f IF T LED INDICATOR LIGHT WITH TEST SWITCH. E2.OP POWER PLAN SITE BASEMENT PLAN E4.0 ELECTRICAL DETAILS fag\ONAL ® //71,lECD CEILING FAN WITH LIGHT KIT. • FUSED SWITCH.SWITCH SIZE(AS)& E2.OL UGHDNG PLAN-BASEMENT ® MOUNTED. E2.1P POWER PLAN-MAIN LEVEL d A FOURPLEX OUTLET.FLUSH,FLOOR MOUNTED. �30AS FUSE SIZE(AF)AS INDICATED,3 POLE, 1 1 � 2276 SPECIAL PURPOSE OUTLET.FLUSH,FLOOR MOUNTED. '� POLE LIGHT 1 HEAD ROUND WITH POLE. 30AF UNO. WM o.p PALE LIGHT 2 HEAD RQDND wITH PALE. GENERAL ELECTRICAL NOTES oP WIREMOLD OUTLET. (RE:ALL ELECTRICAL SHEETS) AB V1 �-❑ POLE LIGHT 1 HEAD SQUARE WITH POLE. DRAW OUT CIRCUIT BREAKER FRAME MOTOR CONNECTION.RE:MECHANCIAL EQUIPMENT � (AF)SIZE AND TRIP PLUG RATING(AT), 1. ALL ELECTRICAL EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 19. COORDINATE NEMA CONNECTION TYPE REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH IN 08/20/2024 SCHEDULE ❑-O POLE LIGHT 2 HEAD SQUARE WITH POLE. 3 POLE,LINO. NATIONAL ELECTRICAL CODE,INTERNATIONAL FIRE CODE,AND ALL OTHER STATE AND LOCAL ON EQUIPMENT. POWERPOLE-DUAL CHANNEL. CODES. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER IN WRITING IF PORTIONS OF THE ARCHITECTSTAMP DESIGN SET OR FIELD CONDITIONS DO NOT MEET REQUIRED CODES. 20. NUMBER ADJACENT TO HOME RUN INDICATES POLE POSITION WITHIN PANEL TO WHICH DEVICES PAD MOUNT TRANSFORMER. 'bEY EMERGENCY EGRESS LIGHT.WALL MOUNTED. INDIVIDUAL BREAKER FRAME(AF)SIZE SHALL BE CIRCUITED. AND TRIP PLUG RATING(AT),NEMA 1 2. PROVIDE FIRESTOPPING FOR ALL FLOOR,CEILING AND FIREWALL PENETRATIONS FROM ELECTRICAL UNO,3 POLE UNO. FIXTURE,DEVICE,RACEWAY,AND CABLE PENETRATIONS. SEE ARCHITECTURAL DRAWINGS FOR 21. THE ELECTRICAL DESIGN WAS DEVELOPED BASED ON CRITERIA SET OF DRAWINGS AND DOES NOT COMMUNICATIONSIT] FIREWALL ASSEMBLY LOCATIONS. HAVE ALL SPECIFIC ELECTRICAL EQUIPMENT INFORMATION.COORDINATE FINAL EQUIPMENT D�P REQUIREMENTS WITH THE EQUIPMENT SUPPUER PRIOR TO ROUGH IN AND FINAL CONNECTIONS. TELEPHONE/DATA OUTLET,+18°AFF LINO, O METER. 3. FIRE ALARM SYSTEM IS DESIGN BUILD BY ELECTRICAL CONTRACTOR AND SHALL BE INSTALLED IN TYPE BOX WITH SINGLE GANG ACCORDANCE WITH NFPA 72 AND ALL OTHER STATE AND LOCAL CODES.PROVIDE AND INSTALL 22. ALL RECEPTACLES IN THE SERVICE BAY AND BASEMENT MUST BE GFI PER NEC REQUIREMENTS. FOUR-SQUARE DEEP CONDUIT AND CONDUCTORS FOR ALL FIRE ALARM DEVICES REQUIRED BY LOCAL AUTHORITY MUDRING. PROVIDE T CONDUIT IT ABOVE ACCESSIBLE CEILING LINO. PROVIDE AND INSTALL O AMMETER. HAVING JURISDICTION,INCLUDING BUT NOT LIMITED TO HVAC SHUTDOWN,FIRE ALARM CONTROL PANEL,INITIONG AND UNCIATING CIRCUITS.FIELD INSPECTION IS REQUIRED TO VERIFY THIS QUANTITY OF DATA(D)AND PHONE CABLES(P) O VOLTMETER. INFORMATION PRIOR TO BID. INDICATED TO TERMINATE IN PATCH PANEL AND TEST. SWRCHES ❑K KIRK KEY LOCK. 5. PROVIDE AND INSTALL 1'CONDUIT TO ACCESSIBLE LOCATION,UNLESS NOTED OTHERWISE FOR DATA OUTLET,+1 N AFF LINO,FOUR-SQUARE DEEP o SWITCH.TYPE AS INDICATED.+46"AFF,UNO. SECURITY,DATA,TELEPHONE AND TELEVISION DEVICES. CABLING INDICATED TO BE INSTALLED 1°CONDUIT TYPE BOX WITH S ABOVE ACCESSIBLE SINGLE C CEILING LINO.MUDRING. PROVIDE 3 3-WAY 2 DOUBLE POLE GFP GROUND FAULT PROTECTION. FROM DEVICE TO SOURCE EQUIPMENT. CABLING SHALL BE CATE. PROVIDE AND INSTALL QUANTITY OF DATA(D) 4 4-WAY SPED SURGE PROTECTION DEVICE. 6. EMERGENCY LIGHTING SYMBOLS ARE SHADED ON THE LIGHTING PLANS.EMERGENCY SOURCE INDICATED TO TERMINATE IN PATCH PANEL AND D DIMMER SHALL BE BATTERY BACKED BALLAST WITH MINIMUM 1400 LUMEN OUTPUT FOR A 90 MINUTE J TEST. HP HORSEPOWER RATED F�lARC FLASH MITIGATION. PERIOD,UNLESS NOTED OTHERWISE.PROVIDE UNSWITCHED CONDUCTORS FOR CHARGING CIRCUIT J $ DATA OUTLET,FOUR-SQUARE DEEP TYPE BOX WITH K KEYED AS REQUIRED. L SINGLE GANG MUDRING.LOCATED ABOVE COUNTER LV LOW VOLTAGE ED VARIABLE FREQUENCY DRIVE. 7. DESIGN OF ELECTRICAL REQUIREMENTS,FOR MECHANICAL EQUIPMENT,IS BASED ON MECHANICAL r LINO. M MOMENTARY CONTACT w MM MANUAL MOTOR STARTER TVSS TRANSIENT VOLTAGE SURGE SUPRESSION. EQUIPMENT SPECIFIED.MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL ❑v TELEPHONE OUTLET.FLUSH,FLOOR MOUNTED. OS OCCUPANCY SENSOR CONTRACTOR IF EQUIPMENT PURCHASED IS DIFFERENT FROM THAT SPECIFIED STILL MEETS z ui P PILOT LIGHT � SHUNT TRIP COIL. DESIGN INTENT,INCLUDING BUT NOT UMITED TO OVERCURRENT PROTECTION,LOCAL TELEPHONE/DATA OUTLET.FLUSH,FLOOR MOUNTED. T TIMER DISCONNECTING MEANS,WIRE SIZING AND DESIGN COSTS. DATA OUTLET.FLUSH,FLOOR MOUNTED. TO THERMAL OVERLOAD KILOWATT HOUR METER. >H V VOLUME CONTROL 8. PROVIDE PATCH PANEL FOR ALL DATA/TELEPHONE TERMINATIONS. TEST PER CURRENT CAT6 TELEVISION OUTLET,SINGLE-GANG BOX WITH MUDRING. VS VACANCY SENSOR KVAR KILOVAR DEMAND METER. REQUIREMENTS AND PROVIDE TEST REPORT TO ENGINEER. a SUPERSCRIPT IN +18°AFF LINO. DICATES LIGHTS TO BE T SWITCHED TOGETHER TEST BLOCK. 9. SCALE IS FOR 24"x36"SHEETS. WHEN PRINTED 11"x17"DRAWINGS ARE NOT TO SCALE. ui® TELEVISION OUTLET,SINGLE-GANG BOX WITH MUDRING. S� MULTI-LEVEL SWITCHING,TO MEET LIGHT > CEILING MOUNTED. REDUCTION LEVELS PER ENERGY CODE AS 10. SEE ONE UNE DIAGRAM ON SHEET E3.0 FOR CONDUIT AND CONDUCTORS. ui SHOWN. PROVIDE ADDITIONAL OR STEP- OVERHEAD SERVICE DROP. DIMMING BALLASTS WHERE REQUIRED. 11. DEVICES NOTED AS[-]INDICATES QUANTITY OF CABLES AT LOCATIONS. ITEMS NOT NOTED ARE Y � U MISCELLANEOUS OCCUPANCY SENSOR WITH PHOTO CELL.CEIUNG ��=�I GENERATOR SET.MAIN BREAKER SIZE ASSUMED TO BE THREE CABLES. L QJ JUNCTION BOX. ® MOUNTED. L� INDICATED. O 00 J 12. ALL EMERGENCY EXIT LIGHTING IS TO BE POWERED NA NON-SWITCHED LEG OF LIGHTING JUNCTION BOX,WALL MOUNTED. ® OCCUPANCY SENSOR.CEILING MOUNTED. I CIRCUIT. /� {� TRANSFER SWITCH. X THERMOSTAT.+56"AFF UNO.UNIT CONTROLLED PHOTOCELL.WALL MOUNTED. GUTTER. 13. REFER TO SHEET E3.0 FOR PANEL AND LUMINAIRE SCHEDULES. W Cn INDICATED. ]c SURFACE MOUNTED PANELBOARD/ENCLOSURE.SEE O PHOTOCELL.CEILING MOUNTED. 14. COORDINATE WITH ARCHITECTURAL REFLECTED CEILINGPLAN(RCP)FOR COILING TYPES. rr^^U) METER AND BASE. Ld- J SCHEDULE FOR TYPE. TIMECLOCK.WALL MOUNTED. V T 15. CONTRACTOR SHALL COORDINATE ELECTRICAL SYSTEMS INSTALLATION TO AVOID INTERFERENCE Q LLLL !, i FLUSH MOUNTED PANELBOARD/ENCLOSURE.SEE NEUTRAL NEUTRAL. WITH DUCTWORK/PIPING AND OTHER TRADES. CONTRACTOR SHALL COORDINATE PLACEMENT OF uiSCHEDULE FOR TYPE. ICI SINGLE BUTTON,WALL MOUNTED PUSHBUTTON. FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLAN. LOCATION OF FIXTURES SHALL �/ Z ui® �' MOUNT AT SWITCH HEIGHT UNO. �^-u� TRANSFORMER GOVERN WHEN CONFLICTS WITH SUPPLY/EXHAUST DIFFUSERS OCCUR. LJ_ J MECHANICAL EQUIPMENT SYMBOL(RE:MECHANICAL I� DRAWINGS FOR EXACT LOCATION OF UNITS). oco THREE BUTTON,WALL MOUNTED PUSHBUTTON. i 16. ALL FIXTURES WITHIN A GIVEN ROOM/AREA ARE THE SAME TYPE AS THE SINGLE FIXTURE CALLED 0 ui INDICATES FIXTURE TYPE. REFER TO LUMINARE MOUNT AT SWITCH HEIGHT UNO. 1 STARTER AND OVERLOAD,NEMA SIZE OUT WITHIN THAT ROOM/AREA,UNLESS OTHERWISE NOTED. Ll �1 ® SCHEDULE. ® MOTOR STARTER/CONTACTOR. AS INDICATED. REVISIONS 17. UNEWORK SHOWN FOR CLARITY OF SWITCHING ONLY. PROVIDE QUANTITY OF CONDUCTORS AS © TRANSFORMER ZJ COMBINATION STARTER AND DISCONNECT. REQUIRED FOR CONTROL. NO. REMARKS GROUND X NON-FUSED DISCONNECT SWITCH.SIZE AS 18. CONTRACTOR SHALL PROVIDE#10 AWG CONDUCTORS FOR ALL CIRCUITS OF 100.OR MORE PP20 POWER PACK INDICATED,NEMA 1 LINO,3 POLE LINO. UNLESS SHOWN LARGER. Fp-D 711 LIGHT FIXTURE CALL OUT ffpX FUSED DISCONNECT SWITCH.SIZE AS INDICATED, NEMA 1 UNO,3 POLE UNO. CHECKED CB DATE AUGUST 20,2024 DRAWN JARS CITY APPROVED PLANS JOB N0. nFOR n� p+ PLANS MUST BE ON JOB SITE SHEET NUMBER FOR ALL INSPECTIONS ®ye�ufu ENGINEERING PQJwwnert 4s EO.O Phone:208.2882181 Pojed: 24GM01 ELECTRICAL SPECIFICATIONS o C PART 1 - GENERAL F. CONVENIENCE RECEPTACLES SHALL BE,FLUSH WALL TYPE,COORDINATE FINISH WITH ARCHITECT. 0. INSTALL WIRING AT OUTLETS WITH AT LEAST 12 INCHES OF SLACK CONDUCTOR AT EACH OUTLET. E 1.1 SCOPE OF WORK 2.5 WIRE CONNECTORS P. CONNECT OUTLET AND COMPONENT CONNECTIONS TO WIRING SYSTEMS AND TO GROUND. TIGHTEN ELECTRICAL 00 CONNECTORS AND TERMINALS,ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE-TIGHTENING VALUES. IF W FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL LABOR REQUIRED AND NECESSARY TO A. FOR WIRE SIZES#8 AWG AND SMALLER:INSULATED PRESSURE TYPE(WITH LIVE SPRING)RATED 105'C,60OV,FOR MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED,USE THOSE SPECIFIED IN UL 486A 0 COMPLETE THE WORK SHOWN ON THE DRAWINGS AND ALL OTHER WORK AND MISCELLANEOUS ITEMS,NOT SPECIFICALLY BUILDING WIRING AND 1000V IN FIXTURES,SCOTCHLOK OR IDEAL � MENTIONED,BUT REASONABLY INFERRED FOR A COMPLETE INSTALLATION,INCLUDING ALL ACCESSORIES AND 3.5 IDENTIFICATION C � APPURTENANCES REQUIRED FOR TESTING THE SYSTEM.IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS THAT B. FOR WIRE SIZES#6 AWG AND LARGER:T&B OR EQUIVALENT COMPRESSION TYPE WITH 3M#33+OR PLYMOUTH W CISALL SYSTEMS BE COMPLETE AND READY FOR OPERATION.THIS PROJECT INCLUDES ELECTRICAL SERVICE,GENERAL "SLIPKNOT GREY"TAPE INSULATION. A. PROVIDE ENGRAVED 3 LAYER LAMINATE PLASTIC NAMEPLATES FOR PANELBOARDS,DISCONNECT SWITCHES AND ALL Q N POWER,LIGHTING,AND COMMUNICATIONS SYSTEM RACEWAY.FIRE ALARM SYSTEM IS TO BE DESIGN/BUILD BY ELECTRICAL SIMILAR DEVICES. CONTRACTOR.COMMUNICATIONS SYSTEM CABUNG AND HEAD-END EQUIPMENT IS BY OWNER. 2.6 PANELBOARD O + to B. COLOR-CODE 20BY/120-VOLT SYSTEM SECONDARY SERVICE,FEEDER,AND BRANCH-CIRCUIT CONDUCTORS p 1.2 CODE COMPLIANCE THROUGHOUT THE SECONDARY ELECTRICAL SYSTEM AS FOLLOWS: L5 TA n PANELBOARDS SHALL BE AS MANUFACTURED BY SQUARE D,EATON,ABB OR SIEMENS. PANELDOARDS AS INDICATED ON C V) SCHEDULES,WITH THE FOLLOWING FEATURES:HARD-DRAWN COPPER BUS(98 PERCENT CONDUCTIVITY), 1. PHASE A:BLACK ALL WORK AND MATERIALS SHALL COMPLY WITH LATEST RULES,CODES AND REGULATIONS,INCLUDING,BUT NOT LIMITED SCHEDULES, MAIN AND NEUTRAL LUGS,NEUTRAL BUS RATED 100 PERCENT OF PHASE BUS,GROUND BUS 2. PHASE B:RED 0 TO OSHA,THE NATIONAL ELECTRICAL CODE,INTERNATIONAL BUILDING AND FIRE CODES,NFPA,AND OTHER APPLICABLE BONDED TO ENCLOSURE,BOLT-ON MOLDED-CASE THERMAL-MAGNETIC BREAKERS. OVERCURRENT DEVICES OVER 1200 3. PHASE C:BLUE t co STATE AND LOCAL LAWS AND REGULATIONS.CODE COMPLIANCE IS MANDATORY.NOTHING IN THESE DRAWINGS AND AMPS SHALL INCLUDE ARC FLASH MITIGATION.PANEL SHALL HAVE AVAILABLE FAULT CURRENT LABEL INSTALLED ON 4. NEUTRAL WHITE a SPECIFICATIONS PERMITS WORK NOT CONFORMING TO THESE CODES.WHERE WORK IS SHOWN TO EXCEED MINIMUM EXTERIOR OF PANEL. 5. GROUND:GREEN CODE REQUIREMENTS,COMPLY WITH DRAWINGS AND SPECIFICATIONS. 1.3 LICENSE. FEES AND PERMITS 2.7 RACEWAYS 3.6 STARTUP SERVICES o 7 m A. OUTDOORS: CONTRACTOR SHALL ALLOT A MINIMUM OF 2 HOURS FOR STARTUP SERVICES. START AND OPERATE ALL SYSTEMS AS m ARRANGE FOR REQUIRED INSPECTIONS AND PAY ALL LICENSE,PERMIT AND INSPECTION FEES. REQUIRED BY THE OWNER. INSTRUCT OWNER'S REPRESENTATIVE ON THE PROPER OPERATION AND MAINTENANCE OF c EXPOSED:RIGID STEEL OR INTERMEDIATE METAL CONDUIT THE SYSTEMS AND EQUIPMENT. 1.4 CONDITIONS AT SITE CONCEALED:RIGID STEEL OR INTERMEDIATE METAL CONDUIT Q UNDERGROUND:RIGID NON-METALLIC CONDUIT 3.7 OPERATING AND MAINTENANCE INSTRUCTIONS (O+M MANUAL) VISIT TO SITE IS REQUIRED OF ALL BIDDERS PRIOR TO SUBMISSION OF BID.ALL WILL BE HELD TO HAVE FAMILIARIZED TO VIBRATING EQUIPMENT:UQUID-TIGHT FLEXIBLE METAL CONDUIT ca THEMSELVES WITH ALL DISCERNIBLE CONDITIONS AND NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED PREPARE THREE 3 COPIES FOR ALL EQUIPMENT. BECAUSE OF THESE CONDITIONS,WHETHER SPECIFICALLY MENTIONED OR NOT.LINES OF OTHER SERVICES THAT ARE B. INDOORS: () Q co DAMAGED AS A RESULT OF THIS WORK SHALL PROMPTLY BE REPAIRED AT NO EXPENSE TO THE OWNER TO COMPLETE m SATISFACTION OF THE OWNER. EXPOSED:ELECTRICAL METALLIC TUBING,RIGID STEEL CONDUIT,PVC-COATED RIGID STEEL CONDUIT 3.8 RECORD AS-BUILTS CONCEALED:ELECTRIC METALLIC TUBING,METAL CLAD co 00 1.5 SAFETY DAMP OR WET LOCATIONS:RIGID STEEL CONDUIT PROVIDE(1)CLEAN,LEGIBLE COPY OF DRAWINGS TO ENGINEER INDICATING ALL DEVIATIONS FROM INITIAL DESIGN N TO VIBRATING EQUIPMENT:FLEXIBLE METAL CONDUIT (AS-BUILT CONDITIONS). N THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE,INCLUDING PART 3 - EXECUTION END OF SECTION SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. 1.6 GUARANTEE 3.1 - GENERAL GUARANTEE THE INSTALLATION FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR A. ELECTRIC SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC,BUT SHALL BE FOLLOWED - m AFTER DATE OF CERTIFICATE OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. Q i PERIOD,WITHOUT CHARGE. B. CONSULT ALL OTHER DRAWINGS.VERIFY SCALES AND REPORT ANY DIMENSIONAL DISCREPANCIES OR OTHER cUn QQQ 1.7 SUBSTITUTIONS CONFLICTS TO ARCHITECT BEFORE SUBMITTING BID. LL m o WHEREVER POSSIBLE,MORE THAN ONE MANUFACTURER HAS BEEN LISTED FOR VARIOUS ITEMS OF EQUIPMENT,ANY ONE C. ALL HOME RUNS ARE INDICATED AS STARTING FROM THE DEVICE NEAREST THE PANEL AND CONTINUING IN THE 1�u Z ff w OF WHICH WILL BE ACCEPTABLE.BASE THE BID ON USE OF MATERIALS SPECIFIED.IF,AFTER AWARD OF THE CONTRACT, GENERAL DIRECTION OF THAT PANEL.CONTINUE SUCH CIRCUITS TO THE PANEL AS THOUGH THE ROUTES WERE A SUBSTITUTE IS PROPOSED,THE REQUEST FOR PERMISSION TO SUBSTITUTE SHALL BE ACCOMPANIED WITH A COMPLETELY INDICATED. STATEMENT OF THE AMOUNT OF MONEY TO BE RETURNED TO THE CONTRACT IF THE SUBSTITUTION IS PERMITTED.THE CONSULTANT STAMP ENGINEER IS THE SOLE JUDGE OF ACCEPTABILITY OF PROPOSED SUBSTITUTIONS,IF A SUBSTITUTE ITEM IS PERMITTED, D. AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE OR STRUCTURAL MEMBERS WHEREVER POSSIBLE.OBTAIN AND ANY REDESIGN EFFORT IS THEREBY NECESSITATED,THE REQUIRED REDESIGN SHALL BE AT THE CONTRACTOR'S STRUCTURE OS L OF AARCHITECD AND CONFORM TO ALL STRUCTURAL REQUIREMENTS WHEN CUTTING OR BORING THE ��%ONAL i EXPENSE. ?� \XOEN8, 1.8 SHOP DRAWINGS AND MATERIALS LISTS 3.2 - ELECTRICAL GROUNDING d A 2276 SUBMIT TO THE ENGINEER SEVEN(7)COPIES OF COMPLETE SHOP DRAWINGS AND MATERIALS LISTS FOR REVIEW WITHIN GROUND Al ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC.IN ADDITION PROVIDE A SEPARATE GROUND WIRE FOR THIRTY(30)DAYS AFTER AWARD OF CONTRACT,ALL PROPOSED DEVIATIONS FROM SPECIFICATIONS MUST BE CLEARLY ALL FEEDERS AND BRANCH CIRCUITS. OF X LISTED UNDER A PROMINENT HEADING ENTITLED"DEVIATIONS". 3.3 - ELECTRICAL EQUIPMENT INSTALLATION As w.F� 1.9 WORKMANSHIP 08/20/2024 A. HEAD ROOM MAINTENANCE:IF MOUNTING HEIGHTS OR OTHER LOCATION CRITERIA ARE NOT INDICATED,ARRANGE AND ONLY QUALITY WORKMANSHIP WILL BE ACCEPTED.HAPHAZARD OR POOR INSTALLATION PRACTICE WILL BE CAUSE FOR INSTALL COMPONENTS AND EQUIPMENT TO PROVIDE THE MAXIMUM POSSIBLE HEADROOM. ARCHITECTSTAMP REJECTION OF WORK. B. MATERIALS AND COMPONENTS: INSTAL LEVEL,PLUMB,AND PARALLEL AND PERPENDICULAR TO OTHER BUILDING 1.10 COORDINATION SYSTEMS AND COMPONENTS,UNLESS OTHERWISE INDICATED. COORDINATE WORK WITH OTHER TRADES TO AVOID CONFUCT AND TO PROVIDE CORRECT ROUGH-IN AND CONNECTION C. EQUIPMENT: INSTALL TO FACILITATE SERVICE,MAINTENANCE,AND REPAIR OR REPLACEMENT OF COMPONENTS. FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRE ELECTRICAL CONNECTIONS.VERIFY EQUIPMENT CONNECT FOR EASE OF DISCONNECTING,WITH MINIMUM INTERFERENCE WITH OTHER INSTALLATIONS. DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION.CHECK ACTUAL JOB CONDITIONS D. RIGHT OF WAY: COORDINATE INSTALLATION OF ELECTRICAL DEVICES WITH OTHER TRADES. BEFORE FABRICATING WORK.REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. 1.11 CUTTING AND PATCHING 3.4 - RACEWAY AND CABLE INSTALLATION ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION IS INCLUDED HEREIN.COORDINATION WITH GENERAL A. ABOVE GRADE:RIGID STEEL OR IMC IN WET LOCATIONS,WHERE SUBJECT TO MECHANICAL DAMAGE AND IN CONTRACTOR AND OTHER TRADES IS IMPERATIVE. CONCRETE OR BLOCK WALLS,EMT IN OTHER LOCATIONS WHERE PERMITTED BY CODE.METAL CLAD WHERE ALLOWED BY LOCAL AUTHORITY HAVING JURISDICTION. 1.12 SITE CLEANUP B. CONCEAL RACEWAYS AND CABLES WITHIN FINISHED WALLS,CEILINGS,AND FLOORS,UNLESS OTHERWISE INDICATED. (n A. AFTER ALL OTHER WORK HAS BEEN ACCOMPLISHED,CLEAN ALL EXPOSED CONDUIT,FIXTURES,EQUIPMENT AND C. INSTALL RACEWAYS AND CABLES AT LEAST SIX(6)INCHES AWAY FROM PARALLEL RUNS OF FLUES AND STEAM OR _J SUPPORTS. TOUCH UP PANT ON ANY EQUIPMENT SCRAPED,SCRATCHED OR DAMAGED DURING CONSTRUCTION. HOT-WATER PIPES. LOCATE HORIZONTAL RACEWAY RUNS ABOVE WATER AND STEAM PIPING. J 7 B. LEAVE ALL AREAS INVOLVING ELECTRICAL WORK IN A CONDITION SATISFACTORY TO THE OWNER. REMOVE ALL D. USE TEMPORARY RACEWAY CAPS TO PREVENT FOREIGN MATTER FROM ENTERING. 0 CRATES,CARDBOARD,PACKING MATERIAL,WASTE MATERIAL,AND OTHER DEBRIS LEFF OVER FROM CONSTRUCTION. E. MACE CONDUIT BENDS AND OFFSETS SO INSIDE DIAMETER IS NOT REDUCED. KEEP LEGS OF BENDS IN THE SAME PART 2 - PRODUCTS PLANE AND STRAIGHT LEGS OFFSETS PARALLEL,UNLESS OTHERWISE INDICATED. z 2.1 MATERIAL APPROVAL F. USE RACEWAY FITTINGS AND CABLE FITTINGS COMPATIBLE WITH RACEWAYS AND CABLES AND SUITABLE FOR THIS APPLICATION AND LOCATION. L> ALL MATERIALS MUST BE NEW AND BEAR U.L.LABEL.MATERIALS THAT ARE NOT COVERED BY UL TESTING STANDARDS G. INSTALL RACEWAYS EMBEDDED IN SLABS IN MIDDLE THIRD OF SLAB THICKNESS WHERE PRACTICAL,AND LEAVE AT r LL SHALL BE TESTED AND APPROVED BY AN INDEPENDENT TESTING LABORATORY OF A GOVERNMENTAL AGENCY APPROVED LEAST 1-INCH OF CONCRETE COVER. BY THE AUTHORITY HAVING JURISDICTION. C)1. SECURE RACEWAYS TO REINFORCING RODS TO PREVENT SAGGING OR SHIFTING DURING CONCRETE 2.2 WIRES AND CABLES PLACEMENT. w Lu A. CONDUCTORS FOR 600V SYSTEMS AND BELOW SHALL BE STRANDED COPPER, 12 AWG MINIMUM. 2. SPACE RACEWAYS LATERALLY TO PREVENT VOIDS IN CONCRETE. O 0- B. INSULATION SHALL BE THWN FOR WET LOCATIONS AND THHN FOR DRY LOCATIONS. 3. INSTALL CONDUIT LARGER THAN 1-INCH TRADE SIZE PARALLEL TO OR AT RIGHT ANGLES TO MAIN z c) REINFORCEMENT. WHERE CONDUIT IS AT RIGHT ANGLES TO REINFORCEMENT,PLACE CONDUIT CLOSE TO O J 2.3 OUTLET BOXES, JUNCTION AND PULL BOXES SLAB SUPPORT. 2 0 U 4. TRANSITION FROM NONMETALUC TUBING TO RIGID STEEL CONDUIT,OR IMC BEFORE RISING ABOVE FLOOR. A. OUTLET BOXES:HOT-DIPPED,GALVANIZED OR SHERADIZED.SIZE AS REQUIRED WITH 4"SQUARE MINIMUM,FOR UJJ Cn n/ FLUSH MOUNTED DEVICES AND LIGHTING FIXTURES. H. MAKE EXPOSED BENDS OR RANKED RUNS FROM SAME CENTERUNE IN ORDER THAT BENDS ARE PARALLEL. USE J LL FACTORY ELBOWS ONLY WHERE ELBOWS CAN BE INSTALLED PARALLEL OTHERWISE,PROVIDE FIELD BENDS FOR (n J L B. JUNCTION AND PULL BOXES:HOT DIPPED,GALVANIZED OR SHERADIZIED,SIZED ACCORDING TO CODE.LARGER EXPOSED PARALLEL RACEWAYS. L<L r JUNCTION AND PULL BOXES SHALL BE FABRICATED FROM SHEET STEEL,SIZED ACCORDING TO CODE,WITH v SCREW-ON COVERS,FINISHED GRAY BAKED ENAMEL. I. INSTALL PULL WIRES IN EMPTY RACEWAYS. USE NO. 14 AWG ZINC-COATED STEEL OR MONOFILAMENT PLASTIC UNE ui WITH NOT LESS THAN 200-LB TENSILE STRENGTH. LEAVE AT LEAST 12-INCHES OF SLACK AT EACH END OF PULL z L u 2.4 WIRING DEVICES WIRE. (� J J. INSTALL TELEPHONE AND SIGNAL SYSTEM RACEWAYS,2-INCH TRADE SIZE AND SMALLER,IN MAXIMUM LENGTHS OF "' w A. ALL WIRING DEVICES OF ANY ONE GENERAL TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL MATCH 150 FEET(45 M)AND WITH A MAXIMUM OF TWO 90-DEGREE BENDS OR EQUIVALENT. SEPARATE LENGTHS WITH THROUGHOUT. PULL OR JUNCTION BOXES WHERE NECESSARY TO COMPLY WITH THESE REQUIREMENTS,IN ADDITION TO REQUIREMENTS ABOVE. REVISIONS B. WIRING DEVICES SHALL BE AS MANUFACTURED BY HUBBELL GE,LEVITON,P&S,OR BRYANT.NO SUBSTITUTIONS. NO. REMARKS C. COVER PLATES SHALL BE AS MANUFACTURED BY ARROW HART,SIERRA,LEATON OR MULLBURRY.COORDINATE K. CONNECT MOTORS AND EQUIPMENT SUBJECT TO VIBRATION,NOISE TRANSMISSION,OR MOVEMENT WITH A MAXIMUM FINISH WITH ARCHITECT. OF 72-INCH FLEXIBLE CONDUIT. INSTALL LFMC IN WET OR DAMP LOCATIONS. INSTALL A SEPARATE GROUND CONDUCTOR ACROSS FLEXIBLE CONNECTIONS. D. WHERE INDICATED,PROVIDE GENERAL-DUN,DUPLEX RECEPTACLES,GROUND-FAULT CIRCUIT INTERRUPTERS: L. SET FLOOR BOXES LEVEL AND TRIM AFTER INSTALLATION TO FIT FLUSH TO FINISHED FLOOR SURFACE. CITY APPROVED PLANS GROUNDING TYPE UL-RATED CLASS A,GROUP 1,20 AMPERES RATING,120 VOLTS,60Hz:WITH SOUD-STATE GROUND-FAULT SENSING AND SIGNALING:WITH 5 MILLIAMPERES GROUND-FAULT TRIP LEVEL:WHITE FINISH. M. CONDUCTORS:TYPE THHN/THWN INSULATED CONDUCTORS IN RACEWAY. PUNS MUST BE ONLOR SITE E. SWITCHES SHALL BE FLUSH WALL TYPE,COORDINATE FINISH WITH ARCHITECT. N. INSTALL SPLICES AND TAPS THAT ARE COMPATIBLE WITH CONDUCTOR MATERIAL AND THAT POSSESS EQUIVALENT OR FOR ALL INSPECTIONS CHECKED CB BETTER MECHANICAL STRENGTH AND INSULATION RATINGS THAN UNSPLICED CONDUCTORS. DATE AUGUST 20,2024 DRAWN JMS JOB NO. miUmm SHEET NUMBER Dr- ENGINEERING P�� ww ,eer t 64s. E0.1 Phone:208.2882181 Pojed: 24GM01 0 m ssctlon _ W CO COMcheck Software Version 4.1.5.5 COMcheck Software Version 4.1.5.5 COMcheck Software Version 4.1.5.5 i N ID RONghI EI 11 p tit comPllesr commersslA98rm¢8 PT.ft: Interior Lighting Compliance Certificate f�/y Exterior Lighting Compliance Certificate Inspection Checklist C405.2.2. spat° q dt n Ight IX°mplies( ¢duct controls h manual Oboes NaEnergy Code:20181ECC IEL221' <ontroRha[allIwsthe occupan[[o ONOI Observable O reduce the connectedIlghfingoatl inONGt A I Oequirements:0.0%were addressed directly in the COMcheck software a reasonably uniform illumination pPicable N rmation Project Information Text in the"Comm entslAssumptions'column is provided by the user in the COMcheck Requirements screen,for each pattern—50 percentr uirement,the user certffies that a coder uirement will be met and how that is documented,or that an exce tion [405.2.1, occ p cy s sors st lled n IXomplies to 20181ECC Code: 20181ECC eq P O is being claimed.Where compliance is itemized in a separate table,a reference to that[able Is provided. C405.2.1. class o s/I atingra n rig rooms, Oboes Na Grease/Aonkey Title: Grease Monkey 1 conference/meet'ng/mull purpose CIII Observable W pry PnCi Type New Construction Type: New Coretructon IEL18P rooms,copy/print rooms, j1. hen Zone 2(Light Industrial area with limited nighttime use LZ2 $e�On 1 lounges/breakrooms,enclosed offices.ONoI Applicable IA L'9 B (Ig 9 ( )) N Plan Review CompllosT CommaMslAssumPt}d�� open plan office areas tr„ins O i R .ID storage rooms locker rooms i1 W Conakuceon Sill OAnwAgent, DesignenCorimctor: C103.2 Plans.ap¢cificatipa,and/or BC warehouse storage areas,and other 'O Twin Falk,ID 83301 Consbuaion She- O.w erlAger, DeuglenConuaclw: IPR41' calculations provide all Information Oboes Na spaces< 300 sgfl that are endl d Twin Falk.ID 83301 with which compliance can be by floor to ce I'ng height p rttons. kionil EffiGlenry Paekage(s) determined for the interior lighting ONpl Observable Reference sect on language 0) Creole:Io Requir6a Id proposed lowed Exterior Lighting Power and electrical systems and equipment Applicable C405.2 1.2 for cont I f ton in W O Reduced Lighting Power.l.0 aedll A B C D E and document wham exc ml—to warehouses and set C405.2.1,3 0 2 m Me Standard are claimed.Information :w open plan office spaces. lowed Interior Lighting Power Ar..ISudace Category Quantity Allowed Tradable Allowed Watts provided=Id include interior function C405.2.1. Occupancy sensors trot fund on In OComplies m Watts!Unit Wattage IS X C) lighting power<akulatlons,wattage of 2 warehouses arehouses the Oboes Not C A B C D bulbs and ballasts,transformers and [EL391' lighting Ile ys and open areas Is Area Ca Floor Anm Allowed Allowed Walls Pa Park) area 23627 RR OAt Yes 941 Control devices. ONot Observable IegorY ................................................... controlled with occupant sensors that ONot Applicable l (M) Welt¢1112 (B%C) TolalTradede Were(a). 941 C103.2 PIanE,spamcabons.and/or IXomplies automatically reduce lighting power Q -lwbmothe Facility 2537 0.64 1621 To1N Allowed W..