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HomeMy WebLinkAbout25-1414 665 Heyburn Ave W-Bldg 5-6-Plex-City Approved Job Site Plans CITY OF CITY OF rj`N''IN City of Twin Falls I s F�[.l� TWIN M�I.1A25 1414 � i � a,�♦ Q�0 General Inspection Notes 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 Missing equipment schedule&method of controls for HVAC. J.Victor: Building Safety Please specify on overall site plan where all Type A units will be located for whole complex. See IBC section 1107.6.2.2.1. If a Type A unit is required in this building, please show on plans&also include all details for Type A. J.Victor: Building Safety Specify size of water tap and water line going to building. J.Victor: Building Safety 1 hr. rated corridor at middle stairwell terminates at a 1 hr. rated ceiling. Since the trusses are part of the assembly,the whole attic space over the two upper units needs to be 1 hr. rated or the walls at the corridor needs to extend through the attic space to the bottom of the roof sheathing. See IBC section 1027.6. J.Victor: Building Safety Door in rated stairwell to be 1 hr rated for fire barrier per IBC table 716.1(2). Plans show 3/4 hour. CITY APPROVED PLANS J.Victor: Building Safety Label walls on pg.AO-6 at stair in middle as an Exterior Exit stairway&show as a fire barriers. Reviewedfar Code Compliance 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. PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Reviewer comments and markups included in final approved plan set. Page 1 of 48 LICENSED ARCHITECT NEW 6-PLEX FOR: row, I A ART°B R.COL ID RANDY S I MAS APTS 5T4,21,2025 TBD Heyburn Ave Twin Falls, ID PLAN ANALYSIS Based on 2018 Edition of I.B.0 SHEETINDEX SHEETINDEX Sheet Sheet GENERAL NOTES: Architect Of Record Laughlin Ricks Architecture.L.L.C. Number Sheet Name Number Sheet Name 1. ALL WORK SHALL MEET CURRENT STATE,LOCAL CODES,ORDINANCES,&2018 IBC Engineer: IC AO-0 TITLE SHEET A24 ENLARGED 2ND FLOOR PLANS 2 STATE&LOCA MECHAN LCODES.ELECTRICAL,&PLUMBING WORK SHALL MEET ALL CURRENT APPLICABLE AO-1 EXIT PLANS A2-5 ENLARGED 2ND FLOOR PLANS 3. ALL UTILITIES SHALL BE PROPERLY IDENTIFIED&LOCATED BEFORE WORK BEGINS ON AO-2 R-2 OCCUPANCY CODE REQUIREMENTS A3-0 EXTERIOR ELEVATIONS PROJECT. Jab Address: AO-3 TYPE B UNIT CODE REQUIREMENTS A4-0 ROOF PLAN 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS&DIMENSIONS AT THE JOB SITE&NOTIFY Legal Description: AO-4 CODE REQUIREMENTS-FIRE A5-0 BUILDING SECTIONS THE ARCHITECT OF ANY DIMENSIONAL ERRORS,OMISSIONS,OR DISCREPANCIES BEFORE AO-5 FIRE PENETRATIONS A5-1 BUILDING SECTIONS BEGINING OR FABRICATING ANY WORK. Occupancy Classification: R-2 C71 Occupant Load Per Area: 1 ST:3,673/200 18 AO-6 FIRE RATING PLANS A6-0 TYP WALL TYPES 5. DO NOT SCALE DRAWINGS. Occupancy Use: APARTMENT HOUSE 2N0:3,673/200 18 A1-0 PHASE SITE PLAN A7-0 CEILING PLANS 6. ALL DOOR HANDLES SHALL BE LEVER TYPE,ALL DOOR HARDWARE SHALL BE A.D.A Al-1 SITE PLAN A8-0 INTERIOR ELEVATIONS COMPLIANTAS PER CURRENT ANSI 117.1 A1-2 SITE DETAILS A9-0 DOOR SCHEDULE&ELEVATIONS 7. AT MAIN ENTRANCE DOOR SHALL HAVE SINGLE ACTION LOCKING DEVICE W OR SIGNED C-1 COVER SHEET A10-0 DETAILS-CASEWORK "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." Allowable Stories Per Code: 3 Provided: 2 (IBC Table 505.4) Total: 36 ST-1 SITE PLAN A10-1 DETAILS-STAIRS UT-1 UTILITY PLAN A10-2 DETAILS-DOORS&WINDOWS Floor Area: Basement: 1-1: 3,911 SF Exits Required: Basement: 151:1 PER APT+EERO GR-1 GRADING PLAN A10-3 DETAILS-MATERIALS 2"d: 3,849 SF 3rd: Total: 7,760 SF 2nd:1 PER APT EERO 3'd: 4R`: RD-1 ROAD IMPROVEMENTS S1.0 GENERAL STRUCTURAL NOTES TWIN FALLS FIRE DEPARTMENT NOTES: RD-2 ROAD IMPROVEMENTS DETAILS S1.1 TYPICAL DETAILS Total Required Exits Per Occupant Load: 6+EERO (IBC Table 1006.3.2) 1. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INSURE THAT ALL DT-1 TYPICAL DETAILS S1.2 TYPICAL DETAILS DEFERRED SUBMITTALS REQUIRED BYTHE FIRE DEPARTMENT HAVE BEEN APPROVED BY Actual furthest travel distance to exit: 74',126 ALLOWED (IBC Table 1017.2&1006.2.1) DT-2 TYPICAL DETAILS S2.0 FOUNDATION PLAN THE STATE PRIOR TO THE INSTALLATION OF A FIRE ALARM AND/OR FIRE SPRINKLER SYSTEM.IT SHALL ALSO BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DT-3 TYPICAL DETAILS S2.1 SECOND FLOOR FRAMING PLAN VERIFY THAT ALL APPROPRIATE TESTING AND/OR INSPECTIONS HAVE BEEN PERFORMED Penetrations?Show Approved Listed Products on Plans: EX-1 RIGHT OF WAY EXHIBIT S2.2 ROOF FRAMING PLAN BEFORE COVERING OR CALLING FOR A FINAL INSPECTION. W 2. FIRE SPRINKLER UNDERGROUND PIPING T f Construction: v6 Allowable Building 60' A2-0 OVERALL MAIN FLOOR PLAN S3.0 FOUNDATION DETAILS THE UNDERGROUND FIRE SPRINKLER LINE MUST MEET NFPA 24 AND THE CITY OF TWIN Type o 9 Height:9 0 FALLS STANDARDS.THE INSPECTION AND TESTING OF THE UNDERGROUND FIRE A2-1 ENLARGED MAIN FLOOR PLANS S4.0 FLOOR FRAMING DETAILS SPRINKLER LINE SHALL BE OVERSEEN BY THE TWIN FALLS FIRE MARSHALL. Seismic Design Category: c 1 R 1 Allowable Area Calc's: 7.000 SF PER STORY J A2-2 ENLARGED MAIN FLOOR PLANS S5.0 ROOF FRAMING DETAILS 3. SPRINKLER SYSTEM(S) m SPRINKLER SYSTEM PLANS SHALL BE SENT TO THE STATE FIRE MARSHAL OFFICE AND A2-3 OVERALL 2ND FLOOR PLAN DESIGNED IN ACCORDANCE WITH CURRENT NFPA 13 STANDARDS. Automatic Sprinkler System: Yes: X No: (IBC Table 506.2) U) IDAHO STATE FIRE MARSHAL SOI WEST STATE STREET,3RD FLOOR Maximum Floor Area Allowed: 7,000 SF PER STORY Exit Signs: Yes: No: X d PLANSSE,S A SHALL MEET Q PLANS SHALL MEET CURRENT IFC,NFPA 13R AND IDAHO STATE PLUMBING CODES,AND BE O ❑ Fires sprinkler and Fire Alarm plans shall APPROVED PRIOR TO INSTALLATION. Special Inspections Required? Yes: X No: Emergency Lights: Yes: X No: LL to P p 4. FDC VISUAL ALARM A VISUAL ALARM DEVICE(EXTERIOR HORN/STROBE)SHALL BE x Q m be submitted to the lSFM office. No AIDPROVIDEDROVED IN THE SIGNS SHALL BE IN TALLFDC. Firewalls Required? Yes: X No: Fire Extinguishers Shown: Yes: X No: LL I LL W 5. APPROVED SIGNS SHALL BE INSTALLED ON THE FIRE RISER ROOM DOOR AND ON THE FIRE 3 W work DEPARTMENT CONNECTION. (Specify Type&Rating) (IFC Section 906) J _ 6. A HORN SHALL BE PROVIDED IN EACH APARTMENT THAT IS INTERCONNECTED WITH THE ll shall commence on site until accepted FIRE SPRINKLER FLOW SWITCH.PLANS SHALL BE SENT TO THE TWIN FALLS FIRE MARSHAL Z X X P Occupancy Separation Use. Yes: No: Fire Hydrant Locations Shown: Yes:_No: (O 0 a W FOR APPROVAL.FIRE SPRINKLER PLANS SHALL BE APPROVED PRIOR TO INSTALLATION. plans are onsite,unless an early Start FIRE EXTINGUISHERS IN EACH APARTMENT SHALL BE LBS WITH A MINIMUM RATING OF has 2A106c Areas of Refuge Required? Yes: No: X Vestibule Required: Yes: No: X W Q x (IBC Section 1009.2,3,4) Lu m Area Separation Required? Yes: No: X Classified Areas? Yes: No: X Fj WHILE EVERY EFFORT HAS BEEN MADE TO PERFORM A (Show on plans&Show Areas) FIRE EXTINGUISHER REQUIREMENTS for multi-family dwellings THOROUGH PLAN REVIEW, IT DOES NOT EXEMPT THE IAW 2018 IFC 906 and NFPA 10,2018,ed. Fire Resistance Ratings of BLDG Elements: 6 (IBC Table 601) CONTRACTOR OR DESIGNER FROM CODE (Specify Rating) REQUIREMENTS OMMITED FROM DRAWINGS OR ITEMS Multi-Family: Minimum Roof Class: C (IBC Table 1505.1) Exterior Wall Openings: N/A (IBC 705.8) CAUGHT DURING FIELD INSPECTION. Install portable fire extinguishers with a minimum rating of 2A-10B:C. Fire Doors: N/A (IBC Table 716.1.2) Fire Alarm System: ves (IBC 907.2) � Either in common areas like hallways/stairwells or 1A-5BC in each unit. Fire Flow and Duration: Corridor Width: 36" (IBC Table 1020.2) The travel distance from an extinguisher shall not exceed 75 feet. Rated Structural Frame: Yes: No: X Rated Corridors: Yes: No: x (Roof Supports Only) (IBC Section 1020.1) ABBREVIATIONS Rated Bearing Walls-Exterior: Yes: X No: Rated Bearing Walls-Interior: Yes:_No: X °Ste" AC ACOUSTICAL CEILING DIA DIAMETER GYP BD GYPSUM BOARD PL PLATE,PLASTIC LAMINATE T THREAD Rated Nonbearing Walls-Exterior: Yes: No: X Rated Bearing Walls-Interior: Yes: No: x 'd o ADJ ADJUSTABLE-ADJACENT DIM DIMENSION HB HOSE BIB P-LAM PLASTIC LAMINATE TBB TILE BACKER BOARD (>30'Fire Separation) (Roof Supports Only) AFF ABOVE FINISH FLOOR DF DRINKING FOUNTAIN HC HANDICAPPED PLWD PLYWOOD T&G TONGUE AND GROOVE ~ m AL ALUMINUM DP DEEP HDR HEADER PNL PANEL TO TO OF ALT ALTERNATE DR DOOR HIM HOLLOW METAL PORC.TILE PORCELAIN TILE TOW TOP OF WALL Rated Nonbearing Walls-Exterior: Yes:_ No: X Rated Nonbearing Walls-Interior: Yes: X ANOD ANODIZED DS DOWNSPOUT HORIZ HORIZONTAL PR PAIR TPD TOILET PAPER DISPENSER (10'-30'Fire Separation) No: AP ACOUSTICAL WALL PANEL DWG DRAWING HT HEIGHT PSF POUNDS PER SQUARE FOOT TSCD TOILET SEAT COVER DISPENSER APPROX APPROXIMATE E EAST HVAC HEATING/VENTILATING/ PSI POUNDS PER SQUARE INCH TT TIRE TREAD Rated Floor Construction: Yes: X No: Rated Roof Construction: Yes: No: X V U w ARCH ARCHITECT(-URAL) (E) EXISTING AIR CONDITIONING PT PAINT,PRESSURE TREATED TYP TYPICAL AW ACOUSTICAL WALL EA EACH ILO IN LIEU OF PTO PAPER TOWEL DISPENSER UNO UNLESS NOTED OTHERWISE AW F ACOUSTICAL WALL FABRIC EF EXHAUST FAN INSUL INSULATION QT QUARTZ TILE U/s UNDERSIDE Lighting Layout and COM Check? Yes: X No: BLDG BUILDING EJ EXPANSION JOINT INT INTERIOR R RISER,RADIUS VB VAPOR BARRIER Q'a BM BEAM EL ELEVATION JNT JOINT RB RESILIENT BASE VCT VINYL COMPOSITION TILE Boo BOTTOM OF DECK ELEC ELECTRIC(-AL) KID KNOCK DOWN RE) ROOF DRAIN VERT VERTICAL Comments: BOT BOTTOM EP ENAMEL PAINT LAV LAVATORY RO ROUGH OPENING VGF VINYL GYM FLOORING BTWN BETWEEN EQ EQUAL MCFP MULTI-COLORED FINISH RR RESTROOM VIE VINYL INDUSTRIAL FLOORING CB CATCH BASIN EW EACH WAY PAINT SYSTEM RSF RUBBER SHEET FLOORING VR VAPOR RETARDER CST CABINET EXG EXISTING Moo MEDIUM DENSITY S SOUTH VT VINYL TILE CG CORNERGUARD EXP EXPANSION OVERLAY PLYWOOD SC SOLID CORE VWF VINYL WALL FABRIC r-! cJ CONTROLJOINT EXT EXTERIOR MECH MECHANIC(-AL) SCU STRUCTURAL CLAY UNIT W WEST r CL CENTERLINE FA FIRE ALARM MFR MANUFACTURE(-R) SD SOAP DISPENSER W/C WATER CLOSET CLG CEILING FD FLOOR DRAIN MIN MINIMUM SDSV STATIC DISIPATIVE SHEET VINYL WD WOOD 1 PLAN ANALYSIS l CUR CLEAR(-ANCE) FE FIRE EXTINGUISHER MISC MISCELLANEOUS SF SPECIALTY FINISH W/o WASHER&DRYER U 114"=1'-O" F-( CMT CERAMIC MOSAIC TILE FEC FIRE EXTINGUISHER CABINET MRGB MOISTURE RESISTANT SFGL SAFETY GLASS WDO WINDOW CMU CONCRETE MASONRY UNIT FF FACTORY FINISH,FINISH FLOOR GYPSUM BOARD SHTG SHEATHING WE WALL FABRIC cc CLEAN OUT FIN FINISH(-ED) MTL METAL SIM SIMILAR WFV WOOD FACE VENEER COL COLUMN FLR FLOOR(-ING) N NORTH SL SLOPE WG WIRE GUARD GONG CONCRETE END FOUNDATION (N) NEW SND SANITARY NAPKIN DISPENSER WGL WIRED GLASS CONT CONTINUOUS,CONTINUE FOG FACE OF CONCRETE NA,N/A NOT APPLICABLE SP SPACE(-S) WM WIRE MESH CORR CORRIDOR FRP FIBERGLASS REINFORCED NIC NOT IN CONTRACT SPEC SPECIFICATION W/o WITHOUT CP CARPET PLASTIC PANEL NDU SANITARYNAPKIN SQ SQUARE WOC WALK-OFF CARPET FIRE SPRINKLER SYSTEM SHALL BE PROVIDED. FIRE ALARM&DETECTION SYSTEM SHALL BE CS CONCRETE SLAB,SEALED FRVR FLAME RESISTANT VAPOR BARRIER DISPOSAL UNIT S/S STAINLESS STEEL WE, WATERPROOFING PROVIDED. CT CERAMIC TILE FT FOOT,FEET NOM NOMINAL ST STAIN WPS WALL PROTECTION SYSTEM CTJ CONTROLJOINT FTG FOOTING NTS NOT TO SCALE STL STEEL WR WATER RESISTANT DATE: 4/21/2025 CTR COUNTER(-TOP) FWC FABRIC WALL COVERING OC ON CENTER STIR STRUCTURE(-AL) WRGB WATER RESISTANT GYPSUM HARD WIRED&INTERCONNECTED SMOKE DBL DOUBLE GA GAUGE OD OUTSIDE DIAMETER STRG STORAGE WALLBOARD NM RCR DIET DETAIL GALV GALVANIZED OPP OPPOSITE SV SHEETVINYL FLOORING WWF WELDED WIRE FABRIC DETECTORS SHALL BE PROVIDED IN ALL aw° cn�ke GMM GLASS MESH MORTAR BOARD PCMU PRE-FACED CMU W/ WITH SLEEPING OR DWELLING UNITS PER IBC SECTION CITY APPROVEDPLANS 420&907.2.11 PLAINSMUST ON FOR AD O FOP ALL INSVERIONS Page 2 of 48 LICENSED ARCHITECT AR- ,LS B STA�TEL IDPH 4/21/2025 1 2 3 4 5 1 3 5 — — —15' — — — — 16' 5 �3T I _ Ii „' 11' REF REFLLI T _ 1 —3'—1 _ `" 73: � / i J I I m .� IIIIITI IIIIIII D IIIIIIIIIIII® ILL U) C Lu i3-_t3�_t3y_tty_t Q m a s. 3: z H \ \ Lu Q o X 1� Z 2 m LLJ 3' 3' DW v DW — s' rt 00 _ Oo0 3 it iilrti i l 3' 13' bA o M �" _I \ a (� b 761 REF 17-1 ,tl Q x 1 2 3 4 5 1 ( 3 ;;' 5 �P. n MAIN FLOOR EXIT PLAN n 2ND FLOOR EXIT PLAN F--�1 CITY APPROVED PLANS w.e�o,wxmnvuo„�. DATE: 4/21/2025 PLANS MUST BE ON lOB SITE FOB ALL INSPECTIONS NM RCR awn CM1eckeN AO-1 Page 3 of 48 LICENSED ARCHITECT AR- 'LR TABLE 506.2 310.4 OCCUPANCY CLASSIFICATION R-2 TABLE 504.3 TABLE 504.4 ALLOWABLE AREA FACTOR(A1=NS,S,S13R,OR SM,AS APPLICABLE)IN SQUARE FEET ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE TYPE OF CONSTRUCTION SECTIONS 420 OCCUPANCY 420.2 SEPARATION WALLS.WALLS SEPARATING DWELLING UNITS IN THE SAME sr TE nIDAHO TYPE OF CONSTRUCTION TYPE OF CONSTRUCTION TYPE I TYPE II TYPE III TYPE IV TYPE V OCCUPANCY OCCUPANCY CLASSIFICATION SEE FOOTNOTES BUILDING,WALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND 4/2112 0 2 5 CLASSIFICATION TYPE I TYPE II TYPE III TYPE IV TYPE V CLASSIFICATION TYPE I TYPE II TYPE III TYPE IV TYPE V JAB A B A B HT AAB WALLS SEPARATING DWELLING OR SLEEPING UNITS FROM OTHER OCCUPANCIESSEE FOOTNOTES SEE FOOTNOTES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE A B A B A B HT A B A B A B A B HT A B PARTITIONS IN ACCORDANCE WITH SECTION 708. 0 18,DG0NS<^ UL iW 65 55 65 5s 65 50 40 NS<^ UL 11 I 513RR-z 420.3 HORIZONTAL SEPARATION.FLOOR ASSEMBLIES SEPARATING DWELLING R S13R so 12 S1. a S1 UNITS IN THE SAME BUILDINGS,FLOORASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING uL 1eo es 75 Bs 7s as 7o so uL 1z s s s s e a All 7z,000 ae,000 stsoo OR SLEEPING UNITS FROM THE OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES n TABLE 504.3 TABLE 504.4 n TABLE 506.2 IN ACCORDANCE WITH SECTION 711. 1/4"=1-0" 1/4"=1-0" 114"=1-O" 420.5 AUTOMATIC SPRINKLER SYSTEM.GROUP R OCCUPANCY SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.8.GROUP 1-1 OCCUPANCIES SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.6.QUICK-RESPONSE OR RESIDENTIAL AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 903.3.2. 420.6 FIRE ALARM SYSTEMS AND SMOKE ALARMS.FIRE ALARM SYSTEMS AND SMOKE ALARMS SHALL BE PROVIDED IN GROUP 1-1,R-1,R-2 AND R-4 OCCUPANCIES IN ACCORDANCE WITH SECTIONS 907.2.6,907.2.8,907.2.9 AND TABLE 508.4 907.2.10,RESPECTIVELY.SINGLE-OR MULTIPLE-STATION SMOKE ALARMS SHALL REQUIRED SEPARATION OF OCCUPANCIES(HOURS) BE PROVIDED IN GROUPS 1-1,R-2,R-3 AND R-4 IN ACCORDANCE WITH SECTION 907.2.11. A,E I-1',I-3,-4 -2 R F-2,S-2^,U B',F-1, H-1 H-2 H-3,H-4 H-5 OCCUPANCY M,S-1 SECTION 708 S7 NS S NS S NS S NS S NS S NS S NS S NS S NS S NS TABLE 1006.2.1 708.3 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY EXCEPTIONS: R - - - - -- -- 1 2 1 2 NP NP 3 NP z NP z NP 2.DWELLING UNIT AND SLEEPING UNIT SEPARATIONS IN BUILDINGS TYPE 1113, MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE(feet) HIS,AND VB CONSTRUCTION SHALL HAVE FIRE-RESISTANCE RATINGS OF NOT 508.3.3 SEPERATION LESS THAN I/2 HOUR IN BUILDINGS EQUIPPED THROUGHOUT WITH AN Without Sprinkler System AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.11. NO SEPERATION IS REQUIRED BETWEEN NONSEPERATED OCCUPANCIES. OCCUPANCY MAXIMUM OCCUPANT (feet) With Sprinkler System 1/2"HOUR FIRE PARTITIONS REQUIRED EXCEPTION: LOAD OF SPACE (feet) U) 2.GROUP R-2 DWELLING&SLEEPING UNITS SHLL BE SEPERATED FROM Occupant Load 708.4 CONTINUITY OTHER DWELLING OR SLEEPING UNITS&FROM OTHER OCCUPANCIES OL 5 30 OL TS>30 EXCEPTIONS: Z CONTIGUOUS TO THEM IN ACCORDANCE WITH THE REQUIREMENTS OF 75 7y 3.WHERE THE COORIDOR CEILING IS CONSTRUCTED AS REQUIRED FOR THE LLI SECTION 420. ao NP COORIDOR WALLS,THE WALLS SHALL BE PERMITTED TO TERMINATE AT THE UPPER MEMBRANCE OF SUCH CEILING ASSEMBLY. LLI 4 TABLE 508.4 5 TABLE 1006.2.1 903.2.8.3.2 1/4"=1'-01, 1/4"=1'-01. 1.ATTICS PROTECTED THROUGHOUT BY A HEAT DETECTOR SYSTEM ARRANGED TO ACTIVATE THE BUILDING FIRE ALARM SYSTEM IN ACCORDANCE WITH SECTION 907.2.10. Lu Ljj NO ATTIC SPACE IN THIS PROJECT C7 Of TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL Lu R-2 OCCUPANCY AN OCCUPANT SHALL NOT TRAVEL MORE THAN 125'TO A POINT co Q WHERE THEY HAVE TWO PATHS OF EGRESS OUT OF A FACILITY. O TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE U WITH A SPRINKLER SYSTEM AN OCCUPANT SHALL NOT TRAVEL MORE THAN 250' TABLE 1020.1 TABLE 1020.2 MINIMUM CORRIDOR WIDTH TO AN EXIT. O Q 0 U CORRIDOR FIRE-RESISTANCE RATING SECTION 1105 � (� � Z MINIMUM WIDTH ACCESSIBLE ENTRANCES REQUIRED FIRE-RESISTANCE OCCUPANCY (INCHES) 1105.1.6.TENANT SPACES,DWELLING UNITS AND SLEEPING UNITS AT LEAST ONE C OCCUPANT RATING(HOURS) ACCESSIBLE ENTRANCE SHALL BE PROVIDED TO EACH TENANT,DWELLING J C r OCCUPANCY LOAD SERVED Y FAOUTY NOT LISTED IN THISTABIe UN IT AND SLEEPING UNITS IN A FACILITY. BY CORRIDOR WITHOUTSPRINKLER WITH SPRINKLER AN za SECTION 1030.1 GENERAL a 1-' ¢ U SYSTEM IIM) SYSTEM(fM) ACCESS TO AND UIILIZATIO' MECHANICAL, PLUMBING OR ELECTRICAL SYSTEMS OR EO.0 F' ENT IN ADDITION TO MEANS OF EGRESS REQUIRED BY THIS CHAPTER,EMERGENCY Q i.O z,Ha ALL -PERMITTED WITH AN OCCUPANT LOAD OF less THAN 50 ESCAPE AND RESCUE OPENINGS SHALL BE PROVIDED IN THE FOLLOWING OCCUPANCIES: z x N TABLE 1017.2 HHs,Iu GREATER THAry 36 rvoT PERMInED 1 WITHIN A DWELLING UNIT LLJ Q p 1.GROUP R-2 OCCUPANCIES LOCATED IN STORIES WITH ONLY ONE EXIT OR ACCESS EXIT ACCESS TRAVEL DISTANCE- XB,E,F,M,s,u GREATER THAN 3D B INGROUP EWIIHACORRIDORPAVINGAN 7n TO ONLY ONE EXIT AS PERMITTED IN TABLES 1006.3(1)AND 1006.3.3(2) Z °1r OCCUPANT LOAD OF 160 OR MORE GREATER mnry m EGRESS WINDOWS: OCCUPANCY WITHOUTSYSTEM(feet)ER WITHSPRI NKLER IN IN RS AND AMBULATORY CAPE STRETCHER 7n SYSTEM(feet) SYSTEM(feet) NOTPERMTlED o TRAFFIC N AMeuuroev CARE FAauneS MIN NET CLEAR OPENING SHALL BE 5.7 SQUARE FEET.DIMENSIONS SHALL PROVIDEA M INIMUM NET CLEAR OPENING HEIGHT OF TINCHESANDTHENET E,F-1,M,Rs-1 -PERMITTED 1e MOVEMENI•N AREAS WHERE REouIRED FOR BED oa CLEAR OPENING WIDTH OF 201NCHES.TO BOTTOM OF THE CLEAR OPENING SHALL NOT BE GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. 6 TABLE 1017.2 7 TABLE 1020.1 8 TABLE 1020.2 1/4"=1'-0" L 1/4"=1'-0" 1/4"=1'-0" SECTION 1107.6 GROUP R 1107.6.2.3 GROUP R-2 OTHER THAN LIVE/WORK UNITS,APARTMENT HOUSES, MONASTERIES AND COVENTS.IN GROUP R-2 OCCUPANCIES,OTHER THAN LIVEANORK UNITS,APARTMENT HOUSES,MONASTERIES AND CONVENTS FALLING WITHIN THE SCOPE OF SECTIONS 1107.6.2.1 AND 1107.6.2.2,ACCESSIBLE UNITS AND $",I TYPE B UNITS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 1107.6.2.3.1 AND 1107.6.2.3.2.BEDROOMS WITHIN CONGREGATE LIVING FACILITIES �1 SHALL BE COUNTED AS SLEEPING UNITS FOR THE PURPOSE OF DETERMINING THE U NUMBER OF UNITS.WHERE THE SLEEPING UNITS ARE GROUPED INTO SUITES,ONLY ONE SLEEPING UNIT IN EACH SUITE SHALL BE PERMITTED TO COUNT TOWARDS THE NUMBER OF REQUIRED ACCESSIBLE UNITS. 4� !�oM oMo 1107.6.2.3.1 ACCESSIBLE UNITS.ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS t� SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 1107.6.1.1. b o 1107.6.2.3.2 TYPE B UNITS.WHERE THERE ARE FOUR OR MORE DWELLING UNITS OR .. SLEEPING UNITS INTENDED TO BE OCCUPIED AS A RESIDENCE IN A SINGLE STRUCTURE,EVERY DWELLING UNIT AND SLEEPING UNIT INTENDED TO BE OCCUPIED AS A RESIDENCE SHALL BE A TYPE B UNIT. U ,SI Q x U a M Cal F--1 CITY APPROVED PLANS DATE: 4/21/2025 ,.wl'.raa.romAue,,.. NM RCR PIANS MUST BE ON JOB SITE FOR ALL INSPECTIONS AO-2 Page 4 of 48 LICENSED ARCHITECT AR- 'LS TYPE B UNITS SECTION 1004 ^ ,, 1004.1 GENERAL.TYPE B UNITS SHALL COMPLY WITH SECTION 1004. STcoL Ro%rc/s DOORS&DOORWAYS SHALL COMPLY WITH SECTION 1004.5. 4/21/2025 1004.5.2.1 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING OF 31 3/4"MINIMUM. CLEAR OPENING OF SWING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE REINFORCING MUST BE DOOR AND THE STOP,WITH THE DOOR OPEN 90 DEGREES. 9'-3 7/8" LOCATED IN THIS AREA TOILET&BATHING FACILITIES FIXTURES SHALL COMPLY WITH SECTION 1004.11. 2'-0" 2'-0" V-4" 1'-6' TO PROVIDE SUPPORT FOR FUTURE GRAB BAR EXCEPTION:FIXTURES ON LEVELS NOT REQUIRED TO BE ACCESSIBLE. MIN MIN MIN INSTALLATION,TYPICAL 1004.11.1 GRAB BAR&SHOWER SEAT REINFORCEMENT. REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS& SHOWER SEATS AT WATER CLOSETS,BATHTUBS,AND SHOWER COMPARTMENTS.WHERE r- WALLS ARE LOCATED TO PERMIT THE INSTALLATION OF GRAB BARS AND SEATS COMPLYING WITH SECTION 604.5 AT WATER CLOSETS;GRAB BARS COMPLYING WITH SECTION 607.4 AT CLEAR FLOOR SPACE FOR B TYPE UNITS BATHTUBS;AND FOR GRAB BARS AND SHOWER SEATS COMPLYING WITH SECTIONS,608.3, REINFORCING MUST BE 608.2.1.3,608.2.2.3 AND 608.2.3.2 AT SHOWER COMPARTMENTS;REINFORCEMENT SHALL BE X z LOCATED IN THIS AREA PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND SEATS COMPLYING WITH A 30"x 48"clear floor space outside swing of door is TO PROVIDE SUPPORT THOSE REQUIREMENTS. - FOR FUTURE GRAB BAR required. INSTALLATION,TYPICAL 1004.11.3.1.1 LAVATORY.A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305.3, X Lavatories in Specification B bathrooms must have a POSITIONED FOR PARALLEL APPROACH SHALL BE PROVIDED AT LAVATORY.THE CLEAR 30"x 48"clear floor space for parallel approach FLOOR SPACE SHALL BE CENTERED ON THE LAVATORY. r——————————— I J centered on basin. I I 1004.11.3.1.2.WATER CLOSET.THW WATER CLOSET SHALL COMPLY WITH SECTION U For Specification B bathrooms,the Guidelines provide '004.11.3.1.2. i FT three clear floor space options around water closets. 1004.11.3.1.2.1 LOCATION.THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES i III \ \ 1. 48"x 66"for forward and side approach MINIMUM AND 18 INCHES MAXIMUM FROM ONE SIDE OF THE REQUIRED CLEARANCE. \ 2. 48"x 56"for side approach 1004.1 1.3.1.2.2 CLEARANCE.CLEARANCE AROUND WATER CLOSET SHALL COMPLY WITH _ III \ 3. 56"x 60"fully accessible o m SECTIONS 1004.11.3.1.2.2.1 THROUGH 1004.11.3.1.2.2.3. _� z \ ——————————— z 1004.11.3.1.3.1 PARALLEL APPROACH BATHTUBS.A CLEARANCE 60 INCHES MINIMUM IN LENGTH AND 30 INCHES MINIMUM IN WIDTH SHALL BE PROVIDED IN FRONT OF BATHTUBS / WITH PARALLEL APPROACH.LAVATORIES COMPLYING WITH SECTION 606 SHALL BE / III PERMITTED IN THE CLEARANCE.A LAVATORY COMPLYING WITH SECTION 1004.11.3.1.1 SHALL LIT BE PERMITTED AT ONE END OF THE BATHTUB IF THE CLEARANCE IS 48 INCHES MINIMUM IN LENGTH AND 30 INCHES MINIMUM IN WIDTH IS PROVIDED IN FRONT OF THE BATHTUB. C 1004.11.3.1.3.2 FORWARD APPROACH BATHTUBS.A CLEARANCE 60 INCHES MINIMUM IN \� LENGTH AND 48 INCHES MINIMUM IN WIDTH SHALL BE PROVIDED IN FRONT OF BATHTUBS WITH FORWARD APPROACH.A WATER CLOSET AND A LAVATORY SHALL BE PERMITTED IN (n THE CLEARANCE AT ONE END OF THE BATHTUB. ) 1004.11.3.1.3.3 SHOWER COMPARTMENT.IF A SHOWER COMPARTMENT IS THE ONLY / z BATHING FACILITY,THE SHOWER COMPARTMENT SHALL HAVE DIMENSIONS OF 36 INCHES / W MINIMUM IN WIDTH AND 36 INCHES MINIMUM IN DEPTH.A CLEARANCE OF 48 INCHES MINIMUM IN LENGTH,MEASURED PERPENDICULAR FROM THE SHOWER HEAD WALL,AND 30 REINFORCING MUST BE W INCHES MINIMUM IN DEPTH,MEASURED FROM THE FACE OF THE SHOWER COMPARTMENT, LOCATED IN THIS AREA Ui SHALL BE PROVIDED.REINFORCING FOR A SHOWER SEAT IS NOT REQUIRED IN SHOWER TO PROVIDE SUPPORT COMPARTMENTS LARGER THAN 36 INCHES IN WIDTH AND 36 INCHES IN DEPTH. FOR FUTURE GRAB BAR C) INSTALLATION,TYPICAL 0 d 1004.11.3.2.1 LAVATORY.LAVATORIES SHALL COMPLY WITH SECTIONS 1004.11.3.1.1 AND J W 1004.11.3.2.1.. _ 1004.11.3.2.1.11 HEIGHT.THE FRONT OF THE LAVATORY SHALL BE 34 INCHES MAXIMUM CLEAR FLOOR SPACE @ TYPE B // m ABOVE THE FLOOR,MEASURED TO THE HIGHER OF THE RIM OR COUNTER SURFACE. n BATHROOMS KITCHENS AND KITCHENETTES SHALL COMPLY WITH SECTION 1004.12. 3/4"=1'-O" W W 1004.12.1.1 MINIMUM CLEARANCE.CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, O Q O O COUNTER TOPS,APPLIANCES,OR WALLS WITHIN THE KITCHEN WORK AREAS SHALL BE 40 LL INCHES MINIMUM. w C li 1004.12.2 CLEAR FLOOR SPACE.CLEAR FLOOR SPACE AT APPLIANCES SHALL COMPLY WITH J G_ F Z SECTIONS 1004.12.2 AND 305.3. W (n y D 1004.12.2.1 SINK.A CLEAR FLOOR SPACE,POSITIONED FOR A PARALLEL APPROACH TO THE I 6 ¢ m SINK,SHALL BE PROVIDED.THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE SINK ( BOWL. > a W 1004.12.2.3 COOKTOP.COOKTOPS SHALL COMPLY WITH SECTION 1004.12.2.3. W Q s W 1004.12.2.3.1 APPROACH.A CLEAR FLOOR SPACE,POSITIONED FORA PARALLEL OR Z W/ m FORWARD APPROACH TO THE COOKTOP SHALL BE PROVIDED. 1004.12.2.3.3 PARALLEL APPROACH.WHERE THE CLEAR FLOOR SPACE IS POSITIONED FOR A PARALLEL APPROACH,THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE APPLIANCE. 1004.12.4 OVEN.A CLEAR FLOOR SPACE,POSITIONED FOR A PARALLEL OR FORWARD APPROACH ADJACENT TO THE OVEN SHALL BE PROVIDED.THE OVEN DOOR IN THE OPEN WASHING MACHINES AND CLOTHES DRYERS POSITION SHALL NOT OBSTRUCT THE CLEAR FLOOR SPACE FOR THE OVEN. 1. CLEAR FLOOR SPACE FOR PARALLEL APPROACH SHALL YOU SHALL NOT REACH ACROSS HOT SURFACES TO ACCESS THE CONTROLS. BE PROVIDED 1004.12.2.5 REFRIGERATOR/FREEZER.A CLEAR FLOOR SPACE,POSITIONED FOR A 2. PARALLEL APPROACH TO THE REFRIGERATOR/FREEZER,SHALL BE PROVIDED.THE a. TOP LOADING MACHINES SHALL HAVE THE DOOR CENTERLINE OF THE CLEAR FLOOR SPACE SHALL BE OFFSET 24 INCHES MAXIMUM FROM TO THE LAUNDRY COMPARTMENT 36"MAXIMUM THE CENTERLINE OF THE APPLIANCE. ABOVE THE FLOOR. b. FORNT LOADING MACHINES SHALL HAVE THE �..� BOTTOM OF THE OPENING OF THE LAUNDRY O O O O r COMPARTMENT 15"MINIMUM ABOVE THE FLOOR. OIL ISO OPEN � O =--I O . I DOOR °„ o r••� o OFFSET MAXI Mio 4'-0" 4'-11" OR 4'-0" L---------J (a) STOVETOP OVEN REFRIGERATOR U N' (a)TOP LOADING (b)FRONT LOADING W r�z 1 — o o —N SPAC 2.2.1 SINK.A CLEAR FLOOR .'..t i••I ��., DW O O SPACE,EL APPROACH FORA 1� I I PARALLEL APPROACH TO THE SINK, SHALL BE PROVIDED.THE CLEAR r r FLOOR SPACE SHALL BE CENTERED I ON THE SINK BOWL. I--! (b� —T———— OPEN EXCEPTION:A SINK WITH A FORWARD C� DOOR fO APPROACH COMPLYING WITH 1 2 - 24"OFFSET - a SECTION 1003.12.4.1. F--{ MAX L---------J L---------J L---------J OR L—L 4' °" 4' °" (C� (a)TOP LOADING (b)FRONT LOADING DISHWASHER SINK TYPE B HEIGHT AND CLEAR FLOOR TYPE B CLEAR FLOOR SPACE- DATE: a/z1/zaz5 VERTICAL CHANGES IN LEVEL 9 SPACE OF LAUNDRY EQUIPMENT KITCHEN 12"=1'-0" 9/2"=1'-0" 1/2"=1'-0" o M RCR aw„ cn�k"e CITY APPROVED PLANS PLANS MUST BE ON IOB SITE FOR ALL INSPECTIONS Page 5 of 48 4 41 Ev LICENSED ARCHITECT pR- ,LS ROOF DECK Rail V SPACE BETWEEN PLATES SOUND INSULATION R. RICNSC ROOF TRUSS 5/8"TYPE X GYP BD PANELSF 2X6 STUD FRAMING 4/21/2025 2X4 STUD FRAMING ACOUSTICAL SEALANT 15/32"WOOD UNDERLAYMENT OVER 23/32"SUBFLOOR WEATHER BARRIER 1"SPACE BETWEEN PLATES SOUND INSULATION 2X BLOCKING AS REQUIRED 4'RATED PLYWOOD, 2'EACH SIDE OF GRIDLINE 2X4 STUD FRAMING ACOUSTICAL SEALANT F . . . .. ... .... ... EXTERIOR SHEATHING w T FLOOR TRUSS _ ."TYPE X GYP BD Q 24"O.C. 0 2X4 STUD FRAMING EXTERIOR CLADDING $ 1"SPACE BETWEEN PLATES - - U RESILIENT CHANNEL FOR - RATED FLOORS a 45/8"TYPEXGYPBD - w K n INTERSECTION AT ROOF EXTERIOR WALL INTERSECTION INTERMEDIATE FLOOR n DEMISING WALL(G�FOUNDATION a 1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"= " w GA FILE NO.WP 7940 PROPRIETARY 1 HOUR FIRE 50 TO 54 STC SOUND GYPSUM BOARD,GLASS MAT GYPSUM SUBSTRATE,WOOD STUDS FIRE DESIGN: W ONE LAYER 5/8"PROPRIETARY TYPE X GLASS MAT GYPSUM SHEATHING APPLIED PARALLEL w of OR AT RIGHT ANGLES TO 2X4 WOOD STUDS 16"O.C.WITH GALVANIZED ROOFING NAILS,1 3/4"LONG,0.128"SHANK,7116"HEAD,7"O.C.OR 1 1/4"CORROSION RESISTANT LL TYPE W SCREWS S"O.C.EXTERIOR CLADDING TO BE ATTACHED THROUGH GLASS 0 MAT SHEATHING TO STUDS. GA FILE NO.RC 2602 GENERIC 1 HOUR FIRE __J W GA FILE NO.WP 3269 GENERIC 1 HOUR FIRE 50 TO 54 STC SOUND coINTERIOR SIDE:ONE LAYER 5/8"PROPRIETARY TYPE X GYPSUM BOARD APPLIED PARALLEL OR GYPSUM SHEATHING,WALLBOARD,WOOD STUDS Z GYPSUM WALLBOARD,WOOD STUDS,INSULATION AT RIGHT ANGLES TO STUDS WITH 6D COATED NAILS,1 7/8"LONG,0.0915"SHANK,114" Cn w HEADS,7"O.C.OR 1 1/4"TYPE W SCREWS 8"O.C.(LOAD-BEARING) BASE LAYER 5/8"TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD cc FIRE DESIGN: ROOF TRUSSES 24"O.C.WITH 1 1/4"TYPE W OR S DRYWALL SCREWS 24"O.C. k- G ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE JOINTS STAGGERED ON OPPOSITE SIDES FACE LAYER 5/8"TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE Q ui APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH STUD OF APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 7/8"TYPE W OR S DRYWALL O DOUBLE ROW OF 2X4 WOOD STUDS 16"O.C.ON SEPERATE SOUND DESIGN: SCREWS 12"O.C.AT JOINTS AND INTERMEDIATE TRUSSES AND 1 1/2"TYPE G — PLATES 1"APART WITH 2"TYPE W SCREWS 7"O.C.TWO LAYERS SOUND TESTED WITH RESILIENT CHANNELS 24"O.C.ATTACHED AT RIGHT ANGLES TO DRYWALL SCREWS 12"O.C.PLACED 2"BACK ON EITHER SIDE OF END JOINTS. x Q LL 3.5"UNFACED GLASS FIBER INSULATION FRICTION FIT ON BOTH INTERIOR SIDE OF 2X4 WOOD STUDS WITH 1 1/4"TYPE W SCREWS.ONE LAYER 5/8" JOINTS OFFSET 24"FROM BASE LAYER JOINTS.WOOD TRUSSES SUPPORTING J r SIDES OF CAVITY. PROPRIETARY TYPE X GYPSUM BOARD APPLIED VERTICALLY TO CHANNELS WITH 1" 1/2"WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES SCREWS 8"O.C.3 1/2"GLASS FIBER INSULATION IN STUD CAVITY. WITH 8d NAILS.APPROPRIATE ROOF COVERING.CEILING PROVIDES ONE a u v w JOINTS STAGGERED 16"ON OPPOSITE SIDES.HORIZONTAL BRACING PROPRIETARY GYPSUM BOARD HOUR FIRE RESISTANCE PROTECTION FOR TRUSSES. ( } E Lu REQUIRED AT MID-HEIGHT.(LOAD-BEARING) > 0 ' LLI NATIONAL GYPSUM COMPANY > Z SOUND DESIGN: -5/8"GOLD BOND®eXP®FIRE-SHIELD®SHEATHING SOUND TESTED AS CONSTRUCTED FOR FIRE. -5/8"GOLD BOND®FIRE-SHIELD®GYPSUM BOARD Z m O 5 1 HOUR DEMISING WALL 6 1 HOUR EXT BARRIER STAIRS n 1 HOUR SOFFIT(cD EXTERIOR STAIR 1"=1'-0" -0" �A C GA FILE NO.FC 1121 PROPRIETARY 1 HOUR 50-54 STC FIRE SOUND N RISER / rl �y ao WOOD TRUSSES,WOOD STRUCTURAL PANELS,RESILIENT � �,--ll •�"I � CHANNELS,INSULATION,DAMPER,GYPSUM WALLBOARD U m FIRE DESIGN: N== (� ONE LAYER OF 5/8"PROPRIETARY TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT =___ 1'-0" 1•-0" Tr o0 ANGLES TO RESILIENT FURRING CHANNELS 16"O.C.WITH 1"TVPE S ---- i--�I{x,i SCREWS 8"O.C.NO LIMIT ON OVERALL THICKNESS OF GLASS FIBER BATT ,a BOARD. LOOSE FILL INSULATION WHEN APPLIED DIRECTLY OVER GYPSUM RADIUSED RADIUSED 1. SHALL BE FABRICATED FROM.080 ALUMINUM SHEET WITH MIN.OF.76' B BOARD.MINIMUM A 2 DEEP PARALLEL CHORD WOOD TRUSSES SPACED 24' F N O.C.SUPPORTING A 23/32"WOOD STRUCTURAL PANEL SUBFLOOR,LONG CORNERS CORNERS RADIUS CORNERS EDGES TBG,APPLIED AT RIGHT ANGLES TO TRUSSES WITH CONSTRUCTION 2. FONTSTYLE IS HANDEL GOTHIC BT CAPITAL FONTS WITH ADDITIONALADHESIVE AND 6D RING SHANK NAILS 12"O.C.A 15/32"WOOD STRUCTURAL KERNING BETWEEN LETTERS ZW 3. THE SIGN FACE SHALL HAVE A WHITE 3M DIAMOND GRADE REFLECTIVE PANEL UNDERLAYMENT APPLIED OVER SUBFLOOR. —————— _ ,y--I j p SHEETING(3990 SERIES VIP TYPE IX)APPLIED AS A BACKGROUND 4. LETTERING/GRAPHICS SHALL BE ONE OF THE FOLLOWING:OPTIONAL CEILING DAMPER-WHERE CONSTRUCTED WITHOUT OPTIONAL CEILING • • A. 3M ELECTROCUT FILM RED 1172 OR ORACAL 8300 TRANSPARENT CAL DAMPER,MINIMUM 12"DEEP TRUSSES. 2 1/2"LETTERING 21/2"LETTERING 201C RED OR EQUIVELANT IN DURABILITY,INVERSE CUTTO ALLOW / •�"1 112"STROKE 1/2"STROKE REFLECTIVE BACKGROUND TO SHOW THROUGH LETTERING. SOUND DESIGN: B. SCREEN PRINTED USING 3M 8801 SERIES TRAFFIC SIGN RED SOUND TESTED WITH 12"TRUSSES WITH 31/2"GLASS FIBER BATT INSULATION, TRANSLUCENT INK CARPET,PADDING AS WELL AS VINYL FLOORING. y�-I 5. SIGNS USED IN BUILDING INTERIORS ARE NOT REQUIRED TO USE A PROPRIETARY GYPSUM BOARD THIS LISTED ASSEMBLY IS REFLECTIVE BACKGROUND. AMERICAN GYPSUM COMPANY LLC SURFACE MOUNTED PANEL SURFACE MOUNTED PANEL 6. ALL SIGNAGE AND CHANGES MUST BE PRE-APPROVED BY THE FIRE � -5/8"FIREBLOC®TYPE C GYPSUM BOARD / PROPRIETARY. MUST USE EXACT BRAND OF SHEETROCK SIGN TYPE C SIGN TYPE D MARSHAL Fail n 1 HOUR FIRE FLOOR/CEILING SYSTEM n SIGN GE-SIGNAGE TYPES FIRE n ENERAL.. I N MOUNTING HEIGHT J 1"=1'-0" 1'-0" U 1/4"=1'-0" CITY APPROVED PLANS DATE: 4/21/2025 p.w• d*.d.c pAu" NM RCR PLANS MUST BE ON JOB SITE awe cn�k"e FOR ALL INSPECTIONS AO-4 Page 6 of 48 LICENSED ARCHITECT —'re eJ �e Wall Opening ProtecOve Materials(CLIV,CUV7) g cs 6s Wall Opening Protective Materials(CLIV,CLIV7) dj 6s Well Opening Protective Materials(CLIV) a System No.W-L-2377 System No.W-L-1377 _ �1 _ FRatinge-t and l Hr(See xeme t and 3) FRatingz I.nd3Hr(seeft-1 M3) D T RMinge-1 and Z Nr(See Ikma 1 end 31 T Ratings-1 and i Nr(Br Ikma 1 ana I) L-Ratio at Ambient-Lae Inn CF FI m u w'i, g m.uwuos�m� m m'a°neuos i`� 'erg L�Ra1gatlnrd2t-Laca lnMICFArd3Ft g M5q L-Ratio Msee°F-4 CFMIS Ft L-fletln M/g0°F�ICFMIS Fl g a mi u�r° "uwe' g q STD RS Dµ IrFmnp�%nm.nnwm ne.egq mneeVLLnawa.Oua emn mrmwm sue ma�enm eel,F:adv�u%Pem }w�3Yaq x-Ya'n�mm .eire,u,e.veagPnsam wBn F,rrov w%nm.to ux,«m nn 611116ga,116%mvTE- nnewwmamemaasmsvmeanspwe.ein Ose]mwe,w ypezrcaure mine• w meE ry as mBe s,mwT'n wEle la,sanx apnu wr.panlawntemx rctnayWumewdr asbuvra 1 H N rwmDwun.m.m"ur D 4/2 woapmnnefreRmm.wwar MI I., mepdnwmmwb mnavwwwmmamwwwnlemxrctwrargmwmrmnwmdr.rnmwam nnaaaa.wwnmewm am aeeDea+ean o�mNxntre �mnmamn+-vea.vcemm panwwaw+mean 1 ya'N /2025 m"ro�mpemmvmela® el,m�ea,n mfnmlm.mu,meeeemmeanabm.milne va ammm,nr,n annwwkamw wn wpPnmm wgemky.oewbaawwwmwm,m ew%wmmmmlmwlmmemd�rmwvo magma wa��we mrnn0uenwo°m"��e'aa�Qeaamameoef«m. ,anm..��,ex er>^el«�w,g lrree,"e e"„emrem,em eDoeemmee�m. wry.wnm mprepu%wamrabapcuuwnrahusnonmxnmaunemsmwlmalmaq gmmnsawwlire uk sgpeewm'xvufelAm unmi.ea'na.maeeaevu%w�rcmMlnsaeemrmp«ey suwaeenela nswalemzmwuum9sa.wlammranalvmmxoysm e9ansllresm.Into ueslwwr%.wino nixes re'inlrmnrvlei wnmbeleee"mralmnmgpmevmamermyoemama z.n pxanu.,memmnro,�rcumaeu almmrnom vu. m'nemWy�omamwlewlnsplenlanmBzwlmems aaexaapm m�au eswwDgmln awa Qye ntlW varm«nir x pwasheeven manpn sumxeammnmnm m 'q��meeneaaearce ne•uil.selwIEartlamrom u LrwemyhlempwmMltlmwwa nm nsbaau i aelssnelAmnauevanemeFmekmxpneirnm rMpsuaemmex cinvan nvaamln o.,M1eveme ns oEdu tVaa en msuvvPrvl rvvv�"^N•a csonloleurmss lL wcl Pace-rvvmzm emmio�smauex awoa xlt ampa mBmwg+1mw1rys1rehv dIsen rA rphry unmmb eweDueawenexeemnx p wlsvwMer.wnrs.alvl6%�IvlBps.z-Ixl,.a e-saq�,nq.n z-tkh.lwn nm uamlmMnnmo-. ma eePrenonmmwewelmween spDvsireamsmlrewau nayMlen n+N cm"ree lcwcl v�v.-riomzm.amm lo�smaimnelszsleasm.9mt]scwevye bwmmeevlpoxeea w.npelw w win I arnwrvrepywmasaam maa xM1 epumbmmmamo�Wa Nm.pmm+lul nbmnnndmMnbdmma. wcemiylPppm srmim. ewgn r�xm Fenwasirw eeeday wnm Salrargnn Jr.reMib Prnmdwln YOi"gr{wmn,a aw Frrau%ea.lo-wamnm.q].v.q]n aseuun mnrekeae«emwmanmxwnagNiea xama nmw, q nDarn rwbe impeben snr blraMiwinmamaonlnnemamewv,uat aagn.Mn tram vea ndmelMprmn,o rump w%WmawxtT'FMamp Ba mrm buss am Ilwmum a byaM I-v2m Ilmm mxbya9mm)aep ausn awve uL nrrmaeeawnrn.NmammmwnewariM mmnarrsawrweaeiaeutexeaneoJaemlewpxvrmeaaeddnwl«meeynanee,ua,enapeo"paevwl uagory"neF iaeeu oi«n�r w%pmembmn,aunvvia nnnagypwmwxboemweme�in.°mmeawmmmm vnwl n" elopes,epeke'n,a]aarenm.gywum bwra oaf eseemtl ee e,�mo-�.upwnmveal®en ann Is. aanmmaxmeuwauieeeDpwbe. smen wlim n«mdepdry peemwnporwe mexa"urm woo.bcm wwaree meew.,M awwom mm�amneminednxeJnmmeearwexmsamwa em aanenongnaln rfn Remmnw onmlay anaea �"IBammlwwwvoaaerta eam wn'ee mmpomnme mau,aee,e��eaowm mile,m.m a"mnsmsmlrewel rap neem�rimalamm mnvnoaxwJ. �z"aw apanen"mnwnanabmx onpymleeaa miner neymlm,nenzelr.aaerebmrs mrymimmlin munma auoW incur armmary In wWrevwmmeon«na.wn vem,nsxmoewepu%pem,mlo Mlnslaean bapwemamu memens almbvms ae mmimun lrzln llsmml.wu.mpanamlmlme =o"a�+r B+.aa�amn.xeane.a«m.l«wlamee'a.dne.a«M..g.m,m.,wdlmawre n."acre m.J r wmpr:m n.x.ema soma c,a.wfpn>ol um,lem I].]mmin'�,a maaeep"%pw .aloof rmpwMPam.wnwm s..lv16%,lvlsgs.}ISI,.lumarwupan urmwaelmwlmawwmssv so"paevsw pemlmeauawnnwamsryawean nnlea.mmpnez owapaue wnen mumaepwypominom r000npauv«mre-meemmnaeurewalneaanom lwml�a meea.mmaouoelomegan«me aural analoompewy nlxe rsoxs sxml rmwn,."oznnnxaewwmm.arwam„n.�„awn m,3la�wawp..waemamm.m emmm.odm. r�nre eepewmn mwwnbmwa acm,dxaln.w.�mM re '�waw.l„m.emw.y naamre p.weamoaaevuevwmmmoV.l.lvea.ppm vzlnlnmmlamewm nn L pepticmniN�'asewivei u�nm"niew�ruera"nnn"mme�.�ma.atain�me'•mlM Fx xenre.minwr ue em."z paoea,ln n.nbnm�mwi.eBrt lobs "m'I"iie I]xmmlm�a,ne,apmmM,wm.t,msmmem"ee=x.,..mre lMemmein gyve mr,„eae.xrmee m«emzmk A "remeuL el.eareemw. 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A A FOR FIREBLOCK E lhaa1F fthg_uaa,xmDDa_w.uwcr.la,acme.. J I--A cealtsrsn'.slxc m U) P 1 vc„.nPa,aNanwMxv.e.wcwwmamm..nwce.aem.dpsep V/ hIlemmlammppmpmadmmamvwanae PrCper zIp mmla.n,.aewaeaammme�a.,lveulmuenmmtremumnleewrm"n NOTES: z �'tlx�a:melkn.e msE'amaa�wwm-wcnwpam males 1.PLACE I/16"THICK RESILIENT PADS BETWEEN Q mina Dml°mwH Dwe.a',mr®am.rmcmrme.aammmaae.mmmeyclwmn mma.mmgnaerelanre STUD AND J-BOXES. POOx,m„n 2.ELECTRICAL OUTLET BOX-ALL OUTLET BOXES O Q umwnsaa.oes<Dkm.rlDvcJaa AND SIMILAR BOXES FOR T.V.,PHONE,ETC.IN Q �ems pe++ewr�IMa n.a.armsw,w]rig ax utra zurwmYv. n,a,P,v.erangRmaouan�.gmynenNep�m,nN,myla,.,man.,m..: p 5 PARTY WALLS ARE TO BE SEALED WITH 3M Ax..n'-sraaner-fanr.++reweawemne.rm.a.nwe�.m.dam.arewmaw,u MPP-0S FIRE BARRIER PUTTY PAD. LL A 3 paansmrwrymmmamauwr.Almsamllemmlaem®uxrruiepsmranlazaE `. - ... w C .avian]a�Immbnanmrwawbreaea.ama.Dem+na,wmmnmxam.ram� geCTN3N p-A 3.ELECTRICAL OUTLET BOXES SHALL BE LOCATED w seeTwx as 1B e,orvorxLnmc-oxma.wx.fso SI-Icvmaewn WITHIN B"OF THE DIMENSIONS SHOWN ON THE ELECTRICALLIGHT Z m ELECTRICAL PLANS.ADD EXTRA STUDS AS a � v re et re .malJirmo_Tbxmmsaxdr�mmmyarMnnmmamemrm.dememw.aean.ann REQUIRED TOACHIEVE THIS PLACEMENT. "BOX"ALL AROUND FIXTUREW/ I } Q' LLI wro.vamaw -waay.nmoew�na.uFnwrr�nawr.aare wememru 4.IF ELECTRICAL OUTLET BOXES ON OPPOSITE (2)LAYERS TYPE"X"GYP BD OR � Q E 0- w.iam.waro..raw.wmmfaewins.w.wmaadaomprano-nz%anls+glcemnl SIDES OF FIRE-RESISTIVE WALLS ARE CLOSER PROVIDE FIRE RATED CAN Minn,analwme.IaeBmm)a.sra,mnmmnslai.INmmlra+dp®ammrn.M+omnla. THAN 24"THEY SHALL BE STEEL PER PUTTY PAD > ' w B. - m�m.D mmwaxan. a.mnw.aarahm ma.bm.r.nen G LIGHT FIXTURE(a)RATED CEILING > z i o®P�ne.uFwp®mnoamr.ume.nammaghala n.m.mmfi REQUIREMENTS. 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AROUND SEALANT ALL t� W pj 3 m mole a nm q el q ) pan q ( quz rl e.I. AROUND 1 c_Tmm)� preaanM '.1 I ~A mnrxmn amm�m 10 38 OA MEMBRANE PENTRATION BLCE ED TSTRAP HEAD SCRREWED 02X4 Dn- Its:mmlamlanrmwl9araeaa lan.mr)me pace .rn.pours.anrwaxsnkmrraryreaaarpswmeerr«mnnanpxrpnwemreprw 12mmlrmlwamrlmmwmct pb �mmla�,amnr)naaearmamDmr nawmlaawhaem«mmm� rw°'ea"n°A9""'°"l.<m anmrwr�`°Fa9i1°�era mdnwmm.mmreanm. ^`J�; � f"r'Cmeunmxuzlawy' I pna'yaremn '�9gm4,e - Nea"Y munnmamw !�1 �' ,n6hv �»+nn Lammaaama anhwAllna a;.'maaen]mra mmrawwamwr r�ww rmrpm ) zknwae� .aw .u'�.w�1,9'00rmm)mw"e.. w '°,a.a�ilan Loa usrmm)aeeDmrw)we.,w -sonar Je..emx.asmne,awm POLYMERTUB p sux seanlafsuxF aAx nenwam seam cFelw eu so""m'ewq wlr ) saes Anp.waeawewru.nrnrsgeaaenr m.uLwmgum. a0° T "tla ON SURROUND (G IYP DR.I.S.) L-A *"°AA°ggvewlm" aupfamrwaarkrfnafeaerergrFapupoeep. wmpmamarwauLaaLcwrrwuxtarm'ana.nogwru.orenc.mA�non ln,m e.:. ' h" --le—aAanne.mrfa­rravmenomaw«.wMl...eammgn FIRE RATED WALL ASSEMBLY er +"ANI,ml0rIII�"am�.enaa"ipp"o«vmw�ur�m.'.Imef.Ba�a mne:w" iC 3 1S ma rWnppwp,Rvtlew-roman ne]mmlamlamuM)4ar+eoaaamaP✓Claeawn mwarpmsa c'Brmma.ea v'"reml.,a'"io-d�d,�rnc)r�.-x'�"�m�am nozmm)a.nlamwemm�n.scwcpp.rwnawelp®a THROUGH PENETRATION ITEM SECTION AA BerM)vreelamwmamappepwmla. CHROME METAL 's«e�°"'nlewnDon+:.lie�g:waz��lslmm))va"~arwmazolmm)ba�e ESCUTCHEON PLATE nwmeN-Tn.t orznrn«mr waawmnwmbrPh,An�up mamegen.0 bmnnmomaalb m.wi.i,ma m mmw�ng'nar.me«urmearkmawapram�nnawe«maewmp.J.rpwmaf. peesmN.me f,fx Rnip mlMAmmp meawreremwerru«me.+a n to mmlwee%ylen.6mmlaq.parxrrrpreahn.uwaak eaymm�aamvceaxome�nngalM Answlfnpmere°wni ThvIe TfiamffTHRmp-IIII,rehmseh Mthmmakor avaa nwnw.gew lzBmmlaem,w eemaen pmf«.r rminlzemmlelewn.Fr«fwn pnmmdr.nd,nnrmrznrr.Im eowsaupeeumbN.Tbgenemi inn«maibnrenxemlMAombuing wambry.n eumme�nn r wawa nwNauwr saw mpmm mnnmMw,wlwm 1.lambtw�mnw.,ww.wm,.«xyawmawe.a'aAml�,rr n�l.'m et. +wrin FIRESTOP FIRESTOP SEALANT ALL ng9ymm—LumMrapywmewenowwenenim oast Nmpm,piWmaarfrriappng P'mre'eeep«mM'in lne immeuei mmmeaaaap wPxlrgalan n]mm)am gooma IB]mm)eeanrrwa wdamPrmanwmw AROUND A r0400r.a'�np Dangn.w. B'�m nsDmw. a wma.avn•-" mlzsa mmlaae�olae�.oe�)IYvmMr.eriprmmeiwknpnperam ue«ilq vaeeaep swavrei wom F.a vma6ay u,bw-s,.ln-f..uwrbb.mreemwaelenfaenmrm+pae..mmlanpmm)n.w�wn c croa n re•°O�n�rn;,,,,nw"m°a�lu°y°.;a�rmw.an.ilMneDeanee inmem«memi­-I,weigh.we«am pl „ILT,Ochelm ONC-0llr.Ls.DwaF„.n we_f Ewlwafsora w.a,enrmewrL �B THROUGH PENETRATION HOT WATER SUPPLY DATE: 4/21/2025 pnpawi ,.nn,wmml re Dnmxel snmm we xgaq wmnm,gexenne.mei p aun,n.mamnwwen lMmenmrxwmwnlb „ewe am,",tin,rme,rutawLr,rrm,MwwiwwmsmPw.gma utaaArmaran lwmncwwmfi INLET PER MANUFACTURER NM RCR VALVE ® me gmmx`LTI.m ® PepoO�amw%xanimevnre.w+ama ® Fap �kxennetmirra Hlltl FInNtp Systems geumkrae.zme Pe :,p14 Hilti Firestpp Systems 462p1s Page'2—of z 1 HillFirestop Systems 3 WALL PENETRATIONS 4 PLUMBING @RATED WALL CITyfAPPROVED PLANS 31e=11_�le 3"=11_01, PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Page 7 of 48 LICENSED ARCHITECT Fire walls and barriers are very important fire and life safety components of this building design. It is imperative that all new and existing fire t walls/barriers maintain their integrity. Penetrations s, - shall be kept to a minimum and there shall be no 4/21/2025 unprotected penetrations. The doors and assemblies 1 T TT T T 3 5 shall not diminish the fire ratings and shall be tested and inspected IAW NFPA 80 when indicated. w 0 }U} F REF — O (J- ■ 1 HOUR FIRE BARRIER,EXTEND TO ROOF DECK a w �I DW ■ n 1 HOUR FIRE PARTITION ir I 1 HOUR FLOOR/CEILING ® REF O O w J U) V) �LL nQ IT STAIRWAY 1 11 I_I O _ LL � C� EXIT cc) Q EXIT STAIRWAY tx G z_ z T W W Q !?