• 941 (PROP Calculations provide all Information CID...Not by 504" or more when the areas are �T with which compliance can be unotcupled.The occupant sensors Total Alkwcd Su Iem-bal watts D ADO ONot Observable TOMI AIkAvad W'am= 1621 PP 11= determined far the extend Nghting ONMA I control lighting In each alaleway (a)Watkge lradnlns are trig alWez<I betwoen tradable areas'aulaces. and electrical systems and equipment PPKable i dellentlently and do not control lD Proposed Interior Lighting Power to A suppem:ntal allw.antt equal to 400 walls may be apptiad lowxtl tanpianm of both roo-uaJaole arq asaade armsieudacea. and document wham¢%,options to lighting beyond the aislew,y being p A B C D E the standard are claimed.Information Controlledby the_ ____ G Proposed Exterior Lighting Power provided should include exterior C405.2.1. Occupant t f t m Fixture to:DesodptlOnlLamp/Wanage Per Lampl Ballast Lamps! Not Fixture (C%D) lighting power calculations-wattage of 3 ff 0 n IXomplies O Fixture Fixtures Walt A B C D E bulbs and ballasts,transformers and open p Occupant Oboes Not co Fixture to:Description Lam I Wattage Per Lam 1 Ballast Lam s! °of Fixture C X D c IEL201' Sen90controls'n op office paces pY P 9 0 P ( I ,ntrol devices ONa Observable N Fixture Pictures Wan. - - ------- igu ed ft have ontr,ls 1) Chi Applicable N LE01:81 f BIE.80 L mr.Omer 1 8 64 510 Additional Comments/Assumptions: configured so that general lighting can pP becontrolled separately In control LED 2:B2 f fill 4n Lev Bay Oft,: 1 8 75 600 Zones with floor areas—600 sq.ft. LED 3:C71 C1E:2x2Lay-k:00wr: 1 8 29 235 LE01:PI:Area Luminake:Omer, 1 1 133 133 'thin the space,2 l automatically turn LED 4:C21C2E:VAaperama OlMr: 1 2 92 B4 LE02:Wt:Wall Pada:OBwr: 1 2 25 50 off general llgha rig In all control zones LED 6:s1:Slip:OeieC 1 1 81 81 LED 3:W2:Well packs:Oher: 1 2 48 Be within 20 minutes after all occupants TOW Proposed Weds= 1490 LED 4:01:Be,Lipids.Ohen 1 8 43 268 so that Phefsl 3 configured have lets the space,3)are Tole Tmdabk Proposed Ware= 537 g red9 g power n each cont rol zone suced by> 80%of N m Interior Ligh •PASSES.k better than code the full zone general lighting power 1L1E,teno,Lighting PASSES- Interior Lighting Compliance Statement Design n better than code wlmin Zo min—of all occupants ' leaving a that control zone and 41 are CgmiNfance Statement The proposed interior lighting design represented in this document is Consistent with the building pans, Exterior Lighting Compliance Statement coning ured such that any daylight '1 specifications.and other calculations submitted with this permit application.The Imposed interior lighting systems have been Compliance Statement The proposed exterior lighting design represented in this documem is Consistent with the building plans. esponsive control will activate space N a i sign equif pywi y pplicable mantle specifications,and other calculations submitted with this gbn9r311igh[ingor Control zone a w designed tomcat the 20181ECC r ements in COMche<k Version 4.1.5.5 and t0<om I th an a mandatory permit application.The proposed exterior lighting system have Deep requirements listed in the Inspection Checklist. designed to meet the 20181ECC requirements in COMtheck Version 4.1.5.5 and to comply with any applicable mandatory general ght rig only h n occupancy i 9 requirements listed in Me Inspection Checklist. for the area d t tad LL e g w John M.Stenberg `,w. S2bia6a tQ- 08/20/2024 C4D5.2.2, Each area not Sancti byavee time- IXomplies B N.M.-rex signet Date John M.Slenbeig p�yy c5'�3i16g i4- OB120l2024 Cso5.2.a. sensors(per c4os.z.1)nave fore- Oboes Na Nam.-Title Sign. k. Data 1, switch controls and Functions tleta lied C405.2.2. in sections C405.2.2.1 and C40,.2.2.2.ONM Observable CONSULTANT STAMP 2 ONot Applicable / 2 276� A I a �k,, 1 riip,ImpaR likr if 2 Medium Impact(YIN 2) 3 Low lmpac[fTler 31 1 High lmpact(Tier-1) 2 Medium Impact 21 3 Low lmpac[fTler 31 / `A8W OF F� I M R This 1 M R T I: M k a ort date:O8 20 24 I ase Monke 11 ort date:08 0 4 roject Tk a Grease ankey Report date•0820J2 t n e Grease Monkey Report date:011l20R4 rt e Grease on ey J R p / / roles[Title: Gre y p rz rz 08/20/2024 . lename:1Wcelproieck\2024124GM01-crease Monkey Twin Falk and leramel0\Cadd\Grease Monkey Page laf to filename:1tWcelprojects12024\2aGM01-crease Monkey TWn Falk and J4NomeID\Cad0lGrease Monkey Page 2af 7 to flterwme:llticelpmWts12024\24GM01-Grease Monkey Twin Falk zndlerome IMaddWrease Monkey Page 3of 7 to filename:tyke\projects\2024\24GMo1-Grease Monkey Twin Falk and leromelDtCadd\crease Monkey Page 4of 7 win FeRACak6\ElectriCaREnergy CSKs\24GMI CoraCheeli n 1.rs\Cak 011IlriCZ'.;,,CMZ.`C MOlTF ComCheck.cck win FaBMC NCMElectricaliErwtgy Calcs\24GM01TF ComCheck.CCI Fall ACaIc,\EI ectr cal\Energy CelCsl26GMO1TF ComCheeli ARCHITECT STAMP Section section e Rougl electric.[Inspection CompllesT CommentzlAseumphv N €.-`Ht 1secEi CompllesT CommaM4 ptions C405.2.3. DdIAC proud d th IXoes liesNot C403.3. Furnished dequipmet to the ;Oboes Not C405.2.3. Intllvltlual controls that control the Oboes Not C408.2.5. systems and equipment to Me ;Oboes Not 1, lights independent of general area 2 building owner cr designated C405.2.3. lighting.See code section C4.,,2., Ol Observable (FI171y representative. IONot Observable I 2 D.ylightresponsive controls for Chi Applicable - ;ON,t Applicable [EL23Iy applicable spaces,C405.2,3.1 Daylight respohs ve control fundon and - - - C405.4.1 Interior Installetl lamp and fxt re ;OComplies Seethermenor Liglore Nreechedureforvarues. section C405.2.3.2 Sldelit zone. (FI181' lighting power is consistent with what IODoes Not ............................................................................. C405.2.4 separate lighting Control devices for OCona lies is shown on the approved lighting ;Eli Observable; [EL261' specific uses Installed per approved Oboes Not plans,demonstrating proposetl watts ;ONot Applicable //'T lighting plans. ❑Not Observable aretlessthanorequal toallowetl App C watts. G/ ONotA Applicable xteriorlightingpower1,c,nslstent Ocomplies jsee heExivoic,Lighting exWrescbeol fit,vaWes _J IZ __.__ _.._.................................................................................. PP C405.5.1 E C405.2.4 Additional Interlor lighting power OComplies - [FI19)1 with what Is shown on the approved IODoes Net J III allowed for special functions per me Oboes Not - - lighting plans,demonstrating ;ONot Observable: O approved lighting plans and is ONpl Observable - - - - - - to a alloosed wed watts less than or equal;ON,t Applicable LL automatically controlled and separatedONot from general lighting. Applicable G08.2.5. Furnlshetl as-built drawings for ;OComplies LL j"I") C405.2.5 Manual t ols rcq ed by the OCOmplie5 - 1 electr c power systems within 90 days,ODoes Not 7 U [EL281^^ energy d a cation with ODoes Not (Pilot' of system acceptance. :[-]Net Observable; L Z e'n ready access to or pants and ONot Observable ON tApplicable ` Q Iommd h ¢thec t II dlght ale ------- -------- - - - 5 _ visible identify the Band ONM Applicable C408.3 I Lighting systems haw been tested t 10complies, their 11oh— __ [FI33]1 propercalibration.adjustment,ODoes Not C405.2.6 Automat c l h o control,for extariOr OCOm lies J g g p" p g hamming, tl operation. ;ONat Observable (EL301"A lighting Installed.Controls will be Oboes Not ;ONot Applicable I C daylgIt t Ilech tb sad on — -- bushes,Co.r lion t m f day,or ONm Observable .'. Additional Comments/Assumptions; red.ceconnected lighting ONm Applicable C405.3 Exit all do not exceed 5 watts per IXompllesUJ [EL61' face, Oboes Na picot observable Y O CD OW Applicable Z Itbital Comments/Assumptions: COC 00 LU G w w J U Q L I 0 1— w REVISIONS NO. REMARKS 1 High Impact(Ter l)_ 2 MMlum Impact filer 21 13 Low ImpMt filer 31 _ 11 High Impact(filar 1) Medium Impact(Tier 2) 3 Low Impact(Ter 3) CHECKED CB Title. Grease Monkey Pmjl rease Monkey rt rease Monkey Wa Nlename:\Vice\projects\2024\24GM01-Grease Monk Twin Falk and Jerome TMCadd\Grease Monkeyevo Report 052o 7 Datfleneme:Gtice\projects\202M24GM01-Grease Monkey Twin Falls and Jerome lD\Cadd\Grease MorkeyepoP gee O6 ofOrz7 Data Project l filename:Gdce\projects\2024\24GM01-Grease Monkey Twin Falls and Jerome l D\Cadd\Grease Mon Report date:08/20/24 DATE AUGUST 20,2024 Monkey J key Page 7 of 7 � in Falls\Colts\Electrical\Energy CelCsl26GM01TF ComCheck.cc4 Twin Falls\Calcs\Electrical\Energy Colts\24GM0lh ComChetk.cck Twin falls\Colts\Electrical\Enemy Calcs\24GM01TF ComChecxcck DRAWN JMS ® JOB NO. CITY APPROVED PLANS SHEET NUMBER wwlo.coca<omvu'=,,.e tie gam® g�®g� q-y a,�a^e PLANS MUST BE ON JOB SITE DDC EdVn/yG�INEERINCt FOR At INSPECTIONS 1 � woLnEEf54, Eoa2 pf Phone::2082882181 Project: 24GM01 GENERAL NOTES: 1. CONTRACTOR SHALL CONTACT UNDERGROUND UTILITY LOCATING SERVICE PRIOR 0 W TO EXCAVATION FOR ELECTRICAL WORK. IE 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER SITE DISCIPLINES INCLUDING BUT NOT LIMITED TO TRADES ASSOCIATED WITH WATER, SEWER,AND GAS INSTALLATIONS. W 00 3. ELECTRICAL CONTRACTOR SHALL COORDINATE UTILITY WORK REQUIRED BY LOCAL W CO SERVING UTILITY AND SHALL FORWARD WORK ORDER INVOICE TO OWNER FOR C W PAYMENT BY OWNER. W W O a m + m 0 C KEYED NOTES: ® °0 III��I 1. APPROXIMATE ROUTING/LOCATION OF PRIMARY UNDERGROUND i1 ci nl CONDUIT/CONDUCTORS. SHOWN FOR REFERENCE ONLY. PRIMARY CONDUIT, s CONDUCTORS,AND TERMINATIONS BY IDAHO POWER COMPANY. 2. PROVIDE(1)4"C WITH PULL CORD FOR TELEPHONE SERVICE CABLE AND(1) m —— 2"C WITH PULL CORD FOR CATV SERVICE CABLING.VERIFY EXACT LOCATION OF 0AS m CONDUIT WITH LOCAL SERVING UTILITIES. n 3. CT ENCLOSURE,METER BASE BY ELECTRICAL CONTRACTOR. -- � I I I I I I I I I III 4. APPROXIMATE LOCATION OF SERVICE ENTRANCE DISCONNECT. SEE SHEEP E2.1P FOR LOCATION. 3 I5. SEE ONE UNE DIAGRAM ON SHEET E3.0 FOR CONDUIT AND CONDUCTORS. m IIIIII � I P I � � 6. APPROXIMATE LOCATION OF TELEPHONE TERMINAL BOARD. SEE SHEEP E2.1P m m n I FOR LOCATION. 03 cu I III I ' CY 7. SEE TYPICAL TRENCHING DETAIL ON SHEET E4.0. N I -Ir -- -- li 8. SEE POLE BASE DETAIL ON SHEET E4.0. I I�-- I I - 9. ROUTE UGHTING CIRCUIT VIA LIGHTING CONTACTOR. SEE DETAIL ON SHEET l - E4.0. Q I LL a= m� F ;ffiw I Lyl �Z I I I I CONSULTANT STAMP \ONAL I Q�0\,\CEN -- 2 276 I e OF A-31 —1 A8 WF� -- _ A-31 oB/2o/zoza I I I I W ARCHITECT STAMP I I I I I —31 3 — -- --�— -- (u 1 1/4°c,2N10,1#10c DE I —31 7 �——31 -- - L U) 1 5 J 4 6 / 7 A—1 � LL z_ TYR 3 z I I ------------ ------L -- -------- ----------------------------------------------------------------------- --- --- I I I 5� J I I w Z cl)o U) O Do J U w i QU U Cheney Drive LU z J (D w REVISIONS NO. REMARKS S CHECKED CB ELECTRICAL SITE PLAN DATE AUGUST 20,2024 SCALE:1"=20'-0" DRAWN JMS NORTH CITY APPROVED PLANS .vS MUST BE N10011 JOB N0. PIANS MUST BE ON loB SITE SHEET NUMBER FOR ALL INSPECHONS PDC ENGINEERING E1.0 Qgi —ee t Phone:208.288.2181 Pojed: 24GM01 CLASSIFICATION NOTES: c 1. PER NEC 511,THE BASEMENT IS DEFINED AS A'MINOR'REPAIR GARAGE. O W 2. THE BASEMENT TO BE UNCLASSIFIED PER CURRENT NEC TABLE 511.3(C) E WITH THE ROOM BEING PROVIDED WITH VENTILATION AT A RATE OF ONE CFM/SQFT OF FLOOR AREA,WITH THE EXHAUST TAKEN FROM A POINT W 00 TWELVE INCHES FROM FLOOR LEVEL,REFER TO HVAC SHEETS FOR 0 EXHAUST SYSTEM. c @9 W w KEYED NOTES: ® 13 $ 1. BASEMENT LIGHTING TO BE SWITCHED FROM MAIN FLOOR.SEE E2.11-FOR Q + O CONTINUATION. Q. W O t co a 3 0 7 m Q W P co CY CY Fv CONSULTANT STAMP I �%oNu --— -- _ L 2276 A I I I I OF v' AS W F� 08/20/2024 MECHANIC'S ARCHITECTSTAMP I I I I I I I I I I I BASEMENT Fool] I I I I I I I I I I i i I I I I ezE J J F— Q Z W W Z � Q } 00 W 1 2 Do U z J W i Z Q u LIGHTING PLAN-BASEMENT �W/ E: �F� SCALE:1/4"= 1'—O" LJ— > (D NORTH >� J REVISIONS NO. REMARKS CHECKED CB DATE AUGUST 20,2024 DRAWN JMS CITY APPROVED PLANS J® mw JOB N0. PLANS MUST BE ON JOB SITE SHEET NUMBER FOR ALL INSP—ONS DC ENGINEERING Ppfg'jqww?R ,-pf 645 E2.OL Phone:208.28B2181 Pojed: 24GM01 CLASSIFICATION NOTES: 1. PER NEC 511,THE BASEMENT IS DEFINED AS A'MINOR'REPAIR GARAGE. W 2. THE BASEMENT TO BE UNCLASSIFIED PER CURRENT NEC TABLE 511.3(C) WITH THE ROOM BEING PROVIDED WITH VENTILATION AT A RATE OF ONE CFM/SOFT OF FLOOR AREA,WITH THE EXHAUST TAKEN FROM A POINT W p TWELVE INCHES FROM FLOOR LEVEL,REFER TO HVAC SHEETS FOR (111 EXHAUST SYSTEM. W W C W W m O a KEYED NOTES: ® a + CID 1. SEE GENERAL ELECTRICAL NOTE#21 ON SHEET EO.0. On 2. THIS AREA DESIGNATED FOR EQUIPMENT,TANKS,ETC.LOCATIONS NOT C Go AVAILABLE AT TIME OF DESIGN. O t W 3. MOUNT ALL ELECTRICAL DUPLEXES THIS AREA AT+48"AFF. a 3 0 7 m Q W P 1 2 3 4 m m CIO CY ICU � Q = ; A-12 LL m -'o GFl I CONSULTANT STAMP I I I I I I L , ��VOCNE B F J n 127 y I I I I I I I I I I I I I As WF� MECHANIC'S A-44,46,48 I I I I I A-38,40,42 10/22/2024 JBASEMENT ARCHITECT STAMP 3/4°C.,4�10,1#10G I I I I 13/4°C.,4#10,1#10G I �BASEMENT I 1/30/31/30/3 EUH I I I I I I I 2 I I I I I I I EUH I I I I I I I 1 I I I I I I I I I I I I J 3/4°C.,4#10,1#10G A-39141,43 Q LL A-12 r `J"�' A-15 Z -j GFl GFl Z /30/3LU � w 1 U) w � m 1 2 3 4, O 00 Q 2 0 J w C6 0- Signage shall be provided near any shut off switch for the required 24/7 exhaust U) fan system,including the breaker: POWER PLAN-BASEMENT Q L j SCALE:1/4"=1'-0" w z "DO NOT SHUT OFF.EXAUST FAN IS REQUIRED TO STAY ON FOR SAFETY" NORTH REVISIONS NO. REMARKS 1 CITY COMMENTS CHECKED CB DATE OCTOBER22,2024 CITY APPROVED PLANS DRAWN JMS JOB NO. PIANS MUST BE ON JOB SITE FOR ALL INSPECTIONS SHEET NUMBER DC EN(G�/I�N, E_ErRING E2.OP Pafgq W0[BRg1RY,f.fBf 54 S.Phone:2082882181 PIOf¢Cl: 24GM01 KEYED NOTES: ® o Is 1. PROVIDE AND INSTALL WALL MOUNTED OCCUPANCY SENSOR-SENSOR IE SWITCH jWSX-PDT-WH OR EQUIVALENT. ; C 2. PROVIDE LOW VOLTAGE WALL SWITCH-SENSOR SWITCH JsPODM OR W O EQUIVALENT.TIE INTO ASSOCIATED ZONE POWER PACK. Y W 3. PROVIDE AND INSTALL CEILING MOUNTED,LARGE RANGE,LOW VOLTAGE C � OCCUPANCY SENSOR WITH PHOTOCELL-SENSOR SWITCH #CM-PDT-IO-ADC OR APPROVED EQUIVALENT.TIE INTO ASSOCIATED ZONE Q O POWER PACK. FBI 4. PROVIDE AND INSTALL POWER PACK-SENSOR SWITCH#PP20 OR a + O APPROVED EQUIVALENT. I9 5. COORDINATE MOUNTING LOCATION WITH MECHANICAL AND OVERHEAD DOORS L co TO AVOID CONFUCTS. 0 t W 6. SWITCH CONTROLS BASEMENT LIGHTING.SEE SHEET E2.01-FOR a CONTINUATION. 7. PROVIDE AND INSTALL CEILING MOUNTED,LARGE RANGE,LOW VOLTAGE 0 OCCUPANCY SENSOR-#CM-PDT-10 OR APPROVED EQUIVALENT.TIE INTO o ASSOCIATED ZONE POWER PACK. m c Q ;W W Q 1 2 3 4 m 00 co CY CY r I I I I EM7 EM1 I A-47 A-490, w = " _AQ RESTROOM X1 Y U N o 104 A_47(a b) LL RESTROOM. a) ) X1 N rc 2 101 6 > m °a I I I t C2E .A-2 z C2E A-49 DAYLIGHT ZON CONSULTANT STAMP of of w (b) CIE �� Ne" FFICE - a (b 1os of PP -47 TYPICAL ~_ 2 276� a r I AF OF V A-2 (a) (b) OILERY i � A8 W.1 OPERATIONS 08/20/2024 102 ARCHITECTSTAMP I ________ IL — — JL� (a)(b) �(b) -------- u) A-a3 P� ®(a)(b) (a) LOBBY of - w 100STORAGE = PP A-47 106 0l �I I JS1E A-2B,E O o a J Lli A-2 LL > O X, z J I z — — EM7 r_-------------J Q I I L I I w I L J Y O z 1 2 3 4 O 00 J LIGHTING PLAN-MAIN LEVEL L C Z u� SCALE:1/4" 1'-O• NORTH Q L�L w z (D(�_F'� L L > REVISIONS NO. REMARKS CHECKED CB DATE AUGUST 20,2024 DRAWN JMS CITY APPROVED PLANS ® JOB NO. FOR PLANS MUST BE ON JOB SITE SHEET NUMBER FOB ALL INSPERIONS DC ENGINEERING Pak 54 E2.1 LnEpf t Phone:208.2882181 Pojed: 24GM01 KEYED NOTES: # o m 1. EXHAUST FANS SWITCHED BY LIGHT SWITCH IN RESTROOM. 1E 2. PROVIDE AND INSTALL CEILING MOUNTED RECEPTACLE. W O 3. PROVIDE AND INSTALL 3/4"CONDUIT WITH PULL CORD FROM T-STAT TO W ABOVE ACCESSIBLE CEILING FOR UNIT INDICATED.WIRING BY MECHANICAL. W 03 4. PROVIDE AND INSTALL JUNCTION BOX FOR EXTERIOR SIGN.COORDINATE C W SIGN ELECTRICAL REQUIREMENTS WITH SIGN MANUFACTURER PRIOR TO 3 0 ROUGH IN.COORDINATE WITH ARCHITECT AND OWNER FOR SIGN LOCATION 0 N PRIOR TO ROUGH IN.NO EXTERIOR SIGN ELECTRICAL INFORMATION AT TIME OF DESIGN. Q + CID O 5. ALL ELECTRICAL DUPLEXES THIS SPACE TO BE MOUNTED AT A MINIMUM OF Q. W 48"AFF. RI 0 6. MAKE ELECTRICAL CONNECTION TO NEW OVERHEAD DOOR.PROVIDE L CONDUIT AND CONDUCTORS AS REQUIRED FOR ALL CONTROL COMPONENTS. a a COORDINATE WITH OVERHEAD DOOR MANUFACTURER.NEW MOTORIZED OVERHEAD DOOR ELECTRICAL INFORMATION NOT PROVIDED AT TIME OF DESIGN. ; m 7. COORDINATE INSTALLATION OF DEVICES WITH MILLWORK PRIOR TO ROUGH 0 IN. c 8. HVAC CONTRACTOR TO PROVIDE AND INSTALL POWER CONDUCTORS AND CONTROL WIRING FROM THE INDOOR UNIT TO ASSOCIATED OUTDOOR UNIT. Q REFER TO MECHANICAL PLANS FOR ADDITIONAL INFORMATION.COORDINATE W REQUIREMENTS WITH MECHANICAL CONTRACTOR. 3 9. MOUNT DUPLEX GFl RECEPTACLE HIGH ON SIDE WALL FOR CIRCULATION Q 1 2 3 4 PUMP. REFER TO MECHANICAL SHEE S PRIOR TO ROUGH IN. m 10. MOUNT PHOTOCELL ON ROOF FACING NORTH. O Co CY 11. LIGHTING CONTACTOR'LCP'NEAR PANEL"A". ALL EXTERIOR LIGHTING N 1 CONTROLLED THROUGH UGHTING CONTACTOR. SEE DETAIL ON SHEET E4.0. Q 12. 120V SINGLE PHASE RATED EXHAUST FANS POWERED FROM A 3-POLE CIRCUIT. EF-3&EF-4 AND MAKE UP AIR UNIT'MAU-1'LOCATED ON CH EF 4 ROOF TO TO RUN SIMULTANEOUS. SEE MECHANICAL PLANS FOR ^ p 1 13 3 0 CONTROLS. J A-30 l� = m AF, -�/�) LILL 13. PROVIDE SIGNAGE NEAR SHUT OFF SWITCH AND CIRCUIT BREAKER PER THE �> 1 EF HP o 0 oqP FOLLOWING"DO NOT SHUT OFF. EXHAUST FAN IS REQUIRED TO STAY ON 2 HP A-21 A-7 A-7 A-7 A-7 �x EF FOR SAFETY". A-2 +48"/GFl M / M O6 / 4HPT +�"/GFl 1 1+48"GFl +48°GFI A-2 HP XP H RESTROOM RESTROOM A-9 104 A-5 101 A-10 3/4°C,3�10,110G AJ1 2#123#12G A-33,35,37 WH +4Y A-22,24 CONSULTANT STAMP A-5 1 1/30/2,II +48"/GFl A-29 �agVGEN& I e� �v Fob OFFICE OILERY A-9 A-9[2 105 OPERATIONS A-10 T 127 IW A-5 8 IU 3 4"C.,3/10,1$OG 1 22 +48"/GFl y OF IU x A-5 5 UH P As WQV" +48"GFl $V$ 10 22 2024 A-5 T �F 2/ -fi8 eU�iT O O OA-10 / / �2_1 A-5 U /30/ ____a CM ARCHITECT STAMP $$xP "ll AllA-9[2-11 ®A-19 I 2 STORAGE 106 O CP WH A-27 2A"I CH 2 GFl A_5 +72" 1 3/4"C, ---------- A-10 I A-23,25 +48°/GFl 2#12,1#12G A-10 LOBBY OA-104M -20 1/30 ------------------- +48"/Gn 100 CM 3/4"C, xP A-33,35,37 3#10,1#10G . EF A-3 4 1 13 ------------------- J 4 J P 10 J 30 11 A-5 O O O A LIL \w 'LCP' A-7 HIP M M M A-10 Z / ,A, A-18 +48°/GFl A-7 O A-7 A-7 CIA w +48"/GFI o +48"GFl c +48"GFIL 0 I�/�� J F M CT J A-0 -------- -- J MTR Atr z NEMA 3R SERVICE ENTRANCE WP/GFl L) 4 L RATED DISCONNECT } G 3R/400/3 Lu 400A FUSES 1 2 3 4 O 00 Q POWER PLAN-MAIN LEVEL 2 o J Signage shall be provided near any shut off switch for the required 24/7 exhaust scALE:1/4"=1'-0° � fan system,including the breaker: NORTH Uj "DO NOT SHUT OFF.EXAUST FAN IS REQUIRED TO STAY ON FOR SAFETY" Q L I O REVISIONS NO. REMARKS 1 CITY COMMENTS CHECKED CI3 DATE OCTOBER22,2024 CITY APPROVED PLANS DRAWN JMS neviewmTw coae cw"Plpna PLANS MUST BE ON JOB SITE JOB N0. FOR ALL INSPECTIONS �- SHEET NUMBER DC ENGINEERING E2.1 P Pafgq w5gPP ,54 Phone:2082882181 P,Ojnt: 24GM01 KEYED NOTES: 1. SEE DETAIL SHEET E4.0 FOR ROOF DRAIN HEAT TAPE. 0 W E 2. DISCONNECT SHOWN FOR REFERENCE ONLY. DISCONNECT SWITCH PROVIDED BY THE EQUIPMENT MANUFACTURER. co 7 W o 3. 208V SINGLE PHASE RATED MAKE UP UNIT'MAU-1'POWERED FROM A W 3—POLE CIRCUIT. MAKE UP AIR UNIT'MAU-1'AND EF-3&EF-4 W W LOCATED ON MAIN FLOOR TO TO RUN SIMULTANEOUS. SEE MECHANICAL C W PLANS FOR CONTROLS. W O a Q + m 0 C. _ o 0 r W a 0 7 m Q W P 1 2 3 4 m co co CY CY '�'JO '•'JO '�'dO 3 LL m °a r*,A-17 r*,A-17 rWA-17 i ff CONSULTANT STAMP 3/4"C,3/1211 2G 7W /WP 3R/30/2 A-26,28 9�9 OF GFlAS WF� OU Q / 1 CT STAMP 1 A-33,35,37 ARCHITECT STAMP GFI/WP MAU 1 3/4°C,3#12,1#12G 2 3 A-16 GFl/WP 3R/30/3 1 A-32,34,36 3/4"C,4#10,1#10G '^ V) J J Q LL z LL 1 O O LLI Y O 1 3 4 z r) O 00 Q � J L1J C r^ J V!Q u- LLB 1 POWER PLAN-ROOF Lu SCALE:1/4"= 1'-0" N z NORTH L L ^ REVISIONS NO. REMARKS 1 CITY COMMENTS CHECKED CI3 DATE OCTOBER22,2024 CITY APPROVED PLANS DRAWN JMS .moo,cox mmvxo„�. I —A JOB NO. —NS MUST BE ON 108 SITE FOP ALLINSPERIONS SHEET NUMBER DC ENGINEERING E2.2 Palgq:�P.e ,54 Phone:2082882181 Pfoject: 24GM01 PANELBOARD SCHEDULE KEY NOTES: ® c OPANE_.A 1. SEE ELECTRICAL GENERAL NOTE#21 ON SHEET E0.0. VOLTAGE 208/120V PWLSE3 WIRE4 AMPBRERATING 400A SC RATING 22000 MAIN:MAIN LUG ONLY ENTRY: M WNTING:SURFACE LOADS: Amps VA LOAD TYPES: I=uGHnNG REMARKS: 2. PROVIDE SIGNAGE AT CIRCUIT BREAKER DESCRIPTION PER THE FOLLOWING"DO . 0 w RSEA: 182 z1837 z=RECEPTAaES NOT SHUT OFF. EXHAUST FAN IS REQUIRED TO STAY ON FOR SAFM'. 7 RRASEB. 178 21340 3=MSC (Q co RRASEC 184 22094 4=MOTOR (III TOTAL: 65271 5=KITCHEIJ W (VA) LOADSERVED NOTE TYPE POLES NO PHASE NO POLES TYPE NOTE LOADSERVED (VA) C @9 1600 O.H.DOORS 4 20 1 1 A 2 20 1 1 LTS-MAIN FLOOR-SOUTH BJD 172 W 1600 O.H.DOORS 4 20 1 3 B 4 20 1 1 LTS-BASEMENT 373 O 0 1440 RM-OFFICE RR,STOR.,OPS 2 20 1 5 C 8 20 2 4 MOTORIZED LIFT 800 N 1440 RB-OILERY OFS 2 20 1 7 A 8 -- -- 4 --- 800 Q + co900 REC LOBBY,OPS 2 20 1 9 B 10 20 1 2 REC LOBBY 1260 0 1200 RBC COFFEE MAKER 2 20 1 11 C 12 2 180 RE -FACP 2 20 1 13 A 14 20 1 4 SUMP PUMP 1176 1800 AIRDRYIER 4 20 1 15 B 16 - _Q' 0 42 HEAC UH-1-ROOF 1 2 20 1 17 C IB 20 1 4 2 HVAC-CH-1 380 BY UTILITY L 600 HVAC-UH-2 3 15 1 19 A 20 20 1 3 HVAC-C A 2080 R7 600 HVAC-CH-2 3 20 1 21 B 22 30 2 3 WATER HEATER-W1+1 2080 "p 2250 WATER HEATER-W1+2 3 30 2 23 C 24 3 2080 UnLTn 2250 -- 3 — — 2s A 26 15 2 3 HVAC-OU-1 1352 TRANSFORMER (p 55 CIRCULATIONRJMP-CRT 4 20 1 27 B 28 -- -- 3 --- 1352 (A •0 360 RDC-DRINKING FOUNTAIN 2 2 20 1 29 C 30 20 1 1 LIGHTS-EKTERIORSIGNAGE 600 4°C,4 500KCMIL 0 m 681 LTS-SITE LIGHTING,EXTERIOR BUILDING 1 20 1 31 A 32 30 3 4 HVAC-RL}l 3122 1047 HVAC-MAUi,EF-3,HI 4 20 3 33 B 34 -- -- 4 --- 3122 O2 1047 -- 4 - - 35 c 36 - - 4 -- 3122 METER&CT BY UTILITY COMPANY 1047 --- 4 -- -- 37 A 36 30 3 4 HVAC-EUHI 2497 M CT CAN AND BASE BY ELECTRICAL c 2006 AIRCOMRRESSOR 4 20 3 39 B 40 -- - 4 -- 2497 CONTRACTOR Q 4 -- -- 41 C 42 -- - 4 --- 2497 zoos --- 4 -- -- 43 A 4a 30 3 4 HVAC-SI 1E64 3R/400/3°SER" W 4" HVAC-UI+2 3 15 1 45 B 46 - - 4 -- 1664 F 400A FUSED 768 LTS-OILERV OPERATIONS 1 z0 1 47 C 46 -- -1 4 11 1644 DISCONNECT SWITCH 206 LTS-MAIN FLOOR-NORTH END 1 1 120 11 49 A 50 20 1 SPARE p SPARE _20 1 51 B 52 20 1 SPARE 4°C,4#500KCMIL,I#3G P SPARE 20 1 53 1 C 1 54 1 20 1 1 ISPARE GROUND PER co SPACE 55 A 56 SPACE NEC 250 co SPACE 57 B 58 SPACE co CY LOADING BY TYPE COFNECTED NEC CODE DEtl ANDFACTOR DEMAND NOTES: LIGHTING 2800 VA 210-19 125% 3500 VA 1.PROVIDE30mA BREAKER. PANELA RECEPTACLES 9240 VA 220-44 10kVA @ 100%,E_SE@ 50% 9240 VA 2.DEDICATED CIRCUIT MISC. 14052 VA 220-60 100% 14052 VA 2DB/12QV MOTOR LARGESTMOT.: 9367' 39179 VA 220-50 100%+LARGESTx 25% 41521 VA 30 = TOTAL 181 A 190 A 10 LL m� O 2 PANEL SCHEDULE 1 ONE LINE DIAGRAM 1a "gw SCALE:NTS SCALE:N.T.S. CONSULTANT STAMP �VONAL LUMINAIRE SCHEDULE ��XCENgFi LUMINAIRE MANUFACTURER CATALOGNUMBER LAMPS INPUT WATTS VOLTAGE MOUNTING COMMENTS Q B1 LITHONIA CLX-L9&14000LNFSEF-RDL-MVOLT-GZ10-40K-80CRFWH LED 96 120 SUSPENDED CHAIN-15 FT. 2 7E�/. BIE LITHONIA CLX-L9&14000LNFSEF-RCL-WOLT-GZ10-40K-80CRFP51050-WH LED % 120 SUSPENDED CHAIN-15 FT Y B2 LTIHONIA FB L4&12000LNFIMACDMDWOLT-GZ10-40K-WCRI LED 75 120 CBLING SURFACE y�•�TF OF Vpe• B2E LNHONIA FBVlL48-12000LNFIMACD-MD-MVOLT-GZ10-40K-80CRI-E10WMCP LED 75 120 CELINGSURFACE A8 VI Cl LITHONIA CPX-2X2-AL07-80CRFSWW7-SWL-MVOLT LED 32.8 120 CEILING RECESSED 11/13/2D24 CIE LITHONIA CPX-2X2-AL07-80CR4SW -SW-MVOLT-E10WLCP LED 328 120 CHLING RECESS® C2E LNHONIA LBL4-4000LNt80CRF40K-MINIO-GZT-MVOLT-EL14L LED 32 120 CEILING SURFACE ARCHITECTSTAMP Di BARN LIGHT ELECTRIC GWHS18-G15-LED43-FL LED 43 120 EXTBRIORWALL MOUNT 24'ABOVE OVERHEAD DOOR Pi LNHONIA RSX1-P4-40K-R4-MVOLT-SPA-HSDDBXD-SSS20-4GDM19ASUL-DDBXD LED 133 120 POLE 20 FT POLE SIE LNHONIA CSS-L96-AL04-10000LN1_MVOLT-40K-8OCRFILBCPI0A LED 86.5 120 SUSPEND® MOUNT SUSPEND®AT 15'-0" WI LITHONIA WPX2-LED-PI-40K-MVOLT-DDBXD LED 24 120 IXTERIORWALL MOUNT AT I5'-0" W2 LTMONIA WPX2-LED -MVOLT-DDBXD LED 47 120 IXTERIORWALL MOUMATI5'-0" X1 LNHONIA LQNI-SW-3-R-120/277-M6 LED 1 120 ABOVEDOOR EM LTIHONIA ELA-SD-QWP-L3W9-M12 LED 3 120 ABOVE DOOR NOTES. 1.GENERA LNOTE'.OONNT ACTORSHALL PROVIDE AND COORDINATE ALL FIXTURE MOUNTING ACCESSORIES. 2.VERIFY ALL CATALOG NUMBERS WITH SUPPLIER PRIOR TO SUBMITTING A BID. 3.DESIGN IS ON FIRST NAMED MANUFACTURER.ALTERNATE MANUFACTURERS AREACCEPTABLE SUBJECT TO COMPLIANCE WITH THE SPECIFIED RBIUIRENBNTS,MODE-NUMBER,TYPE AND OR CATALOG NUMBER. 4.20'SQUARE STRAIGHT STEEL POLE SINGLE HEAD DRILL PATTERN-LITHONIA SSS-20-4GDM19ASDDBXD FOR LUMNAIRE R1. 3 LUMINAIRE SCHEDULE U) W SCALE:NTS J J J D Q 0 L.L W Z_ _ 06 1 LJ a Yo o ° Q 20 0 wC z Q < J IY ;� Z CD P-- O REVISIONS NO. REMARKS 1 CITY COMMENTS 2 CITY COMMENTS CHECKED CB DATE NOVEMBER 13,2024 CITY APPROVED PLANS DRAWN JMS NNS SUS.roes<cm OB SI —� PLANS MUST BE ON 108 SITE JOB N0. FOR ALL INSPECTIONS �— SHEET NUMBER DC ENGINEERING E3.0 Phone:208288.2181 PrOjnt: 24GM01 0 m W coo m c ci of O O fY Q + to O a 0 r a 3 0 7 m FLUSH HANDHOLE AND O H A-31 N c COVER 120V Q TIMECLOCK DETAIL KEYNOTES: ® ,, BASE COVER M 3 BASE PLATE JUNCTIONBOX 1. MOUNT PHOTOCELL 12"ABOVE ROOF FACING NORTH. Lv 1 1"NONSHRINK GROUT Q 2 1"CHAMFER AROUND EDGE SPECIFICATION GRADE 2. LABEL EACH HOA EITHER PHOTOCELL ON/TIMECLOCK m 4#5 VERTICAL REINFORCING PHOTOCELL OFF OR PHOTOCELL ON MECLOCK ON,ON NEMA 1 BAR EVENLY SPACED PHONE QUAD RECEPTACLE ENCLOSURE. M AROUND PERIMETER XSELIFREGUIING 3' EQUIPMENT 1 iy EXPOSED CONCRETE TO HAVE HEAT TAPE 12 N #4 REINFORCING AT SACK FINISH. - O ROOF DRAIN 3. MOUNT LIGHTING CONTACTOR IN NEMA 1 ENCLOSURE HORIZONTAL TIES AT 18"O.C. WATTS/FT IN ICE ---� ADJACENT TO ELECTRICAL PANELS. BARE COPPER BOND FROM OR SNOW, 120V VENDOR BOARDPH'TTBE 4'x8'xTERMINAL 4 FINISHED GRADE BOLT TO REBAR WITH EXOTHERMIC TO FIRE ALARM AND/OR i EQUIPMENT FIRE RETARDANT PLYWOOD WELD OR COMPRESSION FITTING ELEVATOR III aTF HEAT TAPE DOWN ROOF DRAIN TO TELECOMM PROVIDER 66 L— —. _ —III Z• GO TO END OF DRAIN PIPING(TO N mm _ BLOCK DSN-1 TONGUE). TELECOMM --- --------------, z- Q PROVIDER BASE OF 4500 PSI + / PROTECTOR OAF O2 i LL m CONCRETE.EXPOSED i AUTOMATIC PORTIONS TO HAVE i ON 'ff w SACK FINISH. PROVIDE 4"x10"CU i ~g B LL m GROUND BUS BAR 3"MIN. TO BUILDING STEEL------,, i i CONSULTANT STAMP a. 4"TELECOMM CONDUff I I DETAIL 2 KEYNOTES: ® PROVIDE CU GROUND TO 2"TELECOMM CONDUIT �Qa�oNv —24"MIN. 1. DESIGN BASED RAYCHEM ICESTOP HEATING CABLES CATALOG NUMBER GM- DETAIL GROUND BUS i I e� EN@FO CONTRACTOR TO PROVIDE ALL SYSTEM COMPONENTS NECESSARY FOR A j I Ji m 1 COMPLETE,OPERABLE SYSTEM INCLUDING,BUT NOT UMTTED TO CABLES, FINISH FLOOR I A-31 I POLE UGHT/WALL PACKS 2 276 A POLE BASE DETAL KEYED NOTES CLAMPS,END SEALS AND POWER CONNECTIONS. SPARE SIZE CONDUIT AND 2. CIRCUIT DESIGNATIONS FOR HEAT TRACE ARE SHOWN ON THE ELECTRICAL GROUNDING CONDUCTOR i i OF V 1. PROVIDE GALVANIZED LOCKNUTS AND LOCKWASHERS. ROOF PLAN,SHEET E2.2P.SERVING CIRCUIT BREAKERS(S)FOR HEAT TRACE PER NEC i AS W FV" 2. PROVIDE ANCHOR BOLTS TO MATCH PATTERN AS PROVIDED BY MANUFACTURER. LOADS SHALL BE 30 mA CIRCUIT BREAKER. L-------------------------i 08/20/2024 3. STUB 3/4"C-6"ABOVE POLE BASE. 3 ROOF DRAIN HEAT WITH OWNER PRIOR TO C ROUGH IE INSTALLN. IFROOF DRAIN HEAT BE APPROVED BY WTRACE OPTION I COORDINATE ARCHITECTSTAMP NOT INSTALLED VOID DETAIL AND MARK CIRCUIT IN PANEL AS A SPARE. 4 POLE BASE DETAIL ROOF DRAIN HEAT TAPE 2 TELEPHONE TERMINAL BOARD DETAIL 1 LIGHTING CONTROL DETAIL SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:NTS U) J J LL FOR ATTACHMENT TO STRUCTURE,SEE z ARCHITECTURAL CEILING DETAILS j FINISHED GRADE CUT/REPAIR ROAD AND G� W SIDEWALK AS REQUIRED. J TWO#12 GA. LLI LLI GALVANIZED WIRES Y 24"MIN 4 TURNS (SLACK)AT DIAGONAL L WARNING TAPE RUN LENGTH MINIMUM CORNERS OF LIGHTING O 00 J OF TRENCH COMPACTED EARTH FIXTURES. Q ,{ BACKFILL _ �l PER SPECIFICATIONS O O O U COMPACTED BEDDING& - W EARTH BACKFILL J L PER SPECIFICATIONS CONDUITS(SEE PLANS FOR SECURE TO T BAR, Q < r UANTITY AND SIZE) WITH HOLD DOWN CLIPS. U CUPS SHALL BE ABLE W z W 4"MIN 4"MIN TO TRANSFER A LATERAL LOAD OF 100%OF THE J FIXTURE WEIGHT. LLI REVISIONS NO. REMARKS 6 TRENCH DETAIL G LAY-IN LIGHTING FIXTURE MOUNTING SCALE:N.T.S. J SCALE:N.T.S. CHECKED CB DATE AUGUST 20,2024 DRAWN JMS ® JOB NO. CITY APPROVED PLANS SHEET NUMBER ge PLANS MUST BE ON JOB SRE E''�DC ENGINEERING FOR ALL INSPECTIONS Pig' k� E,, ,54 E4.0 1 Phone:208288218181 rITJPP,djjed: 24GM01 CLASSIFICATION NOTES: 1. PER NEC 511,THE BASEMENT IS DEFINED AS A'MINOR'REPAIR GARAGE. W 2. THE BASEMENT TO BE UNCLASSIFIED PER CURRENT NEC TABLE 511.3(C) WITH THE ROOM BEING PROVIDED WITH VENTILATION AT A RATE OF ONE CFM/SOFT OF FLOOR AREA,WITH THE EXHAUST TAKEN FROM A POINT W p TWELVE INCHES FROM FLOOR LEVEL,REFER TO HVAC SHEETS FOR W Rev 2 EXHAUST SYSTEM. W W C W W oaf O KEYED NOTES: ® a + m 1. SEE GENERAL ELECTRICAL NOTE#21 ON SHEET EO.0. On iL 2. THIS AREA DESIGNATED FOR EQUIPMENT,TANKS,ETC.LOCATIONS NOT Go AVAILABLE AT TIME OF DESIGN. G t W 3. MOUNT ALL ELECTRICAL DUPLEXES THIS AREA AT+48"AFF. a 0 7 m Q W P 1 2 3 4 m DO co CY CY � Q = ; A-14 Q2 A-12 LL mo GFI GFl 1�u ff i w 1 I CONSULTANT STAMP I I I I L , ��VOONE B F J I I I I I I 4 y Q 76 I I I I I I OIF I I I I I I �A8 WF� MECHANIC'S A-44,46,48 A-38,40,42 11/13/2024 BASEMENT ARCHITECT STAMP 3/4°C.,410,110G I 13/4°C.,410,1#10G 001 I I 1/30/31/30/3 EUH I I I I I I I 2 I I I I I I I EUH I I I I I I I 1 I I I I I I I I I I I I J A-39,41,43 — 3/4°C.,4#10,1#10G L A-12 Y A115 Z GFl GFl Z /30/3 ui � w 1 U) w � m 1 2 3 4 O 00 Q 2 0 J w C i POWER PLAN-BASEMENT IQ LLu SCALE:1/4"=1'-O° z NORTH REVISIONS NO. REMARKS 1 CITY COMMENTS 2 CITY COMMENTS CHECKED CB DATE NOVEMBER 13,2024 DRAWN JMS —�CITY APPROVED PLANS JOB NO. SHEET NUMBER PIANSMUSTBEONIOBSITE DC ENGINEERING POR ALL INSPEMONS E 2.0 P Phone:2082882181 Pejed: 24GM01 HVAC SPECIFICATIONS MECHANICAL LEGEND C PART 1 - GENERAL 1.5 DELIVERY. STORAGE, AND HANDLING 2.5 ACCESS DOORS AND PANELS 3.6 TESTING AND BALANCING 0 E 1.1 GENERAL INTENT A. DELIVER PRODUCTS TO THE PROJECT PROPERLY IDENTIFIED WITH NAMES,MODEL NUMBERS, A. DUCT MOUNTED ACCESS DOORS:DOUBLE WALL,DUCT MOUNTING,AND RECTANGULAR;FABRICATED OF A. INDEPENDENT BALANCING FIRM SHALL PERFORM TESTING AND BALANCING PROCEDURES ON EQUIPMENT ® SUPPLY DIFFUSER A. THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,AND TYPES,GRADES,COMPUANCE LABELS,AND OTHER INFORMATION NEEDED FOR IDENTIFICATION. GALVANIZED SHEET METAL WITH INSULATION FILL AND THICKNESS AS INDICATED FOR DUCT PRESSURE EACH SYSTEM ACCORDING TO THE PROCEDURES CONTAINED IN NEBB'S"PROCEDURAL d f f f f f f FLEXIBLE DUCTWORK RETURN GRILLE O EQUIPMENT,NECESSARY,OR REASONABLY INFERABLE AS BEING NECESSARY,FOR FURNISHING, B. ALL MECHANICAL EQUIPMENT AND MATERIAL ITEMS SHALL BE PROTECTED FROM WEATHER AND Cam' STANDARDS FOR TESTING,ADJUSTING,AND BALANCING OF ENVIROMENTAL SYSTEMS"OR W INSTALLATION AND TESTING,COMPLETE AND READY FOR SAFE OPERATION OF THE SYSTEMS DESCRIBED VANDALISM PRIOR TO ACTUAL INSTALLATION.FAN WHEELS,PUMPS AND OTHER ROTATING 1. FRAME:GALVANIZED SHEET STEEL,WITH BEND-OVER TABS AND FOAM GASKETS. SMACNA'S°HVAC SYSTEMS-TESTING,ADJUSTING,AND BALANCING." L12°z22° LINED RECTANGULAR DUCTWORK CID HEREIN. MACHINERY SHALL BE PERIODICALLY ROTATED DURING STORAGE.ANY FACTORY PAINTED 2. PROVIDE NUMBER OF HINGES AND LOCKS AS FOLLOWS: TH ROUGH EXAMINATION OF THE SITE,AND ALL EXISTING CONDITIONS AND LIMITATIONS WHICH AFFECT QUI HALL ® EXHAUST GRILLE (4B. SUBMISSION OF PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS MADE A B. PREPARE TEST REPORTS FOR EQUIPMENT FANS,AND OUTLETS. CROSSCHECK THE SUMMATION W W EQUIPMENT SCRATCHED OR MARRED DURING SHIPMENT OR CONSTRUCTION S BE a. LESS THAN 12 INCHES SQUARE:SECURE WITH TWO SASH LOCKS. OF REQUIRED OUTLET VOLUMES WITH REQUIRED FAN VOLUMES. -------- DEMO THISO WORK.LATER CWMS SHALL NOT BE MADE FOR LABOR,EQUIPMENT OR MATERIALS REQUIRED RESTORED TO ORIGINAL,"NEW"CONDITION.THIS INCLUDES COMPLETE REPAINTING OF THE b. UP TO 18 INCHES SQUARE:TWO HINGES AND TWO SASH LOCKS. C. ADJUST TERMINAL OUTLETS AND INLETS FOR EACH SPACE TO INDICATED AIRFLOWS WITHIN ROUND DUCTWORK BREAK C W BECAUSE OF DIFFICULTIES ENCOUNTERED,WHICH COULD HAVE BEEN FORESEEN DURING SUCH AN EQUIPMENT IF NECESSARY TO PROVIDE EXACT PAINT MATCH. c. UP TO 24 BY 48 INCHES:THREE HINGES AND TWO COMPRESSION LATCHES. SPECIFIED TOLERANCES OF INDICATED VALUES. MAKE ADJUSTMENTS USING VOLUME DAMPERS. ( DEHUMIDISTAT W G EXAMINATION. C. CONTRACTOR IS RESPONSIBLE FOR RECEIVING AND OFFLOADING EQUIPMENT OF HIS SCOPE. 2.6EOUIPMENT CURBS AND SUPPORT ADJUST FANS AND EQUIPMENT BLOWERS TO VOLUMES SHOWN IN EQUIPMENT SCHEDULES. 0 0 C. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE EXTENT,GENERAL CHARACTER,AND LOCATION OF THE IMMEDIATELY UPON RECEIPT,CONTRACTOR SHALL INSPECT ALL EQUIPMENT AND MATERIAL FOR A. ROOF MOUNTED EQUIPMENT:PROVIDE FACTORY CURB TO MATCH EQUIPMENT PROVIDED.CURB TO SET OUTSIDE AIR TO VALUES SHOWN ON MECHANICAL SHEETS. PRESSURE SENSOR cu WORK TO BE PERFORMED.WHERE MINOR ADJUSTMENTS OF THE WORK ARE NECESSARY FOR PURPOSES SHIPPING DAMAGE AND REPLACE ANY DEFECTIVE ITEMS AT NO INCREASE TO CONTRACT ® DUCTWORK BREAK MATCH ROOF SLOPE,TYPE,AND INSULATION DEPTHS FOR PROPER EQUIPMENT MOUNTING(ACCOUNT O + m OF FABRICATION OR INSTALLATION OF HEMS,THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS WITH 3.7 CONTROLS AND ELECTRICAL COMPONENTS AMOUNT. FOR APPUCABLE ACCESSORIES SUCH AS ECONOMIZERS AND ERVS OT THERMOSTAT O NO ADDED COMPENSATION.WHERE SUCH ADJUSTMENTS AFFECT FlINCTIONAL OR AESTHETIC DESIGN OF )� A. CONTRACTOR SHALL PROVIDE A COMPLETE CONTROL SYSTEM TO OPERATE THE EQUIPMENT ASII THE WORK,THEY SHALL FIRST BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL 1.6 SEQUENCING AND SCHEDULING PART 3 - EXECUTION DESCRIBED IN THESE DOCUMENTS.SYSTEM SHALL INCLUDE THERMOSTATS,LOW VOLTAGE WIRING, ®®®®DUCTWORK RISE 0) D. SITE UTILITIES:THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING A. COORDINATE MECHANICAL EQUIPMENT INSTALLATION WITH OTHER BUILDING COMPONENTS PRIOR TRANSFORMERS,AND ASSOCIATED APPURTENANCES REQUIRED TO MEET THE INTENT OF THESE TEMPERATURE SENSOR O SERVICES.COORDINATE WORK WITH THE SIZE UTILITIES CONTRACTOR TO ENSURE PROPER INVERT TO ORDERING OR FABRICATION OF ADJOINING WORK. 3.1 EXAMINATION DOCUMENTS. t ELEVATION,PIPE SLOPE GRADIENT,PIPE SIZE AND SEPARATION WITHIN TRENCH WORK.NOTIFY A. VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND WITH THE REQUIREMENTS SMOKE DETECTOR H 0 21 0 DUCTWORK DROP t 5 ARCHITECT OR ENGINEER OF ANY DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. B. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SET SLEEVES N OF THE ACTUAL EQUIPMENT TO BE CONNECTED. "p E. COMPLY WITH ALL LOCAL AND STATE CODES REGARDING SEISMIC SUPPORT AND ISOLATION.NOT ALL POURED-IN-PLACE CONCRETE AND OTHER STRUCTURAL COMPONENTS AS THEY ARE B. LOCATIONS OF EQUIPMENT AND DEVICES,AS SHOWN ON THE DRAWINGS,ARE APPROXIMATE UNLESS a SEISMIC REQUIREMENTS ARE SHOWN ON THESE DRAWINGS.CONTRACTOR SHALL MEET THE CONSTRUCTED.ARRANGE FOR CHASES,SLOTS,AND OPENINGS IN BUILDING STRUCTURE SPIN-IN SUPPLY(WITH VOLUME REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION FOR SEISMIC SUPPORT/ISOLATION OF HIS DURING PROGRESS OF CONSTRUCTION TO ALLOW FOR MECHANICAL INSTALLATIONS. DIMENSIONED DO NOT SCALE DRAWINGS.EXACT LOCATIONS OF SUCH ITEMS SHALL BE DETERMINED BY CO2 SENSOR W DAMPER) O THE ARCHITECT'S REPRESENTATIVE AND/OR DETERMINED FROM SPECIAL DETAILS AND DRAWINGS. GENERAL ��_ ; m WORK. C. SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND VERIFY THE PHYSICAL DIMENSIONS OF EACH ITEM OF MECHANICAL EQUIPMENT TO FIT THE AVAILABLE (RE:ALL MECHANICAL SHEETS) Mo- MOTORIZED DAMPER �� SPIN-IN RETURN/EXHAUST 0 1.2 GENERAL COORDINATION EQUIPMENT FOR EFFICIENT FLOW OF THE WORK.COORDINATE INSTALLATION OF LARGE SPACE AND PROMPTLY NOTIFY THE ARCHITECT PRIOR TO ROUGHING-IN IF CONFLICTS APPEAR. (WITH VOLUME DAMPER) D A. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF A SATISFACTORY,COMPLETE,AND FULLY EQUIPMENT REQUIRING POSITIONING PRIOR TO CLOSING IN THE BUILDING. COORDINATION OF DIVISION 15 EQUIPMENT AND SYSTEMS TO THE AVAILABLE WIRING,EQUIPMENT, G1 THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,AND B BAROMETRIC DAMPER OPERATIONAL PIECE OF WORK IN ACCORDANCE WITH TRUE INTENT OF THE DRAWINGS AND D. COORDINATE CONNECTION OF MECHANICAL SYSTEMS WITH EXTERIOR UNDERGROUND AND DUCTWORK,PIPING,ETC.SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.THE INSTALLATION EQUIPMENT,NECESSARY,OR REASONABLY INFERABLE AS BEING NECESSARY,FOR FURNISHING, 45'SQUARE DUCT TAKE-OFF C SPECIFICATIONS. OVERHEAD UTILITIES AND SERVICES.COMPLY WITH REQUIREMENTS OF GOVERNING SHALL BE CONCEALED WITHIN BUILDING CONSTRUCTION,OR EXPOSED IN MECHANICAL ROOMS,UNLESS INSTALLATION AND TESTING,COMPLETE AND READY FOR SAFE OPERATION OF THE SYSTEMS MANUAL VOLUME DAMPER m_RA FROM SQUARE DUCT 9 B. CONTRACTOR SHALL CONSULT ALL DRAWINGS FOR THE PROJECT TO DETERMINE THAT THE WORK AND REGULATIONS,FRANCHISED SERVICE COMPANIES,AND CONTROLLING AGENCIES.COORDINATE OTHERWISE NOTED. DESCRIBED HEREIN. Q EQUIPMENT WILL FIT AS PLANNED. CONNECTION OF ELECTRICAL SERVICES. 3.2 GENERAL INSTALLATION �� 45'ROUND DUCT TAKE-OFF �. C. THE LOCATION OF PIPING,DUCTS,EQUIPMENT,ETC.,SHALL BE CHECKED TO ENSURE CLEARANCE FROM E. PROVIDE IDENTIFICATION OF ALL EQUIPMENT.COORDINATE INSTALLATION OF IDENTIFYING A. PROVIDE ALL VALVES,DAMPERS AND CONTROL DEVICES REQUIRED TO COMPLETE BALANCING OF G2 THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR T-STATS AND ALL LOW VOLTAGE WIRING. FSD -{ COMBINATION SMOKE/FIRE DAMPER SAS FROM SQUARE DUCT LO OPENINGS,STRUCTURAL MEMBERS,CABINETS,UGHTS,OUTLETS AND EQUIPMENT HAVING FIXED CONTROL CONDUIT IS BY ELECTRICAL CONTRACTOR. LOCATIONS. THIS SHALL BE ACCOMPLISHED PRIOR TO FABRICATION OF PIPE OR DUCTS. DEVICES AFTER COMPLETING COVERING AND PAINTING WHERE DEVICES ARE APPLIED TO SYSTEMS AS DESCRIBED IN THESE DOCUMENTS OR AS NORMALLY ASSOCIATED WITH THE SYSTEMS TO 45'ROUND DUCT TAKE-OFF 9 D. BIT IF,AT ANY TIME,AND IN ANY CASE,CHANGES IN LOCATION OF PIPING,DUCTS,EQUIPMENT,ETC., SURFACES.INSTALL IDENTIFYING DEVICES PRIOR TO INSTALLING ACOUSTICAL CEILINGS AND BE INSTALLED WHETHER SPECIFICALLY CALLED FOR ON THE DRAWINGS,DETAILS OR SPECIFICATIONS OR G3 ALL OUTSIDE AIR DUCTS TO BE EKIERNALLY INSULATED. FD -{ FIRE DAMPER SA lu FROM ROUND DUCT I BECOMES NECESSARY DUE TO EXISTING OBSTACLES OR INSTALLATION OF OTHER TRADES SHOWN ON SIMILAR CONCEALMENT. NOT.IT SHALL BE UNDERSTOOD,UNLESS SPECIFICALLY STATED OTHERWISE,THAT ALL SYSTEMS ANY OF THE PROJECT DRAWINGS AND SUCH CONFUCT COULD HAVE BEEN AVOIDED BY PROPER INSTALLED SHALL COMPLY WITH INDUSTRY RECOGNIZED STANDARDS AND FEATURES. G4 ALL SUPPLY DUCTS AND RETURN DUCTS TO BE INSULATED AND INTERNALLY LINED AS SHOWN ON EQUIPMENT CALLOUT TURNING VANE LZPROJECT CLOSE-OUT ® t� co COORDINATION BETWEEN TRADES OR PROPER PRE-PLANNING OF WORK,SUCH REQUIRED CHANGES B. ca COORDINATE MECHANICAL SYSTEMS,EQUIPMENT,AND MATERIALS INSTALATION WITH OTHER BUILDING DRAWINGS AND SPECIFICATIONS. SHALL BE MADE BY THE CONTRACTOR AT NO EXTRA COST. THESE CHANGES ARE TO BE RECORDED ON A CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR ANY DEFECTS IN COMPONENTS.SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND cu THE RECORD DRAWINGS. WORKMANSHIP OR EQUIPMENT,WHICH DEVELOP WITHIN ONE YEAR FROM ACCEPTANCE BY THE OWNER. EQUIPMENT FOR EFFICIENT FLOW OF THE WORK.GIVE PARTICULAR ATTENTION TO LARGE EQUIPMENT G5 DUCTWORK LAYOUT IS PARTIALLY DIAGRAMMATIC.OFFSETS AND ADJUSTMENTS MAY BE REQUIRED TO � MITERED CORNER L'Y E. THIS CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL INCIDENTAL ELECTRICAL INTERCONNECTIONS, CONTRACTOR MUST ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED TO REPAIR OR REPLACE REQUIRING POSITIONING PRIOR TO CLOSING IN THE BUILDING.GIVE RIGHT-OF-WAY PRIORITY TO COORDINATE WITH LIGHTS,DUCTS,PLUMBING,FIRE SPRINKLERS AND STRUCTURE. ® DETAIL CALLOUT CONTROL WIRING,ETC.,WHICH ARE NECESSARY FOR SYSTEM COMPLETION AND WHICH ARE NOT HIS WORK AS WELL AS WORK OF OTHER TRADES THAT MAY BE AFFECTED BY THIS REPLACEMENT. SYSTEMS REQUIRED TO BE INSTALLED AT A SPECIFIED SLOPE. u(((Lry''''�� SPECIFICALLY SHOWN OR OTHERWISE INDICATED ON THE ELECTRICAL DRAWINGS OR SPECIFIED IN B. CONTRACTOR SHALL MAINTAIN A REDUNED SET OF CONSTRUCTION DRAWINGS SHOWING DEVIATIONS C. WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED,INSTALL SYSTEMS,MATERIALS,AND G6 COORDINATE T-STAT LOCATIONS WITH OWNER. Ey DMSION 26. BETWEEN THE DRAWINGS AND INSTALLED CONDITIONS.THESE SHALL BE TURNED OVER TO THE OWNER O TEMPERATURE GAUGE I RADIUS ELBOW F. ALL ELECTRICAL WORK INCIDENTAL TO OR ACCOMPLISHED UNDER THIS DIVISION SHALL COMPLY WITH AT ACCEPTANCE OF THE WORK. EQUIPMENT TO PROVIDE THE MAXIMUM HEADROOM POSSIBLE T 7--� ALL REQUIREMENTS OF DIVISION 26. C. PROVIDE THREE 3)COMPLETE SETS OF OPERATION AND MAINTENANCE MANUALS.THESE ARE TO D. INSTALL SYSTEMS,MATERIALS,AND EQUIPMENT LEVEL AND PLUMB,PARALLEL AND PERPENDICULAR TO G7 CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS(VALVES,DAMPERS,COILS,ETC.)SO THAT THE ( OTHER BUILDING SYSTEMS AND COMPONENTS,WHERE INSTALLED EXPOSED IN FINISHED SPACES. CEILING SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD A UFT-UP G. PLANS ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR REFERRING TO THE DESIGN INCLUDE ALL EQUIPMENT CUT-SHEETS,MANUFACTURERS RECOMMENDED MAINTENANCE PROCEDURES, TYPE CEIUNG NOT BE INSTALLED.THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK s POINT OF CONNECTION DOCUMENTS FOR ALL OTHER DISCIPLINES FOR PROJECT CONSTRUCTION AND OTHER DETAILS WHICH E. INSTALL MECHANICAL EQUIPMENT TO FACILITATE SERVICING,MAINTENANCE,AND REPAIR OR N - m MANUFACTURERS WARRANTEE INFORMATION,AND CONTRACTORS WARRANTEE LETTER AND CONTACT REPLACEMENT OF EQUIPMENT COMPONENTS.AS MUCH AS PRACTICAL,CONNECT EQUIPMENT FOR EASE UNLESS SPECIFICALLY NOTED ON THE DRAWINGS.ARCHITECT SFMLLL APPROVE LOCATIONS OF ACCESS w 1 2 AFFECT THE MECHANICAL INSTALLATION. CONTRACTOR SHALL CONFER WITH ALL OTHER TRADES FOR INFORMATION. PANELS PRIOR TO INSTALLATION. INTAKE OR EXHAUST w > FINISH ADJACENT TO ITS WORK AND ARRANGE TO HAVE VISIBLE PORTIONS OF THIS WORK(SUCH AS D. PROVIDE THREE(3)REVIEWED BALANCE REPORTS OF WATER AND AIR SYSTEMS AS APPLICABLE. FITTINGS DISCONNECTING, ACCESSIBLENLOCATION.INTERFERENCE WITH OTHER INSTALLATIONS.EXTEND GREASE U N Q d 2 ACCESS DOORS,VALVES,SPRINKLER HEADS,ESCUTCHEONS,ETC.)MERGE WITH THE FINISH IN A E. CONTRACTOR SHALL INSTRUCT THE OWNER ON THE OPERATION AND MAINTENANCE OF ALL SYSTEMS F. DRAWINGS ARE NOT DETAILED TO THE EXTENT THAT ALL DUCTWORK AND PIPING OFFSETS,BENDS,AND G8 ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORK OF THIS SECTION, � DIRECTION OF AIRFLOW N 3- MANNER SATISFACTORY TO THE ARCHITECT. MUST BE SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING PROVIDED UNDER THIS CONTRACT. SPECIAL FNRNGS ARE SHOWN AND EXACT LOCATION INDICATED;HOWEVER,THEY ARE TO BE PROVIDED LL m i ° H. CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS(VALVES,DAMPERS,COILS,ETC.)SO THAT THE WHETHER SHOWN OR NOT.REFER TO SCHEDULES FOR ACCESSORIES. METHOD. CELING SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD A LIFT-UP PART 2 - PRODUCTS WLr "9 §I F,w TYPE CEILING NOT BE INSTALLED.THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK 2.1 GENERAL G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY PROTECTING ANY PENETRATION OF A FIRE G9 CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WITH ALL OTHER > d B i UNLESS SPECIFICALLY NOTED ON THE DRAWINGS.ARCHITECT SFWl APPROVE LOCATIONS OF ACCESS RATED ASSEMBLY. FIRE SEAL,CAULKING,AND APPURTENANCES SHALL BE UL LISTED FOR THE DISCIPUNES.EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE ABBREVIATIONS & DESCRIPTIONS PANELS PRIOR TO INSTALLATION. A DUCT DIMENSIONS SHOWN ON PLANS ARE NET FREE AREA. ASSEMBLY RATING IT IS APPLIED TO AND SHALL BE INSTALLED PER THE MANUFACTURERS WRITTEN FURNISHED PROVIDED SUCH PROPOSED EQUIPMENT HAS BEEN SUBMITTED FOR REVIEW,IN WRITING I. CEILING HEIGHTS:ARCHITECTURAL DRAWINGS SHALL BE CHECKED FOR CEILING HEIGHTS,WALLS,AND B. ROUND ELBOWS MUST HAVE A CENTERLINE RADIUS OF NO LESS THAN 1.5 TIMES THE DIAMETER OF INSTRUCTIONS.ALL SUCH MATERIALS SHALL MEET STATE,LOCAL,AND AUTHORITIES CODES AND AND CONNECTING MECHANICAL AND ELECTRICAL SERVICES,CIRCUIT BREAKERS,CONDUIT,MOTORS, CONSULTANT STAMP CABINETS THAT ARE INTENDED TO CONCEAL WORK OF THIS SECTION.WHERE CONFLICTS OCCUR,THE THE ELBOW.SQUARE ELBOWS SHALL HAVE TURNING VANES UNLESS SHOWN AS RADIUSED ELBOWS. STANDARDS. BASES,AND EQUIPMENT SPACES ARE ADJUSTED APPROPRIATELY.NO ADDITIONAL COSTS WILL BE AC AIR CONDITIONING HVAC HEATING,VENTILATING,AIR CONDITIONING ARCHITECT SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE WORK.LOCATION OF EXPOSED WORK C. ALL DUCTWORK EXPOSED TO VIEW SHALL BE ROUND SPIRAL. H. PENETRATIONS ARE PROHIBITED IN ANY STRUCTURAL MEMBERS(EXCEPT WHERE NOTED IN DRAWINGS) APPROVED FOR THESE INCREASES,IF LARGER EQUIPMENT IS PROPOSED.IF MINIMUM ENERGY AFF ABOVE FINISHED FLOOR KES KITCHEN EQUIPMENT SUPPLIER y5\ONAL SUCH AS LIGHTS,DIFFUSERS,SPENCERS,SPRINKLER HEADS TAKE PRECEDENCE OVER CONCEALED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.OBTAIN APPROVAL FOR OTHER FRAMED OPENINGS RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE SPECIFIED,THE EQUIPMENT MUST MEET THE AHU AIR HANDLING UNIT KW KILOWATT F'�,p%sT�p, � WORK. 2.2 DUCTWORK MATERIALS WHICH MAY BE REQUIRED IN ADDITION TO THOSE SHOWN ON DRAWINGS.PAY ALL COSTS FOR DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. CONTRACTOR IS SOLELY RESPONSIBLE Qr cp J. CONTRACTOR SHALL EXERCISE CARE TO MINIMIZE ANY DISTURBANCE TO ADJACENT AREAS OF THE A COMPLY WITH SMACNA'S"HVAC DUCT CONSTRUCTION STANDARDS--METAL AND FLEXIBLE"FOR ADDITIONAL CUTTING OF HOLES AS THE RESULT OF INCORRECT LOCATION OF SLEEVES OR FURNISHING FOR SUBSTITUTED EQUIPMENT MEETING THE INTENT OF THE ORIGINAL DESIGNED EQUIPMENT IN ALL BTU BRITISH THERMAL UNITS KWH KILOWATT HOUR i BUILDING WHICH ARE TO REMAIN IN OPERATION.ISOLATE WORK AREAS BY TEMPORARY PARTITIONS, ACCEPTABLE MATERIALS,MATERIAL THICKNESS,AND DUCT CONSTRUCTION METHODS,UNLESS INCORRECT INFORMATION AS TO THE REQUIREMENTS OF FRAMED OPENINGS. ASPECTS. CA COMBBTU'S PER HOUR L ACOUSTICAL DUCT LINER G A CA COMBUSTION AIR 8g0 TARPS,ETC.,TO KEEP DUST AND DIRT IN THE CONSTRUCTION AREA. OTHERWISE INDICATED.SHEET META MATERIALS SHALL BE FREE OF PITTING,SEAM MARKS,ROLLER LAT LEAVING AIR TEMPERATURE I. FIRE-RATED ASSEMBLY PENETRATIONS: CC COOLING COIL W O K. PROVIDE ALL NECESSARY FLASHING,SEALING,ETC.,TO MAINTAIN THE WATERPROOF INTEGRITY OF THE MARKS,STAINS,DISCOLORATIONS,AND OTHER IMPERFECTIONS.UNLESS STATED OTHERWISE,ALL MAX MAXIMUM 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY PROTECTING ANY PENETRATION OF A CFF CAP FOR FUTURE BUILDING AS REQUIRED BY THE INSTAIlATION OR REMOVAL OF ITEMS AS REQUIRED BY THIS SCOPE OF DUCTWORK TO BE 26 GAUGE MINIMUM. MCA MINIMUM CIRCUIT AMPS \ WORK. B. GALVANIZED SHEET STEEL:LOCK-FORMING QUALITY;COMPLYING WITH ASTM A 653 A 653M AND FIRE RATED ASSEMBLY, FIRE SEAL,CAULKING,AND APPURTENANCES SHALL BE UL LISTED FOR CFM CUBIC FEET PER MINUTE 0 L. INSTALL ALL WORK OF THIS SCOPE TO BE READILY ACCESSIBLE FOR OPERATION,MAINTENANCE,AND / THE ASSEMBLY RATING IT L APPLIED TO AND SHALL BE INSTALLED PER THE MANUFACTURERS CHWR CHILLED WATER RETURN MIN MAXIMUM OVERCURRENT PROTECTION Fy pNQ' REPAIR.MINOR DEVIATIONS FROM THE DRAWINGS MAY BE MADE TO ACCOMPLISH THIS,BUT CHANGES HAVING G90(Z2SED COATING DESIGNATION;DUCTS SHALL HAVE MILL-PHOSPHATIZED FINISH FOR WRITTEN INSTRUCTIONS.ALL SUCH MATERIALS SHALL MEET STATE,LOCAL,AND AUTHORITIES CODES CHWS CHILLED WATER SUPPLY MIN MINIMUM INVOLVING OTHER TRADES MAY NOT BE MADE WITHOUT PRIOR APPROVAL SURFACES EXPOSED TO VIEW. AND STANDARDS. CLG CEILING NC NOISE CRITERIA OB/20/2024 M. ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORK OF THIS SECTION, C. CARBON-STEEL SHEETS:ASTM A 366/A 366M,COLD-ROLLED SHEETS;COMMERCIAL QUALITY;WITH 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL FIRE RATED ASSEMBLY LOCATIONS AND RATINGS, CW COLD WATER NFPA NATIONAL FIRE PROTECTION ASSOCIATION ARCHITECT STAMP MUST BE SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L.RECOGNIZED SEALING OILED,MATTE FINISH FOR EXPOSED DUCTS. J. SEISMIC RESTRAINT: DEG DEGREE NTS NOT TO SCALE METHOD. D. STAINLESS STEEL ASTM A 48O/A 480M,TYPE 316 OR 304,AND HAVING A NO.2D FINISH FOR 1. THE CONTRACTOR SHALL PROVIDE PROPER MECHANICAL SEISMIC RESTRAINTS FOR ALL INSTALLED DIA DIAMETER OSA OUTSIDE AIR N. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORK.COORDINATE ALL CONCEALED DUCTS AND SUITABLE FINISH FOR EXPOSED DUCTS. ITEMS INCLUDING,BUT NOT LIMITED TO,DUCTS,PIPING,EQUIPMENT AND ACCESSORIES.THE DB DRY BULB TEMPERATURE PD PRESSURE DROP BLOCKING,SUPPORT,ETC.,NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERA CONTRACTOR SHALL PROVIDE SESMIC RESTRAINTS AS LISTED BY THE CODES USED BY THE AHJ EA EXHAUST AIR PH PHASE CONTRACTOR. 