�0 Z O m LL. I I © REF U II II IIIIIII I: U 29 � r7 � � 3 REF — �o°OLj ,tl Q x 1 MAIN FLOOR FIRE RATING 2 2ND FLOOR FIRE RATING 1/8"=1'-0" 1/8"=1'-0" DATE: 4/21/2025 NM RCR awe cn�ke CITV`VI�ePPROVED PLANS /w cmecwnApa PLANS MNST BE EN SITE A0 w FOR ALL INSPECiIONi VN Page 8 of 48 LICENSED ARCHITECT pR- 'LS STA�TEL RID1 4/21/2025 I __ --------------------------------T- -- ——- I I I I I I I I o I I J I I I PHASE 6 R I I PHASE 3 �x (D w oa m� R R LLI PHASE 5 R R -'� R m W PHASE 1 U) a FFICE Z R -� a Q O Q o � cD w w V) 16 O_ R x Q w R m , LLw a dV) PHASE 4 } , w o aw w Q o= z 0 ma R R R R 'Q U R R o BLDG 3 r 10-PLEX bo BLDG u 10-PLE PHASE 2 a ,tl Q x ALL GRADING,RUN-OFF AND RETENTION PONDS ARE COMPLETE. PARKING IS FINISHED FOR PHASE 1,2,&3. OFFICE IS LAST. ALL LANDSCAPING IS TO BE FINISHED WITH EACH BUILDING. NORTH T � n Phase Plan DATE: 4/21/2025 NM RCR awe cn�kee CITYI�PPROVED PLANS MToee comnn-o� VlANS MDST BE ON LOB SITE FOR ALL INSVECTIONS A Page 9 of 48 LICI_AKHREC AIR."s OT MJ6Ei0® — �021 I I I z I I � J o }U F U R � w a I � I � w --------� caw � R ma R R < TVPE A UNIT z g R cx R � o �J R �a OFFICE � m� R R 0x Ow {� a R mm VAN LLI R U R 4 0 J m BLDG 3 10-PLEX O Q o BLDG 2 LL U) 10.PLEX tx C c a U v Q (0 } it 0 E LLI Q o Z 2 m (n NORTH T Site 1"=30'-0" U � aA U bo ,tl Q x U "• M Call F--�1 QTY'APPR0- PLANS DATE: 4/21/2025 PIANi MUST BE ON lOR SITE CM1eckeN FOR AIL INSPECTIONS Al-I Page 10 of 48 LICENSED ARCHITECT Pfi-985108 srnre �iDArs 1 4/2/2025 SIGN SHALL BE ON THE POST OR ACCESSIBLE SIGN SHALL BE ON THE POST OR VAN ACCESSIBLE RADIUS AT ALL CORNERS RADIUS AT ALL CORNERS ATTACHED TO THE BUILDING FACE SIGN'A' ATTACHED TO THE BUILDING FACE SIGN'B' RE9EWED REyERr/ED PARKNG GREEN TEXT&BORDER PARKING GREEN TEXT&BORDER _J7 PRECAST CONCRETE PRECAST CONCRETE PARKING BUMPERS PARKING BUMPERS BLUE SQUARE,WHITE SYMBOL BLUE SQUARE,WHITE SYMBOL WHITE BACKGROUND °r:"`„e WHITE BACKGROUND INTERNATIONAL SYMBOL INTERNATIONAL SYMBOL — . � .H.Fcrfs�e OF ACCESS PAINTED ON OF ACCESS PAINTED ON PAVING. PAVING. w w U a ALUMINUM SIGN WI TAMPER U a ALUMINUM SIGN W/TAMPER n a RESITANT SIGN BOARD g a RESITANT SIGNBOARD MOUNTING FASTENERS Z MOUNTING FASTENERS 2"GALV.STEEL POST _ =Y LL 2"GALV.STEEL POST �QO 2QO 2'-0"HIGH SOLID PAINTED wag q wag 4 LETTERING(WHERE AN p O Al-2 p O Ai-2 INDICATED ON SITE PLAN) K O Zpm moo b,a b,a 20 20 WALKWAY WALKWAY STRIPES SOLID STRIPES SOLID eL o PAINT 9'-O" 5'-0" PAINT 11.-0.. 5'_p^ H 1 ACCESSIBLE PARKING STALL 2 VAN ACCESSIBLE PARKING STALL ;1 ACCESSIBLE PARKING SIGNS 1/8 118 W 2"OR 3"STD.WEIGHT 0 GALV.STEEL POST AS 0 INDICATED J m U) D_ Q o CONCRETE FOOTING PRECAST CONCRETE PARKING BUMPER �.L SET POSTS IN SLEEVES W/ B'-0" AS SPECIFIED,CENTER ON STALL x Q LL J w NON-SHRINK,NONMETALLIC J r Q GROUT a ASPHALT PAVING 12"DIA.< (0 E 0 24"LONG,NO.5 REBAR i.w FOOTING TYPICAL FOR ALL PARKING, WITH POINTED TIP AND Q o TRAFFIC,AND ACCESSIBLE SIGNAGE,THIS WELDED 1-i12"DIAMETER w SHEET WELDED WASHER CAP Z ro 4 SIGN POST DETAIL 5 PRE-CAST CONC.BUMPER DETAIL 8/4"=1'-0" 1/2"=1'-0" U � aA U 18 � � 3 *o ,tl Q x U "• M Cal F--'1 DATE: 4/21/2025 CITY APPROVED PLANS NM RCR .en.me.r.n.vlw". aw" cneck"e PIANS MUST RE ON 1OR51TE FOR ALL INSPECTIONS Al-2 Page 11 of 48 LICENSED ARCHITECT Pfi-985108 2'-0" 2'-0" PROVIDE BACKING,TYP. sr re �ionrO 4/21/2025 DOORS P-LAM P-LAM ADJ. P-LAM ADJ. SHELVES,TYP SHELVES,TYP ADJ.SHELF(VES) IN P-LAM FINISH,TYP ' WIRE PULL,TYP WIRE PULLS WIRE PULLS a P-LAM FINISH 3 n UPPER CASEWORK DETAIL y P-LAM FINISH P-LAM FINISH 1°=1'-0" 3mm PVC EDGE 3mm PVC EDGE e BANDING v BANDING o WIRE PULLS P-LAM FINISH DRAWER WIRE PULLS DRAWER DRAWER - ' 0 WIRE PULLS 3 DRAWER R . x - - P-LAM FINISH �+ DRAWER m P-LAM FINISH x PROVIDE BACKING,TYP. z - - u DRAWER ADJ.SHELF DOORS P-LAM LL DRAWER WIRE PULL,TYP DRAWER 4"BASE 4"BASE a 3 4"BASE 4"BASE W 1 TALL CABINET 2 TALL RR CABINET 4 UPPER ABOVE STOVE 5 BASE CABINET 4 DRAWER BASE CABINET SHELVES DETAIL -0" 1"=1'-0" 1"=1-01. 1"=1'-0" 1"=1'-0" m Y � d 0 Q ° � Q = U w � 1 3'-4" W U v U) 3,_4. 3,_4„ a Q P-LAM FINISH P-LAM FINISH P-LAM FINISH P-LAM FINISH z i 1'_3'• 2._�„ 1'_3" 1, 2,_1„ 2'-1' W Q p W 3mm PVC EDGE 3mm PVC EDGE 3mm PVC EDGE 3mm PVC EDGE v BANDING BANDING BANDING BANDING Z 1 m Q Ij WIRE PULLS WIRE PULLS WIRE PULLS DRAWER DRAWER L_---J L----J WIRE PULLS P-LAM FINISH BRACKET @ BRACKET @ BRACKET @ DRAWER 6'O.C.MAX P-LAM FINISH 6'O.C.MAX P-LAM FINISH 6'O.C.MAX P-LAM FINISH ADJ.SHELF DRAWER 3 x w z DRAWER �1 U N o 4"BASE 4"BASE 4"BASE 4"BASE b ISLAND BASE CABINET SHELVES V "~ 7 BASE CABINET SINK DETAIL $ DETAIL 9 ISLAND BASE CABINET SINK DETAIL 10 ISLAND BASE CABINET 4 DRAWER b o 1"=1'-0" 1"=1'-0" 1"=1'-0" 1"=1'-0" c cn Q+w A aj ,tl Q x M Cal F--'1 DATE: 4/21/2025 CITYIAPPROVED PLANS NM RCR weeh.croz comolionm awn CheckM VlANS MNST BE ON lOR SITE FOR ALL INSRERIONS Al 0-0 Page 12 of 48 LICENSED ARCHITECT Pfi-985T08 1' 0' 3 S re D A10- 4/21/2025 TYP 4 A10-1 1 1/4"-2" 1 1/2" 7 +34"TO 38" A10-1 TYP O TYP 8 A10-1 1'-0" O 1 TYP EXTERIOR STAIR 2 STAIR EXTENSIONS n HANDRAIL TO BUILDING DETAIL 0 U 1/2"=1'-0" LJ 3/4"=1'-0" lJ 3"=1'-0" 19T@11"=17'-5" 20R@611/16"=11'-2" FIELD VERIFY SITE CONDITIONS 7"MAX RISER 11"MIN TREAD WRAP HANDRAIL 1'AROUND CORNER I 2XS PRESSURE TREATED - JOISTS @ 16"O.C. LLI 1/2"MAX.FROM �r TREX DECKING LEADING EDGE RECCOMENDE 11'-2" \ J VISUAL CONTRASTING STRIPE m 3 1/2"X 12"PSL m Q 0 12"TUBE STEEL X C< m F LLI G U) 1/8"METAL Jd 504.E VISUAL CONTRAST. THE LEADING 1 TO 2 INCHES OF EVERY 4"PRE-CAST CONC STAIR ;\\ ¢ TREAD AND LANDING,MEASURED (6 >- J HORIZONTALLY FROM THE LEADING Q a Q 10 7/8"LONG 2"X 2"X 3/8" EDGE OF THE NOSING,SHALL CONSIST z T ANGLE STEEL TREAD OF A SOLID SOLOR HAVING VISUAL 1"MIN. i SUPPORTS BOLTED TO TUBE CONTRAST OF DARK-ON-LIGHT OR 2"MAX W Q p W STEEL LIGHT-ON-DARK FROM THE REMAINDER Z ro OF THE TREAD.THE CONTRASTING TYP MARKING SHALL BE DURABLE AND 307.4 VERTICAL CLEARANCE 2 SHALL E)CFEND EACH TREAD TO THHE OTHER SIDE OF OM ONE SIDE OF a)TREAD MARKING SHALL BE 80"MIN.RAILS OR A70-1 EACH TREAD. OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS TYP THAN 80".THE LEADING EDGE :- 6 OF SUCH RAILS OR BARRIER SHALL BE LOCATED A10-1 1/2"MAX E ABOVE THE FLOOR.27 MAX - - -—-—-—-—-—-—-—- RECCOMENDED U �.y an o b)ALTERNATE LOCATION e� m •J o 4 EXTERIOR STAIR n STAIR CONTRAST n VERTICAL CLEARANCE 1/2"=1'-0" L 3/4"=1'-0" U 1/4"=1'-O" �Q+w 7 CA 3 ij 2"x 2"x 3/16'TS 1 1/2" 2"x 2"x 3/16"TS L7 1 1/2"STEEL HANDRAIL .� z y z C, 3 3/4"x 3/4"BALUSTERS @ _ Z w 4"O/C MAX.-FULL WELD wO TOP&BOTTOM l a r 3/4"x 3/4"BALUSTERS @ �? 4"O/C MAX.-FULL WELD ¢ 2"x 2"x 3/16"TS @ 4'-0"O/C o_ TOP&BOTTOM w 2"x 2"x 3/16"TS O w 2"x 2"x 3/16"TS @ 4'-0"O/C O v � 2"x2"x-16"TS `v 2" 7r�' CITY APPROVED PLANS DATE: 4/21/2025 PIANS MUST BE ON IOB SITE NM RCR STAIR GUARDRAIL/HANDRAIL SECTION FORNLLINSPEC➢ONS ."" " r l DETAIL WALKWAY GUARDRAIL SECTION DETAIL 3/4"=1'-0" 3/4"=1'-0" A10-1 Page 13 of 48 LICENSED ARCHITECT pR- ,LS 2X6 EXT.STUD WALL @ 16" S TE ID 0 O.C.W/FULL THICK INSULATION R-21 MINIMUM CEMENT BOARD SIDING INSTALL JAMB FLASHING AT 4/21/2025 (REFER TO EXTERIOR INSTALL SILL FLASHING SIDES OF OPENING,TWO ELEVATIONS) MEMBRANE AT BOTTOM OF ROWS OF STAPLES,DO NOT STAPLE BELOW ROW OPENING,STAPLE ALONG TOP EDGE 318"FROM TOP OF STAPLES AT SILL FLASHING 6 MIL VAPOR BARRIER WRB&DRAINAGE MAT MEMBRANE ONLY FLASHING HEADER LEAVE BOTTOM EDGE INSTALL SILL FLASHING REFER TO STRUCTURAL SHEATHING UNATTACHED FOR WATER TO CREATE A SILL PAN RESISTANT BARRIER W/1"UPTURNS AT EACH LEAVE BOTTOM EDGE INTALLATION TO GO JAMB.STRETCH CORNERS. UNATTACHED FOR WATER UNDERNEATH FLASHING DO NOT CUT CORNERS. RESISTANT BARRIER 5/8"GYP BD INSTALLATION TO GO HEAD FLASHING MEMBRANE i OUNDERNEATH FLASHING 1O 2O 3 I WINDOW TRIM NOTES: FLASHING TO BE A COATED VAPOR BARRIER PRODUCT WALL FRAMING NOTES: GRADE A OR B.THIS PROCEDURE FOR NAIL-FLANGE TYPE FELTORTWO PLY BARRIER TEXHALL BE 2 ERRS OF#15 BUILDING WINDOWS ONLY.NAILING FLANGE MUST BE CONTINUOUS AND INTEGRAL WITH WINDOW FRAME. TYVEK AND OTHER SIMILAR BUILDING WRAPS ARE NOT ALLOWED. 9"MIN FLASHING W/DRIP EDGE LAP WATER o WOOD TRIM UP AND UNDER WRB RESISTANT BARRIER VERTIVALLY 12" INSTALLWINDOW CAULK AROUND BACKER ROD&SEALANT Z WINDOW PERIMETER m llll��� LAP WATER AIR SEAL PREMIUM VINYL WINDOW RESISTANT BARRIER REFER TO WINDOW TYPES HORIZONTALLY 3"MIN INSTALL HEAD FLASHING MEMBRANE / WOOD TRIM BACKER ROD&SEALANT // OVER TOP OF WINDOW FLANGE THIS SHEET OF WATER RESISTANT BARRIER TO / SLIP UNDER SILL AND FLASHING NG (n NOTES:INSTALL WINDOW / MEMBRANE,NOTCH WATER w WINDOW TRIM HEAD METAL FLASHING OVER RESISTANT BARRIER TO FIT _ THE WINDOW HEAD TIGHTLY AROUND WINDOW O FLASHING MEMBRANE,AND FRAME PROFILE 0 Q 2X6 EXT.STUD WALL I� / 5 PLACE THE WATER IS @ 16'.O.0 WI FULL // O RESTANT BARRIER OVER TYPE D BUILDING PAPER Z THICK INSULATION /j THE FLANGE OF THE METAL m SILL FLASHING OVER / FLASHING.FLASHING TO BE A 6 MIL.VAPOR WEATHER BARRIER COATED VAPOR BARRIER O BARRIER O PRODUCT,GRADE A OR B. D5 5/8"GYP BOARD WRB&DRAINAGE MAT Q O 2 VINYL WINDOW FLASHING DETAIL LL U O CEMENT BOARD SIDING JN -1'V x Q (REFER TO EXTERIOR CC LLJ G 3 ELEVATIONS) J — r 1 i�II II i I. d U d U) )- ¢ J_ 0 a Q WQ o LLI Z 2 m VINYL WINDOW DETAIL @ CEMENT #4 x VARIES DOWEL DOOR FRAME n BOARD @12"O/C DOORASSEMBLY 3"=T-0" THRESHOLD &SWEEP SEALANT BED INTERIOR FINISHED CAULKING JOINT FLOOR SLAB 1/2"FIBER EXPANSION JOINT FINISH FLOORING SLOPE EXT CONC WALK AWAY FROM BUILDING VAPOR BARRIER 2%MAX. EXTEND 6 BEYONDLn 1ST CJ 2X6 EXT.STUD WALL 5/8"GYP BD a rt�a rt�• "° U @ 16"O.0 W/FULL �p,., y� y� �p,., - METAL EDGE @ THICK INSULATION 6 MIL.VAPOR "bcO(, O `W •, _ P� GYP BD.(TYP) BARRIER Qnf�p CAUPERIME ND ER WINDOW PERIMETER ... ... ... ... ... ... ........... .. ... U 6"OF 3/4"-MINUS VINYL GRAVEL BASE WINDOW FRAME COMPACTED III 3"MINUS WASHED FULL GRAVEL NATIVE SOILS FILL BELOW CONC.WALK 2"RIGID INSULATION FOUNDATION WALL F°O PERIMETER SEALANT W/ AT PERIMETER BACKER ROD(TYP) CEMENT BOARD SIDING FOUNDATION WALL PER ELEVATIONS •—J � W z 1x3.5"CEMENT TRIM BOARD LEAVE 1/4" WRB&DRAINAGE MAT GAP&CAULK p„ VINYL WINDOW JAMB @ CEMENT 9 BOARD 4 DOOR THRESHOLD DETAIL M 1 1/2"=1'-0.. 1 1/2"=1'-0" b.Q Cal F--1 CITV.Y A-..VED PLANS DATE: 4/21/2025 PLANS MUST BE ON IOB SITE NM RCR M FOR ALL INSPECFIONS Al 0-2 Page 14 of 48 LICENSED ARCHITECT pR- 'LS PLYWOOD SHEATHING WRB:TYPE D BLDG PAPER s, ?pµo DRAINAGE MAT:GREENGUARD DC14 WRB&DRAINAGE MAT 4/2112 0 2 5 II 2X6 WALL FRAMING CEMENT BOARD SIDING WRAP WRB& WRAP WRB& R-21 BATT INSULATION PANEL SMOOTH DRAINAGE MAT 12" DRAINAGE MAT 12" VAPOR BARRIER AROUND CORNERS LEAVE 1/4" AROUND CORNERS LEAVE 1/4" .75x2.5"CEMENT BATTEN BOARD 5/8"GYP BD ON EACH SIDE GAP&CAULK ON EACH SIDE GAP&CAULK EVERY 16"O/C 4'CEMENT BOARD SIDING 1X3.5"CEMENT TRIM BOARD PANEL SMOOTH WRB&DRAINAGE MAT .75X2.5"CEMENT BATTEN BOARD I I� 12"CEMENT BOARD LAP WRB&DRAINAGE MAT 1x3.5"CEMENT TRIM BOARD SIDING SMOOTH EVERT 16"O/C II LEAVE 114" LEAVE 1/4" P.T.SILL PLATE GAP&CAULK GAP&CAULK 4"CONCRETE SLAB ON GRADE II 15 MIL VAPOR BARRIER SES 2x6 WALL FRAMING 2x6 WALL FRAMING @ 16"O/C @ 16"O/C _ 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER z SHEATHING SHEATHING R-21 BATT INSULATION R-21 BATT INSULATION o .75x2.5"CEMENT BATTEN SLOPE GRADE 2% 12"CEMENT BOARD LAP 5/8"GVP BD BOARD EVERY 16"O/C 5/8"GYP BD 4"OF 3/4"TYPE 1 MIN.AWAY FROM SIDING SMOOTH CRUSHED AGGREGATE - - - - - FOUNDATION CEMENT BOARD SIDING 2"RIDGID INSULATION @ PANEL SMOOTH PERIMETER GRADE CLEARANCE @ VERTICAL n SIDING n LAP SIDING CORNER DETAIL SIDING CORNER DETAIL 1 1/2"=1'-0" 1 1` 1 /� 1 1/2"=1'-0" LLI 0 0 DO C7 J U) Q � d � 1 X3.5"CEMENT TRIM LEAVE 1/4" .75x2.5"CEMENT BATTEN BOARD O Q o UJ BOARD GAP&CAULK EVERY 16"O/C LL (/� - OVERLAP AS REQUIRED BY 12'CEMENT BOARD LEAVE 1/4" 4'CEMENT BOARD SIDING 10 Q LAP SIDING GAP&CAULK PANEL SMOOTH WRB&DRAINAGE MAT Lx c MANUFACTURER J r I d U) d ————————————————————————————— —— ' J ill SHEATHING C>O Q Z H WRB&DRAINAGE MAT OVER LLI PLYWOOD SHEATHING it 5/8"GYP BD Z 0 LLI m 0 R-21 BATT INSULATION 2.6 WALL FRAMING CEMENT BOARD SIDING @ 16"O/C PER ELEVATIONS f 6 MIL VAPOR BARRIER 5/8"GYP BD 6 MIL VAPOR BARRIER R-21 INSULATION, 1/4"GAP,DO NOT CAULK FULL THICK PLYWOOD SHEATHING VERTICAL TO LAP SIDING HORIZONTAL 2X6 WALL FRAMING 2x6 WALL 5 R-21 BATT INSULATION 24 GA PRE-FIN METAL FRAMING VAPOR BARRIER WRB DRAINAGEMAT N„ & FLASHING UP&UNDER 5/8 GYP BD WRB&DRAINAGE MAT I I 9.25"CEMENT TRIM BOARD CEMENT BOARD SIDING U P.T.SILL PLATE I 0 FINISH FLOORING M I �y M i—I aC •� PLYWOOD SHEATHING o CONCRETE SLAB ON GRADE 2X6 WALL FRAMING V m WI REINFORCING b R-21 BATT INSULATION REFER TO STRUCTURAL ..o VAPOR BARRIER CORROSION RESISTANT C� ^ „ OVER VAPOR RETARDER METAL .--i o LEAVE 1/4 GAP&CAULK WRB&DRAINAGE MAT SIS GY P BD OVER COMPACTED GRAVEL m w ' '^ M I IIII VI WRB&DRAINAGE MAT OVER CEMENT BOARD SIDING PLYWOOD SHEATHING - -•F� F o P.T.SILL PLATE VAPOR BARRIER .r. W CEMENT BOARD SIDING ' + - _ ^•-. PER ELEVATIONS INTERIOR ' ,. 2"FOUNDATION INSULATION, FLOOR SLAB 1/2"FIBER EXPANSION JOINT F ! R-10 SLOPE EXT CONC WALK FINISH FLOORING z AWAY FROM BUILDING II _ :r� •rl � M VAPOR BARRIER 2%MAX.V1 - _ 4"OF 3/4"TYPE 1 0� o�c� "' — — �5y•,�,{� .. EXTEND "BEYOND T CRUSHED r�� f, 6 O S CJ=' v�J ——_ ——. III III III III III III — — — AGGREGATE _ — — ° - ra.: III—III—III—III—I N CEMENT TRIM BOARD TRANSITION ¢�¢ Qom¢ ¢ Q�¢�Q� III III III h 1 4 DETAIL �bubub ub�bUb :f f —III ,'.a COMPACTED 3"=1'-0° NATIVE SOILS —III- 2"RIG'DI D IN III III III '• r^', —III- ---III— .a•' tea, ATPERIMETER .5-�•'�K�'R. l" f 4"OF 3/4"TYPE 1 ,,:r_�-1_Srs.Y„ f r` r: CRUSHED ICI III 4"OF 3/4"TYPE 1 CRUSHED AGGREGATE II AGGREGATE -III COMPACTED NATIVE SOILS FOUNDATION WALL DATE: 4/21/2025 REFER TO GEOTECH FOR SUB-SLAB PREPARATION FOUNDATION WALL NM RCR FOUNDATION INSULATION @ CONICFOUNDATION INSULATION @ CITY APPROVED PLANS �w JOINT n PERIMETER bro •a. m° " 11/2"=1'-0" 3"=1'-0" PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Al 0 3 Page 15 of 48 LICENSED ARCHITECT AR- ,LS STA�TEL RIDI 4/21/2025 A3-0 1 1 2 � T 5 ao•-o^ 10•-5'• 8'-10" 6•_2" A2-1 9'-0' 2 , jA5-1 A5-1 j REF I I I DW j o oI i I I I of I I -I C I ® EF w z Dw j U J Q d 3 co0_ � J N QLL ° z LXL (� — _ Q � g I it l ' IIIIIIIIII w 2 .3 U r J �z� T w J F z o m 0 4 A5-0 _ o - - I 3 Dw `•• I I I N a A5-0 I H EF 2 V o j As-0 rl I I v bo 7 ^M REF °o° •y--I O c� A2-2 NORTH A3-0 T n PROPOSED MAIN FLOOR 1'-0" l-All..-.PLANS DATE: 4/21/2025 MANS MUST BE ON lOB SITE awn Cry�F� FOR ALL INSCECTIONS A2-0 Page 16 of 48 LICENSED ARCHITECT AR- ,LS 1 2 5 1 2 5 RTE D HO BT 4/21/2025 4 A l FRR 0 1 I \ I N B REF REF 0 � KITCHEN 1 6.2 2 0 DINING 0 0 6.3 Dw II Dw II �--1"``------IuUU�-----'",1—�— I I � LIVING RM 6.1 I I _ 2'-6" 5'-6" 5'-9" 2'-2" 2'-0" 2'-0"L, 5'-7" 6' 6" - 2 l I Z Q © ® (3) a o l 2 O\ RR LAUN Y � QQ s.4 6 5 U co LL LL 1 - LL 3 '�✓' '��S,S�Ii _� 20 Q� o Q X o 0 REF 0 80 KITCHEN (6 } o 5.6 DINING T-2" 2'-10" L, 4' 6" 1'-9" 1'-9"1'-10" y a > Z =J 0 BED RM F 5.7 Oq W 5.5 LAUNDRY �DW I�I DW I�I 5.2 ——L——�— ——L——�— � CLR 4 IN f� LIVING RM U 3 5.1 V BED RM lv 0 5.4 �.y RR T-2" 2'-10" 4 -4" 3' 6" 2'-6" 5 5.3 - 1'-6"- b � o ® I I I I I I I I I I I I I O ® I I I I I I I I I I I I I — I 4'-2" 17'-5" W W a 10'-6" 8'-10" 20'-6" r� 7 1 2 3 5 1 2 3 5 bA n LEVEL 1-Callout 1 n DIM LEVEL 1-Callout 1 _; U 1/4"=1�_O„ 1 CITY APPROVEDPLANS DATE: 4/21/2025 PLANS MUST BE ON JOB SITEaw" Cry�F� FOR ALL INSPECTIONS A2-1 Page 17 of 48 LICENSED ARCHITECT AR- ,LS STACQTE` RIDPH 4/21/2025 1 2 3 5 1 2 3 5 I I I I C I I I I __E=?==i=s_------==?=_E — — RR 6 '3 T-2" 2'-10" 4'T'-4" 3'4,'1-6" 18'-2" - BED RM \ O 2.4 © o LIVING RM 3 2.1 O 0 ME-- 4 LAUNDRY BED RM 2.2 Dw I I c R Dw I I LLI Q �A 2.5 DINING KITCHEN s'-z' 2'-10" 4' s" s' 1-e"r-1o" 0 � 2.7 J O 2.6 o m O O O REF O �O LL O --t---}— OOO OOO d Z < ° Q Q LAUNDRY l RR li li li li li LLI 3 III - nUJ 1.5 1.4 CO E Of o l > Q z LLI Q = o Z © ® 0 Z of m LLI I I M 5'-6" 5'-9" 2'-2" 2'-0" 2'-0" 5'-7" 6'-6" 8'-0" LIVING RM 1.1 I �-I DINING O 1.3 Dw Dw " O an KITCHEN o .� o s.2 T U b 0 --- O 0R 0 OO Tt N,00 REF 10'-6" 15._0.. 14'-6" n LEVEL 1-Fallout 2 2 DIM LEVEL 1-Callout 2 DATE: 4/21/2025 CITV PPROVED PLANS NM RCR >o.c"e.c"melm"n aw" cn�k"e PLANS MNST RE ON JOB SITE FOR ALL INSPECTIONS A2-2 Page 18 of 48 LICENSED ARCHITECT AR- ,LS B STA�TEL IOPH 4/21/2025 1 � 5 20,-8. A2-4 11 -—-—-—_ _ 2 -—- -—-—-—-—-—-—-—`- A5-1 A5-1 B -I LIE] CL w I I I I I I � I I � I I I I I I I I I I I -I Lu C EF C O o J J d �_ 3 a- OJ O Q oLL LL x Q LLz A10-1 J r N a U) < � D co o a � E — w Q o > Lu z < mO I F I I 4 ED Aso I � I 0 A5-0 EF _ _ o I 2 •� �i oMo A5-0 V � b o *o A5-0 V V N' W W U a cC � � v 9. 4^ — - - 20' 8 - - - "� n PROPOSED2NDFLOOR 10 CITY APPROVED PLANS weep.mee ccmerunn PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS DATE: 4/21/2025 NM RCR awe cn�kee A2-3 Page 19 of 48 LICENSED ARCHITECT pR- ,LS 1 5 1 5 IDs, 22 40'-0" 4 25 9'_5• I I I I I 12'-9" 6'-1'• 10'-5" 10._9. RR , s 6.9 a-7^ z-s^ / II 2,-0" 2'-101/4" 2'-2" '-3" 3'-2" T-4" L. BED RM 0 0 © RR 6.10 MASTER 6 6 6.7 2-6" 5,-4" 2'-9" 2'-2" 6'-1" 3'-0" 7 O CLR U) 7'-10" 2'-0' 2'-0' 4'-5" T-3" 3'-3" BED RM W J 6.11 0 d WALK-IN CL n _ J 6.6 O HVAC - m O U^) J LL LL I I I I I � y z I I I I I U W LL N W _ - Lu r WH REF O,OO __ +__ ��WH REF __+___i-_ OO BOO ___+__ � } ^' Q ¢' — — — — ® KITCHEN o W Q = Z 4.6 DINING T-2^ 2'-10" 4' 6^ 1-s" r-9"V-10" a Z � m W 0 BED RM A 4.5 4.7 In LAUNDRY < 3'-0" DW CLR DW 0 4 / N 3 a 3 LIVING RM o � o BED RM z 4.1 _ .--I bbA 0 A 4.4 © N " RR 3'-2" 2'-10" 4' 6" 2'-0" 3,-4" 3' 6" 2'-6" 8'-2" d 0 4.3 - NEI a'-r 1r-5 U a 10'-6" s'-,o^ 20'-8" M b.Q n LEVEL 2-Callout 1 n DIM LEVEL 2-Callout 1 U 1/4"=1'-0" U 1/T'=1'-0" DATE: 4/21/2025 ❑TYAPPROVED PLANS NM RCR mh"wx mmvi,^nre aw" cneck"e MANS MUST BE ON 1OB SITE FOR ALL INSRERIONS A2-4 Page 20 of 48 LICENSED ARCHITECT pR- ,LS STA�TEL RIDPH 4/21/2025 r7 1 2 3 5 1 2 3 5 I I I I I I I RR 2 U tO ° U 3 3'-2" 2'-10" 4' 6" 2'-0" 3'-4" 3' 6" 2'-6" 18'-2" BED RM 3.4 LIVING RM > 3 3.1 s aCID fN i 3 i U1 LAUNDRY DW I�I DW I�I z O 3.2 W DINING OA O J BED RM KITCHEN 3'-2^ 2'-10" a' s" r-s^ r-s"r-10^ > U d 3.7 3.5 O 3.6 m O WH O — �_—__TII — O RE OO - -I _--T J LL LL U) „ z I x Q LL N - W .3 C, n U vLLJ d U d0 WALK-IN CL 6 } e L8 ® HVAC �i Q BED RM 0 Z o W o Z 1.11 m 7'-10" 2'-0"�2'-O" 4'-5" 3'-3" 3'-3" y 3'-3" v ® O 3'-3" 1 ®1 1 ®1zNq R s_4• 0" MASTE RR N 72,_2„ 5,_t. - CLR y 1.7 F1.8 O © BED RM U U A © 1.10 0 �o � RR 2'-0" 2'-101/4" 2'-2" '-3^ 3'-2^ 3'-4" 3 7" 2 6" 1.9 s. S-'S,ii •moo zo T T o � � 3 2' 9" 0'-1" 10'_51 101 _91 . U W W 40,_0" ,Sti 4'CC U p a bA n LEVEL 2-Callout 2 2 DIM LEVEL 2-Callout 2 1/4"=1'-0" 11T=1'-0" CITV APPROVED PLANS DATE: 4/21/2025 PIANS MUST BE ON IOR SITE NM RCR FOR ALL INSPECTIONS aw" CI'�F� A2-5 Page 21 of 48 LICLNBLO MbNITIOT AAJBEEM 5 1 1 5 ASPHALT SHINGLES(TYP) ASPHALT SHINGLES(TYP)SHAKE SIDING(TYP) SHAKE SIDING(TYP) COLOR 1:SW 6069-FRENCH ROAST COLOR 2:SW 9154 PERLE NOIR 4/21/2025 COLOR 3:SW 9086-COOL BEIGE COLOR 4:SW 9153-MOONLIT ORCHID Ci 9.25"CEMENT TRIM BOARD C1 Level3 Level3 20._3 — — �J 2p_3 — 2 BOARD AND BATTEN SIDING 9.25"CEMENT TRIM BOARD C 9.25"CEMENT TRIM BOARD Level 2 Level 2 2" 11'-2" C2 3.5"CEMENT TRIM BOARD 3.5"CEMENT TRIM BOARD C 3.5"CEMENT TRIM BOARD 3.5"CEMENT TRIM BOARD C LevelI _ Level1 _ 0" 0" HORIZONTAL LAP SIDING(TYP) HORIZONTAL LAP SIDING(TYP) North 2 South 1/8"=1'-0" 1/8"=1'-0" H G F D C B A ASPHALT SHINGLES(TYP) W 0 SHAKE SIDING(TYP) Q ® m Z C1 { O C1 C1 Cir-� Level3 � ~ L0 - - Q cz c2 � Q ° W 9.25"CEMENT TRIM BOARD m m C2 m m m 9.25"CEMENT TRIM BOARD tx C LJLI G 3 Level2 c c c c d d 0 11._2� — — 6 < W' C C2 C4 C4 C2 C C2 a W 3.5"CEMENT TRIM BOARD BOARD AND BATTEN SIDING z T m m c m m 0 m Z 2 o X m W Opel 1 3.5"CEMENT TRIM BOARD 3.5"CEMENT TRIM BOARD,TYP. HORIZONTAL LAP SIDING(TYP) (AROUND ALL WINDO 3.5"CEMENT TRIM BOARD 3.5"CEMENT TRIM BOARD WS 8 DOORS) BOARD AND BATTEN SIDING BOARD AND BATTEN SIDING BOARD AND BATTEN SIDING 12"ADDRESS#,TYP 3 East U 1/8"=1'-0" U � aA U A B C G H by ASPHALT SHINGLES(TYP) \�W 7 VI SHAKE SIDING(TYP) � p 1—I U �i pj N C1 C1 ADDRESS IDENTIFICATION-IAW 2018 IFC 505.1 Q x Level 3 2 3" c2 c2 New and existing buildings shall be provided with approved address 9.25"CEMENT TRIM BOARD m m m 3 m m 9.25"CEMENT TRIM BOARD identification,legible and placed in a position that is visible from the street or c c road fronting the property.CoTF: High and right as conspicuously possible. Ie—Level 2 11 -z C2 Characters shall contrast with their background. Address identification shall C2 C2 BOARD AND BATTEN SIDING C C C 3.5"CEMENTTRIMBOARD be Arabic numbers or letters. Numbers shall NOT be spelled out. mm m m m TF Best Practice:Commercial Buildings should have minimum 12"tall Level 1 numbers and shall be affixed to the building. Numbers may be affixed to monument signs but as a secondary address location.Street name not 3.5"CEMENT TRIM BOARD 3.5"CEMENT TRIM BOARD HORIZONTAL LAP SIDING(TYP) 3.5"CEMENT TRIM BOARD,TYP. 3.5"CEMENT TRIM BOARD mon 9 rY BOARD AND BATTEN SIDING (AROUND ALL WINDOWS&DOORS) BOARD AND BATTEN SIDING needed if numbers are displayed facing assigned road. DATE: 4/21/2025 a west Suite/Apt/Unit numbers shall be affixed near the main entry door(s),a NM RCR minimum 4"tall and shall include the word"SUITE"or"APT"or"UNIT"etc. CITY APPROVED PLANS PLANS MUST BE ON LOB SITE FOR ALL INSPEMONS Page 22 of 48 LICENSED ARCHITECT AR- ,LS STA�TEL RID1 ROOF VENTING 4/21/2025 A3-0 1O AREA: 4,483 SQ FT 1 VENTING REQUIRED: RIDGE:1,076 MIN.SQ.IN.OF NET FREE AREA OF EXHAUST NEEDED SOFFIT:1.076 MIN.