2.3 INSULATION AND LINER OR AS SHOWN ON THE DRAWINGS(WHICHEVER IS MORE STRINGENT). EAT ENTERING AIR TEMPERATURE PR/ PRESSURE REDUCING VALVE 1.3 CODES. STANDARDS. PERMITS. AND FEES A GENERAL 3.3 DUCT INSTALLATION EER ENERGY EFFICIENCY RATIO RA RETURN AIR 1. FIRE-HAZARD CLASSIFICATION:MAXIMUM FAME-SPREAD INDEX OF 25 AND SMOKE-DEVELOPED ESP EXTERNAL STATIC PRESSURE A ALL APPLICABLE CODE LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS RPM REVOLUTIONS PER MINUTE WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS.TIRER INDEX OF 50 WHEN TESTED ACCORDING TO ASTM E 84. A. CONSTRUCT PAID INSTALL DUCTS ACCORDING TO SMACNA'S*HVAC DUCT CONSTRUCTION RTU ROOFTOP UNIT PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR,WHO SHALL INFORM THE ARCHITECT IN 2. INSULATION SCHEDULE: STANDARDS--META AND FLEXIBLE." EWT ENTERING WATER TEMPERATURE SA SUPPLY AIR WRITING PRIOR TO SUBMITTING A BID,OF ANY WORK OR MATERIALS WHICH VIOLATE ANY OF THE O. INSIDE THE BUILDING THERMAL INSULATION ENVELOPE B. INSTALL DUCTS WITH FEWEST POSSIBLE JOINTS.INSTALL FABRICATED FITTINGS FOR CHANGES IN FD FIRE DAMPER FCO FLOOR CLEANOUT SEER SEASONAL ENERGY EFFICIENCY RATIO ENFORCED LAWS,CODES,OR REGULATIONS.IF THE CONTRACTOR PERFORMS ANY WORK CONTRARY TO 1) INSULATE ALL RECTANGULAR DUCT WITH 1/2"DUCT UNER MINIMUM UNLESS NOTED DIRECTIONS,SIZE,AND SHAPE AND FOR CONNECTIONS. SFD/FSD COMBINATION SMOKE/FIRE DAMPER SUCH LAWS,ORDINANCES,RULES AND REGULATIONS,HE SHALL ASSUME FULL RESPONSIBILITY,AND OTHERWISE ON THE MECHANICAL SHEETS. C. COORDINATE LAYOUT WITH SUSPENDED CEILING,FIRE-AND SMOKE-CONTROL DAMPERS,UGHTING FLA FULL LOAD AMPS $P STATIC PRESSURE SHALL BEAR ALL COSTS ASSOCIATED WITH BRINGING WORK INTO COMPLIANCE. LAYOUTS,AND SIMILAR FINISHED WORK. FLR FLOOR 2) INSULATE ALL ROUND SUPPLY DUCT AND OUTSIDE AIR DUCT WITH 1-1/2"FOIL FACED SYM SYMBOL B. WHERE DRAWINGS OR SPECIFICATIONS THE FOR MATERIAL ED CONSTRUCTION OF A BETTER QUALITY OR FIT FEET PER MINUTE HIGHER CAPACITY TkMW REQUIRED BY THE ABOVE-MENTIONED CODES AND STANDARDS,THE PROVISIONS DUCT WRAP EXCEPT EXPOSED SPIRAL TO BE UN-INSULATED. ROUND RETURN DUCT D. SEAL ALL JOINTS WITH UNITED DUCT SEALANT.APPLY SEALANT TO MALE ENO CONNECTORS BEFORE IX FEET TA TRANSFER AR OF THE DRAWINGS OR SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE DOES NOT NEED TO BE INSULATED. INSERTION,AND AFTERWARD TO COVER ENTIRE JOINT AND SHEET METAL SCREWS. T&P TEMPERATURE AND PRESSURE CODES AND STANDARDS. b. OUTSIDE THE BUILDING THERMAL INSULATION ENVELOPE,BUT INSIDE THE ATTIC SPACE. E. NON-FIRE-RATED PARTITION PENETRATIONS:WHERE DUCTS PASS THROUGH INTERIOR PARTITIONS AND GA GAUGE TYP TYPICAL EXTERIOR WALLS PAID ARE EXPOSED TO VIEW,CONCEAL SPACES BETWEEN CONSTRUCTION OPENINGS GCO GRADE CLEANOLTT TEMP TEMPERATURE C. THE RESPECTIVE SUB-CONTRACTOR,AT HIS EXPENSE,SHALL OBTAIN ALL PERMITS AND FEES REQUIRED 1) INSULATE ALL SUPPLY AND RETURN DUCTS TO R-6 MINIMUM. REFERENCE NOTE ON GPM GALLONS PER MINUTE SHEET M2.1 FOR ADDITIONAL INFORMATION. AND DUCTS OR DUCT INSULATION WITH SHEET METAL FLANGES OF SAME METAL THICKNESS AS DUCTS. UPC UNIFORM MECHANICAL CODE � ) FOR THIS SCOPE OF WORK ON THIS PROJECT.THE SUB-CONTRACTORS SHALL ALSO SCHEDULE ALL HC HEATING COIL �/� REQUIRED INSPECTIONS PAID OBTAIN CERTIFICATES FOR HIS WORK,AT HIS EXPENSE. 3. ALL DUCTWORK TO BE INSULATED AT A MINIMUM TO MEET 2018 IECC SUPERCEDING THE ABOVE OVERLAP OPENINGS ON 4 SIDES BY AT LEAST 1-1/2 INCHES. UPC UNIFORM PLUMBING CODE D. THE FOLLOWING SPECIFIC STANDARDS SHALL BE CONSIDERED AS MINIMUM REQUIREMENTS FOR WORK OF SCHEDULE IF CALLED OUT AS LESS THAN CODE. F. FIRE-RATED PARTITION PENETRATIONS:WHERE DUCTS PASS THROUGH INTERIOR PARTITIONS AND HP HORSEPOWER VTR VENT THROUGH ROOF _J THIS SECTION: B. DUCT INSULATION:MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN.COMPLY WITH EXTERIOR WALLS,INSTALL APPROPRIATELY RATED FIRE DAMPERS,SLEEVES,AND FIRESTOPPING IECC INTERNATIONAL ENERGY V VOLTS J 1. DUC1N'ORK:ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED PER THE PUBLISHED STANDARDS ASTM C 553,TYPE II AND ASTM C 1290,TYPE III WITH FACTORY-APPLIED FSK JACKET. SENT' CONSERVATION CODE WE WET BULB OF THE AMERICAN SOCIETY OF HEATING,REFRIGERATION,AND AIR CONDITIONING ENGINEERS C. FIBROUS-GLSS UNER:COMPLY WITH NFPA 90A OR NFPA 908 AND WI H HAIMA AH124. G. PAINT INTERIORS OF META DUCTS,THAT DO NOT HAVE DUCT LINER,FOR 24 INCHES UPSTREAM OF W/ WITH (ASHRAE)AND THE SHEET METAL AND AIR CONDITIONING NATIONAL ASSOCIATION(SMACNA),AND 1. MATERIALS:ASTM C 1071;SURFACES EXPOSED TO AIRSTREAM SHALL BE COATED TO PREVENT REGISTERS AND GRILLES.APPLY ONE COAT OF FLAT,BLACK,LATEX FINISH COAT OVER A COMPATIBLE u_ MEET THE REQUIREMENTS OF NFPA 90 AND NFPA 91. EROSION OF GLASS FIBERS. GALVANIZED-STEEL PRIMER. 2. FILTERS:ALL FILT , .ER MEDIA SHALL BE UL CUSS 2. a. TIRICKNESS:1/2° UNLESS NOTED OTHERWISE H. PROVIDE BALANCING DAMPERS AT POINTS ON SUPPLY,RETURN,AND EXHAUST SYSTEMS WHERE SHEET INDEX Z 3. FIRE DAMPERS:ALL FIRE DAMPERS SHALL BE LISTED AND INSTALLED PER UL FOR THE ASSEMBLY BRANCHES LEAD FROM URGER DUCTS AS REQUIRED FOR AIR BALANCING.INSTALL AT A MINIMUM OF b. LINER ADHESIVE:COMPLY WITH NFPA 90A OR NFPA 90B AND WITH ASTM C 916. TWO DUCT MOTHS FROM BRANCH TAKEOFF. THEY ARE INSTALLED IN,AND MEET THE REQUIREMENTS OF THE LOCAL BUILDING CODE <. MECHANICAL FASTENERS:GALVANIZED STEEL SUITABLE FOR ADHESIVE ATTACHMENT, I. INSTALL FLEXIBLE CONNECTORS IMMEDIATELY ADJACENT TO EQUIPMENT IN DUCTS ASSOCIATED WITH M0.0 HVAC COVER SHEET 1.4 SUBMITTALS AND SUBSTITUTIONS MECHANICAL ATTACHMENT,OR WELDING ATTACHMENT TO DUCT WITHOUT DAMAGING LINER WHEN FANS AND MOTORIZED EQUIPMENT SUPPORTED BY VIBRATION ISOLATORS. M0.1 HVAC ENERGY COMPLIANCE&CALCULATIONS H A. SUBMTTAL MATERIALS SHALL BE COMPLETE IN EVERY RESPECT AND SHALL CLEARLY INDICATE APPLIED AS RECOMMENDED BY MANUFACTURER AND WITHOUT CAUSING LEAKAGE IN DUCT. J. CONNECT DIFFUSERS GRILLES TO LOW PRESSURE DUCTS WITH MAXIMUM 8 FEET LENGTHS OF FLEXIBLE M2.0 HVAC BASEMENT PLAN M2.1 HVAC MAIN LEVEL PUN w EQUIPMENT FUTURES,DIMENSIONS,WEIGHTS,PERFORMANCE CHARACTERISTICS,AND CAPACITIES. D. REFRIGERANT PIPING INSULATION:SUCTION PIPING-FLEXIBLE ELASTOMERIC,THICKNESS TO MEET DUCT CLAMPED OR STRAPPED IN PLACE.CONNECT FLEXIBLE DUCTS TO METAL DUCTS WITH DRAW M2.2 HVAC ROOF PLAN T CAPACITY AND PERFORMANCE CALCULATIONS SHALL BE ADJUSTED TO INDICATE ACTUAL EQUIPMENT CURRENT CODE. BANDS. W PERFORMANCE AT THE PROJECT ELEVATION. LITERATURE OR DRAWINGS THAT DESCRIBE MORE THAN M3.0 HVAC SCHEDULES ONE MODEL OR SIZE OF EQUIPMENT SHALL BE MARKED WITH ARROWS OR OTHERWISE CLEARLY 2.4 DUCT ACCESSORIES K. INSTALL BACATED. DAMPERS ON EXHAUST FANS OR EXHAUST DUCTS NEAREST TO OUTSIDE AND M4.0 HVAC DETAILS INSCRIBED TO IDENTIFY THE ACTUAL EQUIPMENT THAT WILL BE FURNISHED. ALL OPTIONS AND SPECIAL A STANDARD VOLUME DAMPERS:SINGLE OR OPPOSED-BLADE DESIGN,STANDARD LEAKAGE RATING,AND WHERE INDICATED. W = PARTS OF FUTURES SHALL ALSO BE CLEARLY IDENTIFIED. ALL SUBMITTED MATERIALS MUST BE CLEAR, SUITABLE FOR HORIZONTAL OR VERTICAL APPLICATIONS.SHAFTS TO BE FULL LENGTH,GALVANIZED 3.4 HANGING AND SUPPORTING Y o COMPLETE,AND LEGIBLE. ALL SUBMITTALS OF THIS SCOPE MUST BE SUBMITTED AT ONE TIME; STEEL,WITH ZINC-PLATED,DIE-CAST CORE WITH DIAL AND HANDLE MADE OF 3/32-INCH-THICK A. SUPPORT HORIZONTAL DUCTS WITHIN 24 INCHES OF EACH ELBOW AND WITHIN 48 INCHES OF EACH MULTIPLE AND VARIED SUBMITTALS WILL BE REJECTED. ZINC-PLATED STEEL,AND A 3/4-INCH HEXAGON LOCKING NUT.INCLUDE CENTER HOLE TO SUIT BRANCH INTERSECTION. z 0 CID / AN B. SUBMITTALS FOR ALL EQUIPMENT SHALL BE ROUTED THROUGH D RENEWED BY THE CONTRACTOR. DAMPER OPERATING-ROD SIZE.INCLUDE ELEVATED PLATFORM FOR INSULATED DUCT MOUNTING. B. SUPPORT VERTICAL DUCTS AT MAXIMUM INTERVALS OF 16 FEET AND AT EACH FLOOR. L THE CONTRACTOR SHALL CHECK ALL SUBMITTALS FOR ADEQUATE IDENTIFICATION,CORRECTNESS,AND B. FIRE DAMPERS:CURTAIN TYPE;FIRE DAMPERS SHALL BE LABELED ACCORDING TO UL 555. C. SUPPORT ALL DUCTWORK,PIPING,AND EQUIPMENT AS REQUIRED BY THE LOCAL CODES, O 00 w COMPLIANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS AND APPLY A STAMP OF APPROVAL FOR 1. FRAME:FABRICATED WITH ROLL-FORMED,0.034-INCH-THICK GALVANIZED STEEL;WITH MITERED MANUFACTURERS RECOMMENDATIONS,AND STANDARD INDUSTRY PRACTICE. C 0 \ SUBMITTALS THAT ARE REQUIRED TO BE REVIEWED BY THE ENGINEER,A DIGITAL COPY SHALL BE AND INTERLOCKING CORNERS. D. USE MATERIALS COMPATIBLE WITH ITEMS BEING SUPPORTED TO AVOID ELECTROLYTIC ACTION,AND G - FORWARDED FOR REVIEW AFTER RENEW AND APPROVAL BY THE CONTRACTOR. THESE SHALL BE 2. BLADES:ROLL-FORMED,INTERLOCKING,0.034-INCH-THICK,GALVANIZED SHEET STEEL IN PLACE CONFORM TO SMACNA,ANSI ASME B31,NFPA,MSS SP-58,69,89. RETURNED AND SHALL BE REVISED AND RESUBMITTED UNTIL ACCEPTED BY THE ENGINEER. PROVIDE / OF INTERLOCKING BLADES,USE FULL-LENGTH,0.034-INCH-THICK,GALVANIZED-STEEL BLADE w Cn U PRODUCT DATA FOR EACH PIECE OF EQUIPMENT/COMPONENT LISTED IN SCHEDULES. 3.5 ACCESS DOORS AND PANELS _J CONNECTORS. C. APPROVED MANUFACTURERS WHICH MAY SUBMIT EQUAL PRODUCT TO THOSE SPECIFIED ARE LISTED IN J Q A. DUCT ACCESS DOORS:INSTALL DUCT ACCESS DOORS TO ALLOW FOR INSPECTING,ADJUSTING,AND 3. FUSIBLE LINK:REPLACEABLE,165 DEGREE F RATED. THE EQUIPMENT SCHEDULES.ANY REQUIRED AL FOR EVALUATE CONSIDERATION AS AN EQUAL R THAT SCHEDULED MAINTAINING ACCESSORIES AND TERMINAL UNITS AS FOLLOWS: Q Q MUST CONTAIN ALL INFORMATION REQUIRED TO EVALUATE THIS CLAIM.MANUFACTURERS NOT LISTED AS C. GEEING FIRE DAMPERS:LABELED ACCORDING TO UL SSSC;COMPLY WITH CONSTRUCTION DETAILS FOR 1 ADJACENT TO FIRE OR SMOKE DAMPERS,PROVIDING ACCESS TO RESET OR REINSTALL FUSIBLE LL U EQUAL MUST SUBMIT IN WRITING FOR REVIEW TEN DAYS PRIOR TO BID CLOSING. CONTRACTOR IS TESTED FLOOR-AND ROOF-CEIUNG ASSEMBLIES AS INDICATED IN UCS"FIRE RESISTANCE DIRECTORY.' RESPONSIBLE TO ASSURE ANY SUBSTITUTED ITEM MESS ALL PHYSICAL AND PERFORMANCE 1. FRAME:GALVANIZED SHEET STEEL,ROUND OR RECTANGULAR,STYLE TO SUIT CEIUNG LINKS. LU z REQUIREMENTS AS INTENDED IN THE DESIGN DOCUMENTS. CONSTRUCTION. B. ARCHITECTURAL ACCESS DOORS OR PANELS:COORDINATE REQUIREMENTS FOR ACCESS PANELS AND L0/ D. APPROVAL OF SUBMITTALS BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM 2. BLADES:GALVANIZED SHEET STEEL WITH REFRACTORY INSULATION. DOORS WHERE MECHANICAL ITEMS REQUIRING ACCESS ARE CONCEALED BEHIND FINISHED SURFACES. RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS,NOR SHALL IT RELIEVE HIM FROM THIS CONTACTOR SHALL PROVIDE ACCESS PANELS OR DOORS OF SUFFICIENT SIZE TO ALLOW ACCESS !Ll If = 3. FUSIBLE LINK:REPLACEABLE,165 DEGREE F RATED. TO HIS WORK THAT REQUIRES ACCESS FOR MAINTENANCE OR INSPECTION. l_J RESPONSIBILITY FOR ERRORS IN SHOP DRAWINGS OR OTHER SUBMITTAL LITERATURE. D. COMBINATION FIRE/SMOKE DAMPERS:LABELED ACCORDING TO UL 555S.COMBINATION FIRE AND E. CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WITH ALL OTHER SMOKE DAMPERS SHALL BE LABELED ACCORDING TO UL 555 FOR 1-1/2-HOUR RATING. DISCIPLINES'EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE 1 FRAME PAID BLADES:0.064-INCH THICK,GALVANIZED SHEET STEEL REVISIONS FURNISHED PROVIDED SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING MECHANICAL AND ELECTRICAL SERVICES,CIRCUIT BREAKERS,CONDUIT,MOTORS,BASES,AND EQUIPMENT 2. MOUNTING SLEEVE:FACTORY-INSTALLED,0.052-INCH THICK,GALVANIZED SHEET STEEL;LENGTH TO NO. REMARKS SPACES ARE INCREASED.NO ADDITIONAL COSTS WILL BE ACCEPTED FOR THESE INCREASES,IF LARGER SUIT WALL OR FLOOR APPLICATION. EQUIPMENT IS PROVIDED,IF MINIMUM ENERGY RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE 3. FUSIBLE UNK:REPLACEABLE,165 DEGREE F RATED. SPECIFIED,THE EQUIPMENT MUST MEET THE DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. 4. DAMPER MOTORS:MODULATING AND TWO-POSITION ACTION.EQUIP WITH AN INTEGRAL DESIGN OF ELECTRICAL REQUIREMENTS IS BASED ON MECHANICAL EQUIPMENT SPECIFIED. MECHANICAL SPIRAL-SPRING MECHANISM WHERE INDICATED.ENCLOSE ENTIRE SPRING MECHANISM IN A CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR IF EQUIPMENT PURCHASED IS REMOVABLE HOUSING DESIGNED FOR SERVICE OR ADJUSTMENTS. DIFFERENT FROM THAT SPECIFIED STILL MEETS DESIGN INTENT,INCLUDING BUT NOT LIMITED TO 5. ELECTRICAL CONNECTION:115 V.SINGLE PHASE,60 HZ. OVERCURRENT PROTECTION,LOCAL DISCONNECTION MEANS,WIRE SIZING,AND DESIGN COSTS. E. FLEXIBLE CONNECTORS:FUME-RETARDANT OR NONCOMBUSTIBLE FABRICS,COATINGS,AND ADHESIVES COMPLYING WITH UL 181,CUSS 1.PROVIDE HEAVY METAL EDGE BANDS,SEALED TO PREVENT CHECKED CRA LEAKAGE. 1. INDOOR SYSTEM,FLEXIBLE CONNECTOR FABRIC:GLASS FABRIC DOUBLE COATED WITH NEOPRENE DATE AUGUST 20,2024 2. OUTDOOR SYSTEM,FLEXIBLE CONNECTOR FABRIC:GLASS FABRIC DOUBLE COATED WITH DRAWN TSM WEATHERPROOF,SYNTHETIC RUBBER RESISTANT TO UV RAYS AND OZONE. F. FLEXIBLE DUCTS:UL 181,CLASS 1,UL 181,CLASS 1,BLACK POLYMER FILM SUPPORTED BY _ JOB NO. HELICALLY WOUND,SPRING-STEEL WIRE;FIBROUS-GLASS INSULATION;POLYETHYLENE VAPOR BARRIER CITY APPROVED PLANS FILM. R"..s.wh.c°d.°„wu°- miUmm SHEET NUMBER PLANS MUST BE ON YOB SITE Dr- ENGINEERING FOR ALL INSP-ONS PF,IJ�t."Q-1 ee t 6 MO"O Phone:208.288.2181 Projed: 24GM01 REQUIRED OSA CALCULATION o C COMcheck Software Version 4.1.1.0 cc OUTDOOR ZONE AIR DIST. Mechanical Compliance Certificate SYSTEM ZONENAME ZONE CLASSIFICATION AREA(ft2)[A,]' it OF PEOPLE[P,]2 AIRFLOW/PERSON OUTDOORAIRFLOW BREATHINGZONE EFFECTIVENESS 20181MCREQUIRED ; /SgFt[Ra]2 OSA[B,1 OSA [Rpl' [E,1' Y to 'RTU-1 lobby area ProjeM Information restroom 101 Public Spaces:Toilet rooms-public 49 sgft 0.0 pe O.O cfm 0.00 cfm/sqft 0cfm 0.8 0cfm C Energy code: ea IECClobby 100 us!ng natu ral ve ntl lati on-see adjace nt cal c 515 sgft 0.0 pe --- --- --- 0cfm Rpjeq Title: Grease Monkey 0 G Location: Twin Falls,Idaho System Total= 564 sgft 0.0 pe --- --- --- --- 0cfm OI Climate Zone: 5b use OSA of: 65 cfm Prow Type: New Construction a fa '.IU-1 office W ll9 Conswcoon se: OawedAgem: OestpnenContractor: shop office 305 Offices:Office space 56 sgft 0.3 pe 5.0 cfm 0.06 cfm/sgft Sdm 1 Scfm O. Twin Falls.ID Core Ahrens y System Total 56 sgft 0.3 pe S cfm t DC Engineering t W Additional Efficiency Package(s) Twin Falls.10 oilery operations a 9 cahrens@dcengineenng.net .The intent of the oilery operation area is that it is not arepair garage,there will be no fuel dispensed or transferred,nor will there be any idling vehicles.It will be pull-in/pull-out only of the vehicles,thus standard ventilation calculations apply. m Raauced,manic fighting power.Regwmnrems are a plicay enlorced wiom interior lightng arowan<a cela,lalions. oilery operations 102 using natural ventilation-see adjacent talc 1,565 sgft O.Ope •-• -•- •-• -•- 0cfm 3 0 Mechanical Systems List System Total= 1,565 sgft 0.0 pe --- --- --- --- 0cfm 0AX Ownlity System Type a Description !storage area c 1 IU-IrOU-1(Singe Zone): storage 106 using natural ventilation-see adjacent talc 123 sgft 0.0 pe --- --- --- --- 0cfm Spin synem Heat Pump Q Haab Mode:Ca restroom 104 Public Spaces:Toilet rooms-public 49 sgft 0.0 pe 0.0 cfm 0.00 cfm/sgft 0cfm 0.8 0cfm r Capacity HSP y System Total 172 soft 0.0 pe ••• ••• ••• ••• 0cfm 3 anMProposed eCapacity. apEfficiency.14.00 HSPF,Required Efficiency.820 HSPF 5 fooling Mode:oomy .l20SEEF Proposed Elfidency=26.30 SEER,Required Ealdenoy:14.00 SEER ''.mechanics basement 1,530 sgft 0.0 pe ••• ••• ••• ••• 0 cfm W Fan system:None exhaust required•see exhaust calculation below m 1 mu'l!single Zone): Healing:leach-CeMrel Furnace.Gas.capacity-67 kBNNh .Building Totals= 3,887 sgft Osgft --- --- --- --- 70 efm ff O.) Proposed Efficiency.83.00%EL Required Efficiency:80.00%El or801%AFUE Notes:a I.Datd from Project CutCooling.1 each Single Package DX Unit,Capacity-38 kilkuh,AkCeuted Condenser,No Economizer.Economaer exception:None Proposed Effldency.14,00 SEER,Required ERicency:14,00 SEER 2.Datd from 20181 MC Table 403.3.3.1.1 Cut Fan System:None 3.Data from 20181 MC Table 403.3.1.1.1.2 2 UH-1 a 2(Sngle Zone): Healing:1 each-Una Healer.Gas,Capacity-60 kBlah Proposed Efficiency.83.00%Ec,Required Efficiency;80.00%Ec Fan System:NoneNATURAL VENTILATION AIR CALCULATION 1 Wnt,(Single 2one1: m Heating:1 each-Duct Fumate,Gas.Capecay-IOl kBtum Proposed Efficiency-92.00%Ec,Required Efficiency:80.00%Ec Fan System:None SYSTEM ZONENAME OCC.AREA(ft�) 4%of GENERAL OPERABLE AREAS MEETSIMC402.2? MECH.VENT.REQ'D? N rca `!i OCC.AREA OPENINGS LL H a sw Mechanical Compliance Statement RTU-1 lobby area lobby 100 515sgft 20.6sgft (2)3'x7'dm 42.0sgft VES NO m1 Compliance Statement The proposed mechanical design represented In this document is consistent with the building plans, oilery operations oilery operations 102 1,565s ft 62.6s ft SO'OHD's&2012'xl 736.0 sgft YES NO Specifications.and other caltubliona submined with this permit application.The proposed mechanical systems have been ry P ry p q q designed to meet the 2018 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory CONSULTANT STAMP requirements listed in the Inspection Checklist. Name-�e Signs re Da Corey m` ��'� :°°°St.'4'.24. BALANCE REPORT TOBE PROVIDED RESTROOM EXHAUST CALCULATION a�� 8 BEFORE FINAL INSPECTION 86 SYSTEM ROOM NAME EXHAUST REQUIRED EXHAUST AFIXTURES 20181M RED EXHAUST USING to Project Title: Grease Monkey Report date 08/14/24 CLASSIFICATION EXHAUST Data filename:UdceWoJacts\2024524GM01-Grease Monkey Twin Falls and Jerome lDiCadd%Grease Monkey Page 1 of 12 Qr4 Twin FaIIACaIcs%HVAC%Energy CalcsWnslgnedlgresse monkey-Twin Falls.cck EF-1 restroom 101 Toilet-intermittent 70cfm/fixture 1 7D cfm 70 cfm Fy AN EF-2 restroom 104 Toilet-intermittent 70 cfm/fixture 1 70cfm 70 cfm 08/20/2024 Notes:1.Restroom exhaust fans EF-1&2 to run intermittently,switched with the respective restroom lights. ARCHITECT STAMP COMcheck Software Version 4.1.1.0 "NEC BASED" - EXHAUST CALCULATION VInspection Checklist The intent of the basement area is to unclassify the space through the use of exhaust and make-up air. Energy Code:20181ECC SYSTEM ROOM NAME AREA(ftt) NECBASED- NEC EXHAUST NEC REQUIRED EXHAUST USING Requirements:100.0%were addressed directly in the COMcheck software EXHAUST CLASSIFICATION AIRFLOW cfm/SgFt EXHAUST Text in the'CommenWAssumptions"column Is provided by the user In the COMcheck Requirements screen.For each EF-3&4 mechanics basement 1,530 sgft minor repair 1.00 cfm/sqft 1,530cfm 1,530 cfm requirement,the user certifies that a code requirement will be met and how that Is documented,or that an exception is being claimed.Where compliance is Itemized in a separate table,a reference to that table is provided. System Totals= 1,530 cfm Notes:'1.Basement area exhaust fans EF-3&EF-4 to run continuous 24/7. ZZSectbn a plan Rwlaw ComplleaT CommemUAafumpebha Z .to U) o C103.2 Plans.specifications' and/or 0Coes Not Requirement will be met. IPR2Ih calculations wouido all information Does Not J with which compliance can be Signage shall be provided near any shut off switch including the breaker: determined for the mechanical pNpl Observable J Q systems and equipment and EINM Applicable J document where excepllans to the standard are claimed.Load "DO NOT SHUT OFF.EXAUST FAN IS REQUIRED TO STAY ON FOR SAFETY" U calculations per ep[abie engineering stanch standards and handbooks. _ ................................................................... _ C406 Plans.Lions provide and/or QCoes Not Requirement will be met. IPR911 calculations provide all can bealion ❑Does Not with which famthe ad canal [JNot Observable determined for the additional energy ONpt Applicable I- W efficiency Oackage options. Additional Commants/Assumptlorss: I z Q W J Y � Z cc) C) OD o U 0 � W J Or- U) J W Z a W W Z c� REVISIONS NO. REMARKS 1 High Impact frier 1) F22(Medium Impact(Tier 2) F_31�Low Impact film-3) ...I Project Title: Grease Monkey Report date:08/14/24 CHECKED CRA Data filename:%WceVlroiecls12024124GM01-Grease Monkey Twin Falls and Jerome lD%Cadd%Grease Monkey Page 2 of 12 DATE AUGUST 20,2024 Twin Falls%Calcs%HVAC%Energy Calcs%umlgned%gmaise monkey-Twin Falls.eck DRAWN TSM - JOB NO. CITY APPROVED PLANS SHEET NUMBER rmweMcoa.rwnrxann r��°^. f� �q PLANSMUST eEUN 108 SITE `3C ENr2INa'",_ ,,///��lN��,,,aaaG M0.1 FOR ALLINSPpenONs D(�'y'/NpCCIMp / eq a. 1 Q��JJ wuvd5, near g.of%vJT Phone:208.2e8,2181 Project: 24GM01 KEYED NOTES: ® I c om 1. INSTALL 13"xl3"x20"TALL EXHAUST CAN. SET EXHAUST CAN ON THE FLOOR. 2. INSTALL BOTTOM OF THE EXHAUST GRILLES 4"ABOVE THE FLOOR. INSTALL WITH r- 3 0 ANGLED BLADES DOWNWARD. W C 3. SUSPEND THE UNIT IN A HORIZONTAL POSITION FROM A CEILING MOUNT BRACKET. x W INSTALL ELECTRIC UNIT HEATERS PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 10 So c ci f6 OD O a Q + CID 0 C. Go _ o 0 r co a 3 0 7 m 1 2 3 4 a W P m co co CY cu F 12"OEA UP TO MAIN t LEVEL,SEE SHEET M2.1 FOR CONTINUATION O2 EGEG1 I I I I I I F J 'g I I I I CONSULTANT STAMP I I I I I I �ySVCNAL E�H 3 3 E;H m 86 2 p I I I I I I I + I I I I I I I + Y pNP MECMANIC'S 08/20/2024 BAST MENT Q01 ARCHITECT STAMP I I I I I I I I I I EG_1 O 1 t 12"OEA UP TO MAIN ^ LEVEL,SEE SHEET M2.1 c J FOR CONTINUATION J - - - - - - - - - - - - - J — LL Li Z Z � J 2 1 HVAC-BASEMENT PLAN O s T SCALE:1/4"= 1'-O" } NORTH LLJ O w 50 00 ram^^ L VJ LrL^J Cn Q V! J m J Q L.LU r FLL / V � 2 REVISIONS NO. REMARKS CHECKED CRA DATE AUGUST 20,2024 CITY�APPROVED PLANS DRAWN TSM w.eMma.�ompna,rc. PLANSMUST BE ONIOBSITE JOB NO. FOB ALL INSPERIONS SHEET NUMBER ❑C ENGINEERING PQygjq-5geer t645 IV12"O Phone:2082882181 Pojed: 24GM01 GENERAL NOTES: c om 1. CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF IE PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT.PLUMBING VENTS, REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A O MINIMUM OF 10 FEET AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. ♦A co 2. ALL SUPPLY,RETURN AND OUTSIDE AIR DUCT TO BE INSULATED PER (IIIDRAWING CALL OUT USING 2018 IECC AS A MINIMUM. ALL RECTANGULAR W co DUCTWORK TO HAVE 1/2"ACOUSTICAL LINER MINIMUM. IN ADDITION TO W THE 1/2"LINER,ALL RECTANGULAR SUPPLY DUCT TO MEET R-6 TOTAL O VALUE WITH ADDITIONAL LINER OR WITH WRAP. ALL ROUND SUPPLY AND O N OUTSIDE AIR DUCTWORK TO BE WRAPPED WITH A MINIMUM OF 1-1/2° DUCT WRAP. ROUND RETURN ABOVE THE T-BAR CEILING DOES NOT HAVE Q + m TO BE INSULATED. SUPPLY FLEX DUCT TO BE R-6 AND RETURN FLEX O DUCT MAY BE R-4 OR R-6. 0 W 3. RECTANGULAR DUCT SIZES ARE SHOWN AS NET FREE INSIDE DIMENSIONS. Go ADJUST DUCTWORK SIZES TO MEET SIZING AS REQUIRED WITH ACOUSTICAL t co UNER THICKNESS AS CALLED FOR IN THE INSULATION SPECIFICATIONS. a "co 4. IF A GRILLE CAN IS SMALLER THAT THE RUNOUT TO THE GRILLE,INSTALL W 3 A REDUCER AT THE CONNECTION TO THE GRILLE CAN. ; 0 5. GAS PIPE BY THE PLUMBING CONTRACTOR,REFER TO PLUMBING SHEETS. O 7 6. REFER TO M4.0 FOR ALL HVAC DETAILS. � 2 3 4 7. VERIFY ALL STRUCTURAL DIMENSIONS AND RESTRICTIONS ON SITE PRIOR TO Q START OF FABRICATION OF DUCTWORK. co KEYED NOTES: ® m m 1. 12"0 EXHAUST DUCT DOWN TO BASEMENT IN FURRED-IN CHASE. REFER TO SHEET co 2 7 1 M2.0 FOR CONTINUATION. N 2. INSTALL THE COORDINATE FNLINE FAN AT LOCATION WITH TIHEEO LOCATION nAND BETWEEN THE CONTRACTORUSSES. EF RRESTRO 2 3 SG-1 6"6 1 3. FULL SIZED LINE SUPPLY AIR AND RETURN AIR DROPS FROM THE ROOF TOP UNIT. . 3 50 CFM 4. SUSPEND UNIT HEATER WITH UNISTRUT AND ALL-THREAD,ATTACHED TO THE OVERHEADOM STRUCTURE.COORDINATE FINAL INSTALLATION HEIGHT AND LOCATION WITH THE w 1 44 12"OEA UP TO ROOF, llfJfJfllfflG GENERAL CONTRACTOR PRIOR TO INSTALLATION. Q i SEE SHEET M2.2 U N o RESTROOM 6"OEA UP TO ROOF, FOR TERMINATION SG-2. 12"m 5. VENT WITH B-VENT UP THROUGH ROOF,SIZED PER MANUFACTURER'S CRITERIA. N SEE SHEET M2.2 6"0EA UP TO ROOF, 101 390 CFM INSTALL AND TERMINATE WITH B-VENT CAP PER DETAIL ON M4.0. LL m y2 °a FOR TERMINATION SEE SHEET M2.2 n F i ff w FOR TERMINATION 6. OFFSET VENT TO TERMINATE A MINIMUM OF 10'-0"FROM RTU-1 OSA HOOD. 'ei RTU-1 T 7. INSTALL THE COVE HEATER ON THE HIGH SIDEWALL,PER MANUFACTURER'S WRITTEN CONSULTANT STAMP IU-1 T 5 -v INSTRUCTIONS AND CLEARANCES. OFFICE 6 ^% RG-1,18"0 8. INSTALL LINED SUPPLY PLENUM CAN 17"x17"x11"TALL JUST BELOW THE BOTTOM OF F,SSVON��w � 105 ,HET OFF OF BOTTOM THE ROOF JOISTS. INSTALL ON SR-1 SUPPLY GRILLE ON EACH SIDE OF THE CAN. 0 —y" OF BOTTOM FULL SIZED LINED DROP FROM MAU-1 TO TAP THE TOP OF THE CAN. a. A T UH-2 UH E;01 F q T " 86 2 IU 4 4 UH L14"x13"SA 9. INSTALL HIGH WALL UNIT PER MANUFACTURER'S WRITTEN CRITERIA. ROUTE W p 9 1 2 1 r----i1H--1 CONDENSATE DRAIN.CONCEALED IN THE WALL,TERMINATING IN THE MOP SINK.CONDENSATE DRAINS TO BE GRAVITY SYSTEMS. -- HET - p90 CFM° 10/22/2024 J M1 L20"x16"RA MOUNTED ON �� ARCHITECT STAMP STORAGE ROOF HET, ------------------- 106 12"0EA UP TO ROOF, ----------- LOBBY R1U i SEE SHEET M2.2 100 MOUNTED ON FOR TERMINATION __ ROOF 7 1 EF ------------------- pi 4 2 --__-- OILERY `� OPERATIONS O 1 ------------------- 102 f ffffff J I SG-2 10"m SG-2. 12"0 '^ 335 CFM 435 CFM JJ I J LL Z z 1 2 3 4 W � W 1 HVAC-MAIN LEVEL PLAN O Y o W SCALE:1/4"= 1'-O" O � J NORTH C 0 z W i U) J aLL U U � 2 REVISIONS NO. REMARKS 1 CITY COMMENTS CHECKED CRA DATE OCTOBER22,2024 CITV'APPROVED PLANS DRAWN TSM JOB NO. PLANS MUST RE ON 108 SITE FOR ALL INSPECTIONS SHEET NUMBER DC ENGINEERING Pagq.,e ; s. M2.1 Phone:2082882181 Project: 24GM01 GENERAL NOTES: om 1. CONTRACTOR TO COORDINATE ALL EQUIPMENT LOCATIONS AND ROOF PENETRATIONS WITHIN THE SCOPE OF THIS PROJECT.PLUMBING VENTS, E REGULATOR VENTS,FLUES,AND EXHAUST AIR OUTLETS TO BE KEPT A MINIMUM OF 10 FEET AWAY FROM OUTSIDE AIR INTAKE LOCATIONS. ♦A co 2. REFER TO M4.0 FOR ALL HVAC DETAILS. (III 3. VERIFY ALL STRUCTURAL DIMENSIONS AND RESTRICTIONS ON SITE PRIOR TO C ci START OF FABRICATION OF DUCTWORK,AND CURB LOCATIONS. (a CD 4. ALL ROOF WORK TO BE COORDINATED WITH THE GENERAL AND ROOFING 13 GN CONTRACTOR. Q + Q co KEYED NOTES: ® r co a 1. INSTALL ROOFTOP UNIT PER DETAILS ON SHEET M4.0. 2. INSTALL CURB PER DETAIL ON SHEET M4.0.LOCATE UNIT A MINIMUM OF TEN FEET 0 FROM EXHAUST VENTS. 0 3. FULL SIZED LINED SUPPLY AIR AND RETURN AIR DROPS,REFER TO SHEET M2.1 FOR c 2 3 4 CONTINUATION. 4. FULL SIZED LINED DROP,REFER TO SHEET M2.1 FOR CONTINUATION. Q co 5. TERMINATE EXHAUST AIR DUCT PER DETAIL ON SHEET M4.0.REFER TO SHEET M2.1 FOR CONTINUATION AND SIZE. EY 6. INSTALL THE OUTDOOR UNIT ON SUPPORTS PER CALLOUTS IN THE EQUIPMENT m SCHEDULE.ROOUTE THE UNESET THROUGH THE ROOF PER DETAIL ON SHEET M4.0. ap @o 7. TERMINATE B-VENT PER DETAIL ON SHEET M4.0. N CY 8. INSTALL UNIT PER DETAIL ON SHEET M4.0. 9. VERIFY PARAPET IS TALLER THEN 42"ON SITE PRIOR TO SETTING UNIT CLOSER THAN 12"OEA FROM - Q TEN FEET TO THE PARAPET.EF-4 `®; = m Uo �� 6"0EA FROM 05 6"OEA FROM O LL m y2 °a EF-2 EF-1 CONSULTANT STAMP UH-1 VENTO7 NONAL Rm 0 ��\ST z 8602 A a Di UH-2 VENTO 3 "'" �o i Ry p, `-- Ii A.' ____________ ill,�•�i Q 10/22/2024 RTU 1 9 ARCHITECTSTAMP MAU 2 1 12"BEA FROM OS f EF-4 U) J J LL >z_ 1 1 2 3 4 } z W Q Y o �Z co 1 HVAC-ROOF PLAN 2 o O SCALE:1/4"= 1'-O• w -i NORTH J U) J Q L.LU V � 2 REVISIONS NO. REMARKS 1 CITY COMMENTS CHECKED CRA DATE OCTOBER22,2024 DRAWN TSM �-� JOB NO. - SHEET NUMBER CITY APPROVED PLANS DC ENGINEERING PLANS MUST BE ON JOB SITE I""�(�-�ry,yryQW� eS5til�g. M2"2 FOR ALL INSPECTIONS rQ(Jlq 9A 9 GF Phone:2082882181 Project: 24GM01 EXHAUST FAN SCHEDULE MAKE-UP AIR UNIT SCHEDULE o m EQUIPMENT E.S.P. MOTOR HEATING-NATURAL GAS COOLING ELECTRICAL ECUIPMENT TYPE& SUPPLYAIR E.S.P. WEIGHT N0. SERVES TYPE CFM (IN WC) CONTROL MANUFACTURER MODEL NOTES NO AREA SERVED APPLICATION (CFM) (IN.WCI DISCHARGE - ----NOMINAL MIN LBS CONTROL MFG'R MODEL NOTES W WATTS HP VOLT/PH/H2 TYPE INPUT STAGES EVAPO-TIVEC.OlJNG VOLT/PH/HZ HP AMPS MOCP O RDOFT - IAKi-UOPP AIR EF-1 ADA RRI CEILING 70 0.25" 16.4W -- 120/1/60 RESTROOM LIGHTS PANASONIC FV-O511V41 1 MAu-I MCr'.,�AnI(s rn l0[P,6 N BASCMr 1,450 CFM 0.25" VERTICAL DOWN DIRE[T FIRED 101,550 STUN 92 MODULATING SEE NOTES BELOW 208/1/60 3/4 HP 1 12.2 1 20 850 CONTINUOUS CAPTIVEAIRE A1-D25045D 1THRU 12 W C ci EF-2 ADA RRI CEILING 70 0.15" 16.4W -- 120/1/60 RESTROOM LIGHTS PANASONIC FV-051LVQ1 1 ALTERNA'EMANUFACTURER$:GRE E%HECK,HAST.NGS O OD N O NOTES. EF-3 MECHANICS BASEMENT INLINE 765 JET, 301W -- 120/1/60 CONTINUOUS FANTECH FG-12XL 2&3 1.PROV DE UNITAS ROOF TOP MOUNTED UNIT. Q + O 2.PROV Di-W TH.MO DJLATI NG DI FEET F I RED NATURAL GAS HEAT.HEAT OUTPUT TO MODULATE OFF OF DISCHARGE AIR SEAT,ADJUSTABLE. CID EF-4 MECHANI;EJAllMlNT INUNIE 765 0.3" 301W -- 120/l/60 CONTINUOUS FANTECH FG-12%L 2&3 3.PROV DEw'ITH S',NGEF POINT E.ECT RI C AL CON N ECTION WITH SERVICE DISCONNECT SWITCH. 10, 4.PROVE DE UN I T WI TH A C O MBI N ATI OWN ETA RTC R. Q. co ALTERNATE MANUFACTURERS:PANASONIC,GREENHECK,COOK,PENNSARRY S.PROV'DE INLTIV..TF.VAV 1111111 PAOCAGE eVITH VFD MOTOR CONTROL,FACTORY MOUNTEOAND WIRED. C p NOTES: 1.PROV El UNITIV CH MOTOR'LED NTAI(C DAN'..PE R TO OPEN WHEN UNITIS OPERATING. a co 1.FAN TO BE CONTROLLED BY THE RESPECTIVE RESTROOM LIGHTS.FAN TO BE WIRED TO THE LIGHTS BY THE ELECTRICAL CONTRACTOR,REFER TO ELECTRICAL DRAWINGS.COORDINATE WITH THE ELECTRICAL 7.PROV'DII%ITH FI TFRSECTIDNWUFHNEN'NII.N MERV SFILTERS. CONTRACTOR. &PROVIDE WITH 00 JB:C wAL IN5'JLATED(AB IN ET,HORIZONTAL INTAKE AND VERTICAL DOWN DISCHARGE,AND MOTOR/BLOWER VIBRATION ISOLATION. � 9.P,ROV D:.PR'-FABRICAIE:D 14'INS'JLAIE:D CURB FORSUPPORT. ((J 2.FURNISH WITH WALL MOUNT BRACKETAND SPEED CONTROL.PROVIDE IDE THE SPEED L CONTI L70 THE ELECTRICAL CONTRACTOR i0 BE MOUNTED AND WIRED ADJACENTTO THE FAN BY THE ELECTRICAL O CONTRACTOR,REFERTO ELECTRICAL DRAWINGS.COORDINATE WITH THE ELECTRICAL CONTRACTOR. 10.PROV DE EVa'ORaT'IVE C00L_R SECTION WITH HIGH EFFICIENCVCELDEK TYPE MEDIA.COOLING SECTION TO BERATED FOR ABOVE SPECIFIED CFM AND MINIMUM CONDITIONS OF EAT 91.0/63.0 DB/WS AND EAT 70.0/63.ODB/WB. 3.BOTH FANS EF-3&EF-4 TO RUN CONTINUOUS 24/7. 21.PROV.DE LV APO RATIVE COOLI N G SECTION WITH AUTOMATIC WATER CONTROL DRAIN DOWN KIT WITH SOLENOID VALVES FOR WATER FILL AND DRAIN DOWN.KITED INCLUDE FREEZE PROTECTION WITH FREEZESTAT FOR AUTOMATI C DRAIN DOWN. 12.UNIT CONTROLS TO INCLUDE AD.USTABLE DISCHARGE TEMP AND ADJUSTABLE DEADBAND BETWEEN HEATING&COOLING. UNIT OPERATION&SETUP: c GAS FIRED UNIT HEATER SCHEDULE A.STARTUP DISCHARGE MANUFACTURERS AND DSANDWRITrEN BETWEEN HEATING AN COOLING O20 THE GRESIGNED START-UP SHEETS WITH THE OW. Q B.SET HEAT DISCHARGE AIR STATTO 60 DEGREES AND OEADBAND eET WEEN HEATING AND COOLING TO 20 DEGREES,VERIFY SETPOINTS WITH THE OWNER. W C.UNITTO RUN CONTINUOUS 24/7. '03 NOMINAL THERMAL ELECTRICAL D.EVAPORATIVE COOLING SECTION TO AUTOMATICALLY DRAIN DOWN BY A FREEZESTAT SET AT 35 DEGREES F.PROVIDE THE FILL/DRAIN DOWN SOLENOID VALVETO THE PLUMING CONTRACTOR FOR INSTALLATION BY THE PLUMBING CONTRACTOR.COORDINATE WITH THE PLUMBING CONTRACTOR,REFERTO W EQUIPMENT GASCONN. VENT WEIGHT m NO AREASERVED NATURAL EFFICIENCY SIZE OUTLET SIZE CFM (L85) MANUFACTURER MODEL NOTES PLUMBING SHEETS.SOLENOID VALVE WIRING TO BE PROVIDED ANDINSTALLED BYTHE HVAC CONTRACTOR. GASINPUT (%) VOLT/PH/H2 AMPS MOCP QO co UH-1 OI EERY OPERATIONS 75 MBH 83 1/2" 4" 961 115/1/60 3.7 15 110 REZNOR UDX-75 iTHRU3 MINI SPLIT HEAT PUMP SYSTEM SCHEDULE N N UH-2 CELERY OPERATIONS 75 MBH 83 1,/2" 4" 961 115/1/60 3.7 15 110 REZNOR UDX-75 1THRU3 MINI MUMTOTAL ALTERNATE MANUFACTURERS:--MODINE,STERLING,TRANE EQUIPMENTNO. MINIMUM HEATING ELECTRICAL WEIGHT OUTDOORUNIT INDOOR UNIT TYPE' NOMINAL E.S.P. COOLING (INDOOR MFGR. NOTES NOTES: SERVES ROOM TYPE SYSTEM CFM OUTSIDE AIR 1.FURNISHWITHPROGRAMMABLETHERMOSTAT. OUTDOOR INDOOR UNIT SIZE (IN. HSPF CAPACITY SEER CAPACITY VOLT/PH/HZ MCA MOCP UNIT) MODEL MODEL 2.FURNISH WITH ADUSTABLE VERTICAL DISCHARGE LOUVERS, UN IT ID = m`0 z 3.PROVIDE WITH HIGH ALTITUDE KIT IF REQUIRED FOR INSTALLED ELEVATION. OU-1 IU-1 OFFICE 705 LOWAMBIENT HIGH WALL 1/2 TON N/A N/A OCfM 14.0 8.1 MBH 26.5 12.2 MBH 2O8-230/1/60 13.0 15 25 LBS CARRIER 38MAR0406 40MAHgg06 1THRU6 LEE HEAT P F UNIT OPERATION&SETUP: ALL UNITS- ALTERNATE MAN UFACTURERS:--DAIKIN,MITSUBISHI,LEN N OX LL m& w A.STARTUP AND CHECKOUT UNIT PER MANUFACTURERS WRITTEN INSTRUCTIONS.PROVIDE A COPY OF THE SIGNED START-UP SHEET TO THE OWNER. NOTES: wig k B.PROVIDE INITIALTHERMOSTAT PROGRAMMING.COORDINATE THE OCCUPIED/UNOCCUPIED SCHEDULE AND TEMPERATURE SET POINTS WITH THE OWNER. 1.EFFICIENCY RATINGS ATAHRI CONDITIONS. 'f 2.MINIMUM HEAT I NG CAPACITY RATED AT OF DB OUTDOOR AND 72 F INDOOR WITH INDOOR UNIT SHOWN. 3.MINIMUM TOTAL COOLING CAPACITY RATED AT COOLING CONDITIONS OF 80/66F DB/W8 EAT,104 F DB OAT WITH INDOOR UNIT SHOWN. 4.INDOOR UNIT CONNECTED TO OUTDOOR UNIT,ELECTRICAL REQUIREMENTS ARE COMBINED LOADS. CONSULTANT STAMP ELECTRIC UNIT HEATER SCHEDULE 5.PRO TOE WITH HARD WIRED PROGRAMMABLE THERMOSTAT. Ya1 LL 6.OUTDOOR UNITTO BE SUPPORTED ON MINIMUM 4"TALL PEDESTAL DESIGNED FOR PVC MEMBRANE ROOF INSTALLATIONS. EQUIPMENT ELECTRICAL WEIGHT NO. AREASERVED #STAGES CFM (l85) MANUFACTURER MODEL NOTES DUCTLESS SPLIT OPERATION&SETUP: 8602 VOLT/PH/HZ KW AMPS ALLUNITS- N� �O A.STARTUP AND CHECKOUT UNIT PER MANUFACTURERS WRITTEN INSTRUCTIONS.PROVIDE A COPY OF THE SIGNED START-UP SH[ETTO THE OWNER. EUH-I BASEMENT 208/3/60 7.5 36.0 1 650 40 QMARK MUH-07-8 1,2,&3 B,p ROVIDE I NITIALTHERMOSTAT PROGRAMMING.COORDINATE THE OCCUPIED/UNOCCUPIED SCHEDULE ANDTEMPERATURE SET POINTS WITH THE OWNER.FAN TO RUN CONTINUOUS DURING OCCUPIED HOURS. C.HVA000NTRACTOR TO PROVIDE AND INSTALL POWER/CONTROL WIRING/CABLING FROM THE INDOOR UNITTO THE OUTDOOR UNIT INSTALLING PER THE MANUFACTURER'S WRITTEN WIRING REQUIREMENTS.IF CONDUIT IS REQUIRED,COORDINATE WITH THE ELECTRICAL CONTRACTOR. FY pNN EUH-2 BASEMENT 208/3/60 5.0 24.0 1 350 30 QMARK MUH05-81 1,2,&3 08/2 2024 ARCHITECT STAMP ALTERNATE MANUFACTURERS:BERKO,BRASCH,INDEECO,MARKEL AIR DISTRIBUTION DEVICES NOTES: 1.FURNISHWITHMOUNTINGBRACKETFORHORIZONTAIDISCHARGEINSEAUATIONOFFTHECONCRETECEILING. 1,2,AND}WAY AIR DEVICES ARE DETERMINED BY BLOCKED OFF SECTIONS ON THE DRAWINGS SYMBOL KEY: 2.FURNISH WITH INTEGRAL THERMOSTAT. A.FIRST LETTER:S-SUPPLY,E-EXHAUST,T-TRANSFER,R-RETURN 3.UNITS ARE DUAL VOLTAGE RATED,AS l OR 3PHASE,AMPS ARE SHOWN AT I PHASE.NAMEPLATE FOR 3 PHASE OPERATION TO BE PROVIDED WITH THE UNIT.FIELD MODIFYUNITPERMANUFACTURER'SWRITTEN INSTRUCTIONS AND INSTALL AS 3 PHASE OPERATION.CHANGE UNIT NAMEPLATE TO CORRESPONDING 3 PHASE m ® SECOND LETTER:O-DIFFUSER,R-REGISTER,G-GRILLE OPERATION. B.LEAD-IN DUCT SIZE,UNLESS NOTED OTHERWISE 1-WAY 2-WAY 2-WAY 3-WAY 4-WAY C.CFM ELECTRIC COVE HEATER SCHEDULE EQUIPMENT SIZE MOUNTING MATERIAL NO. STYLE SURFACE LAY-IN HARD DUCT- STAINLESS ALUMINU OBD MANUFACTURER MODEL NOTES FACE NECK EXPOSED DOOR STEEL ELECTRICAL SIDEWALL CEILING CEILING SIDEWALL STEEL M EQUIPMENT NOMINAL WEIGHT 4WAY DIFFUSER NO. R SERVED LENGTH (LgSI MANUFACTURER MODEL NOTES _ _ _ -- TATTLE&BAILEY M 1,2,3,4 VOLT/PH/HZ WATTS AMPS SG-1 6x6 BEVELED FACE % %4 AY 24x24 '^ AN ER -- -- -- -- -- -- -- J CH-1 STORAGE 106 120/1/60 1200 10.0 94" 70 QMARK RCC12012C 1,2 SG-2 24x 24 12 x 12 IN 4x24 PANEL X X TUTTLE&BAILEY M 1,2,3,4 ADJUSTABLE BLADE X -- TATTLE&BAILEY T64 1,2,3,E CH-2 RESTROOM 104 120/1/60 600 5.0 1.. 6 QMARK RCC6012C 1,2 R x DOUBLE DEFLECTION ALTERNATE MANUFACTURERS:BERKO,BRASCH,INDEECO,MARKEL RG-1 24x 24 22 x 22 35 0-3/4"SPACED X -- -- -- -- -- X -- -- TUTTLE&BAILEY T80D 1,2,3,6 NOTES: VERTICAL BARS z L FURNISH WITH END CAPS AND NttIINTINI BRACKET. 35°-3/4"SPACED 2.FURNISH WITH INTEGRALTHERMOSTAT WITH POSITIVE OFF. EG-I -- lOx 14 -- -- -- X -- -- -- X -- -- TUTTLE&BAILEY T80D 1,2,3,7 VERTICAL BARS ALTERNATE MANUFACTURERS:TITUS,PRICE,META L-AIRE,NAILOR,CA RN ES,KRUEGER 1 NOTES: 1.VE 1111 ALL INSTALLATION MOUNTING TYPE WITH ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ORDERING. w 2.FINISH TO BE MODEL'S STANDARD WHITE FINISH. W J 3.PAINT I NSIDE OF DUCT"FLAT BLACK". Y c) 4.SUPPLY GRILLE TO BE SQUARE NECK WITH MINIMUM CAN HEIGHT PER DETAIL ON M4.0.SHORTERCANS WILL NOT BE ACCEPTED. 7 � Q 5.PROVIDE GRILLES WITH FRONT BLADES PARALLEL TO THE SHORT DIMENSION. O � 6.MINI MUM HEIGHT OF RETURN,EXHAUST,AND TRANSFER CANS TO BE PER DETAIL ON M4.0.SHORTER CANS W ILL NOT BE ACCEPTED. w 7.PROVIDE GRILLES WITH BLADES PARALLEL TO THE SHORT DIMENSION. G 0 W C6i VJ ROOFTOP PACKAGED UNIT SCHEDULE Q LL UQQ COOLING HEATING-NATURALGAS ELECTRICAL ui IV z \ EQUIPMENT NOM. SUPPLY E.S.P. OUTSIDE WEIGHT v >If I 2 NO. AREA SERVED TON AIR(CFM) (IN.WC) AIR(CFM) ARI___FAR MINI MUMGROSS STAGES NOMINAL STAGES VOLT/PH/HZ MCA MOCP IRS MFG'R MODEL NOTES EER SEER SENSIBLE(MBFI INPUT(MBN) RTU-1 LOBBYAREA 4 1,600CFM 0.6" 6511M -- 14.0 BE.1 MBH 1 67MBH 1 208/3/60 26.0 30 700 CARRIER 48FCDA05 1THR17 REVISIONS NO. REMARKS ALTERNATE MANUFACTURERS:DAIKIN,TRANE,AAON,CARRIER,YORK,LENNOX. NOTES: 1.UNIT CAPACITIES RATED AT 3,734 FEET ELEVATION AND COOLING CONDITIONS OF 80/62FDB/WB EAT,98 F DB OAT.COOLING CAPACITY IS MINIMUM GROSS SENSIBLE. CITY APPROVED PLANS 2.PROVIDE PREFABRICATED 14"ROOF CURB. 3.PROVIDE WITH CONDENSATE TRAP AND 2"FILTER RACK WITH 2"MERV 8 FILTERS. PLANS MUST eE oNJD6SITE 4.PROVE DE A CONDENSATE OVERFLOW SWITCH FOR THE EVAP COIL PAN. FOR ALLINSPEttI0N5 S.PROVIDE 7-DAY PROGRAMMABLE STAT WITH TOD FUNCTION,HONEYWELL TH8320 OR EQUAL. CHECKED CRA 6.PROVIDE WITH 1 STAGE OF COOLING AND 1 STAGE OF GAS HEAT. DATE AUGUST 20,2024 7.PROVI DE WITH MAN UAL OUTSI DE Al R DAMPER, DRAWN TSM RTU OPERATION&SETUP: JOB NO. RTU-1: SHEET NUMBER A.STARTUP AND CHECKOUT UNIT PER MANUFACTURERS WRITTEN INSTRUCTIONS.PROVIDE A COPY OF THE SIGNED START-UP SHEETTO THE OWNER. B.PROVIDE INITIAL THERMOSTAT PROGRAMMING.COORDINATE THE OCCUPIED/UNOCCUNED SCHEDULE ANDTEMPERATURE SET POINTS WITH THE OWNER.PAN TORUN CONTINUOUS DURING OCCUPIED HOURS. ®C ENO, EERING M3.0 C.I NSTALL AND WIRE INA CONDENSATE OVERFLOW SWITCH ON THE EVAP COIL PAN TO SHUTDOWN UNIT ON ACTIVATION. �ru� Y s54s_ D.BALANCE OSA DAMPER TO OSA VALUES AS SHOWN ABOVE. J k 49EJ, ,8..E}vT Phone:2082882181 Project: 24GM01 0 m Wcoo ROOFTOP UNIT PRE-FAB CURB,PROVIDE IA DISCONNECT SWITCH AND INSTALL BY THE HVAC W CO BY ELECTRICAL ® HOOD, OR EC REQUIRE R CONTRACTOR. CONTRACTOR HOOD,AS REQUIRED. O WG N GRILLE CAN SAME SIZE AS AFLEX ,ONE ON INNER AND MANUAL GAS SHUT-OFF �� 120 VOLT POWER CONVENIENCE GRILLE SQUARE NECKR LINER,SECURE BANDS VALVE AND DRIP LEG BY OUTLET,BY ELECTRICAL CONTRACTOR, NAILER STRIP,PROVIDED Q + m SUPPLY HAND DAMPER TYP.,UNLESS PLUMBING CONTRACTOR. PP. ETAL SCREWS,TYP. REFER TO ELECTRICAL SHEETS. WITH CURB. SHOWN AT AN ALTERNATE LOCATION OR A TOP CONNECTION TO THE GRILLE GRILLE IS SPECIFIED WITH AN OBD ® Q' co MAY BE USED IF SPACE ALLOWS. RIGID INSULATION, TO GAS SUPPLY UNE WRAP DUCTWORK WITHIN BY ROOFING CONTRACTOR. GRILLE CAN TO BE A MINIMUM OF 6" Jn S co DUCT i ^� TALL FOR TOP CONNECTIONNA SUPPLY OR RETURN BY THE PLUMBING CURB WITH 1-1/2° a "o CONTRACTOR,REFER TO / DUCTWRAP(TYP.) FLASHING,BY HVAC "GLOBE STYLE" a DUCT PER DRAWING \\ VENT CAP WITH BIRD SCREEN PLUMBING SHEETS. i CONTRACTOR. � \ i w PAINT INSIDE OF GRILLE / c� m CAN'FLAT BLACK' - ROOFING,BY ROOFING 0 INSTALL CONDENSATE OVERFLOW / z= CONTRACTOR,REFER TO STORM COLLAR(SEAL TO DUCT) UCT SIZE o SWITCH ON THE EVAP COIL PAN. ARCHITECTURAL SHEETSFLEX DUCT.MAX. / ROOFING CONTRACTOR TO PROVIDE AND PRINT WIRE SWITCH TO SHUT DOWN UNIT LENGTH 8'-0° ON ACTIVATION,BY HVAC INSTALL ROUND BOOT,REFER TO CANT STRIP,BY ROOFING CONTRACTOR. ROOF CURB,SEE ARCHITECTURAL SHEETS Q COLLAR TO BE MINIMUM RETURN AIR DETAIL 2,THIS CONTRACTOR-IF REQUIRED W T-BAR T-BAR SQUARE NECK OF 3"ABOVE BOTTOM CONTROL WIRING TO INDOOR DUCT SHEET. LEVELING STRIP,PROVIDED MEMBRANE ROOF,SEE CEILING CEILING DIFFUSER OF GRILLE CAN SUPPLY AIR ARCHITECTURAL SHEETS. THERMOSTAT BY HVAC DUCT FLEXIBLE CONNECTION AND INSTALLED BY HVAC EB CONTRACTOR. (TYP.) CONTRACTOR. Q NOTES: CONDENSATE DRAIN TRAP,BY HVAC TRIM DUCT OPENINGS AT HVAC CONTRACTOR m 1. WHERE GRILLE IS SPECIFIED AS SQUARE NECK BY THE SCHEDULE,FACTORY ROUND CONTRACTOR. BOTTOM OF ROOF DECK TO SECURE CURB co NECK GRILLE IS NOT ACCEPTABLE. WITH SHEET METAL,BY AND LEVEUNG STRIP VENT DUC 2. THE GRILLE CAN AND FLEX DUCT CONNECTION CRITERIA TO REMAIN THE SAME FOR HVAC CONTRACTOR. TO ROOF DECK. STRUCTURE N INSTALLATION OF GYP.BOARD GRILLES AND/OR RETURN GRILLES. 3. IF RUNOUT TO THE GRILLE IS LARGER THAN THE GRILLE CAN,INSTALL A REDUCER AT THE CONNECTION TO THE GRILLE CAN. TO POWER SUPPLY BY ELECTRICAL CONTRACTOR. ROOF DECK,REFER TO ARCHITECTURAL DRAWINGS FOR TYPES. _ 4 TYPICAL DIFFUSER CONNECTION DETAIL 3 GAS RTU DOWNFLOW DETAIL 2 ROOF CURB DETAIL 1 EXHAUST/OUTSIDE AIR VENT DETAIL Q = > SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS U o . MAINTAIN MANUFACTURERS RECOMMENDED CONSULTANT STAMP CLEARANCE REQUIREMENTS VONAL OUTDOOR UNIT(STANDARD OR MINI SPLIT TYPES) d A 8602 N� O Fy I, 08/20/2024 ARCHITECT STAMP 1 "B-VENT" VENT CAP REFRIGERANT SUCTION LINE WTH BLE STORM COLLAR 4°0 PVC WITH LONG SWEEP ELASTOMERIC INSULATION TYPE"B"GAS VENT (SEAL TO ELBOW TERMINATED AT A 45'ANGLE. SIZED PER CODE. SEAL OPENING WEATHERTTTE. ROOFING CONTRACTOR STORM COLLAR ROOFING CONTRACTOR IIII LINESET TO OUTDOOR UNIT REFRIGERANT TO PROVIDE AND INSTALL TO PROVIDE AND INSTALL iiii 2 LIQUID LINE ROUND BOOT,REFER TO MEMBRANE ROOF,SEE ROUND BOOT,REFER TO MEMBRANE ROOF,SEE ARCHITECTURAL SHEETS. ARCHITECTURAL SHEETS. POWER CONDUCTORS AND CONDUIT ARCHITECTURAL SHEETS ARCHITECTURAL SHEETS iiii 7 hillO 3 FffTING SLEEVE DETAIL KEYED NOTES: J TO PROVIDE CLEARANCE J TO COMBUSTIBLES nn 1. ALL PENETRATIONS THROUGH THE WALL TO BE INSTALLED WITH AN ESCUTCHEON TYPE°B"GAS VENTMINIMUM TWO POINTS OF RING AND SEALED WEATHER TIGHT. TO MECHANICAL UNIT, SUPPORT TO STRUCTURE,NO 2. CONTROL WIRING TO CONDENSING UNIT BY HVAC CONTRACTOR,ROUTE WITH LINE SEE MECHANICAL PLANS PLUMBING TAPE ALLOWED SET. ANY EXPOSED WIRING TO THE OUTDOORS TO BE UV SUNUGHT FOR VENT SIZES RESISTANT/WATER PROOF JACKET. Z LINESET TO INDOOR UNIT 3. ON STANDARD CONDENSING UNITS,CONDUCTORS AND CONDUIT BY ELECTRICAL CONTRACTOR,REFER TO ELECTRICAL SHEETS. ON MINI SPLIT CONDENSING UNITS,HVAC CONTRACTOR TO PROVIDE AND INSTALL POWER/CONTROL CABUNG PER MANUFACTURER'S CRITERIA COORDINATE WITH THE ELECTRICAL CONTRACTOR IF CONDUIT IS REQUIRED. 7 TYPE B GAS VENT DETAIL 6 LINESET THROUGH ROOF DETAIL W Lu SCALE:NTS SCALE:NTS 5 CONDENSING UNIT DETAIL o SCALE:NTS � Y (TYPICAL GENERAL CONNECTIONS-NOT JOB SPECIFIC,APPLICABLE TO z Ol J STANDARD AND MINI SPLIT TYPE UNITS AS NOTED ABOVE.) 50 p G F— LLI C i 0 U) J QLL U 0 2 REVISIONS NO. REMARKS CHECKED CRA DATE AUGUST 20,2024 DRAWN TSM ® JOB NO. CITY APPROVED PLANS miUmm SHEET NUMBER PLANS MUST BE ON JOB WE ®rs ENGINEERING CLy'®L FOR ALL INSPERIONS �y�Leauafu N G l NY G(E N M4.0 PQJY,ww hn e t 6* Phone:2082882181 PnOjed: 24GM01 PLUMBING SPECIFICATIONS 1 7 PROJECT CLOSE-OUT 4. PROVIDE 12°MINIMUM GRANULAR MATERIAL FOR PIPING COVER,OR AS REQUIRED B LOCAL CODES PLUMBING LEGEND o C PART 1 - GENERAL -SD- STORM DRAIN im A. CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR ANY DEFECTS IN A ALL INSULATION SHALL MEET FLAME/SMOKE SMOKE SPREAD RATING OF 25 50 ACCORDING TO ASW E84 AND OR MEETING REQUIREMENTS OF ASTM D2321. ��PRESSURE REDUCING VALVE 1.1 GENERAL INTENT / / -REDS- HEATING WATER SUPPLY LINE A THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,AND WORKMANSHIP OR EQUIPMENT,WHICH DEVELOP WITHIN ONE YEAR FROM ACCEPTANCE BY THE NFPA 90A 5. PROVIDE LOCAL C ES,OR MATERIAL ABOVE GRANULAR FILL FI GRADE.CONSULT GEOTECHNICAL OWNER. CONTRACTOR MUST ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED TO REPAIR B. INSULATION TYPES: REPORT,LOCAL CODES,OR ASTM D2321 FOR APPROVED BACKFlLL MATERIAL. -HWR- HEATING WATER RETURN LINE ��BALL VALVE O EQUIPMENT,NECESSARY,OR REASONABLY INFERABLE AS BEING NECESSARY,FOR FURNISHING,INSTALLATION W AND TESTING,COMPLETE AND READY FOR SAFE OPERATION OF THE SYSTEMS DESCRIBED HEREIN. OR REPLACE HIS WORK AS WELL AS WORK OF OTHER TRADES THAT MAY BE AFFECTED BY THIS 1. FLEXIBLE ELASTOMERIC: CLOSED-CELL,SPONGE-OR EXPANDED-RUBBER MATERIALS. COMPLY WITH 0. CONNECT GAS PIPING TO APPLIANCES USING GAS SHUT-OFF VALVES,DIRT-LEGS,AND UNIONS. INSTALL -CHWS- CHILLED WATER SUPPLY LINE �REDUCER LD O B. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS MADE A REPLACEMENT. ASTM C 534,TYPE FOR TUBULAR MATERIALS AND TYPE II FOR SHEET MATERIALS. VALVE UPSTREAM OF AND WITHIN 72"OF EACH APPLIANCE INSTALL UNION DOWNSTREAM FROM VALVE. -CREDIT- CHILLED WATER RETURN LINE W THOROUGH EXAMINATION OF THE SITE,AND ALL EXISTING CONDITIONS AND UMITATIONS WHICH AFFECT THIS B. CONTRACTOR SHALL MAINTAIN A REDLINED SET OF CONSTRUCTION DRAWINGS SHOWING DEVIATIONS 2. GLASS-FIBER,PIPE INSULATION: GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. SEMI RIGID PROVIDE FLEXIBLE CONNECTOR AT ALL EQUIPMENT THAT EXPERIENCES VIBRATION. GATE VALVE WCO WORK. LATER CLAIMS SHALL NOT BE MADE FOR LABOR,EQUIPMENT OR MATERIALS REQUIRED BECAUSE BETWEEN THE DRAWINGS AND INSTALLED CONDITIONS. THESE SHALL BE TURNED OVER TO THE BOARD MATERIAL WITH FACTORY-APPLIED ASJ JACKET COMPLYING WITH ASTM C 1393,TYPE II OR P. INSTALL CALIBRATED BALANCING VALVES IN EACH HOT-WATER CIRCULATION RETURN BRANCH AND -CS- CONDENSER WATER SUPPLY LINE GLOBE VALVE C L9 III OF DIFFICULTIES ENCOUNTERED,WHICH COULD HAVE BEEN FORESEEN DURING SUCH AN EXAMINATION. OWNER AT ACCEPTANCE OF THE WORK. TYPE IIIA CATEGORY 2,OR WITH PROPERTIES SIMILAR TO ASTM C 612,TYPE IB. NOMINAL DENSITY DISCHARGE SIDE OF EACH PUMP AND CIRCULATOR. SET CAUBRATED BALANCING VALVES PARTLY OPEN TO -CR- CONDENSER WATER RETURN LINE C. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE EXTENT,GENERAL CHARACTER,AND LOCATION OF THE cc OD WORK TO BE PERFORMED. WHERE MINOR ADJUSTMENTS OF THE WORK ARE NECESSARY FOR PURPOSES C. PROVIDE THREE(3)COMPLETE SETS OF OPERATION AND MAINTENANCE MANUALS. THESE ARE IS 2.5 LB/CU.FF.OR MORE. THERMAL CONDUCTIVITY(K-VALUE)AT iW DEG F IS 0.29 BTU X IN. RESTRICT BUT NOT STOP FLOW. 2 WAY CONTROL VALVE TO INCLUDE ALL EQUIPMENT CUT-SHEETS,MANUFACTURERS RECOMMENDED MAINTENANCE /H X SQ.FT.X DEG F OR LESS. Q. INSTALL ESCUTCHEONS FOR PENETRATIONS OF WALLS,COUNGS,AND FLOORS ACCORDING TO THE -CD- CONDENSATE DRAIN LINE Q N OF FABRICATION OR INSTALLATION OF ITEMS,THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS WITH NO . 3 WAY CONTROL VALVE ADDFD COMPENSATION. WHERE SUCH ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE PROCEDURES,MANUFACTURERS WARRANTEE INFORMATION,AND CONTRACTORS WARRANTEE LETTER 3• JACKETS: FOLLOWING: ---D--- DEMO WORK,THEY SHALL FIRST BE SUBMITTED TO THE ARCHITECT FOR RENEW AND APPROVAL AND CONTACT INFORMATION. o. PROVIDE ALUMINUM JACKET TO COMPLY WITH ASTM B 209,ALLOY 3003,3005,3105 OR 5005, 1. BARE PIPING AT WALL AND FLOOR PENETRATIONS IN FINISHED SPACES,AND WITHIN CABINETS AND -GW- GREASE WASTE �CHECK VALVE O + m D. SITE UTIUTIES: THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING D. PROVIDE THREE(3)REVIEWED BALANCE REPORTS OF WATER AND AIR SYSTEMS AS APPLICABLE. TEMPER H-14,ON ALL EXTERIOR PIPING WITH INSULATION. PROVIDE 3-MIL VAPOR BARRIER. MILLWORK: ONE-PIECE,CAST-BRASS TYPE WITH POLISHED CHROME-PLATED FINISH. ' SOLENOID VALVE (� On SERVICES. COORDINATE WORK WITH THE SITE UTILITIES CONTRACTOR TO ENSURE PROPER INVERT C. INSULATION SCHEDULE: R. INSTALL MANUFACTURED PIPE MARKERS INDICATING SERVICE ON EACH PIPING SYSTEM. INSTALL WITH -SO- SANITARY SAND&OIL ELEVATION,PIPE SLOPE GRADIENT,PIPE SIZE AND SEPARATION WITHIN TRENCH WORK. NOTIFY ARCHITECT - PRODUCTS 1. DOMESTIC COLD WATER: FLOW INDICATION ARROWS SHOWING DIRECTION OF FLOW. SPACE AT MAXIMUM INTERVALS OF 50 FEET -$$- SANITARY SEWER �O�BALANCE VALVE Q' m OR ENGINEER OF ANY cli DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. PIPE MATERIALS A O. ALL SIZES: INSULATION SHALL BE ANY OF THE FOLLOWING: ALONG EACH RUN. REDUCE INTERVALS TO 25 FEET IN AREAS OF CONGESTED PIPING AND EQUIPMENT. -CWV- COMBINATION WASTE&VENT 0 E. COMPLY WITH ALL LOCAL AND STATE CODES REGARDING SEISMIC SUPPORT AND ISOLATION. NOT ALL S. All VENT-THROUGH-ROOF(VIR)PENETRATIONS SHOWN ON PLANS ARE PREUMINARY. FINAL LOCATIONS __ __ ��1-GAS COCK L SEISMIC REQUIREMENTS ARE SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL MEET THE REQUIREMENTS A. ABOVE GRADE DOMESTIC WATER PIPING SHALL BE ANY OF THE FOLLOWING: 1) FLEXIBLE ELASTOMERIC: 1/2 INCH THICK. ARE TO BE COORDINATED WITH ALL TRADES. ALL VTR$SHALL BE A MINIMUM Of TEN FEET FROM ANY -V - VENT t "Loo OF THE AUTHORITY HAVING JURISDICTION FOR SEISMIC SUPPORT/ISOLATION OF HIS WORK. 1. ALL SIZES:HARD COPPER TUBE CONFORMING TO ASTM B-88,TYPE L;COPPER PRESSURE 2) GLASS-FIBER PIPE INSULATION,TYPE I: 1/2 INCH THICK. FRESH AIR INTAKE THIS CONTRACTOR TO BE RESPONSIBLE FOR THE PROPER FLASHING AND SEALING OF -RD- ROOF DRAIN LINE ,�BUTTERFLY VALVE a 1.2COORDINATION FTTNNGS PER ASME B16.18;AND ALLOY SN95 SOLDER WfTH WATER SOLUBLE FLUX. 2. DOMESTIC HOT WATER: VTR PENETRATIONS OF THE ROOF ASSEMBLY. -OD- OVERFLOW DRAIN LINE �OS&Y VALVE W A. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF A SATISFACTORY,COMPLETE,AND FULLY 2. NPS 1 AND SMALLER: PEX PER ASTM F 877,SDR 9 TUBING,DISTRIBUTION MANIFOLD, o. SMALLER THAN NPS 2: INSULATION SHALL BE ANY OF THE FOLLOWING: T. INDIRECT WASTE PIPING SHALL TERMINATE AT APPROVED RECEPTACLE WITH AIR GAP PER PLUMBING CODE -CW- DOMESTIC COW WATER 0 •0 INSERT FITTINGS AND CRIMPED JOINTS. AND AHJ REQUIREMENTS. _ STRAINER OPERATIONAL PIECE OF WORK IN ACCORDANCE WITH TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 2 1) FLEXIBLE EIASTOMERIC: THICKNESS OF NOT LESS THAN THE DIAMETER OF THE PIPE. -HW- DOMESTIC HOT WATER m B. CONTRACTOR SHALL CONSULT ALL DRAWINGS FOR THE PROJECT TO DETERMINE THAT THE WORK AND B. BELOW GRADE DOMESTIC WATER PIPING SHALL BE ANY OF THE FOLLOWING: 2) GLASS-FIBER PIPE INSULATION,TYPE I: THICKNESS OF NOT LESS THAN THE DIAMETER OF SAFETY RELIEF VALVE i EQUIPMENT WILL FIT AS PLANNED. -HWC- DOMESTIC HOT WATER RECIRC W m 1. SOFT COPPER TUBE,TYPE K OR L CONFORMING TO ASTM B-88;COPPER PRESSURE THE PIPE. P. PROVIDE PIPING HANGERS,SUPPORTS AND BUIWING ATTACHMENTS FROM ERINNELL,B-LANE,O.Z., cC. TI1E LOCATDN OF PIPING,DUCT$,EQUIPMENT,ETC.,SHALL BE CHECKED TO ENSURE CLEARANCE FROM VALVE IN VERTICALOPENINGS,STRUCTURAL MEMBERS,CABINETS,LIGHTS,OUTLET$AND EQUIPMENT HAVING FIXED LOCATIONS. FITTINGS;AND SOLDERED JOINTS. b. NPS 2 AND LAGER: INSULATION SHALL BE ANY OF THE FOLLOWING: SUPER-STRUT,GEDNEY,MICHIGAN HANGER,BERGEN/CARPENTER,OR PATTERUN. -MPG- MEDIUM PRESSURE NATURAL GAS C THISSHALLBE ACCOMPUSHED PRIOR TO FABRICATION OF PIPE OR DUCTS. 