$Q.IN.NET FREE AREA OF INTAKE NEEDED VENTING PROVIDED: RIDGE: GAF MASTER FLOW ALUMINUM RIDGE VENT LINEAL FEET REQUIRED 51'-0" 1 5 SOFFIT:GAF LSV8 METAL CONTINUOUS SORT VENTS LINEAL FEET REQUIRED 127'-0" O2 AREA: 216 SQ FT VENTING REQUIRED: RIDGE:52 MIN.SQ.IN.OF NET FREE AREA OF EXHAUST NEEDED SOFFIT:52 MIN.SQ.IN.NET FREE AREA OF INTAKE NEEDED VENTING PROVIDED: RIDGE: GAF MASTERFLOW ALUMINUM RIDGE VENT LINEAL FEET REQUIRED T-0" GABLE:GAF MASTER FLOW METAL GABLE LOUVER DA 12X18:1 REQUIRED 1'-0' S"/1,0" O3 AREA: 333 SQ FT _ VENTING REQUIRED: RIDGE:80 MIN.SQ.IN.OF NET FREE AREA OF EXHAUST NEEDED SOFFIT:80 MIN.SO.IN.NET FREE AREA OF INTAKE NEEDED VENTING PROVIDED: RIDGE: GAF MASTERFLOW ALUMINUM RIDGE VENT LINEAL FEET REQUIRED 4'-0" GABLE:GAF MASTER FLOW METAL GABLE LOUVER DA 12X18:1 REQUIRED I I 2 ROOF VENTING 114"=1'-0" \ O O\ o I I q C — — — — — C 1'-6" Lu Y/V-0„ 5"/1`0" 0 J I m (n � d q O Q o LL U 1'-6„ A3-0 4 O 3 A3-0 G - } d - E LL ml W Q o O z of m W V-6" G — — — — G U 4 �o U �Q+w - U a 1—� v I I z � 1 A3-0 n ROOF PLAN U 118"=1'-0" DATE: 4/21/2025 NM RCR CITY APPROVED PLANS awe cneck"e MANS MUST BE ON 100 SITE FOR ALLINSVECFIONS A4 0 Page 23 of 48 LICENSED ARCHITECT pR- ,LS 1 PRE-ENG TRUSSES @ 24"O.C. T T PRE-ENG TRUSSES @ 24"O.C. 5 R.re RICI IDO CONT RIDGE VENT ASPHALT SHINGLES OVER ROOF SHEATHING CONT RIDGE VENT 4/21/2025 ICE&WATER SHIELD 2X6 OUTLOOKERS CONT RIDGE VENT 2X6 OUTLOOKERS ASPHALT SHINGLES OVER ICE&WATER SHIELD CEMENT BOARD SIDING ROOF SHEATHING 1 LAYER TYPE D BLDG PAPER SHEATHING TRUSSES @ 24"O.C. R-38 INSULATION ROOF SHEATHING R-38 INSULATION Level 3_ Level3 20._3� 20._3„ 5/8"GYP BD 5/8"GYP BD MASTER RR RR BED RM WALK-IN CL BED RM 1.7 1.8 1.8 1.10 1.6 1.11 CEMENT BOARD SIDING 15/32"WOOD UNDER ENT (2)1 3/4 X 11 7/8 LVL 2'-0"DEEP PRE-ENG DRAINAGE MAT 15/32"WOOD UNDERLAVMENT 1 LAYER TYPE D BLDG PAPER OVER 23/32"SUBFLOOR OVER 23/32"SUBFLOOR TRUSSES @ 24"O.C. SHEATHING Level 2 Level 2 2x6 @ 16"O.C. 11'-2" 11'-2" R-21 INSULATION VAPOR BARRIER 5/8"GYP BD 31/2 X 161/2 31/2X 161/2 5/8"GYP BD /8"GYP BD 31/2X 161/2 19T@11"=15'-10" 5/8"GYPBD GLU LAM BEAM GLU LAM BEAM GLU LAM BEAM 20R @ 6 11116"=11'-2" SOUND INSULATION 2'-0"DEEP PRE-ENG SOUND INSULATION CEMENT BOARD SIDING DINING TRUSSES @ 24"O.C. KITCHEN LIVING RM DRAINAGE MAT RR LAUNDRY LIVING RM 1.3 6.2 1 1 1 LAYER TYPE D BLDG PAPER F F SHEATHING 9.4 1.5 9.9 2X6 @ 16"O.C. FINISH FLOOR R-21 INSULATION FINISH FLOOR LLI 4"CONC SLAB ON GRADE VAPOR BARRIER 4"CONC SLAB ON GRADE 4"MIL VAPOR RETARDER 5/8.GYP BD 15 MIL VAPOR RETARDER (3)11 7l8 LVL COMPACTED GRAVEL COMPACTED GRAVEL STAIR STRINGERS Q COMPACTED SUBGRADE COMPACTED SUBGRADE J Level 1 Level 1 m DAMPROOFING R-10 RIGID INSULATION DAMPROOFING R-10 RIGID INSULATION Z _O 0 Q O LL U) „ U X < " w n Section 1 G Section 2 LLI V) U 1/4"=T-0" 1/4"=1'-01, (0 E Z Q LLI Qof o 1 PRE-ENG TRUSSES @ 24"O.C. J I PRE-ENG TRUSSES @ 24"O.C. J z ro CO CONT RIDGE VENT CONT RIDGE VENT ASPHALT SHINGLES OVER ASPHALT SHINGLES OVER ICE&WATER SHIELD ICE&WATER SHIELD ROOFSHEATHING ROOF SHEATHING R-38 INSULATION R-38 INSULATION U Level 3_ Level 3 bA 20'-3" 20'-3" , 5/8"GYP BD 5/8"GYP BD b � o BED RM KITCHEN DINING BED RM KITCHEN LIVING RM — 0 0 0 0 0 �Qr3� 3 5 3.6 3.7 3.4 3.6 3.1 1—i E �o U ca 8 2'- DEEP PRE-ENG 15/32"WOOD UNDERLAVMENT 2'-0"DEEP PRE-ENG 8 15/32"WOOD UNDERLAVMENT AO-4 TRUSSES SSES @ 24"O.C. OVER 23132"SUBFLOOR TRUSSES @ 24"O.C. AO-4 OVER 23/32"SUBFLOOR ,y"r Level2_ � Level2 x" a I 1'r_2^ < 11'_2^ V M SOUND INSULATION 5/8"GYP BD OVER 112" CEMENT BOARD SIDING SOUND INSULATION 5/8"GYP BD OVER 1/2" CEMENT BOARD SIDING FURRING CHANNELS DRAINAGE MAT FURRING CHANNELS DRAINAGE MAT 3 1/2 X 161/2 1 LAYER TYPE D BLDG PAPER 1 LAYER TYPE D BLDG PAPER BED RM GLU LAM BEAM KITCHEN DINING SHEATHING BED RM LIVING RM SHEATHING 2.@ is"O.C. 2X6 @ 16"O.C. 2.5 F 2.6 2.7 R-21 INSULATION 2.4 2.1 R-21 INSULATION VAPOR BARRIER VAPOR BARRIER 5/8"GYP BD 51&.GYP BD FINISH FLOOR FINISH FLOOR 4"CONC SLAB ON GRADE 4"CON C SLAB ON GRADE 15 MIL VAPOR RETARDER 15 MIL VAPOR RETARDER COMPACTED GRAVEL COMPACTED GRAVEL LL Level 1 COMPACTED SUBGRADE COMPACTED SUBGRADE _ Level 1 DAMPROOFING R-10 RIGID INSULATION DAMPROOFING R-10 RIGID INSULATION DATE: 4/2112 0 2 5 NM RCR aw" CITY APPROVED 3 Section 3 4 Section 4 PwLANs 1/4"=1'-0" 1/4"=1'-0" PANSMUSTBEON10851TE A5 0 FOR ALL INSPECTIONS Page 24 of 48 LICENSED ARCHITECT Pfi-985108 H G F D C B EXTEND FIRE BARRIER TO BOTTOM OF ROOF SHEATHING. ROOF RIDGE BEYOND R.COL RICKS STATE IDPHO ------ ----- -- -------------------- 4/21/2025 i � I ASPHALT SHINGLES OVER � � I ICE&WATER SHIELD 1 TYP 1 2X6 OUTLOOKERS PRE-ENG TRUSSES @ 24"O.C. ROOF SHEATHING DRAFTSTOPPING TYP @ STAIRS AO-4 2-OUTLOOKERS R-38 INSULATION w o Level 20'-3" � 5/8"GYP BE 5/8"GYP BE (2)LAYERS FIRE BLOCKING 5/8"GYP BD 5/8"GYP BD U 5/8"GYP BD w a BED RM BED RM KITCHEN LIVING RM LIVING RM KITCHEN BED RM BED RM FT10-1 F36 731 F41 F46 FIS.11 F6.10 CEMENT BOARD SIDING DRAINAGE MAT 1 LAYER TYPE D BLDG PAPER TYp `O SHEATHING 8 2'-O"DEEP PRE-ENG LANDING 15/32"WOOD UNDERLAYMENT 8 1 0 2X6 @ 1 O.C. A0� TRUSSES @ 24"O.C. OVER 23/32"SUBFLOOR AO-0 AO-4 R-21 INSULA6"TION VAPOR BARRIER Level 2 n 5/8"GYP BD Jr -2" V 2X8 @ 16"O.C. 5/8"GYP BD 5/8"GYP BD OVER 1/2" 5/8"GYP BD OVER 1/2" SOUND INSULATION 5/8"GYP BD FURRING CHANNELS FURRING CHANNELS LIVING RM KITCHEN LIVING RM LIVING RM KITCHEN LIVING RM 1 1-1 FZ672.1 F51 F56 F61 FINISH FLOOR 4"CONC SLAB ON GRADE TYp 15 MIL VAPOR RETARDER 1 COMPACTED GRAVEL AO-4 W COMPACTED SUBGRADE Level R-10 RIGID INSULATION DAMPROOFING s m U) U) z _O O Q o H 1 Section 5 LL U) U 1/4"=1'_0" x Q W c t W 3 (0 E Z zz T 0 H G E C B W Q In z � mm ASPHALT SHINGLES OVER ICE&WATER SHIELD 2X6 OUTLOOKERS ROOF SHEATHING PRE-ENG TRUSSES @ 24"O.C. 2X6 OUTLOOKERS U R-38 INSULATION Level' r— m �J 20'-3" �--I ••r�r o 5/8"GYP BD 5/8"GYP BD 5/8"GYP BD 5/8"GYP BD CEMENT BOARD SIDING .� DRAINAGE MAT 1 LAYER TYPE D BLDG PAPER RR KITCHEN RR RR KITCHEN RR sQ'I w 7 SHE 1.8 3.6 3.3 4.3 4.6 6.8 2X6 S LA O.C. *o R-21 INSULATION `v VAPOR BARRIER 5l8"GYP BD 8 8 N W 2'-0"DEEP PRE-ENG 15/32"WOOD UNDERLAYMENT Fr"Vy. TRUSSES @ 24"O.C. AO-4 AO-0 OVER 23/32"SUBFLOORI;lll �I � Level 2 11'-2" cC 5/8"GYP BE Sl8"GYP BD SOUND INSULATION 5/8"GYP BD OVER 1/2" 5/8"GYP BD OVER 1/2" r FURRING CHANNELS FURRING CHANNELS KITCHEN LAUNDRY KITCHEN RR RR KITCHEN LAUNDRY KITCHEN l 6.2 F 1.5 F26 F23 F 5.3 F56 F65 F62 M--1 FINISH FLOOR 4"CONIC SLAB ON GRADE 15 MIL VAPOR RETARDER COMPACTED GRAVEL Level 1 COMPACTED SUBGRADE v OL„ R-10 RIGID INSULATION DAMPROOFING DATE: 4/2112 0 2 5 CITY APPROVED PLANS "•R NM RCR PLANS MUST BE ON JOB SITE awn CM1eckeN FOR ALL INSPECTIONS 2 Section 6 L 1/4"=1'-0" A5- Page 25 of 48 LICENSED ARCHITECT Pfi-985T08 2X4 STUDS @ 16"O.C. 2X4 STUDS @ 16"O.C. 2X6 STUDS @ 16"O.C. 2X4 STUDS @ 16"O.C. 2X6 STUDS @ 16"O.C. R.OL TE 11-0 3.5"SOUND BATT SOUND BATT INSULATION SOUND BATT INSULATION O SOUND BATT INSULATION O SOUND BATT INSULATION ST 4/21/2025 w w 5/8"TYPE X GYP BD 5/8"TYPE X GYP BD 5/8"TYPE X GYP BD 5/8"TYPE X GYP BD 5/8"TYPE X GYP BD 1"AIR SPACE 5/8"TYPE X GYP BD 5/8"TYPE X GYP BD 1"MIN AIR SPACE 1"MIN AIRSPACE O O O O O INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR n WALL TYPES 1 1/2"=V-0" II D E o g REF — — 0.0 _T B B > S B B B I Dw 1 1 1 B W LT( B CJ O B mB B Cn B B i B � B I\ B B B B B B B J C F J B G J c < Q B � fff1� A A A B A Z 2 l l l l W < L Z Of m r REF REF 2 TYP END UNIT LEVEL 1 WALL TYPES n TYP NIT LEVEL 2 WALL TYPES 1/44=1'-0" 1/4"=1'-0" END U U A T - +_ .060. _B �.w B U B B B B a B ?�r� B �ll F--1 B I I I I I I I I I A O i i i li i i li i i li i i li I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E6y66x__e6y66x6Er 6i66t6�66i66r�66f6 DATE: 4/21/2025 NM RCR E D aw" cn�k"e n TYP 2 BED UNIT WALL TYPES CITV APPROVED PLANS ray=e.��wp"R _On PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Page 26 of 48 LICENSED ARCHITECT AR- ,LS S TE D10 1"�,21 sL Lighting Fixture Schedule LABEL DESCRIPTION CATALOG MOUNTING VOLTAGE WATTAGE MANUFACTURER NOTES Ll Ll LED TAPERED DISK JSBT 61N 30K 90CRI WL SURFACE 120 14.4 JUNO V NIT M LIGHT w M6 Ll' oLl cL1 -�EF b L2 L2 SLIMFORM SURFACE JSF 11 IN 30K 90CRI SURFACE 120 15 JUNO ..'j" L2 MOUNT DOWNLIGHT- 120FRPC WH Z E V. LOWER CEILINGS HEIGHT AS NECESSARY ROUND TO ACCOMODATE HVAC EQUIPMENT aVANITY 3 LIGHT BATH VANITY ESSENTIALS-8013FTSN WALL 120 9 MAXIM GYP BD,TYP VANITY wpi EXTERIOR LED WALL 65-755 WALL 120-277 60 SATCO NUVO IPACK L3 EXTERIOR LED ASW75-SCT-GI-PCB-BW WALL 8 75 STONCO GYP BD,TYP ADJUSTABLE SLIM WALL Ll L2 PACK SL LED VAPORTIGHT OLVTWM MVOLT SURFACE 5 LITHONIA Ll SURFACE LIGHT -1-1 ILI ILI ILI 12 'Ll eL1 ILI ILI U-I Ll ol-11 �Ll Li L1 " GYP BID,TYP GYP BD TYP 00 Li Ll U) oLl oLi (D L2 EF L2 E F El U) 8'-11 1T16" LL U) z V VANITY—TYP' ANITY I I r HOUR SOFFIT X ----------------- - — — - I LU @ STAIRS VA Ty" L U) 0 L2 L2 [T] ILI "Ll [T] Ll L1 Uj Ll Ll 9'-0 3/8" z I m GYP BID,TYP I GYP 3D,TYP F— ILI oLl aL11 ,L1 all F�,L2 -LI '- 0 L2 L ITT ILI -1 L1 DEI ol RL1 F bp ILI OL1 GYP ID,TYP VANITY' L GYP BD,TYP I l N MI E EF N DF 1 L2 ILI ILI C L2 5 L dT �j 44 cal Lev?Y1 Level 2 1/8 - -0. 1/8"=V-0" DATE: 4/21/2025 F---—pp I-I. --p--N 5 PIANS MUST BE ON 10R SITE Page 27 of 48 LICENSED ARCHITECT AR- ,LS � CR"�,�.'�COL�gv/.R/ICKS � 3'-0" 2'-6" 1'-6" 2'-0" 2'-6" 2'-6" 2'T-0" 2'-6" 1'-6" 2'-6" 2'-6" 2'-0" TE 4/21/2025 nP nP nP 4 3 1 A10-0 A10-0 A10-0 TYP TY nP 8 nP 6 5 9 - A10-0 Al aO A10-0 A70.0 - _ Ij LEDDW 3'-0" 2'-6" V-5" 2'-0" 2'-5" 2'-0" 2'-0" 3'-0" 2'-0" 2'-6" 2'-5" 2'-0" 2'-6" V-5" 2'-5" 2'-6" 2'-0" n TYP END UNIT KITCHEN n TYP END UNIT ISLAND n TYP 2 BED KITCHEN 1'-0" 1'-0" U 1/2"=1'-0" LLI 0 U) 00 Z U) O H D_ Q O Q o > LL U w Fp X QJW 10 nP J � A1ao a- } ¢ O Oo T H o Z Ell '1 7 F DW n TYP 2 BED ISLAND rl TYP RR COUNTER 1/2"=1'-0" 1/2"=1'-0" U � aA U bo � � 3 *o U U a) IT, c a ,tl Q x U I'• M Cal F--1 DATE: 4/21/2025 NM RCR CInIAPPROVED PLANS aw" cne�Eee MANS MUST BE ON 106 SITE FOR ALL INSRERIONS A8 O Page 28 of 48 LICENSED ARCHITECT pR- ,LS DOOR SCHEDULE S TE RD^0 CLASSROOM: LEVER.DOOR CAN BE LOCKED FROM THE INSIDE. ST 4/21/2025 Door Type Count Elevation Width Height Door Material Door Finish Frame Material Frame Finish Accessories Door Glass Comments LEVERALWAYS OPENS FROM THE INSIDE. ENTRY: LEVER.KEY REQUIRED.DOOR CAN BE LOCKED FROM THE 1 1 a 3'-0" 6'-8" FIBERGLASS FF WOOD PT STORAGE/WEATHER-STRIP/THRESHOLD INSIDE.LEVER ALWAYS OPENS FROM THE INSIDE. 2 8 a T-0" 6'-8" FIBERGLASS FF WOOD PT ENTRY LEVER/WEATHER-STRIP/THRESHOLD TEMPERED 60 MIN RATED PASSAGE: LEVER.ALWAYS UNLOCKED.LEVER OPENS FROM EITHER SIDE. 3 12 C 2'-6" 6'-8" WOOD PT WOOD PT PASSAGE 4 4 d 6'-0" 6-8" WOOD PT WOOD PT PASSAGE IN PRIVACY: LEVER.DOOR CAN LOCKED FROM THE INSIDE.LEVER DEACTIVATES LOCK IN SINGLE MOTION. rn 5 14 b 3'-0" 6'-8" WOOD PT WOOD PT CLASSROOM z STORAGE: LEVER.KEY REQUIRED.THE OUTSIDE LEVER IS U, 6 10 b 3'-0" 6-8" WOOD PT WOOD PT PRIVACY ALWAYS LOCKED.LEVER ALWAYS OPENS FROM 2 7 18 a 4'-0" 6 WOOD PT WOOD PT PASSAGE THE INSIDE. O '-8" 8 4 b 3'-0" 6-8" WOOD PT IWOOD IPT PASSAGE n DOOR HARDWARE NOTES 114"=1'-0" w a w w m 6'-4" 4--4" 3'-4" 3'-4" 2'-10" " 6'-0.. " 4'-0" " 3'-0" 2' " 3'-0" 2 2'-6" 2 1'-6" V-6" V-6" V-6" 2'-0" 2' O" I I� i 312" 1 31/2" Z O w Q1 I� w J J Lb LL I cn cn 06 Lu Q o � LL co W 2 .3 = d U 0 0 CD � CD (0 } Ern EXTERIOR INTERIOR INTERIOR INTERIOR INTERIOR > z '•O n m � DOO TYPES LLJ Q o O R 'Z � 5'-0" U � aA o •� o U b 0 ,tl Q x MAIN LEVEL OR •!"I OA SECOND LEVEL WINDOW TYPES F--'1 DATE: 4/21/2025 NM RCR CITY APPROVED PLANS aw" cn�k.e M�mecwwX.nw PIANS MUST IOSITE O FOR ALL INSPECTIONS Page 29 of 48 A S C D F H o G SIMAS PROPERTIES 4, LLC s LOT 10 OF HOLOHAN SUBDIVISION BEING LOCATED IN THE SW 1/4 SECTION 8, TOWNSHIP 10 SOUTH, o m N o RANGE 17 EAST, OF THE BOISE MERIDIAN, TWIN FALLS COUNTY, IDAHO LL SITE DATA PROJECT INFORMATION ZONING DISTRICT: C-1 HIGHWAY COMMERCIAL PROJECT LOCATION: EXISTING USE: VACANT TBD HEYBURN AVE., W PROPOSED USE: APARTMENT COMPLEX THIN FALLS,ID 83301 TOTAL SITE AREA: - PROPERTY OWNER: RANDY SIMAS i�•l [��o TOTAL BUILDING SQUARE FOOTAGE: SEE ARCHITECTURAL PLANS 3150 S 1500 E,WENDELL,ID 83355 C) —1 M o PH.#(208)-308-7098 .,i BUILDING FOOTPRINT AREA: 29,704 SF cn u N o rn PLANNER/ENGINEER/PREPARED BY: BUILDING HEIGHT IN STORIES AND FEET: 28'-6"(PEAK)TWO STORIES AGPROFESSIONALS PARKING LOT COVERAGE: 29,965 SF VALENE CAUHORN PE213 CANYON CREST DR,SUITE 100, Q m 2 FILER AVE W TWIN FALLS,ID 83301 2 GT4 U TOTAL LANDSCAPE AREA: 46,063 SF r� PERCENT LANDSCAPE REQUIRED: 10% PROJECT a PH.#(208)-595-5301 O N LOCATION of PROJECT NUMBER: PERCENT LANDSCAPE PROVIDED: 39.0% z AGPRo PROJECT#2792-01 04 TOTAL PARKING REQUIRED: 2 SPACE PER 2 BEDROOM UNIT W +0.5 SPACE FOR ADDITIONAL ADDIsoN Avew a Q-0 m rn BEDROOM=93 4 oN m ~ M T u)O O �m TOTAL PARKING PROVIDED: 93 2tio W .0 TOTAL HANDICAP SPACES PROVIDED: 6 L�� A¢ m ro GENERAL LEGEND BICYCLE SPACES PROVIDED: 0 rn SETBACKS: PROPERTY BOUNDARY ■■o RIGHT OF WAY M o FRONT 27' rn SITE SETBACK SIDE 10' IRRIGATION EASEMENT REAR 15' FLOWLINE y`oNAE ENp VICINITY MAP ��9v ENSpO 4�� s IMPERVIOUSAREA: SCALE 1°=2000' SANITARY NITCE LINE ASPHALT 29,965 SF w w SA WATERL TER LINE E NE BUILDING ROOFTOP 29,704 SF asps PROPOSED CONTOUR CONCRETE 12,277SF ----aass----- EXISTING CONTOUR -SS SS PROPOSED SANITARY MAIN Sheet List Table W W PROPOSED WATER MAIN SHEET NUMBER SHEET TITLE SAN PROPOSED SANITARY SERVICE R/W EXISTING RIGHT OF WAY u C-1 COVER SHEET PERMANENT EASEMENT 3E 3E ST-1 SITE PLAN EXISTING FENCE CHIP EXISTING OVERHEAD ELEC UT-1 UTILITY PLAN ® PROPOSED MANHOLE PROPOSED FIRE HYDRANT GR-1 GRADING PLAN N PROPOSED WATER VALVE w p x RD-1 ROADIMPROVEMENTS • PROPOSED CLEAN OUT �I Q FFF,sss/ill PROPOSED WATER FITTING Uj w RD-2 ROAD IMPROVEMENTS DETAILS o EXISTING TELEPEDESTAL I^y (S) EXISTING SS MANHOLE w DT-1 TYPICAL DETAILS O c0' EXISTING UTILITY POLE DT-2 TYPICAL DETAILS DECIDUOUSTREE a O DT-3 TYPICAL DETAILS EXISTING STRUCTURE EX-1 RIGHT OF WAY EXHIBIT EXISTING CONCRETE I--I GENERAL NOTES 1. SITE IS NOT LOCATED IN A FLOOD PLAIN. 2, DESIGN SHALL COMPLY WITH ISPWC 2017&CITY OF TWIN FALLS REVISIONS. CITY APPROVED PLANS SHEET: PLANS MUST BE ON 1OB SITE COVER SHEET FOR ALLINSPERIONS C D E F G A B C D E F G H O a a o PARKING m o PARKING PARKING 1 - CURB&GUTTER CURB&GUTTER CURB&GUTTER ° ° 4 ° ° ° ° 2� OSHAGUARDRAIL(IF NEEDED) p - ° w ° 1II ° a a o o °° 1Ii a �. �° ° fL ° 5 p° • GRADE _ BREAK_ °- ° �°' � �° p RAMP UP LANDING a LANDSCA/ LANDSCAPE ° C p 1 p LANDSCAPE LANDSCAPE LANDING l2 1 ° o RAMP DOWN o N/ �� 00 g fJ. ( y j (1.12 MAX) /z 1:12 MAX) ° a. N z C �� ry ° IEa��� 0 •r•i I`)��It°n SINGLE In In STEPS AS REQUIRED�I F� DOOR NOTE: a1 y COVERED ENTRANCE COVERED ENTRANCE—_ ENTRANCE GUARDRAIL REQUIRED WHERE DROP ^` �/U N BUILDING BUILDING BUILDING BUILDING OFF IS GREATER THAN 6". I r C 3 p 2 J STAIRS,7.5"RISE(MAX),IT RUN(MIN). z }_�_____ �_�__-__ O O N 1a COVERED ENTRANCE RAMP&STAIR OPTION VERED ENTRANCE NON-RAMP OPTION 1c SINGLE DOOR ENTRANCE RAMP&STAIRS ^ . �' DT-1 SCALE:NTS DT-1 SCALE:NTS DT-1 SCALE:NTS a � rn O U)0 1 W C) A > Q m ao 6"VERT 14' c � CURB 14' ■ c�+J DECORATIVE FINISH(SEE ■■o r MASONRY OR ARCHITECTURAL PLANS) � RAMP RAMP HEIGHT OF CURB < METAL FRAMING MATCHES SWAT END(TYP) I WITH DECORATIVE OO L"3 y (1:12 MAX) (1:12 MAX) e _ a a WOODFINISH TRASH° ° O` P RECYCLE 3 I (3 CY) i (3 CY) MAT H ES C&CRAMP G MATCHES RAMP�{ CURB&GUT TER I ad'. I - DO O a (BOTH SIDES) $*WHEELSTOP DEPRESSED C&G la G-0 Q 4 p� VG I II II I HATCH DENOTES DOUBLE SWING GATE 2%MAX DEPRESSED CURB CROSS SLOPE 10'OPENING 3' T \ EACH WAY v PLAN VIEW ELEVATION l F�1 9'-STD *NOTES: _ 5' 11'-VAN CONCRETE WHEEL STOP(ANGLE IRON OPTIONAL)SECURED TO SLAB TO PREVENT DUMPSTERS FROM DAMAGING WALLS, ��� DA SERVICE GATES,ASSOCIATED LATCHES AND HINGES ON TRASH AND RECYCLING ENCLOSURE WILL BE METAL OR OTHER DURABLE MATERIAL. w r PARKING AND SIDEWALK RAMP r TRASH ENCLOSURE W x DT-1 SCALE:NTS DT-1 SCALE: A vS n••I QI CIiY APPROVED PLANS ,. SHEET: PLANS MUST BE ON LOB SITE TYPICAL DETAILS ORALLINSPELIONS DT 1 D E F G A B C D E F G H O a 1"NOES 1 ({EACH AT 90 DECREES) 10 O MINIMUM LETTERING DO 4 FT. OR GREATER DEPTH, HEIGHT OF 1',MODED INTO TOP OF COVIIR 8' MIN. 2 T PIPE DIA. <_ 24" °°O`�oo 00�0 0 ° o 14 YAK O EXTEND WRE IY MOVE GRACE AND G00000000 ® 2 ! WRAP WIRE AROUND HYDRANT . °OSANTARY°° r-u z L w 1 1 Q rtrtl��1L i� swN. _ _ A I 1`\ A LEGEND oo SEWER a.• ^ ii I 1 \\YY ) PER IFSD-SOB. °°°°°°°°°°° ° LL O1 CONCRETE COU.AR IN PAYED STREET SECTONS o II III II III - U ....°00000000000..Do0. J :� GRADE RINGS NOT TO DICE'FD 12'FROM FINISHED tl c MANUFACTURER tltl°vvnn F F 1 y' .aft..,�� II III _ - SURFACE TO TOP OF CONE. •''1F I III 1 0 // 2'-3'IF DETACHED --Vw-- - YN 1 I j W O SIDEWALK u� Y 1 / 1'MIN OJ PRECAST MONOUTHIC CONCENTRIC CONE% SECTION.(REBM NOT SHOW). 1/2"g155ET6 a 11 DETAIL A \` 1 O RAMNEK OR APPROVED GASKETS ALL JOINTS. (6 EACH O 0 DECREES). 10 1g 9 NI OS PROPERLY ALIGN ALL INTERIOR JONTS. T © PRECAST CONCRETE MANHOE-BARREL SECTION PLAN IB (ROAR NOT SHOWN). 1 1 PLAN VIEW I HEIGHT OF 1",MOLDED •°°000000000a000. N.T.S. MINIMUM LETTERING 'u GGGu.. •-• OT PRECAST GASKETED HUB RING RUBBER INTO TOP OF COVER - tp CASKETED COLLAR-RE%IBIS ANDD WATER TIGHT. �p n�• 4 /\ N'T'S' 2 PLAN OB REPLACEMENT SURFACING TO MATCH RUSH WITH 2J T 6• °°-00000000000dvn°L • EXISDNG SURFACING(AC SHOWN). 1' 0 FRAME TO GRADE RINGS. L °STORM° 1 T LEGEND Iz• a e a 10 FRAME AND covBR PER aw-soz r O° ccSEW o°o°OG °Ooo T/B' _ _ IF THE GROWN OF THE LATERAL IS MORE THAN PLATEN B07W 9 a x 6 p m t•\ ' ,arj O1 BINCHAN h TAnOR 5 I/q'LID 1Y XI ER THAN THE CROWN OF THE TRUNK, COVER °0Y'Qt °oDO°p�°°O 0°�°f NOTIFY THE CITY ENGINEER FOR APPROVAL 1RI SORT 4•;PART N0.GRESLXVISK4WCL35(REWIRED IN n ° MANUFACTURER °°R° W PAY LIMIT FOR - COLECTORS AND ARTERIALS N.T.S. rH WN HrORMr EN LEGEND ] STD RD;PART NO.CRE5LWIRD(FOR ALL OMER APPLICATWS) 2{'O0. © CAST IN PLACE NMH AS BASE. SEE TF50-501A ITEM FOR PREFABRICATED BASE Oj FIRE HYDRANT(PLANT IN ACCORDANCE WITH SECTION 403). .SFE DETAIL A �— 'N O MIN.12"RADIUS X 12"CONCRETE COLLAR. 1 NOTES: 25 1 2• r G) 2 BREAK AWAY BW1S FIRE HYDRANT DETAIL O END OF TRENCH. Q(z)N HFBAR XooPs WITH(4)N YERncALs. •' I 0 OPTIONAL PREFABRICATED MANHOLE BASE WITH z!' �r O r'M 0 , I i 2 APPROVED PIPE COINECTIWS MAY BE USED WITH _ O N.T.S. NOT USED • I--\Q 00 ©DRNN-KEEP CLEAR. T ENgNEERS APPROVAL, SEE iFSD-5D1A NO.12 AWD.COPPER WIRE FINDER. I J C FOR DIAMETER,D,GREATER THAN 2r.SEE .. OS CAST IN PLACE CONCRETE THRUST BLOCK(4 SO.FT.OFS O O TFS)-502. V THRUST BLOC(REWIRED)(SEE NOTE D). 1t B VAVE MANUFACTURER NOTES: 0 !'(MINJ.: { D MANHOLE FRAME AND COWIR: 6 1•DRAIN ROC(EXTENDS 12•HORIZONTALLY FROM EACH T TOP OF BINdHAM h TAndR 15•LONG 2-PIECE SCREW TYPE O A REFER TO DRAWING NO.TFSD-507. W C LL O I✓FLOCATFDMMD REUSED UNLESS APPROVED BY THE gttTS SHALL BE NEW. HYDRANTS SHALL NOTE O SIDE OF CONCRETE BASE AND THRUST BLOC(AND O ADJUSTABLE 5 1/4 CAST IRGN VALVE BOX NO.GRO—I(FIG NO. I 5 B.FRAMSLOPE AN .—SHALL BE—SX WIlX 22 1/2' I MANUFACTURER O /I 1v1 0 C ENGINEER WRTCALLY M 2'ABOVE HYDRANT DRAEN WALL 4905)OR APPROVED SUBSTTJM �. OF 2 O ALL AU%JUMY VALVES TO BE LOCATED AT THE TEE ON THE OO PRECAST CONCRETE BLOCK 1'X 1'X 8•THICK. IJ 8O FINISHED GRME. 6 I ''' 6 RING PVC PIPE IS COLLUTILIAR W,INSTALL I RUBBER 3D' [O f Q RING C G WITH COLLAR WHERE THE PIPE IS IN MODEL 2 O r_ M WATER MAIN AS SHOWN ON THIS DETNL OR AS ONOT B VALVE SUPPORT PRECAST OR CAST IN PEA CONTACT WITH MANHOLE BASE AND/OR MMHOE NUMBER %XXX Fy BY THE ENGINEER.NEW M N CONSTRUCTION. FITTINGS ARE NOT O ( O SCGRE 4 LINES RA RIP OF CONCRETE COLI.AR 1/Y OEFP _ I'PER SLOPE gHANNEE IN ORDER TO INSURE A WATERTIGHT FRAME COMPATIBLE WITH NEW PAIN CONSTRUCTION,USE SUITABLE a TYPICALLY 2 PARALLEL @ 2 AT 90'TO Pk. 1'PFA FOOT SEAL EXTEND APE S FFICIENTI.Y IN90E M O W ADAPTERS OR NEW FITTINGS UPON APPROVAL BY THE O TEE(MJ X W%RANGE)WITH THRUST BLOgG TO ALLOW FOi GROUT SEAL OF PIPES ENTERING N.T.S. ENGINEER. 10 GUT CIRWIAR AND SMI e'(MIN.) ] THE BARREL SEE 5023.3E () XX/XX 0 ALI_ANCHORS AND 10 B'W.AUXILIARY VALVE(NJ%FLANGE). O EITHER USED WITH ANY MANHOLE DESIGN. A MFG GATE ©UNDISTURBED SOIL BLOCKING TO BEAR AGAINST 11 CAST IRON VALVE BOX 11 HAPPROVED SUBSTNIE U ONLY ORSVN®m N0.1111g6 OR ,; 11 F EITHER BASE ON TFBO-5O O2 IFSD-SOtA MAY O IF WATER OF CCONCREHYDRMT IS M COMMENCE THRUST BLOCKINGG.USE A PRIOR TO $PIECING SEE NOTE Q.RE FINDER.SEE 50-514 FOR APPROVED SUBSTITUTE.HICHUNE W'VIE WHITE BOX BOTTOM SECTION N0,111050 OR n1l - '.• CONCRE ONFORCING T AC MANHOUE OMMCDATE H-2) (VARIER) ^ OlCOMBINATION OF CONCRE AND UNI-FLANGE SERIESTRAFFIC LOADINGS UNLESS OTHERWISE SPECIFEI OJgNT RESTRAINT. 13 5 1/4•UD. ELEVATION VIEW °SLU�BSIIjUT®E. R GATE BOX nUGNER,N0.]5181 OR APPROVED _ 1COVERoCD mPLACE LOCATOR WIRE DIRECTLY ABOVE APE.SECURE FINDER 1! IN 24'W%lY CONCRETE COLLAR WITH(2)F4 RERAN O TUB ,ATUNE MINUMUM D LATERAL ICONNECTONSNWRT A SHALL BESAT THE ... rM WIRE UNDER(MJ)BOLT AT MNN. HOOPS AND(4)i4 VERTICAL BMS. VALVE BOX AND LID L � CENTERLINE ELEVATION OF TIE MAINLINE PIPE NOTES: J(O O OR AT THE ELEVATION WHICH MATCHES THE TOPTO J01NT RES7RANT DEVICES MAY BE USED AS AN THRUST BLOCK WITHTH ENGINEER'S APPROVAL AIERNATE 15 FINISHED GRADE. H.DS NOTE: .) OFPIP T EVER I HIGHER.TTOP OF THE MAIN A G BY CITY OF TWIN FALLS WATER DEPARTMENT SUPERINTENDENT. 4•TYPE 1 Q UNLESS OTHERWISE SHOWN.IJAN S SHALL OB COYIIR NOT TOBE ARP WARPED. ALL THAT RATTLEOR/WBRATELEWHEN O 16 SIDEWALI(. O ALL PRODUCTS AS INDICATED OR APPROVED SUBSRTUTOI W J 0 1©MECHANICAL CONNECTION. REDOING 0.1 FT FALL FROM UPSTREAM TRUNK INVERT TO TRAWLED UPON.MACHINE ALL MATCHING SURFACES. /1 j SECTION A—A DOWNSTREAM TRUNK INVERT. © MINIMUM WEIGHT OF FRAME AND COVER-265 LBS. 4 1 a oO 1®COVER DRAIN ROCK WITH FILTER FABRIC. N.T.S. N 19 8'DIAMETER PIPE ■■CID Un N CD 2d8 2O8 2018 (� CITY FIRE HYDRANT STANDARD DRAWING CITY VALVE BOX AND STANDARD DRAWING CITY STANDARD MANHOLE STANDARD DRAWING CITY STANDARD MANHOLE STANDARD DRAWING TWIN°FALLS DETAIL N0- MSD-404 THIN FALLS LID DETAIL N0' MSD-406 TWIN FALLS TYPE A OF No' LSD-501 TWIN°FALLS COVER AND FRAME N0' IWD-507 M90. jell, 3 1 1 3 2 2 LEGEND 2 STEEL T POST FENCE MARKERS PER TFSD-512 \ R O WATER-TGHT PLUG OR CAP. ANISH GRADE FNISN GRADE AA� ®°o°o°o°o°® � � ®°o°o°o°o°® 0000000 0000000 Q000000Q 7Q0000000 � I I ; 00 SANITARY 00 00 STGRM 00 CAP OR PLUG MO INSTAL STAMP♦'LETTER'S"INTO p SEWER p Q SEWER Q O ER SERNCE LINE MARKER I Nt I CONCRETE WHERE SEWER O O O P TF'SD-512(T. 2 i 1 ,• .• CROSSES WRB 0 0 0 0 0 0 O O O O O O 25 O QOOQOO oOQOOQO MIN.CRADEI 4' 2UC1 ®°O°000°O°® ®00°O°000°® /Fr. Mm.auDE t/4'/Fr.(xq I > \ INI OEKLOPER PROPERtt- �l / BEND AS RINEEEDED { LOCATION 5• BEND I SEE PLANS F STUB PROFILE 1 1 J tS IERMINATON LOCATION TUTS FF��11 4 { MIN.GRADE 1/8' FE 1 'B' NV. PLAN PLAN EL N.T.S. N.T.S. MIN.GRADE 1/4'/Fi.