2. WRAP BURIED METAWC PIPE PER ASTM A 674 OR AWWA C105,HOPE,CROSS LAMINATED PE 1) GLASS-FIBER PIPE INSULATION,TYPE I: 2 INCH THICK. Q. SUPPORT ALL DUCTWORK,PIPING,AND EQUIPME14T AS REQUIRED BY THE LOCAL CODES,MANUFACTURER'S -NG- LOW PRESSURE NATURAL GASFLOOR SINK Q D. IF,AT ANY TIME,AND IN ANY CASE,CHANGES IN LOCATION OF PIPING,DUCTS,EQUIPMENT,ETC., FILM OF 0.004-INCH(0.10-MM)OR LLDPE,CROSS LAMINATED PE FILM OF 0.008-INCH 3. STORM DRAINAGE PIPING: RECOMMENDATIONS,AND STANDARD INDUSTRY PRACTICE. -F- FIRE SPRINKLER LINE FLOOR DRAIN T BECOMES NECESSARY DUE TO EXISTING OBSTACLES OR INSTALLATION OF OTHER TRADES SHOWN ON ANY (0.20-MM)MINIMUM THICKNESS. O. DRAIN BODIES AND HORIZONTAL PIPING. INSULATION SHALL BE ONE OF THE FOLLOWING: C. INSTALL HANGERS FOR STEEL PIPING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING AND MINIMUM W OF THE PROJECT DRAWINGS AND SUCH CONVICT COULD HAVE BEEN AVOIDED BY PROPER COORDINATION 3. HOPE HIGH DENSITY POLYETHYLENE)PLASTIC PIPE AND FITTING FOR WATER SERVICE ENTRY 1) GLASS-FIBER PIPE INSULATION,TYPE I: 1 2 INCH THICK. ROD DIAMETERS: -CA- COMPRESSED AIR GRADE CLEANOUT THECBETWEEN TRADES OR PROPER PRE-PLANNING OF WORK,SUCH REQUIRED CHANGES SHALL C MADE BY ( / THE CONTRACTOR AT NO EXTRA COST. THESE CHANGES ARE TO BE RECORDED ON THE RECORD PIPING. 2) 4"BAR INSULATION MAY BE USED FOR DRAIN BODIES. 3. NPS 1-1/4 AND SMALLER: 84 INCHES WITH 3/8-INCH ROD. -MA- MEDICAL AIR � W FLOOR CLEANOUT DRAWINGS. a. PIPE CONFORMING TO ASTM D 2239,ASTM D 2737,AWWA C901,MINIMUM 160 PSI D. ACCEPTABLE MANUFACTURER$: ARMSTRONG,CERTAINIEED,OWENS-CORNING,JOHNS MANVLLE,ARMACELL 4. NPS 1-1/2: 108 INCHES WITH 3/8-INCH ROD. -MV- MEDICAL VACUUM Q E. THIS CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL INCIDENTAL ELECTRICAL INTERCONNECTIONS,CONTROL PRESSUREPART 3 - EXECUTION 5. NPS 2: 10 FEET WITH 3/8-INCH ROD. ,�++----y� ��WALL CLEANOUT m WIRING,ETC.,WHICH ARE NECESSARY FOR SYSTEM COMPLETION AND WHICH ARE NOT SPECIFICALLY SHOWN CLASS,SDR EQUAL TO 9. v BALANCE DEVICE m OR OTHERWISE INDICATED ON THE ELECTRICAL DRAWINGS OR SPECIFIED IN DIVISION 26. 3.1 EXAMINATION 6. NPS 2-1/2: 11 FEET WITH 1/2-INCH ROD. --�--VENT THROUGH ROOF b. FITTINGS CONFORMING TO ASTM D 2609,METAL INSERT FIRING AND TWO STAINLESS lh F. ALL ELECTRICAL WORK INCIDENTAL TO OR ACCOMPLISHED UNDER THIS DIVISION SHALL COMPLY WITH ALL STEEL A VERIFY FINAL LOCATIONS FOR ROUGH-INS WITH FIELD MEASUREMENTS AND WITH THE REQUIREMENTS OF 7. NPS 3 AND NPS 3-1/2: 12 FEET WITH 1/2-INCH ROD. �y HOSE BIBB E) �PIPE DOWN N REQUIREMENTS OF DIVISION 126. THE ACTUAL EQUIPMENT TO BE CONNECTED. 8. NPS 4 AND NPS 5: 12 FEET WITH 5/8-INCH ROD. * IN-LINE PUMP G. PLANS ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IT RESPONSIBLE FOR REFERRING TO THE DESIGN CHAPS;FOR OVER EAND INCH,SPECIAL,HEAVY DUN TIGHTENING CLAMPS. B. LOCATIONS OF EQUIPMENT AND DEVICES,AS SHOWN ON THE DRAWINGS,ARE APPROXIMATE UNLESS 9. NPS 6: 12 FEET WITH 3/4-INCH ROD. �O PIPE UP DOCUMENTS FOR All OTHER DISCIPLINES FOR PROTECT CONSTRUCTION AND OTHER DETAILS WHICH C. ABOVE GRADE SANITARY WASTE AND VENT SHALL BE ANY OF THE FOLLOWING: DIMENSIONED;DO NOT SCALE DRAWINGS. EXACT LOCATIONS Of SUCH ITEMS SHAH BE DETERMINED BY 10.INSTALL SUPPORTS FOR VERTICAL STEEL PIPING EVERY 15 FEET. !� PIPE BREAK AFFECT THE MECHANICAL INSTALLATION. CONTRACTOR SHALL CONFER WITH ALL OTHER TRADES FOR FINISH 1. HUBLESS CAST-IRON SOIL PIPE AND FITTINGS;STANDARD AND HEAVY-DUTY SHIELDED, THE ARCHITECTS REPRESENTATIVE AND/OR DETERMINED FROM SPECIAL DETAILS AND DRAWINGS. VERIFY D. INSTALL HANGERS FOR COPPER TUBING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING AND �OVERFLOW DRAIN I~UNION ADJACENT TOG WORK AND ARRANGE TO HAVE VISIBLE PORTIONS OF THIS WORK(SUCH AS ACCESS STAINLESS-STEEL COUPLINGS;AND HUBLESS-COUPLING JOINTS THE PHYSICAL DIMENSIONS OF EACH ITEM OF MECHANICAL EQUIPMENT TO FIT THE AVAILABLE SPACE AND MINIMUM ROD DIAMETERS: CAP DOORS,VALVES,SPRINKLER HEADS,ESCUTCHEONS,ETC.)MERGE WITH THE FINISH IN A MANNER 2. SOLID WALL ADS PIPE PER ASTM D 2661,SCHEDULE 40,ADS SOCKET FITTINGS,AND PROMPTLY NOTIFY THE ARCHITECT PRIOR TO ROUGHING-IN IF CONFLICTS APPEAR. COORDINATION OF __O�ROOF DRAIN SATISFACTORY TO THE ARCHITECT. 1. NPS 3/4 AND SMALLER: 7 INCHES WITH IT 3/8-INCH ROD. DOUBLE CHECK SOLVENT-CEMENTED JOINTS. DIVISION 15 EQUIPMENT AND SYSTEMS TO THE AVAILABLE WIRING,EQUIPMENT,DUCTWORK,PIPING,ETC. H. CONTRACTOR SHALL TOR MAY ALL SERVICEABLE ITEMS(VALVES,CLEANOUIS,COILS,ETC.)SO TNU THE 2. NPS 1 AND NPS 1-1/4: 72 INCHES WITH 3/8-INCH ROD. GAS PRESSURE REGULATOR BACKFLOW PREVENTER <D = m SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE INSTALLATION SHALL BE CONCEALED WITHIN _ CEILING SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD S WORK TYPE 3. SOLID WALL PVC PIPE PER ASTM D ENTE SCHEDULE 40 DRAIN,WASTE,AND VENT,WC w i_ BUILDING CONSTRUCTION,OR EXPOSED IN MECHANICAL ROOMS,UNLESS OTHERWISE NOTED. 3. NPS 1-1/2 AND NIPS 2: 96 INCHES WITH 3/8-INCH ROD. r��t,�w REDUCED PRESSURE Q i P >- CEILING NOT BET THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK UNLESS SOCKET FfTITNGS,AND SOLVENT-CEMENTED JOINTS. XX-X FIXTURE CALLOUT 1^1�I�I� SPECIFICALLY NOTED ON THE DRAWINGS. ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS PANELS 4. NPS 2-1/2: 108 INCHES WITH 1/2-INCH ROD. XRP BACKFLOW PREVENTER 4. CELLULAR-CORE ABC PIPE PER ASTM F 628,SCHEDULE 40. U -a '� X - PRIOR TO INSTALLATION. A UNLESS SPECIFICALLY PROVIDED FOR ELSEWHERE IN THESE DOCUMENTS,THIS CONTRACTOR SHALL 5. NPS 3 TO NPS 5: 10 FEET WITH 1/2-INCH ROD. DETAIL CALLOUT N �4 � 5. CELLULAR-CORE PVC PIPE PER ASTM F 891,SCHEDULE 40. §~ I. CEILING HEIGHTS: ARCHITECTURAL DRAWINGS WORK BE CHECKED FOR CEILING HEIGHTS,WALLS,AND INCLUDE IN HIS BID THE COMPLETE EXCAVATION AND BACKFlLL COST REQUIRED TO INSTALL HIS WORK 6. NPS 6: 10 FEET WITH 5/8-INCH ROD. X'X POINT OF CONNECTION LL m D °a CABINETS THAT ARE INTENDED TO CONCEAL WORK OF THIS SECTION. WHERE CONFLICTS OCCUR,THE D. BELOW GRADE SANITARY WASTE AND VENT SHALL BE ANY OF THE FOLLOWING: e EQUIPMENT CALLOUT i w AS SPECIFIED UNDER DIVISION 15(MECHANICAL)OF THIS SPECIFICATION. CONTRACTOR SHAH PROVIDE 7. INSTALL SUPPORTS FOR VERTICAL COPPER TUBING EVERY 10 FEET. Z g ARCHITECT SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE WORK. LOCATION OF EXPOSED WORK 1. HUBLESS CAST-IRON SOIL PIPE AND FIRINGS PER CISPI 301;HEAVY-DUTY SHIELDED, ALL NECESSARY SAW-CURING,EXCAVATION,SHORING AND BACKFIWNG REQUIRED FOR THE PROPER E. INSTALL HANGERS FOR CAST-IRON SOIL PIPING WITH THE FOLLOWING MAXIMUM No SPACING AND J µ.I SUCH AS PIPING,VALVES,SPEAKERS,SPRINKLER HEADS TAKE PRECEDENCE OVER CONCEALED WORK. STAINLESS STEEL COUPLINGS;AND HUBLESS-COUPLING JOINTS. INSTALLATION OF HIS WORK,INSIDE BUILDING AND PREMISES,OR OUTSIDE AS MAY BE NECESSARY. �l QUICK DISCONNECT > ~6 B J. CONTRACTOR SHALL EXERCISE CARE TO MINIMIZE ANY DISTURBANCE TO ADJACENT AREAS OF THE BUILDING 2. SOLID WALL ALBS PIPE PER ASTM D 2661,SCHEDULE 40,ALBS SOCKET FITTINGS,AND DAMAGES RESULTING FROM IMPROPER SHORING OR FAILURE TO SHORE SHALL BE THE SOLE MINIMUM ROD DIAMETERS: WHICH ARE TO REMAIN IN OPERATION. ISOLATE WORK AREAS BY TEMPORARY PARTITIONS,TARPS,ETC.,TO SOLVENT-CEMENTED JOINTS. RESPONSIBILITY OF THE CONTRACTOR. 1. NPS 1-1/2 AND NPS 2: 60 INCHES WITH 3/8-INCH ROD. CONSULTANT STAMP KEEP DUST AND DIRT IN THE CONSTRUCTION AREA 3. SOLID WALL PVC PIPE PER ASTM D 2665,SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC B. PROVIDE ALL VALVES,AND CONTROL DEVICES REQUIRED TO COMPLETE BALANCING OF SYSTEMS AS 2. NPS 3: 60 INCHES WITH 1/2-INCH ROD. K. PROVIDE All NECESSARY FLASHING,SEALING,ETC.,TO MAINTAIN THE WATERPROOF INTEGRITY C THE ABBREVIATIONS & DESCRIPTIONS BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF ITEMS AS REQUIRED BY THIS SCOPE OF SOCKET FITTINGS,AND SOLVENT-CEMENTED JOINTS. DESCRIBED IN THESE DOCUMENTS OR AS NORMALLY ASSOCIATED WITH THE SYSTEMS TO BE INSTALLED 3. NPS 4 AND NPS 5: 60 INCHES WITH 5/8-INCH ROD. �VDNAL WORK. 4. CELLULAR-CORE ASS PIPE PER ASTM F 628,SCHEDULE 40. WHETHER SPECIFICALLY CALLED FOR ON THE DRAWINGS,DETAILS OR SPECIFICATIONS OR NOT. IT SHALL 4. INSTALL SUPPORTS FOR VERTICAL CAST-IRON SOIL PIPING EVERY 15 FEET. Q, T8Tj L. INSTALL ALL WORK OF THIS SCOPE TO BE READILY ACCESSIBLE FOR OPERATION,MAINTENANCE,AND BE UNDERSTOOD,UNLESS SPECIFICALLY STATED OTHERWISE,THAT ALL SYSTEMS INSTALLED SHALL F. INSTALL HANGERS FOR ADS AND PVC PIPING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING AND ABC ABOVE CEIUNG KES KITCHEN EQUIPMENT SUPPUER �fQ REPAIR. MINOR DEVIATIONS FROM THE DRAWINGS MAY BE MADE TO ACCOMPLISH THIS,BUT CHANGES 5. CELLULAR-CORE PVC PIPE PER ASTM F 891,SCHEDULE 40. AFF ABOVE FINISHED FLOOR LPG LIQUEFIED PETROLEUM GAS i COMPLY WITH D,U UNLESS RECOGNIZED STANDARDS AND FEATURES. MINIMUM ROD DIAMETERS: INVOLVING OTHER TRADES MAY NOT BE MADE WITHOUT PRIOR APPROVAL. E. STORM DRAINAGE PIPING SHALL BE ANY OF THE FOLLOWING: C. INSTALL WALL-PENETRATION FITTING AT EACH SERVICE PIPE PENETRATION THROUGH FOUNDATION WALL. AV ACID VENT LWCO LOW WATER CUTOFF Q I� A M. ALL PENETRATIONS MADE THROUGH RATED ASSEMBUES TO ACCOMMODATE WORK OF THIS SECTION,MUST 1. HUBLESS CAST-IRON SOIL PIPE AND FITTING$PER CISPI 301;HEAVY-DUN SHIELDED, MAKE INSRUATION WATERTIGHT. 1. NPS 1-1/2 AND NPS 2: 48 INCHES WITH 3/8-INCH ROD. AW ACID WASTE MAX. MAXIMUM 8V�L BE SEALED TO MAINTAIN THE RATING OF SUCH ASSEMBLY BY A U.L.RECOGNIZED SEALING METHOD. STAINLESS-STEEL COUPLINGS;AND HUBLESS-COUPLING JOINTS. D. COORDINATE MECHANICAL SYSTEMS, ID 2. NPS 3: 48 INCHES WITH 1/2-INCH ROD. BFF BELOW FINISHED FLOOR MIN. MINIMUM N 0 A �''N. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF TI115 WORK. COORDINATE ALL 2. SOLID WALL ALBS PIPE PER ASTM D 2661,SCHEDULE 40,ALBS SOCKET FIRINGS,AND COMPONENTS. SEQUENCE,COORDINATE,ATE,AND INTEGRATEBUILDING INSTALLATIONS OF MECHANICAL MATERIALS AND 3. NPS 4 AND 5: 48 INCHES WITH 5/8-INCH ROD. BG BELOW GRADE NG NATURAL GAS cb BLOCKING,SUPPORT,ETC.,NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERAL SOLVENT-CEMENTED JOINTS. EQUIPMENT FOR EFFICIENT FLOW OF THE WORK. GIVE PARTICULAR ATTENTION TO LARGE EQUIPMENT 4. NPS 6: 48 INCHES WITH 3/4-INCH ROD. CA COMPRESSED AIR (N) NEW V ANN CONTRACTOR. 3. SOLID WALL PVC PIPE PER ASTM D 2665,SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC REQUIRING POSITIONING PRIOR TO CLOSING IN THE BUILDING.GIVE RIGHT-OF-WAY PRIORITY TO SYSTEMS 5. INSTALL SUPPORTS FOR VERTICAL ADS AND PVC PIPING EVERY 48 INCHES. CD CONDENSATE DRAIN N.O. NORMALLY OPEN(VALVE) 1.3 CODES STANDARDS PERMITS AND FEES SOCKET FITTINGS,AND SOLVENT-CEMENTED JOINTS. REQUIRED TO BE INSTALLED AT A SPECIFIED SLOPE, G. STEEL PIPE HANGER INSTALLATION: COMPLY WITH MSS SP-69 AND MSS SP-89. INSTALL RANGERS, CINH CAST IRON NO HUB N.C. NORMALLY CLOSED(VALVE) O8/20/2024 A. ALL APPLICABLE CODE LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK 4, CELLULAR-CORE ASS PIPE PER ASTIR F 628,SCHEDULE 40. E. WHERE MOUNTING HEIGHTS ARE NOT DETAILED OR DIMENSIONED,INSTALL SYSTEMS,MATERIALS,AND SUPPORTS,CLAMPS,AND ATTACHMENTS AS REQUIRED TO PROPERLY SUPPORT PIPING FROM BUILDING CO CLEANOUT OR OVER HEAD ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS. THEIR PROVISIONS 5 CELLULAR-CORE PVC PIPE PER ASTM F 891 SCHEDULE 40 EQUIPMENT TO PROVIDE THE MAXIMUM HEADROOM POSSIBLE STRUCTURE. CFF CAP FOR FUTURE POC POINT OF CONNECTION ARCHITECT STAMP SHALL BE CARRIED OUT BY THE CONTRACTOR,WHO SHALL INFORM THE ARCHITECT IN WRITING . , .G PRIOR TO F. INSTALL SYSTEMS,MATERIALS,AND EQUIPMENT LEVEL AND PLUMB,PARALLEL AND PERPENDICULAR TO H. TRAPEZE PIPE HANGER INSTALLATION: COMPLY WITH MSS SP-69 AND MSS SP-89. ARRANGE FOR CKV CHECKVALVE (R) PIPE RISE SUBMITTING A BID,OF ANY WORK OR MATERIALS WHICH VIOLATE ANY OF THE ENFORCEDLAWS,CODES, F. FUEL GAS PIPING SHALL BE ANY OF THE FOLLOWING: OTHER BUILDING SYSTEMS AND COMPONENTS,WHERE INSTALLED EXPOSED IN FINISHED SPACES. GROUPING OF PARALLEL RUNS OF HORIZONTAL PIPING AND SUPPORT TOGETHER ON FIELD-FABRICATED CW COLD WATER RIO ROUGH-IN ONLY OR REGULATIONS. IF THE CONTRACTOR PERFORMS ANY WORK CONTRARY TO SUCH LAWS,ORDINANCES, 1. ALL SIZES: STEEL PIPE PER ASTM A 53/A 53M;TYPE E OR S;GRADE B;BLACK. WALL G. INSTALL MECHANICAL EQUIPME14T TO FACILITATE SERVICING,MAINTENANCE,AND REPAIR OR REPLACEMENT TRAPEZE PIPE RANGERS. CWV COMBINATION WASTE&VENT SHT. SHEET RULES AND REGULATIONS,HE SHALL ASSUME FULL RESPONSIBILITY,AND SHALL BEAR ALL COSTS THICKNESS OF WROUGHT-STEEL PIPE SHALL COMPLY WITH ASME 836.10M. OF EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL,CONNECT EQUIPMENT FOR EASE OF I. INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY INSERTS,BOLTS,RODS,NUTS,WASHERS, CX CONNECT TO EXISTING SCW SOFT COLD WATER ASSOCIATED WITH BRINGING WORK INTO COMPLIANCE. a. MALLEABLE-IRON THREADED FfTITNGS: ASME B16.3,CLASS 150,STANDARD PATTERN, DISCONNECTING,WITH MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. EXTEND GREASE FlTRNGS AND OTHER ACCESSORIES. (D) PIPE DROP SOC SHUT OFF COCK(GAS) B. WHERE DRAWINGS OR SPECIFICATIONS CALL FOR MATERIAL OR CONSTRUCTION OF A BETTER QUALITY OR TO AN ACCESSIBLE LOCATION. SANITARY SAND AND OIL HIGHER CAPACITY THAN REQUIRED BY THE ABOVE-MENTIONED CODES AND STANDARDS,THE PROVISIONS WITH THREADED ENDS ACCORDING TO ASME 81.20.1. J. INSTALL HANGERS AND SUPPORTS TO ALLOW CONTROLLED D THERMAL AND SEISMIC MOVEMENT OF PIPING DN PIPE DROP TO NEXT LEVEL SO OF THE DRAWINGS OR SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE CODES b. STEEL WELDING FITTINGS: ASME 816.9,WROUGHT STEEL OR ASME 816.11,FORGED H. DRAWINGS ARE NOT DETAILED TO THE EXTENT THAT ALL PIPING OFFSETS,BENDS,AND SPECIAL FITTINGS SYSTEMS, J PERMIT EXPANSION LOOPS, MOVEMENT IONN'BEN PIPE ANCHORS,AND TO FACILITATE ACTION OF DEL DEWL SOV SHUT OFF VALVE AND STANDARDS. STEEL. ARE SHOWN AND EXACT LOCATION INDICATED;HOWEVER,THEY ME TO BE PROVIDED WHETHER SHOWN EXPANSION JOINTS,EXPANSION LOOPS,EXPANSION BENDS,AND SIMILAR UNITS. (E) EXISTING TPL TRAP PRIMER LANE OR NOT.REFER TO SCHEDULES FOR ACCESSORIES. K. LOAD DISTRIBUTION: INSTALL HANGERS AND SUPPORTS SO PIPING LIVE AND DEAD LOADS AND STRESSES F FIRE SERVICE UG UNDERGROUND C. THE RESPECTIVE SUB-CONTRACTOR,AT HIS EXPENSE,SHALL OBTAIN ALL PERMITS AND FEES REQUIRED c. UNIONS: ASME B16.39,CLASS 150,MALLEABLE IRON WITH BRASS-TO-IRON SEAT, I. CORE DRILLING: PROVIDE ALL EQUIPMENT,LABOR AND MATERIAL FOR CORE DRILLING HOLES WHERE FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. FCO FLOOR CLEANOUT UP PIPE RISE TO NEXT LEVEL FOR THIS SCOPE OF WORK ON THIS PROJECT. THE SUB-CONTRACTORS SHALL ALSO SCHEDULE ALL GROUND JOINT,AND THREADED ENDS ACCORDING TO ASME 51.20.1. PIPING PENETRATES EXISTING CONCRETE WALLS OR FLOORS. DRILL HOLES 1"LARGER THAN O.D.OF FOUNDATION DRAIN UC UNDER SLAB REQUIRED INSPECTIONS AND OBTAIN CERTIFICATES FOR HIS WORK,AT HIS EXPENSE. L PIPING SUPPORTED E THE ROOFTOP SHALL BE A MINIMUM OF 6"ABOVE THE ROOF SURFACE AND GOO d. JOINT COMPOUND AND TAPE: SUITABLE FOR NATURAL GAS. PIPE. PROTECT ALL SURROUNDING AREAS FORM DAMAGE BY WATER OR DUST WHILE CORE DRILLING. UTILIZE MANUFACTURED PIPING SUPPORTS FOR THIS PURPOSE GOO GRADE CLEANOUT LITER UP THRU ROOF 1.4 SUBMITTALS AND SUBSTMMONS e. STEEL FLANGES AND FLANGED FITTINGS: ASME B16.5. WHERE PIPES PASS THROUGH SLEEVES OR GORE DRILLED HOLES,PROVIDE BACKER ROD AND FILL M. USE MATERIALS COMPATIBLE WITH ITEMS BEING SUPPORTED TO AVOID ELECTROLYNC ACTION,AND HW HOT WATER V VENT A. SUBMITTAL MATERIALS SHALL BE COMPLETE IN EVERY RESPECT AND SHALL CLEARLY INDICATE EQUIPMENT 2. NPS 1 AND SMALLER MAY BE CORRUGATED STAINLESS STEEL TUBING SYSTEMS. OUTER%'DEPTH OF THE ANNULAR SPACE WITH SEALER. CONFORM TO SMACNA ANSI/ASME 831,NFPA,MSS SP-58,69.89. HWC HOT WATER CIRCULATION VA VALVE FEATURES,DIMENSIONS,WEIGHTS,PERFORMANCE CHARACTERISTICS,AND CAPACITIES. CAPACITY AND a. DESCRIPTION: COMPLY WITH AGA LC 1 AND INCLUDE THE FOLLOWING: J. PENETRATIONS ARE PROHIBITED IN ANY STRUCTURAL MEMBERS(EXCEPT WHERE NOTED IN DRAWINGS) IDW INDIRECT WASTE VTR VENT THRU ROOF PERFORMANCE CALCULATIONS SHALL BE ADJUSTED TO INDICATE ACTUAL Eo UIPME14T PERFORMANCE AT THE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. OBTAIN APPROVAL FOR OTHER FRAMED OPENINGS INVERT ELEVATION W PROJECT ELEVATION. LITERATURE OR DRAWINGS THAT DESCRIBE MORE THAN ONE MODEL OR SIZE OF 1) TUBING: CORRUGATED STAINLESS STEEL WITH PLASTIC JACKET OR COATING. I.E. WASTE WHICH MAY BE REQUIRED IN ADDITION TO THOSE SHOWN ON DRAWINGS. PAY ALL COSTS FOR A EXPOSED ADS AND PVC PIPING: PROTECT PLUMBING VENTS EXPOSED TO SUNUGHT WITH TWO COATS OF ERR IRRIGATION WCO WALL CLEANOUT EQUIPMENT SHAH BE MARKED WITH ARROWS OR OTHERWISE CLEARLY INSCRIBED TO IDENTIFY'THE ACTUAL 2) FIRINGS: COPPER ALLOY WITH ENDS MADE TO FIT CORRUGATED TUBING. INCLUDE ADDITIONAL CUTTING OF HOLES AS THE RESULT OF INCORRECT LOCATION OF SLEEVES OR FURNISHING WATER-BASED LATEX PAINT. U) EQUIPMENT THAT WILL BE FURNISHED. ALL OPTIONS AND SPECIAL PARTS OF FEATURES SHALL ALSO BE ENDS WITH THREADS ACCORDING TO ASME 81.20.1 IF CONNECTION TO THREADED INCORRECT INFORMATION AS TO THE REQUIREMENTS OF FRAMED OPENINGS. B. DAMAGE AND TOUCHUP: REPAIR MARRED AND DAMAGED FACTORY-PAINTED FINISHES WITH MATERIALS AND CLEARLY IDENTIFIED. ALL SUBMITTED MATERIALS MUST BE CLEAR,COMPLETE,AND LEGIBLE. ALL PIPE OR FFNTINGS IS REQUIRED. K. FIRE-RATED ASSEMBLY PENETRATIONS: PROCEDURES TO MATCH ORIGINAL FACTORY FINISH. SHEET INDEX J SUBMITTALS OF THIS SCOPE MUST BE SUBMITTED AT ONE TIME;MULTIPLE AND VARIED SUBMITTALS WILL 3) STRIKER PLATES: STEEL,DESIGNED TO PROTECT TUBING FROM PENETRATIONS. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY PROTECTING ANY PENETRATION OF A FIRE 3.6 ACCESS DOORS AND PANELS J BE REJECTED. RATED ASSEMBLY. FIRE SEAL,CAULKING,AND APPURTENANCES SHALL BE UL LISTED FOR THE B. SUBMITTALS FOR ALL EQUIPMENT SHALL BE ROUTED THROUGH AND REVIEWED THE CONTRACTOR. THE 4) MANIFOLDS: MALLEABLE IRON STEEL WITH PRO COATING. INCLUDE A ARCHITECTURAL ACCESS DOORS OR PANELS: COORDINATE REQUIREMENTS FOR ACCESS PANELS AND P0.0 PLUMBING COVER SHEET P3.0 PLUMBING SCHEDULES Q CONTRACTOR SHALL CHECK ALL SUBMITTALS FOR ADEQUATE IDENTIFICATION,CORRECTNESS,AND THREADED CONNECTIONS ACCORDING NG TO ASME B1.20.1 0.1 FOR FOR PIPE INLET AND ASSEMBLY RATING IT IS APPLIED TO AND SHALL BE INSTALLED PER THE MANUFACTURERS WRITTEN DOORS WHERE MECHANICAL ITEMS REQUIRING ACCESS ARE CONCEALED BEHIND FINISHED SURFACES. THIS P2.0 SANITARY SEWER&VENT-BASEMENT PLAN P4.0 PLUMBING DETAILS L SUBMITTALS THAT ARE REQUIRED TO BE REVIEWED BY THE ENGINEER,A DIGITAL COPY SHALL BE INSTRUCTIONS. ALL SUCH MATERIALS SHALL MEET STATE,LOCAL,AND AUTHORITIES CODES AND WORK THAT REQUIRES ACCESS FOR MAINTENANCE OR INSPECTION. P2.2 WATER PLAN-BASEMENT r COMPLIANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS AND APPLY A STAMP OF APPROVAL FOR CORRUGATED TUBING OUTLETS. CONTRACTOR SHALL PROVIDE ACCESS PANELS OR DOORS OF SUFFICIENT SIZE TO ALLOW ACCESS TO HIS P2.1 SANITARY SEWER&VENT-MAIN LEVEL PLAN b. ACCEPTABLE MANUFACTURER$:OMEGAFLEX,INC.,TITEFLEX CORP.,TRU-FLEX METAL HOSE sraNDAR05. FORWARDED FOR REVIEW AFTER REVIEW AND APPROVAL BY THE CONTRACTOR. THESE SHALL BE 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL FIRE RATED ASSEMBLY LOCATIONS AND RATINGS. z RETURNED AND SHALL BE REVISED AND RESUBMITTED UNTIL ACCEPTED BY THE ENGINEER. PROVIDE CORP.,WARD INDUSTRIES,INC. L SEISMIC RESTRAINT: TESTING AND BALANCING P2.3 WATER&GAS-MAIN LEVEL PLAN G. INDIRECT WASTE PIPING SHALL BE ANY OF THE FOLLOWING: A CLEAN INTERIOR OF PIPING. REMOVE DIRT AND DEBRIS AS WORK PROGRESSES. P2.4 WATER&GAS-ROOF PLAN ui PRODUCT DATA FOR EACH PIECE OF ESINKS,NT/COMPONENT LASTED 80.0W: 1. THE CONTRACTOR SHALL PROVIDE PROPER MECHANICAL SEISMIC NT AND AC FOR ALL INSTALLED > W 1. FLOOR AND ROOF DRAWS,FLOOR SINKS,CLEANOUTS. 1. SOLID WALL PVC PIPE PER ASTM D 2665,SCHEDULE 40 DRAIN,WASTE,AND VENT,PVC ITEMS INCLUDING,BUT NOT LIMITED T0,DUCTS,PIPING,EQUIPMENT AND ACCESSORIES.THE B. CLEAN AND DISINFECT POTABLE DOMESTIC USING PURSING AND DISINFECTING PROCEDURES PRESCRIBED 2. ALL PLUMBING FIXTURES AND ACCESSORIES. SOCKET FITTINGS,AND SOLVENT CEMENTED JOINTS. CONTRACTOR SHALL PROVIDE SEISMIC RESTRAINTS AS LISTED BY THE CODES USED BY THE AHJ OR BY AUTHORITIES HAVING JURISDICTION OR,IF METHODS ARE NOT PRESCRIBED,PROCEDURES DESCRIBED IN GENERAL PLUMBING NOTES 2 3. PUMPS. 2. HARD COPPER TUBE CONFORMING TO ASTM B-88,TYPE M WATER TUBE,DRAWN AND AS SHOWN ON THE DRAWINGS(WHICHEVER IS MORE STRINGENT). EITHER AWWA C651 OR AWWA C652 OR AS DESCRIBED BELOW: (RE:ALL PLUMBING SHEETS) 4. WATER HEATERS, TEMPER;COPPER PRESSURE FITTINGS PER ASME 816.18;AND ALLOY SN95 SOLDER WITH 3.3 LUMBING SYSTEMS INSTALLATION 1. FLUSH PIPING SYSTEM WITH CLEAN,POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT T 5. VALVES AND PIPE ACCESSORIES. WATER SOLUBLE FLUX. OUTLETS. 1. COORDINATE LOCATION OF VENTS THROUGH ROOF TO MAINTAIN 10'CLEARANCE FROM OUTSIDE AIR INTAKES. N A INSTALL SOIL AND WASTE DRAINAGE AND VENT PIPING AT THE FOLLOWING MINIMUM$LOPE$,UNLESS 2. FILL SYSTEM OR PART THEREOF WITH WATER CHLORINE SOLUTION WITH AT LEAST 50 PPM OF } 0L 6. PIPE INSULATION AND LOCATIONS. H. VALVES AND PLUMBING SPECIALTIES: OTHERWISE INDICATED: / 2. SITE UTILDES: THE MECHANICAL DOCUMENTS INDICATE CONNECTION LOCATION OF VARIOUS BUILDING SERVICES. CHLORINE. ISOLATE WITH VALVES AND ALLOW TO STAND FOR 24 HOURS. C. APPROVED MANUFACTURERS,WHICH MAY SUBMIT EQUAL PRODUCT TO THOSE SPECIFIED,ARE SCHEDULED IN 1. ACCEPTABLE MANUFACTURERS: WATTS,AROLLO,RED&WHITE,NIBCO,MILWAUKEE, 1. BUILDING SANITARY DRAIN: 2 PERCENT DOWNWARD IN DIRECTION OF FLOW FOR PIPING NPS 4 AND 3. FLUSH SYSTEM WITH CLEAN,POTABLE WATER UNTIL NO CHLORINE IS IN WATER COMING FROM SYSTEM COORDINATE WORK WITH THE SITE UTILITIES CONTRACTOR TO ENSURE PROPER INVERT ELEVATION,PIPE SLOPE ui ui THE EQUIPMENT SCHEDULES. ANY SUBMITTAL FOR CONSIDERATION AS AN EQUAL TO THAT SCHEI7ULED ARMSTRONG SMALLER;1 PERCENT DOWNWARD IN DIRECTION OF FLOW FOR PIPING NPS 5 AID LAGER. GRADIENT,PIPE SIZE AND SEPARATION WITHIN TRENCH WORK. NOTIFY ARCHITECT OR ENGINEER OF ANY O > 2. GENERA USE VALVES: 2. HORIZONTAL SANITARY DRAINAGE PIPING: 2 PERCENT DOWNWARD IN DIRECTION OF FLOW ALTER THE STANDING TIME. MUST CMUST ALL INFORMATION REQUIRED TO EVALUATE THIS CLAIM. MANUFACTURERS NOT LASTED AS DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS. O EQUAL MUST SUBMIT IN E A NG FOR REVIEW FEE DAYS PRIOR TO BID CLOSING. CONTRACTOR IS C. TEST DOMESTIC WATER PIPING AS FOLLOWS: 7 � RESPONSIBLE TO ASSURE ANY SUBSTITUTED ITEM MEETS ALL PHYSICAL AND PERFORMANCE O. BAIL VALVE(FULL PORT THRU 3'� -WATTS FBVS-1 SERIES 3. VENT PIPING: 1 PERCENT DOWN TOWARD VERTICAL FIXTURE VENT OR TOWARD VENT STACK. 1. FILL DOMESTIC WATER PIPING. CHECK COMPONENTS TO DETERMINE THAT THEY ARE NOT AIR BOUND 3. CONTRACTOR SHALL IDENTIFY ALL SERVICEABLE ITEMS(VALVES,CLFANOUTS,COILS,EEC.)SO THAT THE CEILING L REQUIREMENTS AS INTENDED IN THE DESIGN DOCUMENTS. b. GATE VALVE THRU 4 WATTS WGV-1 SERIES B. INSTALL PIPING IN CONCEALED LOCATIONS,UNLESS OTHERWISE INDICATED AND EXCEPT IN EQUIPMENT AND THAT PIPING IS FULL OF WATER. O 00 U ( 7- SUBCONTRACTOR MAY KNOW WHERE TO INSTALL ACCESS-TYPE PANELS SHOULD WORK UNLESS TYPE CEILING NOT D. APPROVAL OF SUBMITTALS BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY ROOMS AND SERVICE AREAS. c. GAS(THRU 17-WATTS GBV SERIES 2. LEAVE NEW,ALTERED,EXTENDED,OR REPLACED APPROVED WATER PIPING UNCOVERED AND BE INSTALLED. THIS CONTRACTOR SHALL PROVIDE ACCESS PANELS FOR HIS WORK UNLESS SPECIFICALLY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS,NOR SHALL IT RELIEVE HIM FROM RESPONSIBILITY C. INSTALL DOMESTIC WATER PIPING LEVEL WITH SIDE PERCENT SLOPE DOWNWARD TOWARD DRAIN. UNCONCEALED UNTIL IT HAS BEEN TESTED AND APPROVED. EXPOSE WORK THAT WAS COVERED OR NOTED ON THE DRAWINGS. ARCHITECT SHALL APPROVE LOCATIONS OF ACCESS PANELS PRIOR TO G f I"T FOR ERRORS IN SHOP DRAWINGS OR OTHER SUBMITTAL LITERATURE. d. GLOBE(THRU 2")-WATTC GLV SERIEC D. ESTABLISH ELEVATION$OF BURIED PIPING OUTSIDE THE BUIWING TO ENSURE CONNECTDN AT INVERT CONCEALl71 BEFORE R WAS TESTED. INSTALLATON. G - L! E. CONTRACTOR RAS SOLE RESPONSIBILITY TO COORDINATE ANY SU 9mfflONS WITH ALL OTHER DISCIPUNES. e. CHECK(THRU 3")-WATTS WCV-2 SERIES ELEVATION NOTED ON DRAWINGS. MAINTAIN NOT LESS THAN 48"OF COVER OVER WATER PIPING,36" 3. CAP AND SUBJECT PIPING TO STATIC WATER PRESSURE OF 50 PSIG ABOVE OPERATING PRESSURE, 7 EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE FURNISHED PROVIDED f. STRAINER(THRU 2' -WATTS S777SI SERIES OVER WASTE PIPING. WITHOUT EXCEEDING PRESSURE RATING OF PIPING SYSTEM MATERIALS. ISOLATE TEST SOURCE AND 4. PROVIDE ALL NECESSARY FLASHING,SEAUNG,ETC.TO MAINTAIN THE WATERPROOF INTEGRITY OF THE BUILDING w J Z SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING MECHANICAL AND ELECTRICAL E. LAY BURIED BUILDING DRAINAGE AND STORM PIPING BEGINNING AT LOW POINT OF EACH SYSTEM. ALLOW TO STAND FOR FOUR HOURS. LEAKS AND LOSS IN TEST PRESSURE CONSTITUTE DEFECTS AS REQUIRED BY THE INSTALLATION OR REMOVAL OF ITEMS AS REQUIRED BY THIS SCOPE OF WORK. r^ M SERVICES,CIRCUIT BREAKERS,CONDUIT,MOTORS,BASES,AND EQUIPMENT SPACES ARE INCREASED. NO 9. BALANCE(THRU 3°)-WATTS CSM-61-Ml SERIES V! _J I..0 INSTALL TRUE TO GRADES AND ALIGNMENT INDICATED,WITH UNBROKEN INCONTINUITYTOMA OF INVERT, PLACE RTHATEPAIR MUST BE REPAIRED. ADDITIONAL COSTS WILL BE ACCEPTED FOR THESE INCREASES,IF LARGER EQUIPMENT IS PROVIDED. IF h. BUTTERFLY(3"AND LARGER)- HUB ENDS OF PIPING UPSTREAM. INSTALL REQUIRED GASKETS ACCORDING TO MANUFACTURER'S WRITTEN 4. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST PIPING OR PORTION THEREOF UNTIL 5. ALL PENETRATIONS MADE THROUGH RATED ASSEMBLIES TO ACCOMMODATE WORK OF THIS SECTION MUST BE Q CC MINIMUM ENERGY RATINGS OR EFFICIENCIES Of THE EQUIPMENT ARE SPECIFIED,THE EQUIPMENT MUST 3. WATER HAMMER ARRESTERS(SIOUX CHIEF,PPP,SMITH): METAL BELLOWS OR COPPER TUBE INSTRUCTIONS FOR USE OF LUBRICANTS,CEMENTS,AND OTHER INSTALLATION REQUIREMENTS. MAINTAIN SATISFACTORY RESULTS ARE OBTAINED. SEALED TO MAINTAIN TINE RATING OF SUCH ASSEMBLY BY A U.L RECOGNIZED SEALING METINOD. L.L G MEET THE DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. WITH PISTON PER ASSE 1010 OR PDI-WH 2O1. PROVIDE ACCESS PANELS AS REQUIRED. SWAB IN PIPING AND PULL PAST EACH JOINT AS COMPLETED. D. LEST SANITARY DRAINAGE AND VIM PIPING ACCORDING TO PROCEDURES OF AUTHORITIES HAVING z D 1.5 DELIVERY. STORAGE, AND HANDLING I. DIELECTRIC FITTINGS F. MAKE CHANGES IN DIRECTION FOR SOIL,WASTE,AND STORM DRAINAGE AND VENT PIPING USING JURISDICTION OR,IN ABSENCE OF PUBLISHED PROCEDURES,AS FOLLOWS: 6. PROVIDE ALL CUTTING AND PATCHING REQUIRED FOR INSTALLATION OF THIS WORK. COORDINATE ALL N _ A DELIVER PRODUCTS TO THE PROJECT PROPERLY IDENTIFIED WITH NAMES,MODEL NUMBERS,TYPES, APPROPRIATE BRANCHES,BENDS,AND LONG-SWEEP BENDS. SANITARY TEES AND SHORT-SWEEP 1 4 1. ROUGHING-IN PLUMBING TEST PROCEDURE: TEST DRAINAGE AND VENT PIPING,EXCEPT OUTSIDE BLOCKING,SUPPORT,RFC.NECESSARY FOR THE INSTALLATION OF THIS WORK WITH THE GENERAL CONTRACTOR. LL_ > J 1. COMBINATION FITTING OF COPPER ALLOY AND FERROUS MATERIALS WITH THREADED, / r n > ^ GRADES,COMPLIANCE LABELS,AND OTHER INFORMATION NEEDED FOR IDENTIFICATION. SOWER-JOINT,PLAIN,OR WELD-NECK END CONNECTIONS THAT MATCH PIPING SYSTEM BENDS MAY BE USED ON VERTICAL STACKS IF CHANGE IN DIRECTION OF FLOW IS FROM HORIZONTAL TO LEADERS,ON COMPLETION OF ROUGHING-IN. CLOSE OPENINGS IN PIPING SYSTEM AND FILL WITH 7, THE RESPECTIVE SUB-CONTRACTOR,AT HIS EXPENSE,SHALL OBTAIN All PERMITS AND FEES REQUIRED FOR lJ L.L B. ALL MECHANICAL EQUIPMENT AND MATERIAL ITEMS SHALL BE PROTECTED FROM WEATHER AND VANDAUSM MATERIALS VERTICAL USE LONG-TURN,DOUBLE Y-BRANCH AND 1/8-BEND FITTINGS IF 2 FIXTURES ARE INSTALLED WATER TO POINT OF OVERFLOW,BUT NOT LESS THAN 10-FOOT HEAD OF WATER. FROM 15 MINUTES THIS SCOPE OF WORK ON THIS PROJECT. THE SUB-CONTRACTORS SHALL ALSO SCHEDULE ALL REQUIRED PRIOR TO ACTUAL INSTALLATION. FAN WHEELS,PUMPS AND OTHER ROTATING MACHINERY SHALL BE 2. DIELECTRIC UNIONS: FACTORY-FABRICATED,UNION ASSEMBLY,FOR 250-PSIG MINIMUM BACK TO BACK OR SIDE BY SIDE WITH COMMON DRAIN PIPE. STRAIGHT TEES,ELBOWS,AND CROSSES BEFORE INSPECTION STARTS TO COMPLETON OF INSPECTION,WATER LEVEL MUST NOT DROP. INSPECTIONS AND OBTAIN CERTIFICATES FOR HIS WORK,AT HIS EXPENSE. PERIODICALLY ROTATED DURING STORAGE. ANY FACTORY PAINTED EQUIPMENT SCRATCHED OR MARRED MAY BE USED ON VENT LINES. DO NOT CHANGE DIRECTION OF FLOW MORE THAN 90 DEGREES. USE INSPECT JOINTS FOR LEAS. REVISIONS DURING SHIPMENT OR CONSTRUCTION SHALL BE RESTORED TO ORIGINAL,"NEW"CONDITION. THIS WORKING PRESSURE AT 180 DEG F. PROPER SIZE OF STANDARD INCREASERS AND REDUCERS IF PIPES OF DIFFERENT SIZES ARE CONNECTED. 2. FINISHED PLUMBING TEST PROCEDURE: AFTER PLUMBING FIXTURES HAVE BEEN SET AND TRAPS B. CONTRACTOR HAS SOLE RESPONSIBILITY TO COORDINATE ANY SUBSTITUTIONS WITH All OTHER DISCIPLINES. INCLUDES COMPLETE REPAINTING OF THE EQUIPMENT IF NECESSARY TO PROVIDE EXACT PAINT MATCH. 3. DIELECTRIC COUPLINGS: GALVANIZED-STEEL COUPLING WITH INERT AND NON-CORROSIVE, REDUCING SIZE OF DRAINAGE PIPING IN DIRECTION OF FLOW IS PROHIBITED. FILLED WITH WATER,TEST CONNECTIONS AND PROVE THEY ARE GASTIGHT AND WATERTIGHT. PLUG EQUIPMENT OF GREATER POWER,DIMENSIONS,CAPACITIES,AND RATINGS MAY BE FURNISHED PROVIDED SUCH NO. REMARKS C. CONTRACTOR IS RESPONSIBLE FOR RECEMNG AND OFFLOADING EQUIPMENT OF HIS SCOPE. IMMEDIATELY THERMOPLASTIC UNING;THREADED ENDS;AND 300-PSIG MINIMUM WORKING PRESSURE AT G. INSTALL CLFANOUTS AT GRADE WHERE BUILDING STORM DRAINS EXIT THE BUILDING. CLFANOUTS ARE VENT-STACK OPENINGS ON ROOF AND BUILDING DRAINS WHERE THEY LEAVE BUILDING. INTRODUCE PROPOSED EQUIPMENT HAS BEEN SUBMITTED FOR REVIEW,IN WRITING AND CONNECTING MECHANICAL AND UPON RECEIPT,CONTRACTOR SHALL INSPECT ALL EQUIPMENT AND MATERIAL FOR SHIPPING DAMAGE AND 225•F. SPECIFIED ON PLUMBING SCHEDULE. AIR INTO PIPING SYSTEM EQUAL TO PRESSURE OF 1-INCH WG. USE U-TUBE OR MANOMETER ELECTRICAL SERVICES,CIRCUIT BREAKERS,CONDUIT,MOTORS,BASES,AND EQUIPMENT SPACES ARE ADJUSTED REPLACE ANY DEFECTIVE ITEMS AT NO INCREASE TO CONTRACT AMOUNT. R INSTALL CAST-IRON SOIL PIPING ACCORDING TO CISPI'S"CAST IRON SOIL PIPE AND FITTINGS HANDBOOK; INSERTED IN TRAP OF WATER CLOSET TO MEASURE THIS PRESSURE. AIR PRESSURE MUST REMAIN APPROPRIATELY. NO ADDITIONAL COSTS WILL BE APPROVED FOR THESE INCREASES,IF LARGER EQUIPMENT IS 1• A. SOLDERED JOINTS: USE ASTM B 813,WATER-FLUSRABLE,LEAD-FREE FLUX;ASTM B 32, CHAPTER IV,INSTALLATION OF CAST IRON SOIL PIPE AND FITTINGS' CONSTANT WITHOUT INTRODUCING ADDITIONAL AIR THROUGHOUT PERIOD OF INSPECTION. INSPECT PROPOSED. IF MINIMUM ENERGY RATINGS OR EFFICIENCIES OF THE EQUIPMENT ARE SPECIFIED,THE A. COORDINATE PLUMBING EQUIPMENT INSTALLATION WITH OTHER BUILDING COMPONENTS PRIOR TO ORDERING LEAD-FREE-ALLOY SOWER;AND ASTM B 828 PROCEDURE,UNLECS OTHERWISE INDICATED. I. CONNECT SOIL AND WASTE PIPING TO EXTERIOR SANITARY SEWERAGE PIPING. USE TRANSITION FITTING PLUMBING FIXTURE CONNECTIONS FOR GAS AND WATER LEAKS. EQUIPMENT MUST MEET THE DESIGN REQUIREMENTS AND COMMISSIONING REQUIREMENTS. CONTRACTOR IS OR FABRICATION OF ADJOINING WORK. TO JOIN DISSIMILAR PIPING MATERIALS. E. PERFORM TESTING AND BALANCING PROCEDURES ON EACH SYSTEM ACCORDING TO THE PROCEDURES SOLELY RESPONSIBLE FOR SUBSTITUTED EQUIPMENT MEETING THE INTENT OF THE ORIGINAL DESIGNED B. BRAZING FILLER METALS: AWS A5.8,BCUP SERIES,COPPER-PHOSPHORUS ALLOYS FOR CONTAINED IN NEED'S"PROCEDURAL STANDARDS FOR TESTING,ADJUSTING,AND BALANCING OF EQUIPMENT IN ALL ASPECTS. B. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SET SLEEVES IN GENERAL-DUTY BRAZING,UNLESS OTHERWISE INDICATED;AND AWS A5.8,BAG1,SILVER ALLOY J. DO NOT ENCLOSE,COVER,OR PUT PIPING INTO OPERATION UNTIL IT IS INSPECTED AND APPROVED BY ENVIRONMENTAL IN EED'S"PR POURED-IN-PLACE CONCRETE AND OTHER STRUCTURAL COMPONENTS AS THEY ARE CONSTRUCTED. FOR REFRIGERANT PIPING,UNLESS OTHERWISE INDICATED. AUTHORITIES HAVING JURISDICTION. 9. CONTRACTOR TO REFER TO SHEET P4.0 FOR DETAILS. CHECKED CR4 ARRANGE FOR CHASES,SLOTS,AND OPENINGS IN BUILDING STRUCTURE DURING PROGRESS OF K. INSTALL WATER HAMMER ARRESTERS IN WATER PIPING ACCORDING TO PDI-WH 2O1. F. PREPARE TEST REPORTS WITH PERTINENT DESIGN DATA AND NUMBER IN SEQUENCE STARTING AT PUMP CONSTRUCTION TO ALLOW FOR MECHANICAL INSTALLATIONS. C. EXTRUDED-TEE CONNECTIONS: FORM TEE IN COPPER TUBE ACCORDING TO ASTM F 2014. USE TO END OF SYSTEM. CHECK THE SUM OF BRANCH-CIRCUIT FLOWS AGAINST APPROVED PUMP FLOW L INSTALL AIR VINES AT HIGH POINTS OF WATER PIPING. DATE AUGUST 20,2024 C. SEQUENCE,COORDINATE,AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND EQUIPMENT FOR TOOL DESIGNED FOR COPPER TUBE;DRILL PILOT HOLE,FORM COLLAR FOR OUTLET,DIMPLE RATE. CORRECT VARIATIONS THAT EXCEED PLUS OR MINUS 5 PERCENT. TUBE TO FORM SEATING STOP,AND BRAZE BRANCH TUBE INTO COLLAR. M. INSTALL VENT PIPING FOR GAS PRESSURE REGULATORS AND GAS TRAINS,EXTEND OUTSIDE BUILDING,EFFICIENT FLOW OF THE WORK. COORDINATE INSTALLATION OF LARGE EQUIPMENT REQUIRING POSITIONING DRAWN TSM PRIOR TO CLOSING IN THE BUILDING. D. SOLVENT CEMENTS FOR JOINING PLASTIC PIPING: AND VENT- ATMOSPHERE. TERMINATE VENTS WITH TURNED-DOWN,REDUCING-ELBOW FITTINGS WITH D. COORDINATE CONNECTION OF MECHANICAL SYSTEMS WITH EXTERIOR UNDERGROUND AND OVERHEAD 1. ASS PIPING: ASTM D 2235. CORROSION-RESISTANT INSECT SCREENS IN LARGE END. A WHERE REQUIRED,CONTRACTOR SHALL FURNISH A COMBINATION STARTER SIZED IN BREAKERS, ACCORDANCE WITH '- N. LAY BURIED PIPING IN PIPING TRENCH ON BEDDING MATERIAL,HAUNCHW,AND BACKFlLLED IN THE MOTOR RATING. STARTER SHALL BE SUPPLIED WITH FUSES OR CIRCUIT BREPI(ERS.CONTROL CITY APPROVED PLANS r JOB N0. UTILITIES AND SERVICES. COMPLY WITH REQUIREMENTS OF GOVERNING REGULATIONS,FRANCHISED SERVICE 2. CPVC PIPING: ASTM F 493. x.,+.,.wn.<.a.c�P�p.n ACCORDANCE WITH LOCAL PLUMBING CODES AND ASTM D2321 PROCEDURES.BURIED PIPING TO MEET TRANSFORMER,OVERLOADS,ONE N.O.AND ONE N.C.AUXILIARY CONTACTS,AND Al HOA SWITCH IN THE COMPANIES,AND CONTROWNG AGENCIES. COORDINATE CONNECTION OF ELECTRICAL SERVICES. PLANS MUST BE ON JOB SITE SHEET NUMBER 3. PVC PIPING: ASTM D 2564. INCLUDE PRIMER ACCORDING TO ASTM F 656. FOLLOWING PARAMETERS: CABINET COVER. STARTER ENCLOSURE SHALL TR CTOR RATED FOR ITS LOCATION. STAITIIR SHALL BE E COMPLETE GDE E CTIOVER NG AND PAINTING OF ALL EQUIPWHERE DEVICESNARE ATE IAPPLIEDTI ON SURFA OF CES.RO INSTALL IDENTING DEVICES FYING E. PVC TO ADS PIPING TRANSITION: ASTM D 3138. 1. INSTALL IN 24"MINIMUM WIDTH PIPING TRENCH OR AS REQUIRED BY LOCAL CODES OR ASTM D2321. WIRED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. FOR ALL INSPErnorNs DC ENGINEERING DEVICES PRIOR TO INSTALLING ACOUSTICAL CEIUNGS AND SIMILAR CONCEALMENT. 2. PROVIDE 4"MINIMUM GRANULAR BEDDING MATERIAL(I.E.SAND OR EQUIVALENT). B. CONTRACTOR SHALL PROVIDE A COMPLETE CONTROL SYSTEM S, OPERATE THE EQUIPMENT AS DESCRIBED efW ��,,,AA}##},,'' �L�1 PO"0 3. PROVIDE GRANULAR MATERIAL FOR COMPACTED HAUNCH. IN THESE DOCUMENTS. SYSTEM SHALL INCLUDE THERMOSTATS,LOW VOLTAGE WIRING,TRANSFORMERS, PofJgww, Ag,,Er Y 6TS r AND ASSOCIATED APPURTENANCES REQUIRED TO MEET THE INTENT OF THESE DOCUMENTS. Phone:208.288.2181 Pnojed: 24GM01 GENERAL NOTES: 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED 0 10 7 FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE 2 OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPUED C PLUMBING FIXTURES. �3 co 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND (III GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. JMW co 3. WHERE PIPING PASSES THROUGH WALLS THAT ARE FIRE RATED,FIRE CAULK C W PENETRATIONS TO MAINTAIN RATING.PROVIDE FIRE RATED CLEANOUTS AS co CD REQUIRED. N 0 4. SOME BELOW SLAB PIPING MAY REQUIRE COORDINATION WITH STRUCTURAL O + to FOOTINGS;COORDINATE WITH GENERAL CONTRACTOR BEFORE FOOTINGS ARE 0 POURED.ANY ADDITIONAL WORK REQUIRED TO ROUTE PIPING THROUGH/AROUND W IL TO BE COVERED BY PLUMBING CONTRACTOR IN BID. Q' GD 0 r W KEYED NOTES: ® a 1. EXTEND 10'-0°FROM BUILDING AND CONNECT TO SITE UTILITIES,COORDINATE m FINAL TIE-IN LOCATION AND WASTE INVERTS WITH THE SITE AND GENERAL 0 CONTRACTORS. ' 2 2. SAND/OIL SEPARATOR PROVIDED AND INSTALLED BY THE SITE CONTRACTOR. c I...1 2 4 REFER TO THE SITE PLAN SHEETS,COORDINATE WITH THE SITE AND GENERAL Q I7 CONTRACTORS. W 3. INSTALL FLOOR DRAIN'FD-1'AND TRAP. 4. 2°0 OUTLET FROM PUMP. INSTALL WITH A CHECK VALVE IN THE VERTICAL I' RISE. m TYPICAL 44.0 G -1 co 5. INSTALL SUMP PUMP AND BASIN PER MANUFACTURERS CRITERIA co 4 6. SANITARY SAND AND OIL PIPING INSTALLED HIGH AS POSSIBLE JUST BELOW THE N F — — — BASEMENT SLAB. 10 JU 2"OSO 2"OSO 09D 7. SANITARY SAND AND OIL PIPING FROM UPPER FLOOR DRAIN'FD-1'SHOWN ON 2"OSO 2"OSO SHEET P2.1. ROUTE HIGH AS POSSIBLE JUST BELOW THE BASEMENT CEILING. O B. 2°0 SANITARY SAND AND OIL TO THE SUMP BASIN. cD 9 SP O 6 9. 41 GALLON POLYETHYLENE SUMP BASIN OR EQUAL,PROVIDED AND INSTALLED Q N o 1 N 7 7 BY THE PLUMBING CONTRACTOR. BASIN TO BE APPROXIMATELY 24%24°DEEP, N _ S IMILAR NOMINAL DIMENSIONS FOR AN AVAILABLE BASIN. PROVIDE g 4 I LL mD o I I REMOVABLE COVER FOR THE BASIN. PLUMBING CONTRACTOR TO COORDINATE E%ACT ACCEPTABLE CRITERIA FOR FINAL SIZING OF THE BASIN BASED ON INLET i ff w O PIPE INVERT AND SPECIFIC PUMP OPERATING DEPTHS. g 10. VENT FROM THE SUMP BASIN ROUTED EXPOSED TO FIRST FLOOR. CONSULTANT STAMP FD 1 3 FD 1 3 Q�eQ' TE9�"T'i I I I I I I d 8602 d' p I I I I I I I I I I I I I 9 Y pNP� I I I I I I I 11/13/2024 ARCHITECT STAMP I I I I I I I I I I I I I I I Z cn a - - - J w z w Q � m 4J } w W 06 1 SANITARY SEWER&VENT-BASEMENT PLAN0 z o SCALE:1/4"= 1'-O" O W LU NORTH G 0 w UJ C6 cl) U) J W LL_ ~ z z U' If v:) REVISIONS NO. REMARKS 1 CITY COMMENTS 2 CITY COMMENTS CHECKED CRA DATE NOVEMBER 13,2024 DRAWN TSM —� JOB NO. CITY APPROVED PLANS SHEET NUMBER PLANS MUST BE ON JOB SITE DC ENGINEERING FOR ALL INSPECTIONS P2.0 Pagq.,A. 9 e 154s. Phone:2082882181 Project: 24GM01 GENERAL NOTES: o m 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE C OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 0 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND W W GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. C W 3. WHERE PIPING PASSES THROUGH WALLS THAT ARE FIRE RATED,FIRE CAULK CIS PENETRATIONS TO MAINTAIN RATING.PROVIDE FIRE RATED CLEANOUTS AS 00 REQUIRED. Q + m 4. SOME BELOW SLAB PIPING MAY REQUIRE COORDINATION WITH STRUCTURAL o) W FOOTINGS;COORDINATE WITH GENERAL CONTRACTOR BEFORE FOOTINGS ARE POURED.ANY ADDITIONAL WORK REQUIRED TO ROUTE PIPING THROUGH/AROUND Q' GO FOOTINGS TO BE COVERED BY PLUMBING CONTRACTOR IN BID. 0 t t9 a KEYED NOTES: ® s 1. TERMINATE OD AND RD WITH DOWNSPOUT NOZZLE,TERMINATING 18"ABOVE o m QFINISHED GRADE. COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGH IN. m 2 � 2. INSTALL FLOOR DRAIN'FD-1'. SEE SHEET P2.0 FOR CONTINUATION. 1 2 3+ 4 3. EXTEND 10'-0°FROM BUILDING AND CONNECT TO THE SITE UTILITIES. Q COORDINATE FINAL TIE-IN LOCATIONS AND WASTE INVERTS WITH THE SITE AND ma GENERAL CONTRACTORS. O O 4. TERMINATE T&P VALVE FROM WATER HEATER PIPING AT SERVICE SINK WITH AIR P GAP.SEE DETAIL ON SHEET P4.0. m GCO- GCO-1 co 5. ROUTE VENT UP THROUGH ROOF.SEE DETAIL ON SHEET P4.0 co A ON-1 1 A 6. WASTE PIPING SHOWN ROUTED BELOW SLAB. N 7. INSTALL EVAPORATIVE COOLER DRAIN,REFER TO WATER FILL VALVE ON SHEEP 1 ON-1 3"001) 3"OOD P2.3. ROUTE DRAIN HIGH AS POSSIBLE TO THE MOP SINK,CONCEALING IN O8 3"ORD 3"ORD O 13"ORD 8 THE WALL. COORDINATE WITH THE WRITTEN INSTRUCTIONS PROVIDED BY THE RESTROOM H Q HVAC CONTRACTOR. O 104 < 6 2 h O RE5TFI 0R M WH 8. ROOF DRAINS ROUTED BELOW THE ROOF AS HIGH AS POSSIBLE. 2 } d. 9-1 L-1 fD-1 2 FD-1 2 WC-1 L-1 U N o 2°OSS �-1 will w �fRO CONSULTANT STAMP IIR OFFICE A 8602 105 OPERATIONS d+ 0 r y 102 i I Y pNQ' 7 11/13/2024 ------------------- STORAGE O - L ARCHITECTSTAMP 106 LOBBY 100 4 WH 2 3/4"0 DRAIN PIPE I I I I SS_1 O I I Z I I Q J W LL w J J z_ Z 1 2 3 4 } Lz W > 1 SANITARY SEWER&VENT-MAIN LEVEL PLAN O z o SCALE:1/4"= 1'-O° 00 NORTH C L.I._I C W w C6 cl) U) J W LL_ ~ z z U' If v:) REVISIONS NO. REMARKS 1 CITY COMMENTS 2 CITY COMMENTS CHECKED CRA DATE NOVEMBER 13,2024 DRAWN TSM -� JOB NO. °�CITV APPROVED PLANS SHEET NUMBER PLAN$MUST BE ON 100 SITE DC ENGINEERING FORALLINSPECFIONS P g� ww :Ipf P2.1 Phone::208288.2181 Project: G. GENERAL NOTES: o m 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE C OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 0 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND W W GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. C W 3. WHERE PIPING PASSES THROUGH WALLS THAT ARE FIRE RATED,FIRE CAULK CIS PENETRATIONS TO MAINTAIN RATING.PROVIDE FIRE RATED CLEANOUTS AS 00 REQUIRED. Q + m 4. SOME BELOW SLAB PIPING MAY REQUIRE COORDINATION WITH STRUCTURAL u) W FOOTINGS;COORDINATE WITH GENERAL CONTRACTOR BEFORE FOOTINGS ARE POURED.ANY ADDITIONAL WORK REQUIRED TO ROUTE PIPING THROUGH/AROUND Q' GO FOOTINGS TO BE COVERED BY PLUMBING CONTRACTOR IN BID. 0 t t9 a KEYED NOTES: ® s 1. EXTEND 10'-0"FROM BUILDING AND CONNECT TO SITE UTILITIES.COORDINATE o m FINAL TIE-IN LOCATIONS AND WASTE INVERTS WITH THE SITE AND GENERAL CONTRACTORS. � 2 3 4 2. INSTALL WATER LINE AS HIGH AS POSSIBLE. Q 3. WATER UNE UP TO MAIN LEVEL IN CHASE,REFER TO SHEET P2.3 FOR W COORDINATION. 9 4. PROVIDE MAIN BUILDING SHUT-OFF IN ACCESSIBLE LOCATION IN THE BASEMENT Q FOR INCOMING COLD WATER LINE. m 5. REDUCED PRESSURE BACKFLOW ASSEMBLY,DRAIN RPBP-1 INDIRECTLY TO THE co SUMP BASIN,REFER TO DETAIL ON SHEET P4.0. N I 8 1"0CW O2 HB-2 3/4'0CW` 3/4°0CWO3 4.0 PBP- 5 N -- 4 C, N rc� 1-1/2°0CW UNDERGROUND ff w I I I I I I CONSULTANT STAMP �14�c 8602 1"OCwO2 ��>p rm MECHANIC'S P BASEMENT 08/20/2024 001 ARCHITECT STAMP I I I I I I I I I I I I I I I I I I I I 3 I I I I I cn I J - - - - - - - - - - - L, z � z w Lu 2 1 WATER PLAN-BASEMENT O 3 4 I (n SCALE:1/4"= 1'-O" NORTH Y O m z Do z G � Q Gw Cn 0- U) J L.L Lu WN z H r FL.L V � REVISIONS NO. REMARKS CHECKED CRA DATE AUGUST 20,2024 DRAWN TSM JOB N0. CITY APPROVED PLANS SHEET NUMBER PLANS MUST BE ON JOB SITE ®C ENGINEERING FOR ALL INSPECTIONS Pefga W.11(cginee;?.f-64S P2"2 'fwPhone:208.288.2181 Projed: 24GM01 GENERAL NOTES: o m 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE r_ C OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 0 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND W W GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. C W 3. WHERE PIPING PASSES THROUGH WALLS THAT ARE FIRE RATED,FIRE CAULK Cd PENETRATIONS TO MAINTAIN RATING.PROVIDE FIRE RATED CLEANOUTS AS 00 REQUIRED. Q + m 4. SOME BELOW SLAB PIPING MAY REQUIRE COORDINATION WITH STRUCTURAL u) W FOOTINGS;COORDINATE WITH GENERAL CONTRACTOR BEFORE FOOTINGS ARE POURED.ANY ADDITIONAL WORK REQUIRED TO ROUTE PIPING THROUGH/AROUND Q' GO FOOTINGS TO BE COVERED BY PLUMBING CONTRACTOR IN BID. 0 t W a KEYED NOTES: ® s 1. COLD WATER LINE FROM BASEMENT,REFER TO SHEET P2.2. o m 2. PROVIDE TMV-1,TYPICAL FOR ALL LAV/SINKS,REFER TO DETAIL ON SHEET P4.0. 2 3 4 3. 1/2°0CW TO MAU-1 EVAPORATIVE COOLER.INSTALL AS HIGH AS POSSIBLE. Q W 4. INSTALL AUTOMATIC FILL/DRAIN DOWN VALVE JUST BELOW THE ROOF,(VALVE r - PROVIDED BY THE HVAC CONTRACTOR).REFER TO MAU-1 SCHEDULE ON SHEET a M3.0 FOR MORE INFORMATION.COORDINATE INSTALLATION WITH THE HVAC Q GAS O7 CONTRACTOR. m METER CD O5. CONNECT GAS PIPE TO UNIT PER DETAIL ON SHEET P4.0. co HB-1 �Y 6. CONNECT 3/4"0CW AND 3/4"0HW TO WATER HEATER. Cu 8 1 3/4"OCW RESTROOM 7. GAS METER BY INTERMOUNTAIN GAS COMPANY,COORDINATE LOCATION WITH INTERMOUNTAIN GAS COMPANY PRIOR TO ROUGH IN. METER SIZED FOR RESTROOM 1 11 (318.6MBH®7''WC). 3/4"0CW 104 WH 8. ROUTE 1-1/4"0 GAS PIPE UP CONCEALED IN THE WALL TMV- WC-1 2 WC-1 L-1 L-1 9. ROUTE GAS PIPE HIGH AS POSSIBLE BELOW THE ROOF. U N o n • LL mD ° DF-1 1u� i ff �w 3/4"0CW 1/2"0CW OFFICE7- CONSULTANT STAMP 105 H 3/4"0CW 1 e�� pB TEa. i 1 2°ONG 5 GG "��fOf A 1-1/4"ONG 1/2"4HW 1"ONG 9 3/4"0NGO9 1/2°0NG 8VOG r ��9 Pao W -------------------- OS 1/2"0NG Q 10/22/2024 4 1/2"6NG UP TO RTU-1, Q1 SEE SHEET P2.4 FOR ARCHITECTSTAMP UH ------ 3/4"0NG UP TO CONTINUATION 2 __------ - MAU-1,SEE 6 CP 1/2"4HWR SHEET P2.4 FOR 4.0 1 CONTINUATION I 6 6 WH OPERATIONS 4.0 2 _____________ 102 --- --- LOBBY I 100 I STORAGE 106 -1 1/2"0CW 1"0CW Ol O3 U) Z I I J Q LL J Z_ Lu Lu Z 1 2 3 4 Lu Y o 1 WATER&GAS-MAIN LEVEL PLAN O z � SCALE:1/4"= 1'-0" O 00 Q NORTH 0 (D L1J C WN U) J L.L LLu Lu L_ H r FL.L V � REVISIONS NO. REMARKS 1 CITY COMMENTS CHECKED CRA CITY APPROVED PLANS DATE OCTOBER22,2024 DRAWN TSM Reviewed for Code Compliance —� JOB N0. PLANS MUST BE ON JOB SITE �- SHEET NUMBER FOR ALL INSPECTIONS DC ENGINEERING Pan,44. Eel Phone:2082882181 Project: 24GM01 GENERAL NOTES: o m 1. CERTAIN EQUIPMENT REQUIREMENTS NOTED ON THESE DRAWINGS WERE DERIVED FROM OWNER-FURNISHED COORDINATION DRAWINGS. CONTRACTOR TO VERIFY ACTUAL OWNER-FURNISHED EQUIPMENT CONNECTION REQUIREMENTS AND SCOPE C OF WORK. CONTRACTOR TO PROVIDE INSTALLATION OF ALL OWNER SUPPLIED PLUMBING FIXTURES. 0 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SANITARY,DOMESTIC,AND W W GAS LINES. VERIFY AVAILABLE INVERT DEPTHS PRIOR TO BEGINNING WORK. C W 3. THERE PIPING PASSES THROUGH WALLS THAT ARE FIRE RATED,FIRE CAULK p CIS PENETRATIONS TO MAINTAIN RATING.PROVIDE FIRE RATED CLEANOUTS AS 0 fY REQUIRED. Q + m 4. SOME BELOW SLAB PIPING MAY REQUIRE COORDINATION WITH STRUCTURAL o) W FOOTINGS;COORDINATE WITH GENERAL CONTRACTOR BEFORE FOOTINGS ARE POURED.ANY ADDITIONAL WORK REQUIRED TO ROUTE PIPING THROUGH/AROUND Q' GO FOOTINGS TO BE COVERED BY PLUMBING CONTRACTOR IN BID. 0 t t9 a KEYED NOTES: ® s 1. ROOF DRAINS ROUTED DOWN,REFER TO SHEET P2.1 FOR CONTINUATION. o m 2. 1/2"OCW TO THE EVAPORATIVE COOLER WILL BE EXPOSED FROM THE ROOF TO THE BOTTOM OF THE EVAPORATIVE COOLER,(16"t),REFER TO SHEET P2.3 FOR 2 3 4 CONTINUATION. Q 3. REFER TO SHEET P2.3 FOR CONTINUATION OF GAS PIPE. INSTALL PER DETAIL W ON SHEET P4.0. P m m @o 1 3"OOD OD-1 03"OOD OD-1 03"OOD OD-1 � OJ OL 03"ORD RD-1 0YORD - - RD-1 03"ORD - - RD-1 CONSULTANT STAMP �e\ONAL MAD 0 8602 A m�, o o9r Pam O 0 I 10/22/2024 i "ONGO 3 3 ARCHITECTSTAMP 1/12 ON RTUG 1 V) J J -------- LL z z Q J LL 1 2 3 4 } 0 1 WATER&GAS-ROOF PLAN0 00 < Y o SCAIF:1/4"= 1'-O` z M NORTH CO Q G UJ C WN U) J of < LLui uNi z H r FL.L V � REVISIONS NO. REMARKS 1 CITY COMMENTS CHECKED CRA DATE OCTOBER22,2024 DRAWN TSM CITYAPPROVED PLANS JOB NO. SHEET NUMBER PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS D C ENGINEERING Parm,449 e 154s. P2.4 Phone:2082882181 Project: 24GM01 WASTE CALCULATIONS(Based on 2017 Idaho Plumbing Code) PLUMBING FIXTURE SCHEDULE GASCALCULATIONS Grease Monkey CODE FIXTURE UNITS PER FIXTURE O W WASTE CALC #OF MIN. PRIVATE PUBLIC ASSEMBLY TOTAL FIXTURES TRAP 8, FIXTURE C DISTANCE TO MOST REMOTE OUTLET(FEET) 110 FT TRAM? UNITS NO EQUIPMENT DESCRIPTION MANUFACTURER SIZE PIPING CONNECTIONS G FEATURES&ACCESSORIES O 3 �TRAP WASTE VENT C.W. H.W. EQUIVALENT LENGTH ADJUSTMENT 1.25 SIZE Y O FIXTURE BARRIER FREE BI-LEVEL ELECTRIC WATER COOLER,HIGH POLISHED STAINLESS W EQUIVALENT LENGTH(FEET) 138 FT STEEL DRINKING FOUNTAINS WITH BUBBLER HEADS,PUSH BUTTON ACTIVATION, W drinking fountain or watercooler private 0.0 1-1/4" 0.5 0.0 ELECTRIC WATER COOLER WASTE STRAINERS,MATCHING BACK PANEL,ACCESS PANEL,VANDAL RESISTANT L5 C W EQUIPMENT BRANCHPIPESIZE INPUTMBH public 1.01-1/4" 0.5 0.5 DF-1 ELKAY EZSTLSC -- 1-1/4" 1-1/2" 1-1/2" 1/2" -- (0 W assembly 0.0 1-1/4" 1.0 0.0 (ADA COMPLIANT HI-LO) BOTTOM PLATES,AND COMPLETE MOUNTING SYSTEM.115/1/60,4.0 FLA,370 O O RATED WATTS.DELIVERS 8.0 GAL CHILLED WATER PER HOUR.MOUNT PER ADA CU 0 RTU-1 1/2" 101.6 MBH floor drain,2"trap arm private 0.0 2" 2.0 0.0 1 REQUIREMENT.PROVIDE CANE APRON MODEL LKAPREZL. Q co MAU-1 3/4" 67.0 MBH public 4.02" 2.0 8.0 LINE SIZE O assembly 0.0 2" 2.0 0.0 DSN-1 DOWNSPOUT NOZZLE JAY R.SMITH 1770-BS -- - - - -- PROVIDE CAST BRONZE BODY NOZZLE,WALL FLANGE,AND BIRD SCREEN. M � (SEE PLANS) Q" O UH-1 1/2" 75.0 MBH lavatory private 0.0 1-1/4" 1.0 0.0 ROUND,MEDIUM DUN FINISHED FLOOR CLEANOUT.PROVIDE WITH ROUND c " O JAY R.SMITH LINE SIZE -- ADJUSTABLE NICKEL BRONZETOP,GASKET SEAL AND TAPERED ABS PLUG.2" t W public 2.0 1-1/4" 1.0 2.0 FCO-1 FLOOR CLEANOIJT(FINISHED FLOOR) SERIES 4020S (SEE PLANS) a 0 UH-2 1/2" 75.OMBH assembly 0.0 1-1/4" 1.0 0.0 MINIMUM. m2 TOTAL CONNECTED LOADt7" .6 MBH sink,service or mop basin,3"trap an public 1.0 3" 3.0 3.0 FD-1 FLOOR DRAIN JAY R.SMITH 2O05Y-AO5-NB -- 2"/3" 2"/3" 2" -- -- ROUND NICKEL BRONZE STRAINER. I assembly 0.0 3" 3.0 0.0 GCO-1 GRADE CLEANOUT JAY R SMITH 4220S LINE SIZE(SEE PLANS) -- -- -- -- -- CAST IRON TAP,ABS PLUG WITH GASKET SEAL.SIZE TO MATCH WASTE PIPING. Q ' m GAS PRESSUREWCwater closet,1.6 gpf gravity tank private 0.03" 3.0 0.0 ANTI-SIPHON,AUTOMATIC DRAINING WITH ONE REMOVABLE OPERATING KEYTO CMAIN PIPE SIZE LEAVING METER4" public 2.0 3" 4.0 8.0 HOSE BIBB BE FURNISHED WITH EACH HYDRANT.FLUSH MOUNTAT IB"ABOVE FINISHED assembly 0.0 3" 6.0 0.0 HB-1 WOODFORD67 - - -- -- 3/4'. - 9+ Notes: (FREEZEPROOF) GRADE.VERIFYAND COORDINATE REQUIRED INSTALLATION LENGTH WITH Q 1.Pipe sizes based on longest length method,per 20181FGC,table ARCHITECT BEFORE ORDERING. 