(2>h{.�i'I DEEP BELL 45• BETA W �) (GPI(PART QU OR lrL"�'•1 1.1. rrD„ APPROMD EQUAL). MIN. r��' 1 O MILL GRADE 1!'/FE(2.0 "F" ,J, 1.y rT I Q' "Gn _ L ICI ` R sETi NmE D rrErr DEEP BELL Br SPIcoT 6 COUPUNG V PANT 925 W a NOTES: OR APPROVED EOUAL). AO ALL SERVICE LINES TO BE V INSIDE a ^ Iy R DIAMETER UNLESS OTHERWISE NOTED. 9 O TYPE'C'CONNECTION WILL ONLY BE O ALLOWED IF APPROVID BY THE CITY l z'-o• ENGINEER. ELEVATIONS - v ©TYPE.EN•E.0R' ORGALLOWABLE FGR 2 CENTERLINE TRENCHER 15 DEER OR GREATER I� WITH PEE-APPROVA BY THE aN SEWER MAIN rY.( SECTION A—A ENGINEER zGOx SLOPE N.T.S. DO FOR MAIN LINES 10.OR LARGER LOOT[MN. I.DOx MINA NOTE: MUST USE TYPE•GI 1/8 LONG OA TOP OF COLLAR TO BE RUSH RADIUS BEND LEGEND WITH MANHOLE COVER. HOT ALLOWS) O F4 ROAR HOOPSON(2 EACH)SEE SECTION A-A). 45' MA + F-I O RAN AT 20'SPACING I KOx INV.ELEV.AS SHOWN O SCORES fro.-1/!. V ON THE PLANS ©RIM. O FRAME AND COWR PER ED-SD)AND ES­ D lEE OR APPRO4s' N RE 1FE OR APPROVE � . LONNECTON TEE APRNOYED CONNECTION 1A©SEE"DETAIL A'FOR REBAR IN CgR. a 2•(MIN) J �- TYPE "Ar&rrDrr TYPE "B" TYPE "C CONNECTION TYPE rrE� TYPE 'Fu & "C" Q FINISHED GRADE. .,.� / (SEE NOTE B) (SEE NOTE C) OB SEE OTHER STANDARD DRAWNGS OF MANHOLES FOR MAXIMUM HEIGHT. Q&TS SHALL BE SEALED WITH RAM-NEK(OR EOU�AND DIM CONNECTION DETAILS T E INSDE. DETAIL A PROFILE N.T.S. N.T.S 2015 2015 CITY APPROVED PLANS CITY MANHOLE STANDARD DRAWING CITY STANDARD SEWER STANDARD DRAWING CITY STANDARD SEWER SERVICE STANDARD DRAWING wse/""°""""vll••.• SHEET' TWIN°FALLS COLLAR NT LSD—NG TWIN�ALLS SERVICE LINES N0' ■SD-511 TWIN°FALLS CONNECTION FOR NEW NO. LSD-511 A PLANS MUST BE ON 108 SITE DEVELOPMENT PROJECTS ORALLINSPECTIONS DT-2 A B C D I E I F I G A B C D E F G H Y O G¢ O M - Q 0 4'-8"MIN.SECTION CURB&GUTTER VERT.FACE G.&SW a ti RAISED PATTERN A HOT DIP GALVANIZED 3/8'COUNTERSUNK 1 CURB&GUTTER NON-SKID GALVANIZED PLATE NON-CORROSIVE MACHINE $ Q STEEL PLATE SCREW(TVP.)INSTALLED 3 °8: ALONG ONE SIDE ONLY (AASHTO M-111)_ PLACE FIRST SCREW 6"FROM FRONT EDGE _ h OF PLATE. SCREWS ON ONE SIDE ONLY. i• A L" + x B 1 4" • T-3 LANDSCAPE 3"X4'X3/8"HOT DIP •• SIDEWALK GALVANIZED ANGLE BAR EXTENDING THE FULL e\. 1^ .(2)° °(2)" LENGTH OF PLATE \y/ v > N0.3 REBAR-10"O.C. W 4 A Io CURB&GUTTER EXPANSION SEE DETAIL"A" JOINT(TYP. DETAIL "A" BOTH SIDES) PLAN VIEW SLOPE PLATE TO LK T 2 MATCH SIDEWALK O I:I .p CURB&GUTTER 1--� -�th �1 WIDTH OF SIDEWALK •P', u a 2 Lyll 4 1/2„ WIDTH OF THREADPLATE - I^SEE C&G DETAIL OPENING THICKNESS 2 BACK OF CURB O N� 12"-18" 9/16" U 2:L SLOPE CHANNEL 2%IN THE DIRECTION OF THE FLOW. >18"_24" 5/8" C O f T C N z a a >24" SPECIAL DESIGN PLAN VIEW 6"17 2.. .. _ - — O M 1/2"(5) FLOWLINE NOTES- SECTION SECTION A-A PG V-10"(TYP CAULK OVER EXPANSION 1. COMPACTED SUBGRADE(SEE PAVEMENT DESIGN DATA). BOTH SIDES) VARIES(12"MIN.) MATERIAL(SEE JOINT EMERGENCY OVERFLOW WATER SURFACE a DETAILS) 2. FOR DRIVE OVER CURB,GUTTER AND SIDEWALK, 6"MI� ° 1y' 5 1/4"MIN. 3 SCREWS TRANSITION(3'MIN.)O T VERTICAL FACE CURB AND FREEBOARD o a " - LANDSCAPE 1/2"SPACE�VF� GUTTER FOR CHASE CONSTRUCTION. KEEP GUTTER WIDTH N SIDEWALK - II FOR DRIVE OVER MIN N 1/4" 3. NEENAH R-4999 SERIES BOLTED TRANSVERSE e�' (nNSSDRAINAGE STRUCTURE,SOLID CHECKERED TYPE D GRATE MAY BE SUBSTITUTED-WN. a C FINISH RETE SURFACES TO RECEIVE A LIGHT BROOM 4. CONCII— — IIIIII 6"—NO.4 DOWELI . 2:1 SLOPE Q T BAR,EITHER GREASED I�6" (1) 6' (TYP.BOTH SIDES) ROCK LINING OR EROSION L OR SLEEVED 24"O.C. 5. ELIMINATE 1/2"FLOWUNE LIP WHEN STORMWATER CONTROL MATTING I� N QMl TYP.BOTH SIDES DRAINS AWAY FROM THE GUTTER. CO SECTION B-B o COMPACTED SUBGRADE 6'-0" o � M O^ SECTION A rn CONCRETE CHASE- PARKING CONCRETE SIDEWALK CHASE SPILLWAY DT-3 SCALE:NTS DT-3 NOTE:OMIT CURB AND GUTTER WHERE SHOWN ON PLAN SCALE:NTS DT-3 SCALE:NTS ANAL ENp 4�ev`ONSEp 2�AA 3 3 J O YR'l t. ENE l OPO I�l 1� r^ �� A n-•I � w 0 � 3 CITY`VIAeePPROVED PLANS 5 MTmecome„onw PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS SHEET: TYPICAL DETAILS DT-3 ¢ I o I E I F I G I H A B C D E F G H O � I o _ _ X ° O EXISTING BUILDING ___—_x— 3: � L EXISTING BUILDING -ss--- —SS———— ,—ss -----ss---- --- o ® o ——SS—————SS—____SS____—SS EXISTING CONC'.^ 3 R M s � —— _ —SS-----SS — —SS— —11 ----Ss— PROPERTY ———ss————— __ W w BOUNDARY SS ss � W w w w—w_w�o w—w—w HEYBURN AVE DHP o w 3 T�-W OHP w 3 4 N O O 15'UTIL ESMT I I OHP s N •• W W W W�W� -- a N w—bye OHP "a ° —WT P w II _ 15'UTIL MT W W W—yy W —OH=OH! 3 15'UTIL ESMT I _ I• M I w w w W— ¢ Tr M W W W F- _ W L J ° RETENTION POND 'I L _ _ — — _ —I— —I �— ,� ,w C o x--- x y ^` 'I RETENTION POND ° o I I W W CO o 2 — — — — —I — — WS WS W I I EXISTING BUILDING 2 Q U 3 w 6 H O �N A. Y ° ° 25'UTIL ESMT ° I mQ •� a= O � a N I I po °m R...a R ° R I W U)0 o mo w I 10'IRRIG ESMT WW11 U 0 m •6 R W R PROPOSED - ro I I ■■N U m p . I I BUILDING R o ■. a R 3 R N I I 3 90 0 3 R R R I a �. I o SS�SS� SS— N I EXISTING BUILDING FS w w—W�w Ss�ss�ss�ssss —5°� \ / — — — — — —w_s wo — — — — ss�ss FS FS FS � t� w r 7— s, w •= s s �� I Fl= I U � R R R PROPOSED a I —x— W`I BUILDING I ~� O s '° @ Fl= n It2 PROPOSED BUILDING NOTE: � PROPERTY BOUNDARY COVERED PARKING WILL NOT BE O rT UTIL ESMT PLACED OVER ANY EASEMENT. h" 1 33 3 15' e I I � O �1 IFS JET—'II, —ss-- —ss-- ss --- s——— — s———— —ss---- � — w—w—ss ----ss-----ss— CLOUCHEKAVE 3 � I c/) OHE� OH p �oHE�oHE � — OHE W� _ J _ OHE w—W—W_ 3 W— _ EXISTING BUILDING 3 EXISTING BUILDING HE\OME\ W W Wow— SHEET: �g NN CITY APPROVED PLANS RIGHT OF WAY EXHIBIT .•0 D1 ,� EX- 1 PIANS MUST BE ON lOB SITE FOR ALL INSPECTIONS �� SCALE:1"-20' C D E F G H A B C D E F G H Y CONCRETE CHASE THROUGH SIDEWALK, T x PROPOSED IRRIGATION BYPASS ® o FLOWS=O BACK OF WALK (NOTA PART OF THIS PLAN SET) EXISTING BUILDING W w z EXISTING BUILDING i s& - -ss----�-ss- ---ss---- ss oHe / s M o ss----- s-r---ss-----ss----- \ -,`--_� \ 11 . 9 - -----ss----- 1 ss -SS- ---ss----- ---V A \ SPILLWAY h A ¢O Ss ss 2'W BERM CREST 76 LF 12'RCP @ 1.0% (ELEV 3686.10) INV IN )3682.76 ,7 o FiEYBURN AVE \ II / INV OUT(W)368200 00 606�6 EROSION PROTECTION O O / ¢ OHP LL m I \ \ u TT EXISTING UTILITY POLE w \ :1 \ us v � a/ HIGH PQINr w�w- w-1 ° - _ w V • EROSION PROTECTION °/s Y, oop 3: 1 / /36g1 ° 2°�% z2% / w om A w�N OF A9PHADGE w� OHP �OO\I �m / w HIGH POINT / _ 1.2% I 3688 0� ° 22% I 3 I Oc 1� n / 3688 / ��- m � ° a�1^c I 3g9 / (. I I/ w-Q- W 4.o RETEurIou D '/ 6g0 uS I r- o_ 5 3O2 CF / �/ 3689 �T .21% o -\ 05% 36,90 f--X- - ° ° I I I 1 � a: I I EROSION PROTECTION L 1 u _ 3686 / a669 p5w- - _ - --- - - -x-----X_ // Or� '�� / \ 3682 / PROPOSED CONC 2 / a ��� 2 z3% 3697 - / I •r-i r-r / 3685 SIDEWALK CHASE 3692 / I N rn PROPOSED CONC u': / 0 3685 / // / SIDEWALK CHASE / TOP OF WATER 3685.00 RETENTION N T 2 I 1. M / 10,679cF , / Da% 3ya9 e I I 1 �I I JR Q �� East Pond 96 / 3686 3682 / 3683 9 m EXISTING BUILDING Gauge Contour Cumulative Cumulative I / / Elev ReadingArea Slice Volume Volume Volume //�a�1Yy, p•,I PROPOSED 3684 / o w ac- `• O m I o T CONCRETE TOP OF WATER 3685.00 3685 3,681.40 o.0 390.31 0 0 0.0 T ^ O m II m CHASE fZ / 3686 / R 3,681.60 0.2 1,032.34 142.27 142.27 0.003 V W / I 3.681.80 OA 1,424.89 245.72 387.99 0.009 3,682.00 (1.60.018 .6 1,725.06 315 702.98 W 0 p o e 3687 6/ 3688 / 3,682.20 (1.8 1,932.97 365.8 1068.79 0.029 ^ U la N 1 ? ,y6� / /yam 3,682.40 1.0 2,104.17 403... 1472.5 0.o34 I--1 a 5� FLOWLINE R 3,682.60 1.2 2,285.72 438.99 1911.49 0 z ■■N m M I 9 // 0.044 s N o^mo f /PROPOSED °y`O� 3,682.80 1.4 2,485.79 477.15 2388.64 0.055 co 1 in / BUILDING m 3,683.00 1.6 2,696.96 518.28 2906.91 0.067 0 a" / 3688.82 / R o rn 3,683.20 1.8 2,915.30 561.23 3468.14 0.080 3687 .� EXISTING CANAL COMPANY DRAINAGE PROPOSED CONC / R p M 3,683.60 2.2 3,373.5 651.61 4725.18 0.108 ■■ Onj T- SIDEWALK CHASE i / O m 3,683.60 2.2 3,373.50 651.43 4725.16 0.108 3,683.80 2.4 3,613.36 698.69 5423.87 OA25 • / / R ¢ 3,684.00 2.6 3,880.38 747.38 6171.24 0.142 3,684.20 2.81 4,114.60 797.5 6958.74 0.150 `OVAL pyOj TRASH 6 1 m 3,684.40 3.0 4,375.98 849.06 7817.8 0.179 �qs`ENSeO'FED /ENCL 12% 3��/ 3,684.60 3.2 4,644.54 902.05 8719.85 0.200 p" t�k 31684.80 3.d 4,920.27 956.48 9676.33 0.222 3 Oa 3,685.00 3.6 5,203.17 1012.34 10888.68 0.245 Spillway / s0 L 3686 5 O/ / / 1 / m \ 3689 PROPOSED CONCRETE CHASEe / ENCL EXISTING BUILDING West Pond 1 w O T- \ z Gauge Contour Cumulative Cumulative El- Readm Area slice Volume Volume Volume 36g0 N 3,681.00 o.0 290.9 0 o o.o 11 \\ 36g8 689 / 7 / / *�- R / // 3,681.20 0.2 351.57 64.25 64.25 0.001 I 1 /'/ / I 3,681.40 0.4 419.92 77.15 141.39 o.op3 3,681.60 0.6 495.95 91.59 232.98 0.005 r l 11 s R 0 a / 3,681.80 .6 579.67 107.56 340.54 o.00s v 3,682.00 1.0 671.07 125.07 465.62 o.011 a 1 I \wrn // 1 p�/ l 3.682.20 1.2 774.75 144.58 610.2 0.014 II �w / / i' Sg // 3,682.40 1.4 883.65 165.84 776.154 0.o18 % 3,682.60 1.6 999.15 188.28 964.32 0.022 / I f 3,682.80 1.8 1,121.26 212.04 1176.36 0.027 05% :/° / I x---- 3.683.00 2.0 1,249.97 237.12 1413.48 0.032 r/5 PROPOSED BUILDING / ? a R / V1 3690.30 ' s� a -x- / N I 3,683.20 2.2 1,381.58 263.16 1676.64 0.038 \ I I /J� /\ / / M I� -- 3,863.40 2.4 1,516.17 289.98 1966.82 0.045 w 1 / O 3,683.60 2.6 1,659.73 317.79 2284.41 0.052 EROSION PROTECTION,SWALE i d° / 3.683.80 2.8 1,806.26 346.8 2631 0.060 666W / TO PASS UNDER FENCE '� 2 4 I PROPOSED SIDEWALK CHASE °/ 3,684.D0 3.0 1,957.77 376.4 3007.41 o.o69 ,I A \ O EROSION PROTECTION 0.078 g PROPOSED IRRIGATION BYPASS 3,664.20 3.2 2,115.07 407.28 3414.68 / NOT A PART OF THIS PLANS 0.088 36 LF 12'RCP @ 1.0% PROPOSED3692.Bp ILDING INV IN(E)3689.87 I ( 3,654.60 3.6 2445.71 472.34 4326.31 w 7 .aj I 3,684.60 3.8 2,445.70 472.34 4328.31 0.099 INV OUT(W)3689.51 F-�•) I�1 I \ / / 3,684.80 4.0 2,797.68 541.67 5374.45 0.123 O PROPERTY BOUND h 36g9 36 - I 3,885.00 4.0 2,797.88 541.87 5374.45 0.129 SPILLWAY 3 _-3697- STORM DRAINAGE CALCULATIONS: 3697 05%- I Drainaee Runoff Factors: - Roofs =.95 West Pond 5,374.45 cf *stage storage curves - 3692 d 9�1 / 9� Playgrounds =.25 East Pond 10,688.68 cf shown In plans \ ESWALE TO CAPTURE NEW ARTHEN DIVERSION BERM AND Drives and Walks =.95 Total Proposed 16,063.13 Cf -_ ----_ -"'sg2 -_ DEVELOPMENT OF CLOUCHECK --_ 7'C&G AND SW- ---- ° Streets:Asphalt =.95 -- -SS- - 18'PROPOSED -SS- �� � ROAD WIDENING- / \ ww�ww Q= CIA Imo( EXISTING EDGE OF ASPHALT ------------ ---ss-__- - - _ � TOTAL On-site Run-off =117.612 SF Composite Runoff Coefficient y 1 -88----- S-_- ,\ �sg2 - - _- / Roofs =29,621 SF c=80,934/117,612=0.69 s 3692=_-Ss _\_ Playgrounds =43,996 SF \-ss-_-__s\S____ CLOUCHEK Drives and Walks =43,996 SF -� W w -- \ -S3___- AVE --- Sy _ Flow rate on-site(cubic feet) Intensity(in/24 hour)50-year=1.90 693 \oHE Q=.69*1.90/12*117,612 = 12,814.63 Cf El � � 3 OHE \\ Cloucheck Avenue IROWI Run-on oHE�oHE w� EXISTING C8G AND SW Streets:Asphalt=9,583 SF C=0.95 O �oHE�oHE w -W�yy�W-w- _ Flow rate-Cloucheck Avenue co 3 HE w Q=0.95*1.90/12*9,583 =1,441.47cf SHEET: EE EXISTING BUILDING NOTE EXISTING BUILDING oNF\ He urn Avenue(ROW(Run-on 1. ALL STEPS AND RAMPS TO BE INSTALLED PER ADA REQUIREMENTS. Streets:Asp halt=9%SF c=0.95 CITY APPROVED PLANS GRADING PLAN a,��.f-d.r•p- G R- 1 Flaw rate-Hevburn Avenue PLANS MUST BE ON JOB SITE 0 20 Q=0.95*1.90/12*9,148 =1,375.95 Cf FOR ALL INSVECTIONS SCALE:1"-20' TOTAL RETENTION POND=25,632.05 cf B C D E F G H A B C D E F G H O Ixl I 4 ■EXISTING B m - 0 -X— 1 I o EXISTING BUILDING f UILDING o PROVIDE SMOOTH TRANSITION p x TO EXISTING ASPHALT 3 m o --SS---SS — — s - -_-$5 -SS --SS O - -SS-- T ¢O I 3 I __ I ° I 8 0 O I w --- -SS-----SS- I $ SS__-_LL B I 4 _ --s5-----SS----- m OHP --E�}-$s-----SB---- OHP OHP 5 I •• �0+00 -sS--- 1+o0 PROPERTY B UNDARY J 2+00 S 85°09'55"E,585.82' 3+00 4+00 GHP 5+00 5+86,D _ a i o BEGIN FL CL DRIVEWAY ¢ HATCH DENOTES APPROXIMATE 50'INGRESS STA.0+05.00(18.00'R) CENTER LINE ALIGNMENT _ HEYBURN AVE CL DRIVEWAY LIMITS OF ASPHALT REMOVAL EGRESS ESMT (D BEGIN ALIGNMENT STA.0+96.38(18.00',R) I N=328,711.74 25'PROPOSED R.O.W. II STA.3+19.41(18.00',R) E=1,507,194.85 W . a a ._.._ r--X ----X— ———X I — m v r a ........... m W I I a I II � .- \ ..Q.._.._.. o ^ ---- ---- O F- )_ _ ----- - - - III'' RETENTION POND 3 I ~p p SIGN R1 1(30 x 30') z STA.5+44,00(24 00',R) I ^�` I-,,,-///I E RETENTION POND II e — a I II EXISTING BUILDING \ i II I�L! o~o /> O O N HEYBURN AVE PLAN VIEW 20 N n/ SCALE:1"=20' 1 /r�-1 Fy W a A. I I I � 0��� I PROPOSED BUILDING s PROPOSED BUILDING =32 70.6 I I I I W o o N m 3 W O a1 _ 7,5 2 I I I AQ mao Y I I I � I ■■� mm rn m BEGIN FL O STA.0+20.00(19.50',L)° m-a= T C&G AND SW �u xx+ wx I ■■ n I o y I rn PROPERTY BOUNDARY 9 8 9 ° . e END FL 3 STA.3+23.53(17.62',L) I I NAL EN CL DRIVEWAY EXISTING EDGE OF ASHPALT 9yxGENSEQQ7'LF� 18'PROPOSED s STA.0+98.23(19.50',L) ROAD WIDENING 0+00 1+00 2+00 S 84"1 T04"E,293.56' V 7A'l BEGINNA3128NMENT 8029 APPROXIMATE SAWCUF LINE CLOUCHEK AVE E=1,507,296.78 I s $-----$$-----$$—_---5$-----$$--- PI STA.2+93.56 \S6.g4, ----$$--- —$$-----$$-----$$-----s$-----s$----- L_�4L] — I �w w w �.1(� � w w so w w w w w w w w w 3 3 �+ OHE OHE 1?IE OHE OHE OHE OHE OHE I1 N °HE I p _OHE � oHE r l I = � EXISTING BUILDING oHE oHE I I 3 I CLOUCHECK AVE PLAN VIEW 2 r�l SCALE:V—20 W rTl O I—I F�1 x 33 LIP TO LIP 7'C&G,SW n FUTURE BUILD-OUT 7.5' CL 16.5'TO LIP a EXISTING GROUND PROFILE GRADE(PG) SEE TFSD 801 a /1 2%SLOPE h"y 2%SLOPE 2%SLOPE H� HEYBURN AVE TYPICAL SECTION-STA 0+05 TO 4+30 SCALE:NTS O 33'LIP TO UP 7'C&G,SW 7'C&G,SW 33'LIP TO LIP EXISTING C&G,SW FUTURE BUILD-OUT 7.5' CL 16.5'TO LIP PROPOSED PAVEMENT LENGTH VARIES EXISTING PAVEMENT LENGTH VARIES 2'OVER— PROFILE GRADE(PG) SEE TFSD 801 SEE TFSD 801 �2 OVER- 2% _ SLOPE 2%SLOPE 2%SLOPE 2%SLOPE 2%SLOPE 1�I I - - _ _ __- -t'SAWCUT -1 I-1 I I-1 -1 I 1'SAWCUT EXISTING PAVEMENT EXISTING ASPHALT PAVEMENT(WIDTH VARIES) EXISTING GROUND EXISTING PAVEMENT SHEET: HEYBURN AVE TYPICAL SECTION-STA 4+30 TO END CLOUCHEK AVE TYPICAL SECTION CITY APPROVED PLANS — 1 SCALE:NTS SCALE,NTS PLANS MUST BE ON 108 SITE ROAD IMPROVEMENTS R DOBALLINSPECTIONS B I C D E I F G A B C D E F G H ' O 5 0.5OX TO 2005 12- W�t STREET TPE TWICAL STREET WIDTH 9 1 9 9 ' 9 9 1 9 g m Y1 AR 3.j COLLECTORS b' 4 3 SAWCUT 6 (2 Q AV RESIDENTIAL 33 PER SEC.30O v/ VARIES } O D o 2 F 4-THICK CONCRETE STREET WDM(UP OF GUTTER TO UP OF GUTTER) 2'-0• Y OF 3/4-MINUS CRUSHED BASE A 6 > Z MATERIAL AS PER SECTION-0DO. w 6-STANDARD CURB CENTER CROWN BETWEEN CURBS a re f AND GUTTER 2 2x USING - f ASPHALT USINGO 7 10 w m 1Y N61' 8 10 PAVEMENT CRAWL y LL R=1/2- 6- 1-6- R=1/2' Q501L TO 2Wi y,A W t EKISTBNE. 10 F SIT { 5 6 PANT *, , L WeA 3 TYPE"B" TYPE"P" TYPE"C" TYPICAL CURB & GUTTER SECTION CONCRETE ASPHALT GRAVEL :^s_. 5"M CK CONCRETE 1© R-3 1/2- - N.T.S. *1/Y �` 1.OF 3/4-MINUS CRUSHED BASE O4 8 2 VARI6 1 11 8 9 3-ROLIID CLMB MATERIAL AS PER SECTION-800. STREET TYPE RESIDENTIAL/PRIVATE MINOR COLLECTOR MAJOR COLLECTOR 5 AND GUTTER. VARIES C EXISTING •• MINIMUM LAYER MIQINESS(IN OWRLAr 4'-10' 'D lY 0.50R TO ROOT }1 W O PLANT MIX PAWAIENT 2.5 25 ZED 0 A 1 USING PAWMENT FABRIC BASE 2.0 5.0 6.0 p A. D D O (DO NOT DAMAGE) 4REq SUBBASE 6.0 [7.0] 15.5 [18.5] 17.0 [20.0] 9 EMSTNG {-TIIIX CONCRETE TOTAL 1Q5 2S. 26. LEGEND PAVEMENT O D -'+■� 'y SURFACE REPAIR 2.OF 3/4-MINUS CRUSHED BASE PO2ILAND CEMENT CONCRETE- 5.0 7.0 7.0 Oj MATCH EXISTING BASE THICKNESS BUT NOT LESS THAN 6- '1■ MATERIAL AS PER SECTION-800. • OF 3/4-MINUS CRUSHED AGGREGATE BASE(MIN.)UNI ,p W 1+■.y IF USED,ELIMINATE PLANT YI%PAWNENT&BASE. A GREATER DEPTH IS OMERWSE SPECIFIED. TYPE"P" W fi-STANDARD CURB .%] ALTERHATIW THICKNESS SHOWN IN SQUARE BRACKETS IF 3-MINUS UNCRUSHED IS USED. rH AA/ D AND GUTTER ASPHALT W/PAVEMENT FABRIC FT-I o0 O2 PAVEMENT DEPTH T. BE 2-MORE THANGEED6ADJACENT _ AGGREGATE BASE VARIES 6 El9STNC PAVEMENT,BUT IT NEED NOT EXCEED fi-UNLESS g• A GREATER DEPTH IS O SPECIFIED.USE NO LASS MAN 4'-10' 12- BL OJS M_ LEGEND N A z 1/z'(MIND MAT MAT ON W RE9DENTAL STREETS AND o E"1 ] 31 MA%. IY 0.501L 10 2WF 3�1 3-(MIN.)MAT ON COLLECTORS. CU M O CRUSHED AGGREGATE BASE COURSE UNDER CURB AND SOEWALK.ROPER TO TFSD-709. 3'r AP O3 POR STRENGTH, CEMENT CONCRETE SHALL SE CLASS 4000 PSI NOTES: 6-WRTCA CURB AND GUTTER, REFER TO 1FSD-701 EARLN LY STRENCM,AND COMPLY WITH SECTION-706. O REFER TO SECTION-307 FOR MATERIALS AND • T S�T S WORKMANSHIP REQUIREMENTS. V N 5-TICK CONCRETE O HMA PLANT MIX PAVEMENT SURFACE COURSE O SIRENGT UNI OTHERWISE KEEP AFFIC OFF ROADWAY NAPPROWD BTIL IT YY MEWS�CIFlm O ALL STREET CUTS WILL REQUIRE RESURFACING BY A (� { 3/4-TYPE I CRUSHED AGGREGATE BASE. ENGINEER. PAMNG MACHINE OR SPREADER BOX PATCH WIDTHS ME SURFACE REPAIR C 11 O 4-ON 3/4-MINUS CRUSHED BASE 5 SUBBASE CM BE 2-TYPE II ON 3/4-TYPE I CRUSHED AGGREGATE BASE.SUBBASE CAN ALSO BE 3-MINUS UNCRUSHED WM 5 T S. LAP APPLIES WHERE FABRIC NEVER TO BE L£55 THAN 4'IN WOAD.LOCATE THE YARN O C N MATERIAL AS PER SECTION-800. O O OF THE NEW TO TASTING PAVEMENT OUT OF ME VEHICLE NOTES: }•ROLLID WRB INCRLASED THICKNESS AS SIOTM IN TABLE 1S6BETWEEN ASPHALT LAYERS. WHEEL PATH OF THE STREET. it �� 2 AND GUTTER' ©SIBGRADE. ©CUT ASPHALT IN NEAT STRAIGHT UNE. © WHERE ME STREET SURFACE INCLUDES M OWRLAY WITH 2 O I`rT_4�0 OA GRADE OF CURB AND GUTTER MINIMUM 0.4M UNLESS MPROWD BY CITY ENGINEER. NOTES: FABRIC,TAKE TIE FOLLOWING ADDITONA.STEPS I�1 OT 3/4-MINUS AGGREGATE SURFACE COURSE(8-)ON A.OW LAY MOW FABRIC AN ADDITIONAL 4- OB BASE:ARTERIALS AND COLLECTORS 6-INCH,OTHERWISE:4-INCH COMPACTED DFPM OF J/4-INCH MINUS OA LOCATION.CR'10E•AND WIDTH TO BE ESTMUSHED OR APPROVED By THE OWNER. NOTES: MICKNE55 OF EXISTING CRAWL.WHICHEVER IS GREATER. ON EACH SIDE TO EXPOSE EXISTING FABRIC. O N CRUSHED AGGREGATE BASE MATERIAL.PLACE AS SPECIFIED AND PAID UNDER MCTON-602 I—; B.INSTALL NEW ASPHALT TO GRADE FABRIC. OB BASE TO SE COMPACTED TO EXCEED 95i OF STANDARD DENSITY 0 THICKNESS EQUALS EXISTING PAVEMENT DEPTH PLUS 2-ON COMPACTED TO EXCEED 95X OF STANDARD PROCTOR. O AL CONSTRUCTION SHALL BE PER ISPNC SPECIFlCATONS O INSTAL NEW FABRIC FULL WIDTH'S WT,IN C SLOPE SIDEWALK TOWARD THE STREET NO LESS THAN 0.57% AND NOT TO EKMW 2.001L CONCRETE PAVEMEIIT. ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS © 1/2-INCH PREFORMED EXPANSION JCNT MATERIAL(AASHTO M 21 J)AT TERMINAL POINTS OF RADII. O 0 STREET PROFILL GRATES O.4W MINIMUM UNLESS OTHERWISE ARPROVFD BY TIE OYMFA. O CUT BACK,12-MINIMUM.NOT LASS .1'TO EDGE OF D.OVERLAY FABRIC WITH ASPHALT TO FINISH O CONTNUOUS PLACEMENT PREFERRED,SOME LOCATIONS TO MATCH ADJACENT SIDEWALK WTH 10-FEET Q SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 5 FEET SPACING. O MADE OF STREET. I C SEE TABLE FOR TYPICAL STREET WIDTHS TYPICAL STREET WIDTHS DO NOT APPLY TO INTERSEC CONCRETE PANEL TIONS. V MAXIMUM SPACING. SCORES TO BE PER CITY OF TWIN FALLS REWSIONS-SECTON 708. O TACK ALL COLD KXNT SURFACES WITH EMULSION WHICH A. O SIDE TRANSVERSE PREFORMED TWOBITUMINOUSDERMA JOINTS AT THE TERMINUS POINTS FOR CURW AND WHERE Op MINIMUM SECTION THICKNESS SET BY LOCAL POLICY AND TYPE OF USE ACNE.THICKNESS SHALL SE OESIONED BY ENGINEER BASED 10 CONTACTED TRENCH SEBACKFU_SPED C PER TFID-301 MO HAS BEEN-BROKEN-PRICK TO PATCHING. o A. O MAIENIAS AND CONSTRUCTION IN COLHPLIANCE WITH ISPNC SPECIFlCATONS. SIDEWALK IS PLACED BETWEEN iWtl PERMANENT FOUNDATIONS,PUCE 1/Y EXPANSION JOINT ON TRATC INDEX AND'R-VALVE OF THICKNESS. SOILS AND APPROVED BY LOCAL AGENCY. ARTERIALS BY DESIGN ONLY BUT IN NO SECTION-306 OF THESE SPEdFlCAT-M O OJ MATERIA ALONG THE BACK OF WALK TIE NLL IANGM.(TRANSVERSE EXPANSION JCIN15 SHALL BE CASE LEA MAN MAJOR COLLECTOR TIICglE55. OF BAQ(FlLL AS PER SECTION-706. PlA®AT NO MORE MAN 20'X 11 ASPHALT TO EXISTING SHELF(MIN 2-THICK). T O CM GUBSTMIE 3/4-TYPE I CRUSHED AGGREGATE BASE FOR ENTIRE BASE/SUBBASE SECTION. V © SEVERE RIONT-OF-WAY PERMIT BEFORE BEGINNING CONSTRUCTION IN PUBLIC RICNT-O-WAY. O MINUS CRUSHED BASEAPPROACH OF PLANTER STRIP TO BE 5-MINIMUM CONCRETE OVER 1-ON 3/4- (DSTANDARD CURB AND GUTTER REWIRED,EXCEPT ON RESDENTAL STREET WHERE CURB CALCULATONS ALLOW ROLLED CURB USE PATH NEW PAVEMENT FABRIC FULL WIDTH OF ASPHALT W(n O O OH STM1.OMD CURB TO BE USED 014:CTOR AND ARTERIAL STREETS.UNLESS OTHERWISE INDICATED. ©SIDEWALK WIDTH TO BE 5'MINIMUM UNLESS APPROVED BY TIE CITY ENGINEER. BASED ON LOCAL POLICY,SEE SECTION)00. GO 6'MINIMUM WIDTH FOR SURFACE RESTORATON.FULL G, AL 2. L RADII PLUS 5-FEET EACH END WTH 5-NET TRANSITION TO ROE CURB. © CONCRETE SIDEWALK REQUIRE) -700.IRED PER TFSD-709.SEE SECTON PANEL TO BE REPLACED WHEN IN CONCRETE SECTON. W O O J( 3.TO MATCH EXISTING CURBS. ON SIDEWALKS IN COMMERCIAL AREAS WHERE TIE WALK EXTENDS FROM TIE BUILDING TO Wl C U w0 4.SEE SD-709 FOR CURB CONSTRUCTON WHEN SIDEWALK IS INCLUDED. O CURBING,OR EXCEEDS ME STANDARD FIW(5)FEET WIDTH.THE WALK SHALL BE LAID MR 0 STREET CORNER RAM SZFS SET BY LOCAL POKY,20'RESIDENTIAL 30'COLLECTOR/ARTERIAL UNLESS APPROVED BY CITY ENGINEER. ©SAWWT M M AS FM AS POSSIBLE FROM VFNIWlA� A j BLOCKS NOT To EXCEED TEN(ID)FEET BY TEN(10)FEET SQUARES. WAFFLE PATK CRACK DO OI NO SECTION OF CURB SHALL.BE LE55 MM 5 FEET IN LENGTH. Oi SUPER ELEVATION.WRTCAL CURW AND HORIZONTAL CURW REQUIREMENTS BASED ON SIGHT DISTANCE.VEHICLE DESIGN SPEEDS.SET WHEN M STONING NEW SIDEWALK TO USING SIDEWALK A 5 FOOT TRANSITION PANEL BY LOCAL POLICY AND TYPE OF USE. MINIMUM 1DO'TANGENT LENGTH BETWEEN A.HORIZONTA CURWS UNLESS OTHERWISE OJ WRB CUT AT DRIVEWAY APPROACHES CONSTRUCTED AND SHALL BE SEPARATED AND ISOLATED WITH EXPANSION MATERIAL APPROVED BY ME CITY ENGINEER. ^ m O ■ N 2018 C 2O8 2O8 6 CITY " VERTICAL STANDARD DRAWNG CITY CONCRETE STANDARD DRAWNG CITY TYPICAL STREET STANDARD DRAWING CITY STREET CUTS AND STANDARD DRAWNG ■■ TWIN°FALLS N0 ° N0. OF N0. OF N0. LSD-709 THAN FALLS SECTION LSD-801 TWIN FALLS SURFACE REPAIR DETAILS WS CURB AND GUTTER TFSD-701 THAN FALLS SIDEWALK D-303 ApNAL EAQA 4�ev00NSEp'LoF jell d �L ll1 3 3 V Pp33YA'l a'�+PEoeA�,t•Oe2 •1(EA'E l GPJ 1-1/2-HIGH CURB 7•-0• AT APPROACHES AT &REPLACE EXISTING EXISTING C&G,SW LANDSCAPE CURB&BEDDING SLOPE MAX d 3 r^ ---SS-----88-----SS--- -SS-----SS I� --- ss- PROVIDE TRANSITION TO EXISTING END FL CURVE SEE NOTE C ASPHALT(1:12 MAX SLOPE) I STA.5+60.89(39.37',L) SECTION A-A � FUTURE R.O,W I O N.T.S. ED w a 4 I 3 EL CURVE RG �. Q' STA.58+40194EG N F(18 00'L AD'¢ 3 c/) 0 y HEYBURN AVE I z 3 W q Of H 4 -OHP RRI�wAy OHP-OHP 3 m (D fT� Fy APPR A - i - s as 0 W PAY C CENTER LINE ALIGNMENT °' O NOTES: EXISTING UTILITIES(RELOCATED BY OTHERS) O NOT USED CURS O BASE TO BE A 4'THICKNESS OFFOR CO CO MINUS CRUSHED AGGREGATE PER ON-602. D SECTI BASE TO SE 8" Y�A MD TRUCK APPROACHES. N� `I © ALL CONCRETE TO BE 6-TRICK. .STP APPROXIMATE Op AL CONCRETE SHALE BE CLASS 4000 PER SECTON-703. d 4 d I SAWCUi LINE _ O NOT USED d FO ME SHADED AREAS ARE PAY LIMITS FOR CONCRETE DRIVEWAY APPROACH. y -Row. d d s w © DRIVEWAY APPROACHES BETWEEN 20'AND 30'WIDE SHALL HAW 1 CONTRACTION"NT CENTERED. - v1 DRIVEWAY APPROACHES OWR 30'WIDE SHALL HAW CONTRACTON JONTS EVENLY SPACED(MAXIMUM SPACING 16). --X- - �•X BEGIN FL CURVE _ O - - �' STA.5+44.02(18.00',R) F. ryJ, END FL CURVE F"-1 a STA.5+63.97(36.61',R) EXISTING WV&TELE(RAISE/ 3 RELOCATE PER PROVIDER DIRECTIONS) APPROACH WIDTH TABLE ReeiBen6al 12-36 feet Jant u« 20-a T«H 3 c"Tmardal 30-4o H«L EXISTING C&G,SW Trvck 40-65 feet 2016 HEYBURN/MARTIN ST INTERSECTION SHEET: CST CONCRETE DRIVEWAY APPROACH STANDARD DRAWING PLANS MG RD-2 SCALE:1'=10' EITYAPPROVEDPLANS - TWIN FALLS WITHOUT SIDEWALK ■SD-710 �USTT, , TI BE ON JOB SITE FOR ALL INSPECTIONSRD A B C D I E I F 1 6 GENERAL STRUCTURAL NOTES o�4S5()NAL NGiy� (APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS) O� A GENERAL REQUIREMENTS: FOUNDATION NOTES: CONCRETE: WOOD: DEFERRED SUBMITTAL ITEMS: 1 " O TF 0 F\OPT 7(Q- 1. THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN 1. FOUNDATIONS DESIGNED IN CONFORMANCE WITH RECOMMENDATIONS BY: 1.MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS: 1. GENERAL:DO NOT NOTCH OR DRILL JOISTS,BEAMS,OR LOAD BEARING STUDS PREFABRICATED WOOD ROOF TRUSSES `YO PO DESIGNED PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND ATLAS REPORT NO.T2201179 DATED FEBRUARY 9,2022. WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE B. LOSS OF LIFE,NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION(IBC SECTION 101.3). ARCHITECT.DOUBLE UP JOISTS AND BLOCKING UNDER PARTITIONS.PROVIDE 2' CONCRETE MAX WIC AIR 9/13/2024 2. SITE PREPARATION AND GRADING REQUIREMENTS OF THE SOIL REPORT AND USE: STRENGTH: RATIO ENTRAINMENT (NOMINAL)SOLID BLOCKING AT SUPPORTS OF SOLID JOISTS.UNLESS NOTED PREFABRICATED WOOD FLOOR TRUSSES 2. THESE DRAWINGS,AND THEIR ASSOCIATED PROFESSIONAL CALCULATIONS,HAVE ANY ADDENDUM'S SHALL BE COMPLETED PRIOR UI CONSTRUCTION R OTHERWISE ON PLANS/DETAILS PROVIDE O SOLID BLOCKING AT DING O IBC OF BEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE AND FOUNDATIONS.ANY ORMTESTS OR INSPECTIONS REQUIRED A THE SOIL REPORT BEARING STUD WALLS.ALL NAILING NOT NOTED SHALL MI ACCORDING TO IBC COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY SHALL BE PERFORMED PRIOR TO PLACEMENT OF FOUNDATION REINFORCING FOOTINGS 3500 PSI 0.50 5.5%3 1% TABLE 2304.10.1.JOIST HANGERS AND OTHER MISC.FRAMING ANCHORS SHALL BE REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES.THEY STEEL OR CONCRETE.ALTERATIONS TO SITE PREPARATION OR GRADING SHALL SIMPSON STRONG-TIE COMPANY,INC.OR OTHER MANUFACTURER WITH CURRENT NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN BE REPORTED TO THE GEOTECHNICAL ENGINEER PRIOR TO FOUNDATION FOUNDATION WALLS 4500 PSI 0.45 5.5%3 1% ICC-ES APPROVAL. EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING CONSTRUCTION. KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING INTERIOR CONCRETE THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE: 2. SAWN LUMBER:FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF 3500 PSI 0.45 N/A REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE.AS NOT SLABS ON GRADE THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION(W WPA)OR EVERY CONDITION OR FRAMING ELEMENT IS(OR CAN BE)EXPLICITLY SHOWN ON THE WEST COAST LUMBER INSPECTION BUREAU(WCLIB).ALL SAWN LUMBER SHALL THESE DRAWINGS,IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY BEAMS,COLUMNS, g500 PSI 0.45 5.5%t 1% BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY. ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT ALLOWABLE BEARING PRESSURE 2.00 PSF ELEVATED SLABS,WALLS SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADE UNLESS NOTED EXPLICITLY SHOWN. OTHERWISE IN SCHEDULES: 2. ALL NORMAL WEIGHT CONCRETE SHALL BE REGULAR WEIGHT OF 150 POUNDS PER 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE.THEY DO NOT INDICATE ALLOWABLE LATERAL BEARING PRESSURE SOL PSF/FT CUBIC FOOT USING HARD ROCKAGGREGATES.AGGREGATE USED IN CONCRETE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL BE SOLELY SHALL CONFORM TO ASTM C33, USE: MATERIAL: RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES ALLOWABLE LATERAL SLIDING COEFFICIENT 0,35 AND PROCEDURES.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED 3. LAP SPLICES FOR BEAMS AND FLOOR SLABS SLABS SHALL BE ACCORDING TO 2x4 STUDS DOUGLAS-FIR NO.2,MINIMUM(U.N.O.) ON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS 3. A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC OR CHAPTER 12 OF ACI 318 OR LAP SCHEDULE ON THESE DRAWINGS. STATED HEREIN IS NOT EXCEEDED.OPTIONS ARE FOR CONTRACTOR'S WIND LOAD COMBINATIONS.LATERAL BEARING AND LATERAL SLIDING RESISTANCE 2.6 STUDS DOUGLAS-FIR NO.2,MINIMUM(U.N.O.) CONVENIENCE.IF AN OPTION IS USED,THE CONTRACTOR SHALL BE RESPONSIBLE MAY BE COMBINED. STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH.NO TACK WELDING OF FOR ALL NECESSARY CHANGES,AND SHALL COORDINATE ALL DETAILS. REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE JOISTS,TOP PLATES AND ALL OTHER FOUNDATION BEARING DEPTH STRUCTURAL ENGINEER.LATEST ACI CODE AND DETAILING MANUAL APPLY. SAWN LUMBER DOUGLAS-FIR NO.2,MINIMUM(U.N.O.) 4. WHERE DISCREPANCIES OCCUR BETWEEN PLANS,DETAILS,GENERAL STRUCTURAL PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL NOTES AND SPECIFICATIONS,THE GREATER REQUIREMENTS SHALL GOVERN. CORNERS AND INTERSECTIONS PER TYPICAL DETAILS.VERTICAL WALL BARS SHALL TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, 24"BELOW FINISHED GRADE BE SPLICED AT OR NEAR FLOOR LINES. BEAMS AND POSTS DOUGLAS-FIR NO.2,MINIMUM(U.N.O.) BUT SHALL APPLY NONE-THE-LESS.WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.DETAILS 4. ALL FOUNDATIONS SHALL BEAR ON COMPETENT,UNDISTURBED,NATIVE LEAN CLAY 4. ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS 3. PLYWOOD:ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING CONFORMING TO MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR WITH SAND SOILS,SANDY SILT SOILS,SILTY SAND SEDIMENT,S OR COMPACTED 'CLEAR"OR'CLR"ARE TO CENTER OF STEEL.MINIMUM COVER FOR STANDARD PS 1-95.LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TO CLARITY. ENGINEERED FILL COMPACTED TO 95%DRY DENSITY(STANDARD PROCTOR). NON-PRESTRESSED CONCRETE REINFORCING SHALL BE AS FOLLOWS: SUPPORTS(ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL EXISTING ORGANIC SOILS MUST BE COMPLETELY REMOVED FROM BELOW TO SUPPORTS,USE A MINIMUM OF 5-PLY PLYWOOD,STAGGER JOINTS).ALL NAILING, o S. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, FOUNDATION ELEMENTS.EXCAVATION DEPTHS OF ROUGHLY 1 FOOT BGS SHOULD MINIMUM COMMON NAILS.BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS.ALL MECHANICAL,PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES,DRAWINGS BE ANTICIPATED TO EXPOSE PROPER BEARING SOILS.GRADE IS DEFINED AS LOCATION: COVER TOLERANCE PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS,SPAN/INDEX RATING AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.CONTRACTOR SHALL BE LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDING FOR PERIMETER AND SHALL BE NAILED AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS: RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL FOOTINGS.WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLY ADJACENT TO SYMBOLSLEGEND DRAWINGS PRIOR TO START OF CONSTRUCTION.RESOLVE ANY DISCREPANCY WITH BUILDING,GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST 5 FEET FROM CAST AGAINST EARTH(FOOTINGS) 3" f 318" SPAN THE ARCHITECT AND STRUCTURAL ENGINEER. BUILDING.CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE OF NOMINAL EDGE FIELD (NOT ALL SYMBOLS NECESSARILY APPLY TO THIS PROJECT) LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETE PLACEMENT. SLABS ON GRADE 1 1/2" f 1/4" LOCATION: THICKNESS: INDEX ATTACHMENT: ATTACHMENT: RATING: 0 WALLS WITH SOLID LINES DESIGNATE STRUCTURAL(BEARING)WALLS. 6. ANY INSPECTIONS,SPECIAL(IBC CHAPTER 17)OR OTHERWISE THAT ARE REQUIRED BY THE BUILDING CODES,LOCAL BUILDING DEPARTMENTS,OR BY THESE PLANS 5. CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4INCH(MIN)LAVER OF EXPOSED TO EARTH OR WEATHER-#5 AND SMALLER 1 1/2" f 3/8" WALL 7/16'OR 1/2" 24/16 8d AT 6"O.C. 8tl AT 12"O.C. C___ WALLS WITH DASHED LINES DESIGNATE NONSTRUCTURAL(NON-BEARING) SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING FREE-DRAINING GRANULAR MAT(DRAINAGE FILL COURSE).THE MAT SHOULD WALLS. DEPARTMENT,SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN CONSIST OF A WELL GRADED SAND AND GRAVEL MIXTURE WITH MAXIMUM 314-INCH EXPOSED TO EARTH OR WEATHER-#6 AND LARGER 2" t 3/8" OFFICIAL INSPECTION,UNLESS SPECIFICALLY CONTRACTED FOR. CRUSHED AGGREGATE.THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESS ROOF 7116'OR 112" 24/16 8d AT 6"O.C. 8tl AT 12"O.C. ® WALLS WITH HATCH DESIGNATE MASONRY WALLS. THAN 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND ROOF SLAB 1 1/8 ROOF 15/32"OR 1/2" 32/16 8d AT 6"O.C. 8tl AT 14"O.C. Q$ ©,Q -AS SHOWN ON PLAN INDICATES A SHEARWALL;HATCHING IN WALL BASIS FOR DESIGN: 6. BACKFILLAGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THE DESIGNATES SHEARWALL LENGTH. WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS AND STRUCTURAL SLABS AND WALLS 3W 1/8" ROOF 19/32"OR 518" 40/20 10d AT 6"O.C. 10d AT 12"O.C. CONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTED O,O -AS SHOWN ON PLAN INDICATES A SHEARWALL HOLDOWN.SEE HOLDOWN 1. BUILDING CODE:2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS. BELOW. BEAMS AND COLUMNS(PRIMARY)REINFORCEMENT, 1 1/2" 3/8" ROOF 23/32'OR 3/4" 48/24 10d AT 6"O.C. 10d AT 12"O.C. SCHEDULES AND DETAILS FOR ADDITIONAL INFORMATION. W TIES,STIRRUPS AND SPIRALS L RISK CATEGORY=II 5. MAXIMUM SLUMP FOR ALL CONCRETE SHALL BE 6".PORTLAND CEMENT SHALL ROOF 7/8" 60/32 10d AT 6"O.C. 10d AT 12"O.C. r RME INDICATES FIVAC EQUIPMENT ON ROOF OR IN ATTIC SPACE.SEE TYPICAL REINFORCING STEEL: CONFORMTO ASTM C150.TYPE V CEMENT SHALL BE USED FOR CONCRETE IN LXXX#_1 DETAILS FOR FRAMING INFORMATION. W O 2. VERTICAL LOADS: CONTACT WITH ALKALINE SOIL,AND TYPE II ELSEWHERE. FLOOR 3/4"T&G 48/24 1Od AT 6"O.C.OR IOd AT 6"O.C.OR z #B SCREWS AT 6"O.C.#B SCREWSC I2"O.C. -AS SHOWN ON PLAN INDICATES A HELICAL PIER. V 1. ASTM A615 GRADE 60(FV=60 KSI)DEFORMED BARS FOR ALL BARS#4 AND LARGER. 6. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND LOCATION LIVE/SNOW DEAD LOAD ASTM A615 GRADE 40(FV=40 KSI)DEFORMED BARS FOR ALL BARS#3 AND CONCRETE PLACEMENT UNLESS APPROVED BY THE TESTING AGENCY. FLOOR 7/8"T&G 60/32 10d AT 6"O.C.OR 10d AT 6"O.C.OR LOAD SMALLER.GRADE 60 DEFORMED BARS SHALL BE USED FOR CONCRETE WALLS, #8 SCREWS AT 6"O.C.#B SCREWS AT 12"O.C. XXXX C516,CMSTC16,ECT.-AS SHOWN AT WALL OPENINGS INDICATE STRAPPING, BEAMS,AND ELEVATED SLAB REINFORCING. 7. CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN ACI 10d AT 6"O.C.OR 10d AT 6"O.C.OR PROVIDE STRAPPING PER"TYPICAL STRAP AT OPENING"DETAIL. I]] ROOF 25 PSF i6 PSF FLOOR 1 1/8"T&G 60/48 #g SCREWS AT 6"O.C.#8 SCREWS AT 12"O.C. 614,ACI 301 AND ACI 318.MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, D=xxx# INDICATES DRAG LOAD(ASD)THAT TRUSS MANUFACTURER IS TO DESIGN U) 2. WELDING OF REINFORCING BARS SHALL BE MADE ONLY TO ASTM A706 GRADE 60 EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND AND UNDER TRUSS FOR IN BOTH TENSION AND COMPRESSION. FLOOR 40 PSF 20 PSF BARS AND ONLY USING E90 SERIES RODS.WELDING OF REINFORCING BARS SHALL FLOOR DUCTS,ETC.CAST CLOSURE POUR,WHERE SHOWN ON PLANS AROUND SCREWS AT FLOOR SHEATHING SHALL BE#8 SCREWS AND SHALL PENETRATE AT BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS. COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED.REMOVE ALL DEBRIS FROM LEAST 1 1/2"INTO THE SUPPORTING MEMBER.ALL FLOOR SHEATHING SHALL BE STEP INDICATES STEPPED OR DEPRESSED SLAB. Ly U FORMS BEFORE PLACING CONCRETE. GLUED TO SUPPORTING MEMBERS WITH AN APA AFG-01 QUALIFIED ADHESIVE. Q STAIRS 100 PSF 20 PSF C=X' INDICATES CAMBER IN BEAM. O 3 SPECIREINFFICATIONS AND HANDBOOK.DOWEL ALRCING BAR SPACING GIVEN AREILIVERTICAL REINFORCING TOUM ON CENTERS.ALL BARSPER CRSI ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING,DOWELS,BOLTS, PLYWOOD MAY BE USED E ICANAN PLYWOOD TO PLYWOOD PERFITH PR OR APPROVAL ►� INDICATES RIDGID CONNECTION. OF OWNER,AR HITECT AND ROOFER.IT MAY NOT BEUSED ON ROOFS WHERE BUILT X LL U) of 3. DEFLECTION LIMITS: ANCHORS,PIPES,SLEEVES,ETC.,SHALL BE SECURELY POSITIONED IN THE FORMS C Q FOUNDATION.SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. BEFORE PLACING THE CONCRETE. PX UP ROOF SYSTEM IS TO BE GUARANTEED BY ROOFER.RATED SHEATHING SHALL P1,P2,ETC.AS SHOWN ON PLAN INDICATES A WOOD POST.SEE POST w U) ELEMENTS LIVE LOAD TOTAL LOAD SCHEDULE FOR MORE INFORMATION. J J 6. ALL CONCRETE SLABS ON GRADE SHALL O DIVIDED INTO AREAS BY CONTROL COMPLY WITH CURRENT ER THAN REPORTS AND SHALL HAVE A SPAN RATING STEEL: EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES.ATTACHMENT AND SCE,LC2,ETC.-AS SHOWN ON PLAN INDICATES A STEEL COLUMN.SEE JOINTS(KEYED OR SAW CUT)SUCH THAT ONE SLAB AREA DOES NOT EXCEED A J SC% � Q ROOF TRUSSES/JOISTS U360 U240 THICKNESS(WITHIN 1/32")SHALL BE THE SAME AS THE PLYWOOD IT REPLACES. LJ STEEL COLUMN SCHEDULE FOR ADDITIONAL INFORMATION.COLUMNS START I ��S// MAXIMUM LENGTH OF 24 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS INSTALL PER MANUFACTURER'S RECOMMENDATIONS. AT THE LEVEL THEY ARE CALLED OUT ON. p LL- (EXAMPLE:4"SLAB=8'-0"LENGTH).SQUARE LAYOUTS ARE PREFERRED,BUT THE FLOOR TRUSSES/JOISTS U720 L/240 1. MATERIALS:ROLLED W SHAPES,SHALL CONFORM TO ASTM A992(FV=50 KSI).ALL SLAB GEOMETRY MAY DICTATE OTHERWISE.THE RATIO OF THE LONG TO SHORT ` Z OTHER STRUCTURAL STEEL SHAPES,ROLLED SECTIONS,BARS AND PLATES SHALL DISTANCE SHALL NOT EXCEED 1.3.IT IS RECOMMENDED THAT SAW CUTS BE MADE 4. NOMINAL 2x AND 3x DECKING.TONGUE AND GROOVE TYPE.MINIMUM Fb=1,600 PSI, 5 BEAMS U360 U240 CONFORM U ASTM A36 STEEL 36 KSI).ALL PIPE STEEL SHALL S ASTM ATE FY=36 WITHIN 16 HOURS OF CONCRETE BATCHING. MINIMUM E=1,300,000 PSI.INSTALL WITH TONGUES UP SLOPE ON PITCHED ROOFS, ( ) ( AND OUTWARD IN THE DIRECTION OF LAVING ON FLAT ROOFS.NAIL EACH PLANK ABBREVIATIONS LLI Q c LLI KSI)OR ASTM A53,TYPE E OR S,GRADE B(FV=35 KSI).ALL TUBULAR STEEL SHALL KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING WITH 16d TOENAIL(THRU THE TONGUE)AND 16d FACE NAIL AT EACH SUPPORT. Z �/ 3 UI 4, SEISMIC DESIGN PARAMETERS: BE ASTM A500(FV=46 KSI). POURING,ALL OTHER JOINTS MAY BE SAW CUT. DECK SHALL BE INSTALLED AS SIMPLE SPAN WITH ALL PLANKS BEARING ON TWO A.B.C. AGGREGATE BASE COURSE GUS(GLULAM�GLUED-LAMINATED BEAM ~ SUPPORTS.FOR REFERENCE AND/OR ADDITIONAL INFORMATION SEE AITC 117-2010. A/C AIR CONDITIONER I.F.W. INSIDE FACE OF WALL 2. ALL BOLTS AND STUDS SHALL BE ASTM A307,UNLESS NOTED OTHERWISE.ALL A.F.F. ABOVE FINISHED FLOOR HORIZ. HORIZONTAL Fj ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE EXPANSION BOLTS TO HAVE CURRENT ICC REPORT RATING FOR MATERIAL INTO 9. HORIZONTAL PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN ALT. ALTERNATE K(KIP) 1000 POUNDS PROCEDURE STRUCTURAL CONCRETE AND SLABS ON GRADE EXCEPT WHERE SPECIFICALLY 5. GLUED-LAMINATED BEAMS(GLB):GLUED-LAMINATED BEAMS SHALL BE DOUGLAS FIR q,g, ANCHOR BOLT L.LL. LIVE LOAD WHICH INSTALLATION TAKES PLACE.HEADED STUDS SHALL CONFORM TO ALL COMBINATION AT 24F-V4 AT SIMPLE SPAN BEAMS AND 24F-V8 AT MULTI-SPAN AND REQUIREMENTS OF THE LATEST EDITION OF THE"RECOMMENDED PRACTICES FOR APPROVED OR NOTED BY THE STRUCTURAL ENGINEER.PIPES AND CONDUITS BP AT(MEASUREMENT) LBS(#) POUNDS IMPORTANCE FACTOR le=1.00 SHALL NOT IMPAIR THE STRENGTH OF THE WORK. CANTILEVERED BEAMS WITH THE FOLLOWING MINIMUM PROPERTIES:FB=2,400 PSI, BM BEAM LLH LONG LEG HORIZONTAL STUD WELDING"AND THE"STRUCTURAL WELDING CODE"PUBLISHED BY AWS.ALL FV=190 PSI,FC(PERPENDICULAR)=650 PSI,E=1,800 KSI.ALL BEAMS SHALL BE B.F.F BELOW FINISHED FLOOR LLV LONG LEG VERTICAL BOLTS,ANCHOR BOLTS,EXPANSION BOLTS,ETC.SHALL BE INSTALLED WITH STEEL FABRICATED USING WATERPROOF GLUE.FABRICATION AND HANDLING PER LATEST B.O.B. BOTTOM OF BEAM MIN. MINIMUM SITE CLASS C WASHERS AT FACE OF WOOD OR AT SLOTTED HOLES IN STEEL SECTIONS. 10. FLY ASH MAYBE USED ONLY IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS AITC AND WCLA STANDARDS.BEAMS TO BEAR GRADE STAMP AND AITC STAMP AND B.O.D. BOTTOM OF DECK MAX(. MAXIMUM ( AND SHALL BE LIMITED TO 18 PERCENT OF CEMENTITIOUS MATERIALS AND SHALL CERTIFICATE.CAMBER AS SHOWN ON DRAWINGS.STANDARD CAMBER IS BASED ON gRGF BEARING FOOTING MFRM.0 SS) MASONRY CONTROL_JOINT SEISMIC DESIGN CATEGORY B 3. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED.NO FLY A RADIUS OF CURVATURE OF 2000 FEET. C.I.P. CAST IN PLACE MECH'L. MECHANICAL ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN, ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED C.L. CENTERLINE N/A NOT APPLICABLE CONCRETE. C.L.B. CENTERLINE OF BEAM N.T.S. NOT TO SCALE FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,LATEST 6. GLUED-LAMINATED COLUMNS:GLUED-LAMINATED COLUMNS SHALL BED 0 PSI,F FIR ^l MAPPED SPECTRAL RESPONSE C.L.C. CENTERLINE OF COLUMN O.C. ON CENTER \4J S�=0.082,Ss=0.192 EDITION. COMBINATION 3 WITH THE FOLLOWING MINIMUM PROPERTIES:FBY=2,100 PSI,FBX= ACCELERATIONS 11. COLD/HOT WEATHER CONCRETE CONSTRUCTION:PROTECT CONCRETE FROM 2000 PSI,FVV=230 PSI,FVX=265 PSI,FC(PERPENDICULAR)=650 PSI,E=1,900 KSI. C.L.F. CENTERLINE OF FOOTING O.F.W. OUTSIDE FACE OF WALL DAMAGE OR REDUCED STRENGTH INCOMPLIANCE WITH ACI 305 AND 306. ALL COLUMNS SHALL BE FABRICATED USING WATERPROOF GLUE.FABRICATION AND C.L.W. CENTERLINE OF WALL DPP. OPPOSITE DESIGN SPECTRAL RESPONSE 4. WELDING SHALL BE BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CLR CLEAR P.C. PRECAST CONCRETE ACCELERATIONS S.1=0.082,SDs=0.167 CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR HANDLING PER LATEST AITC AND WCLA STANDARDS.COLUMNS TO BEAR GRADE CONIC CONCRETE PILE POUNDS PER LINEAR FOOT NOTES.ALL WELDING SHALL USE E70 SERIES LOW HYDROGEN RODS UNLESS 12. CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND STAMP AND AITC STAMP AND CERTIFICATE. C.C.J. CONCRETE CONTROL JOINT PREFAB PREFABRICATED NOTED OTHERWISE.ALL WELDING PER LATEST AMERICAN WELDING SOCIETY APPROVED BY THE STRUCTURAL ENGINEER. C.S.J. CONCRETE SAWCUT JOINT PSF POUNDS PER SQUARE FOO PERCENT SNOW INCLUDED WITH STANDARDS.ALL WELDS ON DRAWINGS ARE SHOWN AS SHOP WELDS. 7. LAMINATED VENEER LUMBER LVL DESIGN,FABRICATION AND ERECTION IN C.M.U.-CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INC SEISMIC LOADS 0 ( ) CONIC-CONNECTION REINF. REINFORCING /I CONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS DISCRETION.ALL FULL 13. LIMIT ALKALI-SILICA REACTION(ASR)TO 0.1%EXPANSION AT 28 DAYS IN CONCRETE ACCORDANCE WITH THE LATEST ICC-ES REPORT.MINIMUM PROPERTIES FOR LVL. CONT. CONTINUOUS SLH SHORT LEG HORIZONTAL PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT MIX AT ALL EXTERIOR CONCRETE AND INTERIOR CONCRETE EXPOSED TO SHALL BE:FB=2,600 PSI,FV=285 PSI,E=2,000 KSI. D.L. DEAD LOAD SLV SHORT LEG VERTICAL VERTICAL SHEAR TRANSFER ELEMENTS: TESTING LABORATORY. MOISTURE. a OR DIA.-DIAMETER SIM. SIMILAR 8. PARALLEL STRAND LUMBER(PSL):DESIGN,FABRICATION AND ERECTION IN ON.-DOWN DRAWINGS) SQQD STQANDE o PLYWOOD SHEARWALL(S) R=6.5,Cs=0.067 5. STEEL TO STEEL BOLTED CONNECTIONS:HIGH STRENGTH BOLTS SHALL BE ASTM SPECIAL INSPECTION ITEMS ACCORDANCE WITH THE LATEST ICC-ES REPORT.MINIMUM PROPERTIES FOR PSL. E.O.S. EDGE OF SSLAB T.L. TOTAL LOAD : 'l A325N AND SHALL BE INSTALLED AS BEARING-TYPE CONNECTIONS WITH THREADS SHALL BE:FB=2,900 PSI,FV=290 PSI,E=2.000 KSL EQ. EQUAL T.O.B. TOP OF BEAM V 5. WIND DESIGN PARAMETERS(STRENGTH): INCLUDED IN SHEAR PLANE(TYPE"N-CONNECTION UNLESS NOTED OTHERWISE). EQUIP.-EQUIPMENT T.O.D. TOP OF DECK "p BOLTS MAY BE TIGHTENED USING ANY AISC APPROVED METHOD. 9. LAMINATED STRAND LUMBER(LSQ:DESIGN,FABRICATION AND ERECTION IN EXP.BOLE J. EXPANSION BOLT T.O.F. TOP OF FOOTING S"'I 1. THE OWNER OR THE OWNER'S AUTHORIZED AGENT,OTHER THAN THE ( }EXPANSION JOINT T.O.L. TOP OF LEDGER ACCORDANCE WITH THE LATEST ICC-ES REPORT.MINIMUM PROPERTIES FOR LSLs ((E EXISTING T.O.M. TOP OF MASONRY Cd ULTIMATE WIND SPEED 115 MPH(3 SECOND GUST) CONTRACTOR,HALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PROVIDE SHALL BE:FB=2,325 PSI,FV=310 PSI,E=1,550 KSI. E.