402.4(3). TOTAL HOSE BIBB ANTI-SIPHON,AUTOMATIC DRAINING WITH ONE REMOVABLE OPERATING KEYTO a FIXTURE HB-2 WOODFORD79 - - - -- 3/4" - BE FURNISHED WITH EACH HYDRANT.SURFACE MOUNT AT I8"ABOVE FIN ISHED I' UNITS 21.5 (MILD CLIMATE) GRADE. m EXITING 1 O WASTE SIZE VITREOUS CHINA,WALL MOUNT;0.5 GPM VANDAL RESISTANT AERATOR. co 4• 1 1/4" PROVIDE WITH K-8999 TRAP AND K-7131-A OFFSET GRID DRAIN ASSEMBLY FOR CU CU L-1 LAVATORY KOHLER K-2005 21"x18" 1-1/2" x 1-1/2" 1/2" 1/2" WHEELCHAIR.PROVIDE WITH ANGLE STOP AND WATTS LFMMV THERMOSTATIC WATER CALCULATIONS(Based on2017 Idaho Plumbing Code,Table A 103.1) (WALL HUNG,ADA COMPLIANT) W/MOENL4621FAUCET MIXING VALVE.SET MIXING VALVE TEMPERATURE PER THE CURRENT ADOPTED Grease Monkey CODE FIXTURE UNITS PER FIXTURE(COLD WATER) 1 1/2 VERSION OFTHE ADA STANDARDS,PLUMBING CODE,AND LOCALAHJ.PROVIDE WATER CALC #OF MIN, PRIVATE PUBLIC ASSEMBLY TOTAL ADA INSULATION KIT. FIXTURES FIXTURE FIXTURE BRANCH UNITS PROVIDE WITH ROUND ALUMINUM DOMES STRAINER,UN DERDECK CLAMP,AND = m PIPE SUMP RECIEVER.COORDINATE ROOF INSULATION DEPTH WITH ARCHITECT. LU i OD-1 OVERFLOW DRAIN JAY RSMITH 1070Y-V-R-CID-R$ LINE SIZE(SEE PLANS) -- LINE SIZE -- -- -- SIZE TERMINATE WITH G-O-N DOWNSPOUT,OR EQUAL.INSULATE BOTTOM PORTIONS FIXTURE OF ALL DRAIN BODYS LOCATED IN HEATED AREAS. N rcz PROVIDE WITH ROUND ALUMINUM DOME STRAINER,UNDER DECK CLAMP,AND LL mD a drinking fountain or water cooler public 0.0 1/2" 0.5 0.0 RD-1 ROOF DRAIN JAY R SMITH 1010-V-R-C-CID LINE SIZE(SEE PLANS) -- LINE SIZE -- -- -- SUMP RECIEVER.COORDINATE ROOF INSULATION DEPTH WITH ARCHITECT. W� igw public 1.01 0.51 0.5 INSULATE BOTTOM PORTIONS OF ALL DRAIN BODYS LOCATED IN HEATED AREAS. > ~g B LL assembly OOJ 0.75 0.0 RPBP_1 BACKFLOW PREVENTOR REDUCED PRESSURE WATTS LF009-QT-5 LINE SIZE -- -- -- LINE SIZE __ PROVIDEWITH I/4TURN BALLVALVE AND STRAINER.PROVIDE CONSULTANT STAMP hose bibb private 0.0 1/2" 2.5 0.0 MANUFACTURER'S AIR GAP FITTING AS REQUIRED. MOLDED STONE;FLOOR MOUNTED,SQUARE,INTEGRAL DRAIN.STOPS IN SHANK. g5\ 6 NAL public 1.0 2.5 .5 \ T additionalhosebibb private 0.0 1/2" 1.0 0.0 S$-1 SERVICE SINK- FIAT-M5B-2424 24"x24"x12" 3" 3" 1-1/2" 1/2" 1/2" CAST IRON TRAP.832-11 HOSE AND WALL HOOK,889-CC STAINLESS STEEL MOP FLOOR MOUNT MOP SINK W/FIAT 830-AA FAUCET HANGER AND MSG-2424 STAINLESS STEEL SPLASH PANELS.PROVIDE WITH WALL A. A public 1.0 1.0 1.0 CLEANOUT(WCO-1). 8602 lavatory private 0.0 1/2" 1.0 0.0 THERMOSTATIC MIXING VAVES.PROVIDE WITH INTERGRAL CHECKS,BRASS AND public 2.0 1 1.01 2.0 STAINLESS STEEL INTERNAL COMPONENTS,DUAL STAINLESS STEEL STRAINERS, TMV-1 THERMOSTATIC MIXING VALVE SYMMON57-225-CK --- -- -- -- 1/2" 1/2" assembly 0.0 1.0 0.0 PROVIDE WITH MIN.20 PSI,MAX 150 P51.MOUNT AND SECURE INACCESSIBLE A Sinks:serdce or mop basin private 0.0 1/2" 1.5 0.0 LOCATION. 11/13/2024 public 1.0 3.0 3.0 KOHLER 3999 VITREOUS CHINA;FLOOR MOUNTED.PROVIDE WITH VITREOUS CHINA TANK AND ARCHITECTSTAMP K water closet,1.6 gpf gravity tank private 0.01/2" 2.5 0.0 WC-1 WATER CLOSET SEAT K-4670C ELONGATED BOWL, 3" 2" 1/2" TANK COVER,POLISHED CHROMETRIP LEVER,BOLT CAPS,CLOSETSWEEP,SEAT (GRAVITY TANK TYPE,ADA COMPLIANT) 16.5"RIM FLANGE AND GASKET,WHITE OPEN FRONT SEAT WITHOUT COVER,AND OVAL public 2.0 2.5 5.0 SUPPLY K-7637 HANDLE AND FLEXIBLE RISERS.MOUNT PER ADA;TRIP LEVER ON WIDE SIDE. assembly 0.0 3.5 0.0 `Bathroom groups based on Table C 303.1(1) TOTAL WCO-1 WALL CLEAN OUT JAY R.SMITH 4472 LINE SIZE LINE SIZE TAPERED BRONZE PLUG AND STAINLESS STEEL COVER.SIZE TO MATCH WASTE FIXTURE 14.0 (SEE PLANS) PIPING,2"MINIUM. UNITS GENERAL SCHEDULE NOTES EQUIVALENT MANUFACTURERS GPM 14 1.FIXTURES INDICATED AS ADA MUSTCOMPLYWITH ICC/ANSI A117.1.VERIFY EXACT NUMBERS,FIXTURE DESIGNATIONS,LOCATIONS, ENAMELED CAST IRON,VITREOUS CHINA,ACRYLIC:KOHLER,AMERICAN STANDARD,ELDER,CRANE ZURN WARE, INCOM LINE SIIZENG 11/2" CLEARANCES,AND MOUNTING HEIGHTS WITH ARCHITECTURAL PLANS. BEST BATH,LASCO,AQUAGLASS STREET PRESSURE 50 PSI 2.ALLHW PIPING AND DRAIN LINES BENEATH ADA COMPLIANT LAVATORIES MUST BE INSULATED TO PREVENT BURNS.REF. STAINLESS STEEL SINKS:ELKAY,JUST,DAYTON,KOHLER LOSS THROUGH METER 5 PSI ARCHITECTURAL PLANS.INSULATE WITH MOLDED CLOSED CELLVINYL INSULATION-TRUEBRO OR EQUAL. SERVICE SINKS:FIAT,BRADLEY,ACORN,STERN&WILLIAMS,E.L.MUSTEE LOSS THROUGH BACKFLOW 10 PSI 3.PROVIDETRAP PRIMERS FORALL FLOOR DRAINS(PPP INC.,OR EQUAL).PROVIDE ACCESS PANELSAS REQUIRED. FAUCETS:DELTA HIDE,ELKAY,JUST,KOHLER,ZURN,AMERICAN STANDARD PRESSURE AT BUILDING 35 PSi 4.ALLACCESS PANELS ANDWALL BOXES SHALL BE RATED TO MATCH ASSEMBLY RATING. SHOWER VALVES,MIXING VALVES:POWERS,LEONARD,SYMMONS,MOEN �/) PRESSURE AFTER ANY REQUIRED BOOSTING 35 PSI TOILETSEATS:CHURCH,OSLONITE,BEMIS,SMITH V HIGHEST ROOF DRAINS,FLOORSINKS,FLOOR DRAINSANDTRAPS:WATTS,ZURN,WADE,JOSAM WATTS J F IX IN FT 3 1 PSI J PIPE LENGTH 50 L.F. BACKFLOW PREVENTION DEVICES,PRESSURE REDUCING VALVES:WILKENS,FEBCO,APOLLO/CONBRA CO FITTING LOSS 15 % TRAP PRIMERS AND SHOCK ABSORBERS:PPP,SIOUX CHIEF,SMITH Q PIPE LENGTH WITH FITTING LOSS 58 EQ.FT. LL LOSS THROUGH WATER SOFTENER 0 PSI ADDITIONAL LOSS 0 PSI Z REQUIRED PRESSURE FOR FARTHEST FIXTURE 20 PSI (20 psi flushval e,8 psi gravity) __ - - REMAINING PRESSURE 14 PSI W PSI/100 FT ELECTRIC TANKLESS WATER HEATER SCHEDULE ~ D NOTE:anticipated water meter size may vary as long as pressure loss through water meter does not exceed 5 psi 1 0 CIRCULATING PUMP SCHEDULE ELECTRICAL uJ EQUIPMENT TEMPERATURE DIAMETER HEIGHT WEIGHT W TYPE MANUFACTURER MODEL NOTES T NO. RISE (IN) (IN) (OPERATING) Y Q I VOLT/PH/HZ WATTS Z � v EQUIPMENT SYSTEM FLOW HEAD ELECTRICAL WH-1 INSTANTANEOUS 81F@0.35GPM -- -- 208/1/60 4,160W 5LBS CHRONOMITE CM-20L/208 1THRU5 O 00 NO. SERVED PUMP LOCATION STYLE FLUIDTYPE RATE (FT) MANUFACTURER MODEL NOTES ALTERNATE MANUFACTURERS:BRADFORD WHITE,AD SMITH,RHEEM/RUUD,STATE,LOCHINVAR. G CI'1 (GPM) VOLT/PH/HZ WATTS G - LJ NOTES: HOTWATER WET ROTOR 1.TANKLESS TYPE,WITH 0.2 GPM ACTIVATION. J Z CP-1 BASEMENT HOT WATER 2 10 115/1/60 55 BELL&COSSET NBF-12 1THRU3 W RECIRC CIRCULATOR 2.PROVIDE WITH WALL MOUNT BRACKET. J M 3.6-YEAR TANK AND PARTS WARRANTY. Q C ALTERNATE MANUFACTURERS:GRUNDFOSS,TACO,B&G,HONEYWELL 4.CONTRACTORTO PROVIDE AND INSTALL ADDTIONALACCESSORIES OR ANCILLARY COMPONENTS REQUIRED FOR A COMPLFTEAND PROPER INSTALLATION PER WATER HEATER STYLE. W LL Z NOTES: 5.PROVIDE ALL HAND WASHING SINKS WITH ASSE COMPLIANT TEMPERING VALVE. Uj Z 1.PUMP TO BE LEAD-FREE BRONZE,SYSTEM LUBRICATED CIRCULATOR. J 2.PROVIDE WITH CHECK VALVE,AQUASTAT,AND TIMER. /'► /'► /'► 3.CONTRACTOR TO SUPPLY ALLACCESSORIES AND COMPONENTS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. ELECTRIC TANK WATER HEATER SCHEDULE lJ L.L REVISIONS SUMP PUMP & BASIN SCHEDULE ELECTRICAL NO. REMARKS EQUIPMENT CAPACITY RECOVERY 100°F DIAMETER HEIGHT WEIGHT MANUFACTURER MODEL NOTES NO. (GALLONS) RISE(GPH) (IN) (IN) (SHIPPING) 1 CITY COMMENTS VOLT/PH/HZ WATTS CITY COMMENTS FLOW ELECTRICAL CITY APPROVED PLANS 2 EQUIPMENT HEAD BRADFORD WHITE-LI GHT DUTY TYPE SYSTEMSERVED FLUIDTYPE RATE MANUFACTURER MODEL NOTES WH-2 19 19GPH 18 25 208/1/60 4,SOOW 60 LE120U 1THRU6 NO. (GPM) (FT) VOLT/PH/HZ HP COMMERCIAL UTILITY prANs MUST eE ON III SITE ALTERNATE MANUFACTURERS:BRADFORD WHITE,AO SMITH,RHEEM/RUUD,STATE,LOCHI NVAR. M.aLL iN-10NI SP-1 WASTEWATER BASEMENT WASTEWATER WITH 20 20 115/1/60 4/10 HP LIBERTY P382LE41 1THRU4 NOTES: CHECKED CRA SUMPPUMP SUMP SMALLSOLIDS 1.PROVIDE WITH FACTORY INSTALLED HEATTRAPS OR PLUMBING CONTRACTORTO PROVIDE AND INSTALL. DATE NOVEMBER 13,2024 2.SINGLE ELEMENT OPERATION. ALTERNATE MANUFACTURERS:EQUALS DRAWN TSM 3.5-YEAR TANK WARRANTY. NOTES: 4.CONTRACTOR TO PROVIDE AND INSTALL A WALL PLATFORM WITH WALL BACKING AND SUPPORT PER MANUFACTURERS WRITTEN INSTALLATION INSTRUCTI0INS. JOB NO. 1.PUMP WASTEWATER TYPE SUMP PUMP FOR PUMPING SMALL SOLIDS. 5.CONTRACTOR TO PROVIDE EXPANSION TANK,SEISMIC STRAP,DRAIN PAN,AND ANY ADDTIONAL ACCESSORIES OR ANCILLARY COMPONENTS REQUIRED FOR A COMPLETE AND PROPER 2.PROVIDEDE WITH BUILT-IN THERMAL PROTECTION,SUBMERSIBLE POWER CABLE,AND PUMP SWITCH. SHEET NUMBER 3.PROVIDE WITH 24",41 GALLON POLYETHYLENE BASIN AN D BOLTING COVER WITH AN INSPECTION ACCESS COVER. INSTALLATION. 4.CONTRACTOR TO SUPPLY ALLACCESSORIES AN D COMPONENTS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. 6.PROVIDEALLHAN D WASHING SINKS WITH ASSE COMPLIANT TEMPERING VALVE. EIC ENGINEERING P3.0 P8fgq.'f9e ;riy4s. Phone:208.288.2181 PgIct: 24GM01 0 m FINISHED FLOOR 12"x12"x3-1/2"THICK 0 CONC.PAD TROWEL THREADED 00 (TYPICAL) (LINE SIZE) BEND SMOOTH AND EDGE. CLEANOUT CAP ,1/8 MIN.6"ABOVE W ANTICIPATED3"MINIMUM(FOR FROST CLOSURE) FAUCET—,,,o WC @9 END OF LINE CLEANOUT FLOOR CLEANOUT ACCUMULATION FL WATERTIGHT ROOF INDIRECT DRAIN PIPING T W CO FLASHING COLLAR;OR EQUAL SUPPLYEANDTPWTRAP LAVATORY/SINK CLUSTER CLOSELY TOGETHER Q N SEAL ALL EDGES OF FLASHING PER ADA REQUIREMENT. WASTE LINE, COLLAR W/ROOF CAULK w + m LENGTH TO MAY EXTEND AS ROOF 0 SUIT.(TYPICAL) WASTE OR VENT. VENT n HOT WATER SUPPLY Q. TO FAUCET POOR Ccli CID HROME WALL R AND PLUGGED TEE TMV-1 COLD WATER SUPPLY G SCREW�� W/CLEANOUT. 12„ THERMOSTATIC MIXING VALVE TO FAUCET 1°AIR GAP a 1 8 BEND WATTS MODEL No.LFUSG-B / 45'°WYE" (TEMPERATURE SEf AT 105'F)� SANITARY FINISHED FLOOR ; m FRTING J ESCUTCHEON PLATE INDIRECT WASTE 0 COLD WATER SUPPLY INCREASER FITTING AS ON WALL(TYPICAL) SHUT-OFF VALVE DRAIN OR REQUIRED FOR FROST FLOOR SINK c 1/8 BEND CLOSURE HOT WATER SUPPLY TRAP WASTE UNE-- SHUT-OFF VALVE J— DRAIN P-TRAP ARM Q SIZE-AS PER DRAWING T W GRADE CLEANOUT AN WALL CLEOUT WASTE THERMOSTATIC MIXING VALVE(TMV-1) P 4 CLEANOUT DETAILS 3 PVC-VENT THROUGH ROOF 2 INSTALLATION UNDER LAVATORY DETAIL 1 INDIRECT WASTE DRAIN DETAIL m SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS co @9 N N ILL CIRCULATING PUMP Lei m s2 CHECK RECIRC.UNE VALVE CONSULTANT STAMP T UNE TEMP. CONTROL SHUT-OFF VALVE(TYP.) 2"WIDE 24 GAUGE G.I.SEISMIC �f'F' sTFq��y COLD WATER SUPPLY H ANCHOR. LOCATE WITHIN THE VERIFY WITH MANUFACTURER UPPER AND LOWER ONE-THIRD OF A FOR EXACT VERTICAL THERMAL ITS VERTICAL DIMENSION,THE S6 2 EXPANSION TANK LOWER STRAP LOCATED TO N O INSTALLATION REQUIREMENTS S-I F-I MAINTAIN A MINIMUM DISTANCE OF FROM GAS �9 P�4+ PRESSURE GAUGE FLASHING(EXTEND 12"BEYOND FLOOR DRAIN,SET STRAINER 4 INCHES ABOVE THE CONTROLS. SUPPLY DRAIN IN ALL DIRECTIONS) LEVEL WITH CONCRETE(REFER SPPS HOT WATER OUTLET BOLT TO STRUCTURE,SECURE TO Y pN DISCHARGE SUPPLY BALL VALVE CONFORM TO WATERPROOF TO DRAINAGE SPECIALTIES DATA) FRAMING WITH MIN. 1/4"x3"LAG PIPING TO FIXTURES �(TYP OF 3) MEMBRANE MANUFACTURER. TEMPERATURE& OB/20/2024 -- SCREWS.(TYP) ' SUMP RECEIVER CONCRETE TOPPING PRESSURE RELIEF VALVE GAS COCK � 1 � ARCHITECT STAMP (SET ON CONCRETE) FULL SIZE COPPER PIPE WATER (TYPICAL) MANUAL SHUT-OFF VALVE WITH TO POOR DRAIN/SINK HEATER AN 1/8"N.P.T.PLUGGED TAPPING o ACCESSIBLE FOR TEST GAGE _ CONNECTION TO BE INSTALLED Q EAM OF THE GAS SUPPLY GROUND JOINT CONK CTION TO THE APPLIANCE. INLET STRAINER W UNION $ / : DRAIN VALVE 24"0 x 4"DEEP DRAIN PAN BLOW-DOWN VALVE ., METAL DECK W'o REDUCED PRESSURE ZONE y MOP DRAIN SINKPAN DRAIN TO N BACKFLOW PREVENTER f SUMP RECEIVER(WELD WEEPHOLL FIXED AIR GAP FITTING TO METAL DECK) CONCRETE INSIDE CAULK SLAB PREMANUFACTURED WITH DRAIN TO POOR SINK PIPE SIZE AS CONNECTION(SEE SPEC. WALL BRACKET NOTED ON PLAN FOR JOINING PROCEDURE) SUPPORT SYSTEM FLEXIBLE STEEL 6"TRAP INCOMING COLD WATER CONNECTION TO (DRIP LEG) -MET I DECK WITH CONCRETE EQUIPMENT/ '^ CONCRETE CONTRUCTION CONTROLS V) J REDUCED PRESSURE BACKFLOW 7 FLOOR DRAIN DETAIL SCALENTS G WATER HEATER DETAIL IfTS CJ S GAS CONNECTION DETAIL Q 8 PREVENTER DETAIL V LL SCALE:NTS Z_ 1 J_ W Q Y o W Z � O 00 0 2 o U rLL1 JZ_1 v) J CW Q LL C � � J 0 REVISIONS NO. REMARKS CHECKED CRA DATE AUGUST 20,2024 DRAWN TSM ® JOB NO. miUmmSHEET NUMBER CITV APPROVE D PLANS DC ENGINEERING IT61ON1011 pppp��a.��ke�� 55 P4.0 PLANS MUST BE ON LOB SITE PyE Y ' FOR ALL INSP—ONS �w ww. eng neer g,et Phone:208.288.2181 Pojed: 24GM01 Structural Notes Design Criteria Structural Framing Lumber and Plywood Sheathing Cont. Structural Steel 0 C Structural design in accordance with International Building Parallel Strand Lumber(PSLA Code,2018 edition. Structural steel shall conform to the following standards unless otherwise noted on E Fb=2900 psi plans: Fv=250 pet p Wide flan a 5tructrual beams and columns(W)shall conform to ASTM A529, O Design Loads: Roof Snow Load 30 par E =2.0E+6 et g Roof Dead Load 15 per Fc(perpendicular to grain,parallel to wide Face of Grade 50(Fy = 50 k90 or ASTM ASS2 (mimimum Fy=50 k90 Y O Wind 105 m -Ex osure C strands)=650 pal IA p Pi-(parallel to grain)=2900 pei Square and Rectangular structural steel tubing(HSS)shall conform to ASTM W M Seismic Design Category B A500,Grade B(Fy=46 ksi) C V) Laminated Strand Lumber(LSLh l0 O Soil Bearing Capacity: 1500 per(aseumed) Pip2250 pal (I100 pet for BE material) Steel pipe columns shell conform to ASTM A53,Type E or S,Grade 13 0 O Fv 285 pal (Py =35 ksU CU Foundation E IBE+6 pal (13E+6 pet For 13E material) + fD F. (perpendicular to grain,parallel to wide Face of American standard(6)shapes,channels(C),angles(L),plates,and bare shall O strands)=650 pet conform to ASTM A-36(Py =36 ksl). (A n Footings shall be placed on undisturbed existing Soil or Fc(parallel to rain)=IS50 psi CI400 I for 13E material) O compacted granular back fill compacted to 58%of the p g p p° Bolts for structural steel: ASTM A325 unless otherwise noted.Unless noted otherwise �• O maximum density of a standard proctor at optimum moisture. on plane,all bolted connections are Full pretensloned connections with class A raying p Manufactured Plywood Web Joists: surfaces.Except where specifically shown on plane,all holes for bolts shall be t m Contractor shall notify geotacknical engineer If clay Rim foist shall be solid,minimum 1 1/2'thick lumber or minimum 1 1/4' standard holes:hole diameter not more than 1/16' larger than nominal bolt size(not a '0 soils or groundwater are encountered during excavation. thick LSL manufactured rim foist material. more than 1/15'larger for anchor bolts). O Use squash blocks or continuous blocking between foists All bolted connections not Indicated as slip critical and anchor loots/rode shell be m For bearing partially on soil and partially on rod,,provide at ell interior walla that Support load-bearing walls above. ti Intoned as sug-tightened Joints In accordance with the above Joint specifications. minimum 6'sand oushton between rock and bottom of footing. Use squash blocks below point loads. i 7 m Web stiffeners may be required at interior bears oints for s welds shall be ElOXX electrodes performed In accordance with AWS Footingexcavations shall be clean and free of loose debris, speclFicatlone. m continuous and cantilevered port,see plan. ers,s ere C stands water,or uncoln acted material at time of concrete placement. p may be required at Jotete supported by foist hangers,see All steel fabrication and erection shall conform to the current edition of AISC c p hanger schedule and manufacturer's specifications. Badkfill against foundation walls or exterior walla below grade 'Specification for the Dealgn,Fabrication and Erection of Structural Steel For Q shall not be placed until the tope of the walla are restraied All installation per manufacturer's specifications. Buildings' W by the completed floor systems. Roof Sheathing: 1/16'(nominal)CD-X or OSB,minimum APA 24/0 '30 Concrete: 3000 pet In 26 days Minimum panan al atwiddtng -2PRP-108 and PS-2 Q 5V2 bag min.cement/cy. Minimum panel length•3 spans m Reinforcing Steel: Conform to the requirements of ASTM A615 8d nails at 6'o.c.edgesCO Grade 60(P9•60 kSU deformed bare 12'oz.field n for e4 and larger bare. Floor Sheathing: I'Tongue and Groove Sheathing--24 oc CU CU Grade 40(Fy=40 kal)deformed bare permitted for 03 and smaller uno. span rating or better. Minimum panel width 24' Minimum coverage: 3'cast against earth Minimum panel length=3 spans 1_ formed Glued and screwed Minimum lap splices: no.4--22'unto. Screws at 6'oz.edges no.5--28'unto. 12'oz.field other sizes per schedule Exterior and Interior Shearwalle: All relrfordng shall be tied or otherwise held to place to prevent See ehearwall schedule for sheathing and nailing. Q w movement during concrete placement. Provide 2'nominal(min.)blocking between etude at all U wo = z sheathing panel edges-sheathing must be nailed at all vN - Anchor Bolts: 1/2'Diameter ASTM A301 a Exterior four edges at all ehearwalls. 1/2'Diameter ASTM A301 a Interior Pony Wells Stud epactng at shear walla shall be maximum 16'oz.unless Except as othwwtee noted on Plan or Shearwall Schedule otthheerwlee noted. o g< Owe sheathing panels are required on both aides of a wall, L,J �O A.B.spacing: Oweand nail spacing Is lees than 6'oat,panel Pointe shall be > Exterior Walla: 4'-0'oz. and to fall on different framing members,or framing shell CONSULTANT STAMP Interior Pony Walls: 6'-0'oz. be 3'nominal minimum thickness and nails on each aide shall Except as otherwise noted on Plan or Shaerwall Schedule be staggered. �SS�ONAL fNc Provide additional anchor bolts not more than 12' All framing nailing shall meet the minimum requirements of IBC �04 1STfa,,xy� and not lase than 4 1/2'from the ands of all Table 2304.S.1. ant plates. ��$ Provide minimum(2)anchor bolts per sill plate All natla specified by pennyweight in these notes,on the plans, or wall segment, and In all schedules are common nails unless otherwise noted. NP 08/07/2024�0 Anchor Bolts for Holdowns: sizes and minimum embedments as shown All framing hardware shall be fully nailed or bolted. 991E OF��Py on plane or per manufacturer's specifications. Bolts: ASTM A301 unless noted otherwise. R/qN MARtF'� Unless noted otherwise,embedded bolts shall be placed prior to Provide washers at all bolt heads and nuts. concrete placement,and shall be held In place with templates or other suitable mears to prevent movement during concrete placement. No"alai Inspection Required ARCHITECTSTAMP Structural Framing Lumber and Plywood Sheathing Deferred Submittals Solid Sawn Lumber: Roof Truce Shop drawings shall be submitted to Engineer for 2'-4'wide: No.2 Douglas Fir-Larch,except review 4 approval,prior to fabrication of truss package. Stud grade for studs less than 10' 5'and wider:No.2 and Bette Douglas Fir-Larch 5'and thicker lumber: Select Structural Douglas Fir-Larch Structural Glued Laminated Timber(Glulam), Flo=2400 psi--Balanced for continuous members Fv=IW pet E =I.8E+6 pat Fc(perpendicular to grain)•650 pal Fc(parallel to grain)•1650 Psi wIn Laminated veneer Lumber(LvL): Pb•2600 pal O Fv•285 pal NON Fc(perpendicular to grain,parallel to glue line)=150 pet L.I_ (n Fc(parallel to grain)•2310 pal w � W U o } Z co W Q Oo cn Z W p O Q Z Z o w Q J Q O LL 0 uJ Z D U Q I REVISIONS NO. REMARKS CHECKED ELM DATE 7/11/24 DRAWN ELM EHM Engineers, Inc. JOB NO. 150-24 BUILDING THE FUTURE ON A FOUNDATION OF EXCELLEN:301 so. NUMBER CITY APPROVED PLANS Engineers/ Surveyors/Planners `'O•O S MUST BE ONJ B 621 North College Road,Suite 100 Twin Falls,Idaho J PLANS MUST BE ON JOB SITE g FOR ALL INSPECTIONS p(208)-734-4888 fax(208)P66,T6"62huai>(-5 2x6•16'O.C. 1/'0 BOLTS s 48'O.C. t AS REQ'D AT C BREAKS(T'EMBED) III EL Imm'-6' E BLOCK WALL DOILN Im•FOR SLAB POUR OVER s ALL DOORS BLOCK WALL DOILN 10'FOR SLAB O O EL Imm'-m' FOUR OVER+ALL DOORS EL Imm'-m' W to a m a Is a IS a. a Y 0 r---------------------------------- ------------ ---------------------- • a ° ro r C M I II I II I I 154R-36 GR 50 16 GA 15VLR-36 GR 50 16 W 'd r STEEL DECK w/TOPPING STEEL DECK w/TOPPMG N r , _________ SLAB bTOTAL DEPTH) SLAB b TOTAL DEPTH) I I w/6x6-WI22xU2 110 w/bx6-W122xWL2 UUF + . I I I I I I I O I I I I I I I _EL C9 I I L4x44 w/1*6'TITEN L4x44 w/I'Oxb'TITEN I I I I I I I SCREW•48'OL. SCREW a 48'OZ. 0 I I I 1 4'CONCRETE SLAB w/ I I I t cc I I I I •31e a 24'OL.E.W.MID SLAB I I a I I I I FFE.•91 I I W 4,-2, 4'-W' S,-2. 5,_5, 4,_2, g,_6. 4,J2. a s a Q 0 7 m Al I I 3 a I I r--- ---� ------ -----� ------ ---- ---------- --�— ---� I I I I 18 3 I �•• I I I I I I I "4'e• 'OL.HORS 4'e s 18'OL.HORS I I p I I I I I I 4'CONCRETE SLAB w/ I Q I I F I I I I I I 9'e a 24'D.C.E.W.MID SLAB 1 m m m I I w LL I I a 0 I i FFE.=Imm'-m i A "t ao o W 4's®12'O.C.VERT 4's s 12'O.C.VERT a I I I I I I I I I CU I I • I I --------�------------IIII IIII a III1 II l -- —2/'9-56's—bs'—126'—O--N —---- -----I------- II IIII I III1 UJ1x2'x�'WELD R w/(4) x T.1141 LHI AB F ¢•o xb'WELD STUDS iYP DM Q " $ a > I 1 c I I I U z A I I 1 I I I 4 4 a s• 1 I I I I w FO o z�<< I I I 1 I I I 4'CONCRETE SLAB w/ > I I I I I I 1 1I 1I 1I 1 I I I I I II I I 1I 9's s 24'O.C.E.W. 4'CONCRETE SLAB w/ a CONSULTANTSTAMP ° I I I 1 I I I "4's a IS'O.C. 315 a 24'OL.E.W. SS\ONAL fN I L--- L----------- ------------ ------------- ------------- -----------� F� Glsrf Ci ----I L---------- -- -------� I (3)14'sCONi 2)"4'sCON7 a �o pE 02^ 11117A 1 --------- I EL 91'-T' EL 91'-T' °- 7 p A ----- ---- ------------- /7�U L-------------------------- -------------------------------------------J ° N�08/07/2024�0 OF n ® fnn a eN/N MAR Q Q _ ARCHITECT STAMP FOUNDATION PLAN 3m' 24- SCALE I/4'=I' 2xb a Ib'OL. y'o BOLTS s 48'oL. SECTION B SECTION C t AS REQ'D AT 51, BREAKS(T'EMBED) SCALE I'.I' SCALE I•.I' T' Y-4' 5'-8• 4'-4' 6'-3' 3'-4' 9'-4• 3'-4' 8'-5' BLOCK WALL DOW Im'FOR SLAB �EL Imm'-m' FOUR OVER•ALL DOORS 4 I I I I I I I I @'a 12' I I I I I I I I BLOClKCUT (3)'We CCNT d d _ _ - �n Lij jI —UA3xi5_— I ubx9 I --I18x8__J 1 I I UBx21 O Z I Wbx9 I I I I Wbx9 I I IUSX9 I 4's•24'OL.VERT 4 E I I E )---- ---- I I I I 9 4'a CANT L H ''_^) J EL 9S' V Il I I I I I I LU Ur WSx14 _4, I WBx24 I Wbx9 I 11.8x8 I I I I221 °a - BAR SIZE BAR LAP lU STANDARD HOOK CH7 w Z ----- ------� ---------- --------- M - -- r, ---- I CbxB 1 I I I I I I a3 IT' 6' T/2 T/2 I U O t77I I I I I I EL 9T'-2' 4 23, 8' CORNER PIER UI4ERE REQ'D. } Z M I I I I I I '5 28' 10, I I I I I I 5' S' 5' hb 34' 12' w 7 00 LL WbX9 • aT 48' 14' Y L I18x8 1 ____ 1 Il8xi5 I _----_____ I I U.IBx11 �' "8 55' 16' T PLAN Z w O — SECTION A TYPICAL REINFORCING SPLICE&HOOK TYPICAL CORNER WALL REINFORCING Z o 06 z SCALE I'.I' SCALE NTS. SCALE N.T.S. I I I I I I Q cn 8x15 I I I I W15X21 LJj J O x — — F------1 ---------- ---- (n Q Q I C60 1 I I I L8x3xv4 EDGE I I 9 p Q p LL EL Imm'-m' EL Imm'-m' 4'RECESS I I I I I ANGLE TYP I I 1z' m' w Z 4 E I/4'@(3 SIDES Z LIFT PIi ---- I I ---- ---- 28' T' 8' 2' 2' 6' 2' N I W5x9 I I I I W&X9 I I (*X9 I RECESS) P11ly j Q W&ISI I MIS I I WXIS I I I I ——— UIBxTI ——— #'k � (� Q >� ILL ------- I ———— r------7 ---------- 'v PIT OPENING us • • 1 1 1 1 1 1 1 1 WImx54 v (4)�'Ox6' REVISIONS 2 0 I I I I I I I I WELD STUDS ° Q BLOCKOU7 I I 1 1 I I I I TYPICAL STEEL DECK STEEL SHIM l61�'oxb' • NO. REMARKS I Wbx9 W6x9 I ?. t TOPPING SLAB AS REQ'D WELD STUDS :Q ———— ———— ———— - xI& 1 WBxl5 1 I 11.8x15 I I I I WBx21 11'xl2'x'fE • • I I I I I I I I 1.4 I I I I I I I I WIOX54 1 1 1 1 1 1 I I SECTION @ 4"RECESS PIT W10x54 EMBED WELD PLATE W8 EMBED WELD PLATE 1 1 1 1 1 1 I I CHECKED BLM SCALE I'=I' SCALE I-IR'=I' SCALE I DATE 7/11/24 NOTES: DRAWN BLM L PIT DECK TO BE 15VLR-36 GR 50 16 GA STEEL DECK EHM Engineers, Inc. JOB NO. isa-24 w/TOPPING SLAB(W TOTAL DEPTH)w/bx6-022XW7 IIII.F 2.STEEL CONNECTIONS TO BE DESIGNED BY BUILDING THE FUTURE ON A FOUNDATION OF EXCELLENCE SHEET NUMBER FABRICATOR AND SHOP DRAWINGS TO BE SUBMITTED FOR APPROVAL PRIOR To CONSTRUCTION. C STRUCTIOITY APPROVED PLANS Engineers/ Surveyors/Planners •O 3.STEEL TO BE 5m KSL ^°°�'.°'.^'^.. 621 North College Road,Suite 100 Twin Falls,Idaho 83301 4. TOP STEEL To BE 99'-6'UN.O. PIT FRAMING PLAN SCALE 1/4'=1' vNF0A11NSVERIONS ITE h p(208)-734-4888 fax(208�As¢Q�v(rilY.2epylfC{,�Lt� oW � 3 � YG TOP WALL IS'-b'TOP WALL 23'-b' Am W C C9 I (2)LTSAWS LVL (2)I.154815 LVL (2)LTSALB15 LVL ZI (3)2x10 1 N Q + fD 0 Q M M 0 2 s NOTES: SHEAR WALL SCHEDULE a v 1.HEADERS NOT SHOWN TO EE(2)2xS 0 2.IS'-b'WALLS TO BE 2xb M12 a Ib'O.L. Qj J'OSB ONE SIDE wl Sd s b'O.C.PANEL EDGES,12'O.C.FIELD 3 m0 3.23'-b'WALLS TO BE 2xb DFV'2.R' C.O. OR 1.1563 LVL B Ib'O.L. 4.(3)KING STUDS EA SIDE OF 10'DOORS Q J'055 ONE SIDE wl Sd•2'O.C.PANEL EDGES,12'O.C.FIELD. d bxb END POSTS,1-I0I2 HOLDDOWNS 1 PABSB ANCHOR BOLTS EA END Q T I 3 v Q LL F m 22'RED-L®24'O.C.(DESIGN BY SUPPLIER) 9 M _ CU Cu n� � z Lj JUw6� (°IC ZXNi Ul C m= F 8 I.-15xILS95 LVL LEDGER w/(4) z�'80525412 SCREWS EA STUD L j o WALL)OR(5)60625412 SCREWS EA TRIM CLIPS BY SUPPLIER STUD(23'-b'WALL)"CAL bxb DFL SECLET CONSULTANT STAMP STRCT(a)PLACES TYP ON IS PN o� OISTE cry (2)VISAIST5 LVL (2)L-ISAIS75 LVL (2)L-ISAIS75 LVL (3)LISxIIBT5 LVL a �p mmmm ............ 7778 I I I IPT 08I07/2024�O iOP WALL IS'-b'TOP WALL 23'-b' IA9Tf OF��PZ �7AN MARZEa ARCHITECT STAMP ROOF FRAMING PLAN SCALE 1/4'•1' W W � O O = LU LU W F U o Z co W Q m z O o Z 0— z_ Q aS � � JLL LL LL QO W H z � � § O 0 Q 1- REVISIONS NO. REMARKS CHECKED BLM DATE 7111/24 DRAWN BLM EHM Engineers, Inc. JOB NO. 1 150-24 BUILDING THE FUTURE ON A FOUNDATION OF EXCELLENCE SHEET NUMBER CITY APPROVED PLANS Engineers/ Surveyors/Planners C .O MANS MUST BE ON JOB SITE FOR ALL INSRERIONS 621 North College Road,Suite 100 Twin Falls,Idaho 83301 J p(208)-734-4888 fax(208)pbtjb 14hdf.5