�. EACH WAY TO TOP OF PLATE 6. DRVPACK SHALL BE 5,000 PSI FIVE STAR NON-SHRINK GROUT OR EQUIVALENT. SPECIAL INSPECTIONS AND TESTS CURING CONSTRUCTION ON THE TYPES CI F.F. FINISHED FLOOR T.O.S. TOP OF STEEL \ WIND EXPOSURE C INSTALL DR PACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS WORK SPECIFIED PER IBC DECTION 1705 AND IDETIFY THE APPROVED AGENCIES F.O.M. FACE OF MEMBER T.O.W. TOP OF WALL E M INSTALLED.AT COLUMNS,INSTALL DRVPACK UNDER BASE PLATES AFTER COLUMN 10. SILL PLATES RESTING TE CONCRETE OR MASONRY SHALL LA S TREATED FIR. C� N t` HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION. TO THE BUILDING OFFICIAL.SPECIAL INSPECTIONS ARE REQUIRED AS FOLLOWS. SHEAR WALLS AND EXTERIOR WALL SILLS AT CONCRETE SLAB SHALL HAVE A F.O.S. FACE OF STEEL TYPU.N. TYPICAL F.O.W. FACE OF WALL U.N.O. UNLESS NOTED OTHERWIS IMPORTANCE FACTOR Iw=1.00 MINIMUM OF R ANCHOR BOLTS PER PIECE.PROVIDE ANCHOR BOLT AT 9"MAXIMUM, GA. GAUGE VERT VERTICAL N 2. QUALITY ASSURANCE PROGRAM: 4"MINIMUM FROM THE END OFEACH PIECE AT SPLICE OR END WALL.MAXIMUM G GALVANIZED W.W.F. WELDED WIRE FABRIC INTERNAL PRESSURE COEFFICIENT -0.18 ANCHOR BOLT SPACING SHALL BE 72"ON CENTER UNLESS NOTED OTHERWISE ON GSNSN- GENERAL STRUCTURAL NOTES W/ WITH •"1 V (� A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE PLANS OR DETAILS.ALL ANCHOR BOLTS(OTHER THAN BOLTS FOR HOLDOWNS) W/O WITHOUT CERTAIN IT CONFORMS WITH THE APPROVED DESIGN DRAWINGS AND SHALL EMBED 7"INTO CONCRETE.ANCHOR BOLTS FOR HOLDOWNS SHALL NOT BE 11 •y--I ?O COMPONENT AND CLADDING PRESSURE 37.2 PSF SPECIFICATIONS. CONSIDERED AS PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS.ALL IIFF'""'����1111 EXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS.INTERIOR Q 0. NET UPLIFT ON ROOF 21 PSF B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE WALLS MAY BE SECURED TO CONCRETE WITH EITHER ANCHOR BOLTS OR POWER BUILDING OFFICIAL,AND TO THE STRUCTURAL ENGINEER OF RECORD. DRIVEN SHOT PINS UNLESS NOTED OTHERWISE ON PLANS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION,THEN,IF UNCORRECTED,TO 11. BOLTING:ALL BOLTS IN WOOD CONNECTIONS SHALL CONFORM TO ASTM A307. THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16"LARGER THAN THE 0 SHEET INDEX -� C. UPON COMPLETION OF THE ASSIGNED WORK THE STRUCTURAL (DIAMETER)OF THE BOLT.BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT h!� ENGINEER SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS STEEL WASHERS UNDER HEADS AND NUTS.NICK THREADS TO PREVENT SHEET DESCRIPTION DETAILS CERTIFYING THAT TO THE BEST OF HIS KNOWLEDGE THE WORK IS IN LOOSENING. 51.0 GENERAL STRUCTURAL NOTES -- CONED RMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS,AND SIA TYPICAL DETAILS T-SERIES THE APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL 12. PREFABRICATED WOOD TRUSSES:PREFABRICATED WOOD TRUSSES SHALL BE S1.2 TYPICAL DETAILS T-SERIES BUILDING CODE. DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD 52.0 FOUNDATION PLAN -- 1 LOADS.WHERE UNINHABITABLE ATTIC SPACE CAN BE USED FOR STORAGE,A 20 S2.1 SECOND FLOOR FRAMING PLAN 11 PSF LIVE LOAD ON THE BOTTOM CHORD SHALL BE INCLUDED IN THE ANALYSIS. S2.2 ROOF FRAMING PLAN SOILS(IBC TABLE 1705.6) BRIDGING SIZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED -- OTHERWISE.CONTRACTOR SHALL SUBMITS OP DRAWINGS WITH DESIGN CITY APPROVED PLANS S3.0 FOUNDATION DETAILS 100-SERIES CONTINUOUS PERIODIC CALCULATIONS SEALED BY A REGISTERED ENGINEER FOR REVIEW PRIOR TO xNi.w.e� BE-. FLOOR FRAMING DETAILS 200 W. SERIES VERIFICATION AND INSPECTION SPECIAL SPECIAL MANUFACTURE FOR BOTH ROOF AND FLOOR TRUSSES WHEN USED. 55.0 ROOF FRAMING DETAILS 300-SERIES INSPECTIONS INSPECTIONS PLAN.MUST BE ON LOB SITE 1.VERIFY MATERIALS BELOW SHALLOW SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING FOR ALL INSPECTIONS FOUNDATIONS ARE ADEQUATE TO ACHIEVE - X POINTS.ALL CONNECTORS SHALL HAVE CURRENT ICC-ES APPROVAL.ADDITIONAL THE DESIGN BEARING CAPACITY. TRUSSES SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT.PER IBC SECTION 2303.4 AND TPI-1:EACH TRUSS SHALL BE LEGIBLY 2.VERIFY EXCAVATIONS ARE EXTENDED TO BRANDED,MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE PROPER DEPTH AND HAVE REACHED - X IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS,THE DESIGN LOADS,AND PROPER MATERIAL. THE TRUSS SPACING-WITHIN TWO FEET OF THE CENTER OF THE SPAN ON THE DATE: 9/13/2024 FACE OF THE BOTTOM CHORD. 3.PERFORM CLASSIFICATION AND TESTING q•.•. NM RCR OF COMPACTED FILL MATERIAL. - X PREFABRICATED WOOD/STEEL WEB JOIST/PURLINS(TJI/TJL SERIES OR EQUAL): wao-x camn� .•a"" �".are DESIGN,FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION JOB NO.:IFzi-sta D CA30REE OR:DTL 4.VERIFY USE OF PROPER MATERIALS, ICC-ES REPORT.CONNECTIONS AND BEARING MATERIAL TO BE DESIGNED AND DENSITIES AND LIFT THICKNESS DURING FURNISHED BY JOIST FABRICATOR.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS COMPACTED NET AND COMPACTION OF X - WITHREVIEW NRIOR TO MANS SEALEDUFACTURE. BY ADDITIONAL ERED JOISTSHALLBE ENGINEER Structural Engineering �� ■O COMPACTED FILL. FOR REVIEW PRIOR LA MANUFACTURE.ADDITIONAL JOISTS SHALL STRUCTURAL SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT. 5.PRIOR T PLACEMENT OF COMPACTED FILL, 1020 E.LINCOIn Road phone:208.227.8404 INSPECT SUBGRADE AND VERIFY THAT SITE - X HAS BEEN PREPARED PROPERLY. Idaho Falls,ID 83401 fax:208.227.8405 Contoci@froststructural.com Page 38 of 48 KEYNOTES: KEYNOTES: KEYNOTES. KEYNOTES: 1.SHEATHING MATERIAL 1,EDGE NAILING 1.SLOPED FINISH GRADE 1.FINISHED GRADE WHERE OCCURS 2.DOUBLE STUDSATEACHENDOF 4 1 2,PREFAB WOOD TRUSS,TRUSS 2.MINIMUM FOOTING DEPTH PER GSN(12" 2.00 NOT EXCAVATE A TRENCH CLOSER TONAL F STUDSWALL,EDGE NAIL ALONG DOUBLE VERTICAL WEB TO MATCH LOCATION OF 3.D EOVIDE IPEN FOOTING AS REQUIRED TO FOOTING OR FOUNDATION MUM) THAN 45-ANGLE TO BELOW BOTTOM ��SCj NQ� 3.FULL HEIGHT WOOD STUDS SHE AR PANEL ACCOUNT FOR SLOPED GRADE FOR CONSTRUCTION ABOVE 3.8070M OF CONCRETE FOOTING O \,\C EN$FQ y� 4.SECOND FLOOR LINE --- 'i ------ --- 1' --- 3.7118-PLYWOOD SHEAR PANEL WITH BE 4.CONCRETE FOOTING -IN..SEE DETAILS. 4.B070M OF TRENCH 4� p 5.SIMPSON STRAP TYPE HOEDOWN AT 6"O.C.AT PANEL EDGES AND TIC AT 6.MID-HEIGH REQUIRED AND EDGE �' 12"O.C.AT INTERMEDIATE SUPPORTS NAILING REODIREO AT PLYWOOD SHEET 3 q,PLYWOODSHEATHING AS OCCURS 1 d EDGES 5.M AOF WOOD 7.SIMPSON HD TYPE HOEDOWN .I 6.OCCUR WOOD PLATE OR BEAM AS so - aQa a. -.I _ TF OF 8.iSTFLOORLINE 6 OCCURS _ - (� 1 B.BOTTOMPIATEATTACHMENT ].PREFAB BLOCKING PER TRUSS 11L �Q B PQ� 10.CONT 2r PT 501E PLATE _ MANUFACTURER,IN-PLANE SHEAR 11.SOLE PLATE ATTACHMENT CAPACITY TO BE SOON 9/13/2024 1 2 PLYWOOD SHEAR PANEL 2 0 4 1 {� a P / I ] O 3 �\ NOTES: A.FOR CONSTRUCTION BELOW PANEL, 4 SEE PLAN AND DETAILS,BLOCKING IS q NOTES: ALTERNATE PREFAB BLOCKING CONTINUOUS A.DO NOT UNDERCUT EXISTING FOOTINGS 4 9 fi 2 B.INDIVIDUAL BEPENETRATE R PANEL OROMITTEDCKSEDR MAY NOTES: NO PASSAGE PENETRATED C DUCT OMITTED FOR A FOR$ANDO ET INFORMATION,SEE B.PASS THOU WALL FOOTINGS ES SHALL PASSAGE OF HVAC DUCTS PLANS AND DETAILS COLUMN FOOTINGS CONCRETE OTINGS OR UNDER T08 CONCRETE FOOTING AT CONCRETE WALL T04 TYPICAL DETAIL FOR FOUNDATION EMBEDMENT T01 TRENCH PARALLEL TO CONTINUOUS STRIP FOOTING 6 - _-- SCALE:NTS SCALE:NTSSCALE.NTS IT F KEYNOTES'. KEYNOTES: 1.CORNER DOWELS TO MATCH 5 A 1.CONCRETE FOOTING a II CLASS B TENSION SPLICE LENGTHS 2.HORIZONTAL REINFORCEMENT 2.SEE EVE-PROVIDE112"MINIMUM o CONCRETE WALL WITH REINFORCEMENT CLEARANCE AROUND PIPE OR CONDUIT IF a.LAP SPLICE PER TYPICAL STEEL 3.PIPE OR CONDUIT ft 3,000 PSI Pc=4,000 PSI Pc=5,000 PSI REINFORCING LAP SPLICES IN z 14.CONCRETE FILL TO BE PLACED BEFORE BAR 2 (ryp) CONCRETE DETAIL f FOOTING IS POURED-FORM SAME AS 6 II SIZE S. ° FOOTING AND POUR FULL WIDTH OF HORIZONTAL VERTICAL AND HORIZONTAL VERTICAL AND HORIZONTAL VERTICAL AND PIPE TRENCH BOTTOM BOTTOM BOTTOM 5.STEM WALL - - BARS W/>12"OF BARS W/>12"OF BARS W/>12"OF - HORIZONTAL HORIZONTAL HORIZONTAL CONC.BELOW BARS CONC.BELOW BARS COIN BELOW BARS ° II II II IP x3 12" 12" 12" 12" 12" 12" u4 19" 15" 17" 13" 15" 12" 12 5 3 29" 23" 26" 20" 23" 18" 1 a 0 WMIN 4 a6 32" 25" 28" 21" 25" 19" O 6 54' 41" 47" 36" 42" 32" t 1� II D �-I NB 70" 54" 81" 47" 54" 42" LJ.J D i1 M8 89" 69" 77" 59" 69" 53" 4 4 o 0 ° 2 V x10 112" BIT 1. 75" SIT 67" 0 ---------- ---------- --------- J NO ES: m 1. TOP BARS ARE ANY HORIZONTAL BARS PLACED$0 THAT MORE THAN I2.OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT. 6 A. PIPE SHALL PASS THRU FOOTING OR V) 2. ON LESS NOTED OTHERWISE,LAP SPLICES IN CONCRETE BEAMS,SLABS AND WALLS SHALL BE CLASS-B-TENSION LAP SPLICES. UNDER COLUMN FOOTINGS.FOR '^ A SECTION TRENCH ES GREATER THAN 3W BELOW vJ B070M OF FOOTING,SEE PIPE o < J v PASSING BELOW WALL FOOTING DETAIL. LL '^^J L ELEVATION-TYPICAL 2-STORY SHEARWALL STEEL REINFORCING LAP SPLICES IN CONCRETE TYPICAL CONCRETE FOOTING CORNER PIPE PASSING UNDER WALL FOOTING IN SHALLOW TRENCH x Q LLJ T11 SCALE:NTS T09 SCJ.ALE:NTS T05 SO E:NTS T02 SCALE:NTS �_ Q 0- KEYNOTESJ r^ KEYNOTES VJ J HOLDMN X KEYNOTES KEYNOTES: 1.NAILS BETWEEN SPLICE LOCATION PER 1.WOOD STUD WALL 1 1.CONCRETESLAB KEYED GRADE 1.STEM WALL SCHEDULE-STAGGERED HDU2,HW4, 2.SHEARWALL SHEATHING p 1&16' a.EDGE OF FOUNDATION 2.CONTINUOUS KEYED JOINT 2.CONCRETE M(WHG Q m U 2.DOODSTU WALL HDUS a.SAWCUT118'WIDE x 114 SLAB 3.1'S'MW(IMUM(WHERE TRENCH 4.SIMPSON'HD'TYPE HOEDOWN WITH > - n SPLICE LENGTH PER SCHEDUEE 3.WOOD STUD WALL HWe,HDUif 1-318' SCREWS THICKNESS IN DEPTH-CUT SHALL BE FoonNG SEE DSTAILs. EXCEEDS I'-B'NOTIFY STRUCTURAL m LL 4.SPLICE OVERSTUD MADE SOON ENOUGH TO PREVENT ENGINEER PRIOR TO PLACEMENT OF 5.SIMPSON Si6224 OR MSTCW STRAP AT HDU14 1S'16• 5.SHEARWALL END POST(2$TDD$) t W Q . TYPICAL,EXCEPT AS HDUI I,AND HDUI4 9 SHRINKAGE CRACKING,BUT NOT SO FOOTINGS) /�/ 3 L q t LOCATIONS WHERE PLATES CAN NOT BE LTi19 13B' SOON AS TO CAUSE SPALLING OF THE q.BACKFILL AND RECOMPACT TRENCH Z Ly F H WHERE 6x6 POST I$REOUIREO SPLICED CONCRETE WHILE WITHI 16HOURS MUST PERSOILS REPORT AND LTTMB 1-1W 6.(25)SIMPSON SOB 110 x 6-LONG WOOD BE COMPLETE WITHIN NGWORK ° 1 SPECIFICATIONS Hrt4 SCREWS,STAGGERED ° 1&16' 7.SHEARWALL EDGE NAILING CONCRETE PLACEMENT. 4 5.BOTTOM OF TRENCH Hrt$ 8.TRIMMER STUD TO SUPPORT HEADER 6 2 HD1$ 2-116' 9.BLOCK TO SUPPORT WINDOW SILL ^ ° %BUILT-UP WOOD POST - ° 5 � CUT JOINT � ' 5 Q 3 2 7 3 2 ] 1 2 w O �11 1 LENGTH OF WALL SPLICE LENGTH NAILS PLONG 6 I`\/ Ili �� �^ (BETWEEN CORNERS) MINIMUM SPLICE LENGTH N TE IiI SHEARWALL (21 SHEARWALLS NOTES: •""1 `�.."yIPI 0 RIO 6'-0' (30)i6C A.DO NOT SPLICE TOP PLATES WITHIN 6'-0' (11"HD"HOEDOWN WISCREWS I11'HD"HOEDOWN W/SCREWS KEYED JOINT A KEYED JOINTS NEED ONLY OCCUR AT LESS THAN 2tl 4'A' (24)tfitl OF ENDSDETAIL PLYWOOD SHEARWALLS. EXPOSED EDGES DURING PLACEMENT NTE "~ THIS DETAIL REQUIRED AT ALL AT EXTERIOR CORNER AT EXTERIOR CORNER UNLESS SPECIFICALLY NOTED ON THE A.DO NOT UNDERCUT EXISTING FOOTINGS U i--I EXTERIORWALLS ANDOVER PLANS 6 B.NO PIPES OR OTHER UTILITIES SHALL ri_II B.'TOOL WET JOINT',"2IP STRIP',ETC SHEARWALLS-NOT REQUIRED AT 4 6 PASS THRU WALL FOOTINGS OR UNDER (� INTERIOR NONSHEARWALLS. 1 B g 1 SHALL MATCH SAWCUT REQUIREMENTS COLUMN FOOTINGS �M ELEVATION-TYPICAL TOP PLATE SPLICE CONTROL JOINTS IN CONCRETE SLAB ON GRADE PIPE PASSING BELOW FOOTING IN DEEP TRENCH H 3 T12 scALe NTs T08 SCALE:NT$ T03 SCALE.NTs 4 3 U KEYNOTES: 2 7 WINDOW 2 ] GOIXi KEYNOTE$', LTa 5 OPENING OPENI NG - J 1.WOOD STUD WALL 1.TAP-SEE GSN FOR MASONRY AND W 2.WOODHEADER 6 2 TYPICALDETAIL FORCONCRETE �I O 3.KING STUD(SI "HD"HOLDOWN W/SCREWS "HD"HOEDOWN W/SCREWS CD REQUIREMENTS 4 x 4.(2)IM NAILS AT 2-O.C. WINDOWJAMB DOOR JAMB OR WALL END 6 MIN 2.MAXIMUM V5 LAP BUT NOT MORE THAN 5.16C NAILS AT 12'O.C. _1 U 6.TRIMMER STUD(S) BAR OFFSET 3.WIRE TIES =�"( 4.A(1'MINIMUM) 1� 5 5 6 3 5.RADIUS=3C FOR MRS NOT OVER p8;M 1 4 16 4 FOR AOp BARS, FOR RCE 40 .ti 1 AND#18 WIBARS,-HFOR ALL GRADE 40 BARS WITH UM)HOOK 8.4D(/'MINIMUM) SPLICE DETAIL BAR CLEARANCE 7.12C(B)'HOOK) 8.W(4'MINIMUM) `V 8.B BEND 6 2 3 O 10.BEND ARC NO 1 112•PIN FOR p3 BARS. ] 2 ] 6 BEND AROUND T PIN FOR A BARS. CITY APPROVE D PLANS 4 fi �-d° r°C" 5 � BEND AROUND 1 I&PIN FOR BARS III i PUNS MUST BE ON lOB SITE 2 4, FOP ALL INSPECTIONS 3 a 2 3 1 (1)SHEARWALL 121 SHEARWALLS BEND&HOOK DETAILS 6 s (11'HD"HOEDOWN WISCREWS (11"HD'HOEDOWN WISCREWS e e 5 AT RE-ENTRANT CORNER AT RE-ENTRANT CORNER O NQjErL 9 A ALLCONDITIONS MAYNOTBESHOWN. mM•lemx"r°camxM aim"nseTle pl��.. B.e. �e p „ DATE: 9/13/2024 FOR CONDITIONS NOT SHOWN,USE THESE DETAILS AS A GUIDE g © g ..m•�, m"m,•w"e.,..a e.N,. .m. vwe..I.u�,.rAm�n.I..IF...p.".. NM RCR B.SOME LARGER HOEDOWNS REQUIRE 6,6 CNecNefi POSTS,SEE PLANS AND SCHEDULES f0 10 JOB NO.:11 -215 1 PROJECT MANAGER:MRD I CAD OPEw.TOR:DTL C.WHERE MULTIPLE TRIMMER STUDS OR KING STUD$OCCUR,MAKE COLUMN TIES BEAM STIRRUPS ADJUSTMENTS AS REQUIRED. Structural Engineering ■ 1020 E.Lincoln Road phone:208.227.8404 TYPICAL HEADER CONNECTION PLAN VIEW-HOLDOWN LOCATIONS/SHEARWALL END POSTS"HD"TYPE HOLDOWNS USING SCREWS TYPICAL REINFORCING DETAILS T13 SCALE:NTS T'O SCALE:NTS T07 SCALE:NTS Idaho Falls,ID 83401 faxcontoci@hoststructural.com '208.227.8405 Page 39 of 48 KEYNOTES: KEYNOTES: 1.WOOD BEAM 1.DOUBLE TOP PLATE z.(2)16d NAILS AT Y o.C. CONNECTION NAILING TYPE 2,WOOD$TUD WALL ANAL 3.SOLIDKING BUDEACHSIDE OF BEAMELOWB JOIST OR TRUSS BEARING OW 3.PLYWOOD SHEATHINGS1j\ d.SOLID BUILT-UP POST BELOW BEAM d.WOOD POST ABOVE 4� / 5.STRAP BROKEN TOP PLATE ON SIDE OR (3}3"x0.131'NAILS(DI Nall) TOENAIL 5.WOOD TRUSS OR JOIST �KL PVC EN$FQ y� TOP (3}3"x14GAUGESTAPLES 6 SOLID BLOCKING BETWEEN FLOORS, Q� P 8 1 5 6.CON DBL2x TOP PLATE WILAP SPLICE MATCH BEARING WIDTH WITH POST PER TYPICAL DETAIL BRIDGING TO JOIST (2)Btl COMMON(2 IT x 0.131') ABOVE,MINIMUM 7,FULL HEIGHT KING STUD EACH SIDE OF (2}SN 0.131'NAILS(Gun Wil) TOENAIL EACH END z 1.SIMPSON A35 CLIP EACH SIDE OF SOLID 0, BEAM f2/.rx 14 GAUGE STAPLES BLOCKING,WHERE POST ABOVE IS 0.HGA10 CLIP EACH SIDE SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 1M(3112k 0.135")AT 18"O.C. MORE THAN(2)STUDS,OTHERWISE T Op�(4Q- 9.FULL-HEIGHT KING STUD AT END OF ATTACH TO TOP PLATE WI(2)16tl ` FOFBEAM A ,` 10.FULL-HEIGHT KING STUD,OPPOSITE 3^x0.131•NAILS(GuO OATB•O.C. FACE NAIL 4 8,TOE-NAILS SAT EEACH BLOCK 3k 14 SAME STAPLESAT IT O.C. 3 SIDE OF THE BEAM TOP PLATE TO STUD (2}16tl CANNON Ye'x(31 0.16Y) 9,CONT 2x BOTTOM PLATE 9/13/2024 10.CONT 2x PT SOLE PLATE WI ANCHOR D"N0.131-NAID3(Gun WL) END NAIL BOLTS 2 (3}3k 14 GAUGE STAPLES I I.CONCRETE WALL . SOLE PIATETO STW (2}16tl COMMON(31YCx 0.187) 12 CONT RIM BOARD d 6 (3}3k 0.131-NAILS(Gun Nail) END NAIL (3}3"x 14 GAUGE STAPLES DOUBLE STUDS,FACE NAIL 161(3112'x 0135 4"")AT 2O,C. 6 AT TOP PLATE 3"x 0.131'NAILS(Gun Nail)AT O'O.C. FACE NAIL 3"x 14 GAUGE STAPLES AT O.C. 7 DOUBLE TOP PLATES IM(3112k 0.135')AT 16'0.C. 3k 0.131'NAILS(Gun Nall)AT 12'O.C. FACE NAIL 1 3^x14GAUGESTAPIESATI7O.C. DOW-ETOPPLATES-IAPSPLICE (B}1W COMMON!(31YYx 0.16Y) (12)3k 0.131'NNUB I-WL) FACE NAIL (12}3'x 14 GAUGE STAPLES BLOCKING BETWEENJOILMORRAFTERS (3}8d COMMON(211Yx0.131•) 1 6 AND TOP PLATE (3}3k0.131'NAIL3(Gun WL) TOENAIL (3}3k 14 GAUGE STAPLES 10 SIMPSON A35 AT EVERY OTHER BLOCK 4JA- d 2 1 RIM JOIST TO TOP PLATE NL2112k 0.131")AT 6'O.C. 3"0 131'NAILS(Gun Naill AT B'O.C. TOENAIL g T 3,14 GAUGE STAPLES ATV O.C. 3 4 USE-SIMPSONA35AT48"OC. 41A- 'I TOP PLATES,AP3 PNDINTERSECRONS (2),ifitl COMMON(31YYx 0.18Y) ATMIDWALL I O)aN 0.131'NALS(Gun Nall) FACE NAIL 2 12 (3}3'x14GAUGESTAPLES 2 2 CONTINUOUS HEADER,TWO PIECES 16d COMMON(31Y1k 0.1621 FACE NNLAT1T 6 4 y CEILING JOISTS TO PLATE (3ytl COMMON(2112'x 0.131') O.C.ALONG EDGES 3 4 (5}3k0131•NAUS(Gun 1) TOENAIL 1 (5}3k 14 GAUGE STAPLES 10 II AT CORNER CEILING JOISTS,LAPS OVER PARTITIONS (3}16L COMMON IS-0.1U) (4}3k0.131'NAC3(Gun WL) FACENAL TF8 2 (4}3k 14 GAUGE STAPLES CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL (3}16d COMMON IS In 0162)(4}3k 0.131'NAILS(Gun Nail) FACE NAIL tt(4}3'x 14 GAUGE STAPLES RAFTERLRTRUSSTOPLATE (3}MCOW0 (2112'x0131-)(3)sk 0131'NAILB LNall) TOENAIL(3}3"x14GAUGE STAPLES CONTINUOUS HEADER TO STUD (4)Btl COMMON(2 IT x 0.131") TOENAIL BUILTLP CORNER STUDS 188COM.(31_'1620AT24'O.C. W 3k0.131•NAILS(Gun Nai6AT 16'O.C. FACE NAIL z Y.1d GAUGE STAPLES AT 16.O.C. Q J AT BEAM m NOTES A.MINIMUM N ILING PROVIDED UNLESS HEREIN (n $HALL BE PROVIDED UNLESS NOTED 11 EISEONPLANS,DETAILS GE RW ��k GENERAL STRUCTURAL NOTES A/� OTES Ly � B.NAILING NOT NOTED ON THESE PLAINS O Q J O MDEO TAILS SHALL BE PER IBC TABLE ''^^ LL v/ L W W T19 TYPICAL BEAM POCKET Tf s MINIMUM NAILING SCHEDULE-UNLESS NOTED OTHERWISE T14 SOLID BLOCKING BETWEEN FLOORS J _/� Q SCALE:NTS KEYNOTES: SCALE:NTS SCALE:NTS ^ VJ J 1.BOUNDARY NAILING 8tl NAILS AT 4"0,C. 1 KEYNOTES: 2.NB(MIN)CONT BEARING PLATE ATTACH 1.CON T DBL2x TOP PLATEWI LAP SPLICE, PER ATTACHMENT SCHEDULE SEE TYPICAL DUAL L ALTERNATE FASTENER SCHEDULE > U 3.TOE NAIL OVER-BUILD FRAMING TO 4 2.TRIMMER AND KING STUDS,SEE PLAN > LL BEARING PLATE WI(3)16d NAILS MIN 3.WOOD BEAM,SEE PLAN MATERIAL:7116^SHEARWALL OR ROOF SHEATHING 4.ROOF SHEATHING 4.STRAP,SEE PLAN SPECIFIED FASTENER ALTERNATE FASTENER N 5.2x PC OR ILOFTRUSS Z of 3 L�L 6.TOP CHORD OF TRUSS OR ROOF 3 16 GA STAPLE AT 12'O.C. F r 8tl COMMON AT 12'O.C. FRAMING MEMBER 3 15 GA STAPLE AT 12'O.C. 7.2x STUD PONV WALLA$OCCUR$ON 14 GA STAPLE AT 12.O.C. PLAN IS O.C.MAX AND WALL SHALL BE CENTERED BETWEEN MASK SPAN) 2 13 GA STAPLE AT 12'O.C. B.ROOF SHEATHING(SHEATH LOWER 8tl COMMON AT 6'01 16 GA STAPLE AT d^O.C. ROOF PRIOR TO CONSTRUCTION OF OPTION 1 15 GA STAPLE AT 5'O.C. OVER-BUILD) 9.PREFABRICATED OVER-BUILD ROOF 14 GA STAPLE ATfi O.C. TRUSS WI SIMPSON VTCR CLIP AT PT 13 GA STAPLE AT O.C. O.C. 3 16 GA STAPLE AT 2.5'O.C. Btl COMMON AT 4'O.C. 15 GA STAPLE AT 3'O.C. 1 14 GA STAPLE AT 4^O.C. 4 13 GA STAPLE AT S O.C. 1 5 15 GA STAPLE AT Y O.C. ( , Btl COMMON AT 3'O.C. 14 GA STAPLE AT Y OC, 1�1 4 13 GA STAPLE AT 4^0 C. NOTES: �� 1. INCH OUTSIDE DIM VE A NSION. NDINSTMUM OWNWIDTH OF yN U 2 INCHOUTSIDE DIMENSION.ANDINSTALLEDWIN CROWN PARALLEL TATHE LONG DIMENSION OF FRAMING MEMBER. 2. FRAMINGTHAN INCHES ON N CENMRWHEN NAIL SPACING IS %I LESS THAN 3INCHES ON CENTER. OJf \I OPTION 2 3. ALL STAPLES SHALL HAVE 1 5 LONG LEGS MINIMUM.P 2 STAPLE SIZES AND SPACING PER REPORT NO. i ICGESR-1539 NOTES: A.MINIMUM STAPLING SPECIFIED HEREIN y 'O O B $HALL BE PROVIDED UNLESS NOTED OPTION OTHERWISE ON PLANS,DETAILS OR GENERAL STRUCTURAL NOTES dEDO 6 .3� T17 TYPICAL STRAP AT WOOD BEAM 15 ALTERNATE SHEATHING STAPLE OPTION H SCALE:M T SCALD: S SCALE:NTS U (zj KEYNOTES: OPTION ANCHOR SCHEDULE I.HOLDOWNANCHOR BOLT 2,TOP OF CONCRETE OR COLD JOINT ALL-THREAD MINIMUMVERTICAL ALTERNATE SIMPSON 3,DOUBLE NOT AND 2'CIA PLATE WACHER ANCHOR MINIMUM BARS(PROVIDE ANCHOR TYPE 4.ADDITIONAL VERTICAL BAR($),SEE p" EMBEDMENT ADDITIONAL VERTICAL (INSTALL PER DIAMETER BARS AS REQUIRED) MANUFACTURER) SCHEDULE 5.TO REINFORCING BAR(U BAR MINIMUM) h' 12' - _ PER PLAN T� §• 11 (1)MS OR(2)IM SBS/6XD1 18' (2)AS SS1B34 OR S8718X24 2 9 r 1' 20' (2)pfi 5B1)C30 1 CITY APPROVED PLANS 8 2 M<oae<wnPlwnn PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 41 6 ATTACHMENTSCHEDULE 4, n 5 ROOF SLOPE LATEATTACHVI P e 4'.12 (3)1M NAILS DATE: 9/13/2024 OPTION 4:12 TO 7:12 (5)IBtl NAILS 7:12 TO iD12 (3)fl-l'" Q e ••m•,,.w,.iu.,w aan•w.e.,..a u.N,.�o".w�ae,.m. ,A,eu,...em..miu.uuurwn..i.u�,.rAm�rim.mmn...a.e.. NM RCR LONG SCREWS CSecxea (4)M10x3j, 3 JOB NO.:IF23-313 PROJECT MANAGER:MRD CAD OPEMTOR:DTL 10:12 T012:12 LONG SCREWS a 4� � Structural Engineering �� �� 1020 E.Lincoln Road phone:208.227.8404 TYPICAL OVER-BUILD TYPICAL ANCHORAGE FOR BOLT TYPE HOEDOWN T20 SCALE:NTS T78 SCALE:NTS Idaho Falls,ID 83401 fax:208.227.8405 contacirdfrfroshhucturGl.com Page 40 of 48 OHOLDOWN SCHEDULE # SHEARWALL TYPE SCHEDULE FOUNDATION PLAN NOTES S�Sg\ONAL FNp o e\CENSF� y�, SHEARWALL NOTES: a� P END POST UNO ANCHOR A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL 1.SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC.SOME TYPES MAY NOT BE USED ON THE PLANS. I MARK HOEDOWN ON PLAN ALTERNATE HOEDOWN BOLT DIA. DRAWINGS. 1 A SIMPSON HR4 WI (2)2z STUDS N/A 5/8" 2.FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16"ON CENTER(O.C.)MAXIMUM. B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT 1 0, 16 0.162z2.5"NAILS 3.ANCHOR BOLTS TO FOUNDATION SHALL BE 10"LONG AND SHALL BE EMBED 7"INTO CONCRETE.EXPANSION BOLTS OR SHOT NECESSARILY T EFOUNDONTHIS PLAN.SCHEDULES PINS MAY BE USED AT INTERIOR WALLS(AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN)PER SUPPLEMENTAL INSTRUCTIONS ARE DEPTHOFFOOTING DIMEN TF OF\Op`Zp P 4.A MINIMUM OF ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE.PROVIDE(1)ANCHOR BOLT MINIMUM WITHIN C. THE DEPTH OFMUM.FOUNDATION INDICATED INTHE (�� 9"OFEACH ENDPIECE. COORDINAG.S.N.ISATE WITH M. ES OILS REPORNTRACTORSHALL p 8 pp POST P SCHEDULE TRADESTO INSURE THAT THERE INIMUMDOTHER 5.PRO.), CONK UOUSDOUBA ITOP PLATE ATH16d N ILS STASAND EXTERIOR CENTER LESS NOTED OTHERWISE TRADES TO IENT FOR THE WO K.SE TYPICAL ARE 9/13/2024 MARK SIZE SPECIESAND GRADE CONNECTION BUETWEE BETWEEN JOINTS.)�TEA MINIMUM 4'-0"WITH iBtl NAILS STAGGERED AT 2"ON CENTER(O.CJ((24)i6tl NAILS TOTAL ADDITIONAL REQUIREMENTS.SEE TYPICAL DETAILS FOR Pi 4z4 OOUG FIR N0.2 SEE KEYNOTES 6.PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. D. W1,W2,ETC.-AS SHOWN ON PLAN INDICATES P2 4z6 DOUG FIR NO.2 SEE KEYNOTES CONCRETE OR MASONRY WALLS.SEE WALL SCHEDULE 7.BLOCK ALL PANEL EDGES.EDGE NAIL SHEATHING AT BLOCKED EDGES. FOR ADDITIONAL INFORMATION. MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT E. WF16,WF24,ETC.-AS SHOWN ON PLAN INDICATES 5 7/117APARATED 8d COMMON Bd COMMON CONCRETE:M"OA.B.W/1AN3N3"PLATE WASHERS AT 36"O.C. CONTINUOUS WALL FOOTING.SEE FOOTING SCHEDULE SHEATHING(BLOCKED) AT6"O.C. AT12"O.C. CONCRETE:5/8"0A.B.W/1/4"z3NX PLATE WASHERS AT48"O.C. FOR ADDITIONAL INFORMATION. ONE SIDE OF WALL WOOD:16d STAGGERED AT 6"O.C. F. F36,F48,ETC.-AS SHOWN ON PLAN INDICATES A CONCRETE FOOTING.SEE FOOTING SCHEDULE FOR ADDITIONAL INFORMATION. G. PI,P2,ETC.AS SHOWN ON PLAN INDICATES A WOOD POST.SEE POST SCHEDULE FOR MORE INFORMATION. FOOTING SCHEDULE H. PRO VIDE CONTINUOUS BEARING FOR ALL POSTS AND BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL "SOLID BLOCKING BETWEEN FLOORS"DETAIL. MARK LENGTH WIDTH THICKNESS REINFORCING REMARKS I. ALL EXTERIOR SHER WALLS,UNO.BE CONSTRUCTED WITH 3 F30RI NG30" ID 10" (3)i14 EACH WAY ORCING TOM ALL E"5"SHER WALLS HALL WF12 CONT 1 12" 1 24" (2)#4 CONTTOP AND BOTTOM W/M3 TIES AT I8"D.C. THICKNESS TO VARY WITH J. VERIFY EXACT SIZE AND LOCATION OF DEPRESSED GRADE AND/OR RAISED SLABS WITH ARCHITECTURAL 10'E" S'101, 41-0"6'2" 14'-6" * WF18 CONT 18" 10.. 2tt4 CONT BOTTOM STRIP FOOTING K. FOR SIDEWALK AND LANDING LOCATIONS,SEE ARCHITECTURAL DRAWINGS. 9'-6 1/4" 11 4" 101 OX KEYNOTES I 5 I I I I A - 101 1 ATTACH POST TO SLAB W/ABU44Z OR ABU46Z 101 — yVF12 S3. o 101 IM 5 SI S3 TP2 6 102 3L P2 S3. LLI `? F30 F30 4 5 3 e 5 0 4 F30 F30 a /P2 �1111`113 �P2 L LL �' W 5 L J LL - P1 3 v - 1O7 p S3. P1 P1 F3. P1 J —�z--- _ __ m C -- -- C——— Fib Pi 5 M Z 103 N CONCRETE SLAB ON GRADE a P1 4, CRETE SLAB ON GRADE S3. m III W/6.6 W1.4/1.4 CENTERED IN 101 CLASP HICKNESS OVER 101 dJ O a a S3. COMP CTED FILL. S3. Z N 102 (SEE IS, W O S3. ILL pROI E SLAB JOINTS PER J N 5 o TYPICVAL DETAIL WITHIN 16 a Q c HOUR OF BATCH TIME > y Z 3 �I � 101 III 3 > z m D S3 a W Q Q I M i WF12 —� Z � F LL. '4 � 101 -------- — 104 D (:DE- o _ _ 5 �__ __ _ S3 A 5 S3. WF16 — —N 20.09" A ,03 � 3I 0 S3. WF12 � V 91/2'11 T-3" 1 16'-61/2" I N I 101 Q� S3. 101 1t-I 3 a 102 5 �.1 53. ^Pi � on r4 M IF a I"r 30 I �O 101 P1 I Pi 5 103 P1� Y S3. _ _ _ P1 Fj16,4 F"o rF30 P2" \ W Z F30 ryJ, •^I O 15'-73/4 S'01/4" 5� 1 4 - - 5 I I Q_ I Q_ N 53.1 F30 ter, /P2 F30` �P2 y�(� S u IV WF2 1O1 S3 CITY APPROVED PLANS x.. PIAFNSRMU=0N8S61TE OAL O DATE: 9/13/2024 JOB NO.:11-13 1 PROJECT MANAGER:MRD cAn OPEw.TOR:DTL G1eLketl Structural Engineering SZ�� FOUNDATION PLAN Idaho '208.227.8405 E.Lincoln Road phone:208.227.840 SCALE:,a'=,'o" Idaho Falls,ID 83401 faxContoci@froststructurcil.com Page 41 of 48 OHOLDOWN SCHEDULE g SHEARWALL TYPE SCHEDULE FLOOR FRAMING PLAN NOTES S�Sg\ONAL FNp o "CENSFp y� SHEARWALL NOTES: a� P END POST UNO ANCHOR A. ALL DIMENSIONS WITH ALL ARCHITECTURAL MARK HOEDOWN ON PLAN ALTERNATE HOEDOWN BOLT DIA. DRAWINGS. 1.SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC.SOME TYPES MAY NOT BE USED ON THE PLANS. DRAWL I NGS. 1 A I SIMPSON HIT4 WI (2)2.STUDS N/A 5/8" 2.FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16"ON CENTER(O.C.)MAXIMUM. B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT 1 0, 16 0.162z2.5"NAILS 3.ANCHOR BOLTS TO FOUNDATION SHALL BE 10"LONG AND SHALL BE EMBED 7'INTO CONCRETE.EXPANSION BOLTS OR SHOT NECESSARILY BE FOUND ON THIS PLAN.SCHEDULES PINS MAY BE USED AT INTERIOR WALLS(AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN)PER SUPPLEMENTAL INSTRUCTIONS ARE TYPICAL TO THIS PROJECT. TF OF 4.AMINIMUM OF(2)ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE.PROVIDE(1)ANCHOR BOLT MINIMUM WITHIN C. IF DOUBLETOP PLATE IS NOTCHED,STEPPED OR WOOD JOIST(WJ)SCHEDULE 9"OF EACH END PIECE. BROKEN,PROVIDE A SIMPSON MSTC40 STRAP AT �p 8 pp� DISCONTINUITY. 5.PROVIDE CONTINUOUS DOUBLE a TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL.UNLESS NOTED OTHERWISE D. TYPICAL EXTERIOR BEARING WALL FRAMING SHALL BE 9/13/2024 JOIST SPACING FACE MOUNT TOP FLANGE (U.N.O.),LAP SPLICE TOP PLATE A MINIMUM 4'A"WITH 16d NAILS STAGGERED AT 2"ON CENTER(D.C.)((24)16d NAILS TOTAL 2.6 STUDS AT 16"O.C.TYPICAL INTERIOR BEARING WALL MARK WOOD JOIST (O.C.) HANGER HANGER BETWEEN SPLICE JOINTS.) FRAMING SHALL BE 2z4 STUDS AT I6"O.C. WJ7 28 11.. 1 LUS28 I JLB26 6.PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. E. PROVIDE TRIMMER STUDS ITS)AND KING STUDS(KS)AT OPEN NGS AS FOLLOWS,U.N.O.:OPENINGS 9'-6"OR 7.BLOCK ALL PANEL EDGES.EDGE NAIL SHEATHING AT BLOCKED EDGES. LESS,(1)TS8(1)KS,OPENINGS 9'-7'TO 12'-0",(1)TS8(2) MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT KS.FOR ATTACHMENT,SEE"1YPICAL HEADER 5 7/1W APA RATED Bd COMMON Bd COMMON CONCRETE:1M'0 A.B.W/1/41'" "PLATE WASHERS AT 3V O.C. CONNECT!ON"DETAIL. SHEATHING(BLOCKED) ATB"O.C. AT12"O.C, CONCRETE:5/8"OA.B.W/1/4'k3'x3"PLATEWASHERSAT46"O.C. F. B1,B2,ETC.-AS SHOWN ON PLAN INDICATES A BEAM OR ONE SIDEOFWALL WOOD:16d STAGGERED AT 6'O.C. HEADER.SEE BEAM SCHEDULE FOR ADDITIONAL INFORMATION. G. WJ1,WJ2,ETC.-AS SHOWN ON PLAN INDICATESAWOOD JOIST.SEE WOOD JOIST SCHEDULE FOR ADDITIONAL POST(P)SCHEDULE INFORMATION. MARK SIZE SPECIES AND GRADE CONNECTION H. P1,P2,ETC.AS SHOWN ON PLAN INDICATES A WOOD POST.SEE POST SCHEDULE FOR MORE INFORMATION. P2 4.4 DOUG FIR NO,2 SEE KEYNOTES I. PROVIDE STUDSCONTINUOUSTTHEBEARING FOUNDATION ALL POSTS AND P2 48 DOUG FIR N0.2 SEE KEYNOTES BUILT-UP STUDSBETWEEN ORS'DEAIL. AL "SOLID BLOCKING BETWEEN FLOORS'DETAIL. J. FOR CLARITY,DETAILS MAY SHOW ONLY ONE SIDE OF BEAM(B)SCHEDULE FRAMING CONDITION. K. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH MARK SIZE TYPE"5"SHEARWALLS UNO. B2 48DFM2 O KEYNOTES B3 4z10 DF#2 B4 fiz12 161/ 3 ATTACH BEAM TO POST W/SIMPSON PC4Z OR EPC4Z o 5 BS 6.12 DF#2 GLB ATTACH POST CAP ATTACH BEAM TO POST W/SIMPSON PC&Z OR EP06Z POST CAP 202 202 7 POCKET BEAM INTO WALL PER TYPICAL DETAIL S4. S4. m 5 B 5 3 TYP 5 - B 204 P2 P S4. m 5 20q 201 S4 5 Z Sa. ro P2 J P LLJ 5 T,P 4 Pi TMP 3 Pi Ui 205 Z J 1 m S4. OPEN 205 m P1 201 m Q 54.0 C - 20 (; P1 a5 LL 208 S4. 204 mLL O Q m S4. P1 TYP 3 x O 203 201 J 2E LL. 5 S4. S4. a U) Q 201 } o Z ti m m LLB Q c LLI a 61 a Z 10� 4 (n m 5 12" ,X 206 A 20 STRINGER A E - 5 O S4. 5 3 A S4. ------------A 208 ° S4. w w 0 m 202 S4. TYPICAL FLOOR SHEATHING: m 15/32"SHEATHING OVER 3/4"APA m RATED FLOOR SHEATHING W/16d 5 COMMON NAILS AT 6"O.C.AT PANEL r�I EDGES/BOUNDARY AND AT 12"O.C.IN r 201 S4 - 5 THE FIELD. V S4. P7 m zo4 � bA S4. rl $ter o0 P1�m 201 S4. /+ o P1 P1 205 1 5 y 5 m 20 OPE S4.0 m 208 m 54. S4. 201 P1 S4. 2 P m TYP 4 TYP 3 N W W 204 204 a Q x 5 S4. S4. ry Q a" 201 •rl � z m m P2 P 3 TYP a r! S4. CITYKAPPROVED PLANS wxm PAFNSPMU OALR SSITE DATE: 9/13/2024 ..m.,�,,�"w,.�u.,naa,,..•"a.�...ae.�,.o".•,�,....�,uM•,..."m...,����.e����.wa..�..",.�m�M�,�.M•a...a.".. "'." NM RCR JOS NO.:1-13 1 PROJECT MANAGER:MRD cAn OPERATOR:DTL Giecke° Structural Engineering1020 S2■1 SECOND FLOOR FRAMING PLAN IdahoFalls, Lincoln 3401oad phone:fax208.227.8405 Idaho Falls,ID 83401 fax:208.227.8405 SCALE:,/a"=,'o' contad@hhoshhuctural.com Page 42 of 48 SHEARWALL TYPE SCHEDULE ROOF FRAMING PLAN NOTES SASS\ONAL FNp "CEN NOTES: SFp y�F VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL 4 I P 1.SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC.SOME TYPES MAY NOT BE USED ON THE PLANS. A. DRAWINGS. 1 2.FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16"ON CENTER(D.C.)MAXIMUM. B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT 1 0, 3.ANCHOR BOLTS TO FOUNDATION SHALL BE 10"LONG AND SHALL BE EMBED 7•INTO CONCRETE.EXPANSION BOLTS OR SHOT NECESSARILY BE FOUND ON THIS PLAN.SCHEDULES PINS MAY BE USED AT INTERIOR WALLS(AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN)PER SUPPLEMENTAL INSTRUCTIONS ARE TYPICAL TO THIS PROJECT. OF 4.AMINIMUM OF(2)ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE.PROVIDE(1)ANCHOR BOLT MINIMUM WITHIN C. IF DOUBLE TOP PLATE IS NOTCHED,STEPPED OR Y 9"OF EACH END PIECE. BROKEN,PROVIDE A SIMPSON MSTC40 STRAP AT p 8 pO DISCONTINUITY. 5.PROVIDE CONTINUOUS DOUBLE a TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL.UNLESS NOTED OTHERWISE D. TYPICAL EXTERIOR BEARING WALL FRAMING SHALL BE 9/13/2024 (U.N.O.),LAP SPLICE TOP PLATE A MINIMUM 4'-0"WITH 16d NAILS STAGGERED AT 2"ON CENTER(D.C.)((24)16d NAILS TOTAL 2n STUDS AT 16'O.C.TYPICAL INTERIOR BEARING WALL BETWEEN SPLICE JOINTS.) FRAMING SHALL BE 2z4 STUDS AT 16"O.C. 6.PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. E. PROVIDE TRIMMER STUDS(TS)AND KING STUDS(KS)AT 7.BLOCK ALL PANEL EDGES.EDGE NAIL SHEATHING AT BLOCKED EDGES. OPENING SAS FOLLOWS,U.N.O.:OPENINGS 9'E'OR LESS,(1)TS&(1)KS,OPENINGS 9'-7-TO 12'-0",(1)TS&(2) IMARKI SHEATHING MATERIAL I EDGE NAILING I FIELD NAILING I BOTTOM PLATE ATTACHMENT KS.FOR ATTACHMENT,SEE"TYPICAL HEADER 5 7/16"APA RATED Bd COMMC.N Bd COMMON CONCRETE:1/2"OAB.W/1/-'-"PLATEWASHERSAT36"O.C. CONNECTION"DETAIL. SHEATHING(BLOCKED) ATB"O. AT12"O.C. CONCRETE:5/8"0A.B.W/1/4"x3"z3"PLATE WASHERS AT 48"O.C. F. B1,B2,ETC.-ASSHOWNONPLANINDICATESABEAMOR ONE SIDE OF WALL WOOD:16d STAGGERED AT 6'O.C. HEADER.SEE BEAM SCHEDULE FOR ADDITIONAL INFORMATION. G. WJI,WJ2,ETC.-AS SHOWN ON PLAN INDICATES A WOOD JOIST.SEE WOOD JOIST SCHEDULE FOR ADDITIONAL POST(P)SCHEDULE INFORMATION. MARK SIZE SPECIES AND GRADE CONNECTION H. P1,P2,ETC.AS SHOWN ON PLAN INDICATESAWOOD POST.SEE POST SCHEDULE FOR MORE INFORMATION. P1 4z4 DOUGFIRNO.2 SEE KEYNOTES I. TIE EACH ROOF TRUSS AT BEARING LOCATIONS WITH(1) C P2 4z6 DOUG FIR NO.2 SEE KEYNOTES H2.5A OR(1)H1 CLIP,AND EACH GIRDER TRUSS WITH(2) 1 3 J H2.5A CLIPS,UNO. J. OVERBUILD PONY WALLS(MAX 5'-0"SPACING FOR 2z6 BEAM(B)SCHEDULE OVERS D FRAMING AT16'O.C.W/SIMPSON LUS26 HANGER)PER TYPICAL OVERBUILD"DETAIL. 302 MARK SIZE K. BUIILLT-UUP STUDS TO THE FOUNDATION CONTINUOUS BEARING FOR APER TYPICALL POSTS L S5. B1 4n DF#2 "SOLID BLOCKING BETWEEN FLOORS"DETAIL. O B3 4110 DF#2 L. FOR CLARITY,DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING CONDITION. B4 Bz12 DF#2 M. ALL E)(TERIOR WALLS SHALL BE CONSTRUCTED WITH 5 TYPE"5"SHEARWALLS,UNO. B5 6x12 DF#2 2 GLB 301 O 301 3oz OX KEYNOTES S5. S5. �5 5 WALLFRAMING:13/4z5112LVLATI2"O.C. - 5 - 6 STRAP BEAM TO TOP PLATE WITH MSTC40 PER OPTION 1 OF TYPICAL DETAIL 5 7 POCKET BEAM INTO WALL PER TYPICAL DETAIL ro m_ 5 301 S5. OVERBUILT FRAMING OVERBUILT FRAMING w 5 PER TYPI AL DETAI PER TYPICAL DETAI m- n 301 QV S5. J s 00 Z C - - - C Q 301 � J 305 S5. O Q Ur m m LL U) Z_ cc 5 5 J G 301 L a >_ LL I I.L. LL N ( mx OVERBUILT FRAMIN � Z m O PER TYPICAL DETAI w m n 5 Z 10� F N B1 m - D 0 303 7 304 5 E - - 3 5 303 S50 S5. m 55.0 w 305 B1 5 B I' a S5. 5 m I I I 301 m �I 55.0 S5. TYPICAL ROOF SHEATHING: U 7/16"APA RATED ROOF SHEATHING W/8d COMMON NAILS AT 6"O.C.AT PANEL EDGES p /BOUNDARY AND AT 12"O.C.IN THE FIELD. PROVIDE SIMPSON PSCL H-CLIP AT ALL UNSUPPORTED PANEL EDGES. 5 U "O o 30 OVERBUIL FRAMING S5' OVERBUILT FRAMING F"o 5 PER TYPIC kL DETAIL PER TYPICAL DETAIL m' x ry 5 F'.'1 �" Q OR � v m 5 5 I I 302 I I S5 I I CITY APPROVED PLANS R..MwwTo.unmmRm... PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS DATE: 9/13/2024 JW NO.:IFz3-s13 I PROJECT MANAGER:MRD CAD OPEI. R:DTL Giecke° Structural Engineering Idaho S2■2 ROOF FRAMING PLAN E.LincolnRoad phone:208.227.840 Idaho Falls,ID 83401 fax:208.227.8405 SCALE,B•=V-B• confadr4hhoshhucfural.com Page 43 of 48 KEYNOTES: KEYNOTES: 1.STEEL STRINGER BY OTHERS 1.WOOD STUD WALL,SEE PLAN PT SOLE PLATE WI ANCHOR �SS ONAL Np 2.LbhlX 2K x 3•LONG WI(1)511H CIA.4• 2.CONT F LONG HILTI KWIK TZ BOLT BOLTS PER SHEARWALL SCHEDULE 4i / 3.CONCRETE FOOTING,SEE PLAN 3.WALL SHEATHING AS OCCURS,SEE PLAN O� 'XI EN$FQ y� / 4.COMPACTED SUB-GRADE BELOW 4.CONCRETE SLAB ON GRADE,SEE PLAN 4� P 1 / FOOTING,SEE PLAN 5.CONCRETE FOOTING,SEE PLAN 5.MINIMUM FOOTING DEPTH,SEE GEN 8.COMPACTED SUB-GRACE BELOW 391DE5 6.SIDEWAU(PAVEMENT,OR FINISH FOOTING,SEE PLAN 1. / GRADE PER ARCH ].MINIMUM FOOTING DEPTH,SEE GEN d 2 % 1 3 8.SIDEWALK,PAVEMENT,OR FINISH T Opp Q' GRAOEPERARCH FOF 6 N T(. 2 8.EDGE NAILING,SEE SHEARWALL 8 POPS SCHEDULE �I�I A ✓// �" 9/13/2024 e --I X II da 5 O II _ 6 NOTES: A.WATERPROOF ANY EXTERIOR WOOD FRAMIN FRAMING WITHIN 6'OF GRADE PER ARCH DRAWINGS STEEL STAIR STRINGER AT FOUNDATION WOOD STUD WALL AT FOUNDATION 104 SCALE:NTS 01 SCALE:NTS KEYN TE 1.WOOD STUD WALL,SEE PLAN 2.CON PTSOLEPLATEWIO.145'DIA MIN SHOT PIN AT 3T O.C. 3.CONCRETE SLOB ON GRADE,SEE PLAN 4.CONCRETE FOOTING,SEE PLAN 5.COMPACTED SU&GRADE BELOW FOOTING,SEE PLAN 1 2 3 . -d° _ e ° W ° 4 ——- J 0) J m�/� B II CL U) Q L w O CO 12 LL VJ Z O WOOD STUD WALL AT FOUNDATION W C 1— 102 SCALE:NTS KEYNOTES: 1.WOOD STUD WALL,SEE PLAN m � 0 2.CON T 2x PT SOLE PLATE W10.145'DIA Z MIN SHOTPINAT32.O.C. S J 3.CONCRETE SLOB ON GRADE,SEE PLAN w c O 4.CONCRETE FOOTING,SEE PLAN 5 Z.COMPACTED SUB-GRADE BELOW F LL FOOTING,SEE PLAN 2 2 3 W d° n ° U d 4 5 1 CL !�1 •� p U Cd �o r-4 y �M WOOD STUD WALL AT FOUNDATION ,S"1.4 FI ono 103 SCALE NTS o U Call F--1 DATE: 9/13/2024 NM RCR 3DBNO.:1F23s13 PROJECT MANAGER:WHO CADOPERKRUR:DTL Giecke° CITV APPROVED PLANS I f�e Structural Engineering S�I.� PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 1020 E.Lincoln Road phone:208.227.8404 Idaho Falls,ID 83401 fax:208.227.8405 Contoci@froststructural.com Page 44 of 48 KEYNOTES: KEYNOTES: > 1.BOOFSHE4TN NAILING,SEE PUN1.WOOD UN 2 WOOD BEAMRUS SEI HANGER,SEE PLAN 1.CON D11-2 TO(2)18d WIILS,SEEPE, TONAL F 3.CONT DBRLa TOPPIATEWI UP SPLICE, 3.FLOOR SHEATHING,SEE PLAN E PUN2 SEE TYPICAL DETAILATE WI LAP SPLICE, NG� SEE TYPICAL DETAIL 4.BOUNDARY NAILING,SEE PLAN 3.WOOD STUD WALL,SEE PLAN Q�CJ NYC EN$FQ y�P 4.WOOD TRUSS,SEE PLAN 4,WALL SHEATHING AS OCCURS,SEE PLAN 5.WOOD STUD WALL,SEE PLAN 3 5,COW 2d RIBBON BOARD TO RECEIVE I 5 5 6,CONT 2X BOTTOM PLATE W116d NAILS AT EDGE NAILING -I 4'O.C. B 6.EDGE NAILING,SEE SHEARWALL SCHEDULE 6 2 9 7 G,SEE PLAN 8,CONTD2x BOTTOMNPLATE,ATTACH PER ` TF OF 6 SHEARWALLSCHEDULE �Q PaP a 4 9,FLOOR SHEATHING,SEE PLAN B 6 9/13/2024 5 O fi 1 4 4 5 5 4 2 2 NOTES: A.EXTENDWALL SHEATHINGPASTDBL TOP PLATE NO WALL SHEATHING SPLICE BETWEEN DEL TOP PLATE AND BOTTOM PLATE WOOD TRUSS AT WOOD STUD WALL WOOD TRUSS AT WOOD BEAM WOOD TRUSS AT WOOD STUD WALL 208 SCALE:NTS 204 SCALE:NTS 201 SCALE:NTS KEYNOTES: KEYNOTES: 1.WOOD TRUSS WI HANGER,SEE PLAN 1.WOOD ERU$$,SEE PLAN 2.WOOD BEAM,SEEP LAN 2 2x'U8 LONGAT48'O.C.W1I2'111 3.FLOOR SHEATHING,SEE PLAN NAILS AT EACH TRUSS 4.BOUNDARY NAILING,SEE PLAN 3.CONT DBL a TOP PLATE WI LAP SPLICE, SEE TYPICAL DETAIL 4,W000 STUD WALL,SEE PLAN 5,WALL SHEATHING AS OCCURS,SEE PLAN 4 6,EDGE NAILING,SEE SHEARWALL SCHEDULE e 7.WOOD TRUSS W116d NAILS AT 4"O.C. 1p 6 SEE PLAN 8.BOUNDARY NAILING,SEE PLAN 3 d 9,COW 2X BOTTOM PLATE,ATTACH PER SHEARWALLSCHEDULE 10,FLOOR SHEATHING,SEE PLAN fi OT 6 LJ 1 ,�^/ 2 V vJ a 5 J J LQ 4 'm' 1 r V^^J W NG ES: A.EXTEND WALL SHEATHING WALL DBLTOP N LET O BETWEEN DEL WALL SHEATHING AND B SPLICE LOL Q BETWEEN DBL TOP PLATE AND BOTTOM Z PLATE LL '^ 2OS WOOD TRUSS AT WOOD BEAM 202 WOOD TRUSS AT WOOD STUD WALL W vc/ SCALE:NTS SCALE:NTS ^J VJ of LL N KEYN TE: KEYNOTES: } Q LL 1.WOOD TRUSSM I2I16d NAILS,SEE PLAN 1.WOOD TRUSS WI(2)16d NAILS,SEE PLAN m O 2.CONT DBL a TOP PLATE WI LAP SPLICE, 2.CONT DBL a TOP PLATE WI LAP SPLICE, \ Q LL O SEE TYPICAL DETAIL SEE TYPICAL DETAIL S 3.WOOD STUD WALL,SEE PLAN 3,WOOD STUD WALL,SEE PLAN 4.WALL SHEATHINGAS OCCURS,SEE PLAN 4,FULL4IEIGHT BLOCKING WI A35 CLIP LLI QN J 5.EDGE NAILING,SEE SHEAR- BETWEEN EACH TRUSS Z of F LL 3 SCHEDULE 5.FLOOR SHEATHING,SEE PLAN 8.CONT a8 RIBBON BOARD TO RECEIVE 6.BOUNDARY NAILING,SEE PLAN EDGE NAILING 6 T 7.BOUNDARY NAILING,SEE PLAN 6 8.CONE b BOTTOM PLATE,ATTACH PER e SHEAR WALL SCHEDULE e 5 �p 8.FLOOR SHEATHING,SEE PLAN f0.DECKING PER ARCH 11.WOOD JOIST WI HANGER,SEE PLAN 12.2.6 LEDGER W1(2)SDWS240ODB SCREWS AT 18'O.C. B 4 O if 12 /11 11 ' U 2 4 2 NOTES: J A.EXTEND WALL SHEATHING PAST DBL '0 O TOP PLAEE NO WALL SHEATHING SPLICE ., BETWEEN DBL TOP PLATE AND BOTTOM PLATE \� L �M WOOD TRUSS AT WOOD STUD WALL WOOD TRUSS AT WOOD STUD WALL 206 SCALE:NTS 203 SCALE:NTS KEYNOTES: IT" IT.� 1.DECKING PER ARCH z 2.114'TH ICK STEEL END PLATE rl ,O 3.STEEL STRINGER BV OTHERS Q�Z 4.114'THICK BENT PLATE W)(8)V4'x 3' ^P. SDS SCREWS INTO BEAM 'W-1 5.WO BEAM,SEE PLAN •p.( 8.WOOD JOIST WI HANGER,SEE PLAN r� 3116 P "+ l d 1�11 3 6 5 A SECTION DATE: 9/13/2024 JOB NO.:IF-V3 PROJECT MANAGER:MRD CAD OPEMTOR:DTL Giecke° CITY APPROVED PLANS Structural Engineering S4.0 PLANS MUST BE ON LOB SITE STEEL STAIR STRINGER AT WOOD BEAM FOR ALL INSPECTIONS 1020 E.Lincoln Road phone:208.227.8404 207 SCALE:NTS Idaho Falls,ID 83401 fax:208.227.8405 Contoci@froststructural.com Page 45 of 48 KEYNOTES: KEYNOTES: 1.WOOD TRUSS WI CLIP,SEE PLAN 1.WOOD TRUSS WI CLIP,SEE PLAN 2 BLaTEP PLATE WILAP SPLICE, 2 DONE D La TOP PLATE WI LAP SPLICE, ASS\OVAL SEE TV FNC/ 3.WALL SHEATHING AS OCCURS,SEE PLAN 3.WOOD STUD WALL,SEE PLAN \C EN$FQ y� 4.EGG NAILING,SEE SHEARWALL 4.WALL SHEATHING AS OCCURS,SEE PLAN 4'Y P SCHEDULE 5.EDGE BEE SHEARWALL 5.ROOF EIGHT ING SEE PUNaBLOCKINGB SCHEDULE 1 6.FULL-HEIGHT WIBLOCKING BETWEEN 6.ROOF SEE PUN EACHTFUS NAILING, A35 CLIP ].FULL-HEIGHT 2.BLOCKING BETWEEN ].BOUNDARY NAILING,SEE PLAN EACH TRUSSWI NA35AILING, CLIP 8.BOUNDARY NAILING,BEE PLAN � TFOF 8 9/13/2024 6 ] 5 B im 1 1 4 z s 3 2 4 4 N4IES: N.Q= A.a BLOCKING MAYBE OMITTED EVERY A.2.BLOCKING MAY BE OMITTED EVERY THIRD BAY THIRD BAV B.COORDINATE ROOFVENTILATON B.COORDINATE ROOFVENTILATION C.FASCIA PER ARCHITECTURAL DETAILS C,FASCIA PER ARCHITECTURAL DETAILS 304 SC WOOD TRUSS AT WOOD BEAM WOOD TRUSS AT WOOD STUD WALL ALE:TUTS 301 SCALE:NTS KEYNOTES: 14 KEYNOTES: 1.ROOF SHEATHING,SEE PLAN 1.WOOD TRUSS,SEE PLAN 2.BOO DARYNAILING,SEE PLAN 2.29,8'-O'LONG AT 6'-0'O.C.WI(2(16d 1 2 3.CON T DBLa TOP PLATE WILAP SPLICE, g NAILS ATEACHTRUSS BEE TYPICAL DETAIL 10 13 9 3.WOOD TRUSS WI HGA10 CLIP AT 36.O.C. 4.WOOD TRUSS,SEE PLAN 4.DONE DBL a TOP PLATE WI LAP SPLICE, 5,WOOD STUD WALL,SEE PLAN i SEE TYPICAL DETAIL 5.WOOD STUD WALL,BEE PLAN 6.WALL SHEATHING AS OCCURS,SEE PLAN 3 3 T.(3(1W NAILS AT W O.C. 8.2x6 LADDER FRAMING AT 16'O.C. BOUNDARY NAILING,SEE PLAN i 10.ROOF SHEATHING,SEE PLAN 11.26 BLOCKING AT 37 O.C.,FIRST TRUSS 2-V BAY MINIMUM MAK 12,EDGE NAILING,SEE SHEARWALL SCHEDULE 13.(3)8d NAILS AT EACH BLOCK 14.NO SHEATHING SPLICE TO OCCUR IN THIS AREA 6 4 y W 5 5 12 rY 2 3 J 4 W LQ r 5 W N4IES C) A.COORDINATEROOFVENTILATION O Q B.FASCIA PER ARCHITECTURAL DETAILS ''^^ LL. v/ Z WOOD TRUSS AT WOOD STUD WALL WOOD TRUSS AT WOOD STUD WALL w 305 SCALE:NTB 302 SCALE:NTB nJ v,n of KEYNOTES: ,L LL. 1.WOOD TRUSS,SEE PLAN 2. T TYPICAL TOP PLATEWI LA P SPLICE SEE ON , n O TYPICAL DETAIL Q WOOD STUD WALL,SEE PUN 4.WALLSHEATHINGAS OCCURS,SEE PUN Li.l 5.EDGE NAILING,SEE SHEARWALL SCHEDULE Z of F Of 6.WOOD TRUSS ALIGNED WI SHEARWALL WI HI CLIP AT 36.O.C. ].BOUNDARY NAILING,SEE PLAN 8.ROOF SHEATHING,SEE PLAN 9.29 x 8'-0'LONG AT 6'-0'O.C.WI(2(16d NAILS AT EACH TRUSS 8 V/ bp 1 3 4 ~ H M U r-4 y �M WOOD TRUSS AT WOOD STUD WALL 303 SCALE NTS l *o U Call F--1 DATE: 9/13/2024 11=7 ;. NM RCR JOB NO.:IF-3 I PROJECT MANAGER:WHO I CAD OPEw.TOR:DTL Giecke° CITY APPROVED PLANS � ® Structural Engineering PIANS MUST BE ON 108 SITE � S5.0 FOR ALL INSPERIONB 1020 E.Lincoln Road phone:208.227.8404 Idaho Falls,ID 83401 fax:208.227.8405 Contoci@froststructural.com Page 46 of 48 A B C D E F G H O a EXISTING WALL xEXISTING GRAVEL DRIVEWAY TO `' /� 4 0 HOUSE(MAINTAIN EXISTING ACCESS) EXISTING BUILDING _x— w ti \1 d REMOVE AND REPLACE -----ss---- �9 H '// , EXISTING) o o m w� \ P ® EXISTING UTILITY DROP EXISTING LANDSCAPE CURB o � -----Sg �- / - � EXISTING BUILDING ( ; - EXISTING CONC' "� AND ROCK MATCH LL m - -----SS--- - ---_ r -- F ' PROPERTY BOUNDARY o � / I -gS-----SS - --SS=-----SS- SS-----gg ---ss 3 W w 1E HEYBURN AV EIn 2'BERM CREST o= S 85°09'55"E,432.12' I OD a i _ a _ XI TING UTIUN POLE w � N � � � O E S � ......a - . / ) EXISTING GRAVEL 2 OHP ° EXISTING EDGE OF ASPHALT Z _ / a ° ° e \ \ EXISTING UTIL POLE,TELE PED, Z \ z MAILBOX(RELOCATED BV OTHERS) ii,, W-I_W RETENTION / / \ POND ) / ° / r--x� 61' x-----x� _ = 441 5' 20' 1 24'' 20' 5' EXISTING TELE RE D(RELOCATED o BY OTHERS),ADJUST 5 20 \/ \ 3 N W I 10' I RETENTION I g° w 10' O N z POND I —� (TYP) ` ¢ j I z T m G I j o 3 f1�I EXISTING BUILDING (� ¢a ^ 4 A`I a I � a rn ° e a I , Q o a a i 1 m ' Y _ Z < r_, M a ¢ Y ° a W(n 0 O j O m EXISTING CANAL COMPANY I/,1 U z e i 46.44' DRAINAGE TO BE REPLACED Q T a On - -- (TYP) 2 a WITH PI OF THIS PLAN SET)PING(NOTA PART °r ; r N m ° a°. ------------ o x PROPOSED ■■N o a BUILDING �- a z o umi 20' 40' - ° ■■ o N a CONCRETE m o 3 r STOOP(TYR) w 5' w M ID w ' i a ° ° o v > Oa L'3 v a ' ___________- " w o Z c7 i TRASH - ¢ w m o 3 ,z-1 �. ENCL PARKING C 7SPA I � � � 'PARKING]SPACES ° I 00 I w 3 I z c�i TRASH (TYP) - m w I ENCL °G-0�i4 -III F ° y EXISTING BUILDING ° (TYP) `� o Z c� cD v �= Y F 9(TYP) ¢g 9'(TYP) _ 3 1 3 m I PARKING I f 3 1 SPACES CONCRETE STOOP(TYP) a III U s s IPA KING 11 SPACES PROPOSED FENCE 19 =RAMP i �\ a MP- ' PROPOSED FENCE 3 TRAMP 20-PROPOSED BUILDING ACCESS a Title 10-11-12 Required g 40'x176' ACCESS � °RAMP �A �/ frl CONCRETE STOOP(TYP) I / I� Improvements to be completed for final 'z Certificate of Occupancy 3 a a z7sa / 1 _ Landscaping Required: — DOUBLE SWING GATE PROPOSED w^ 6 BUILDING \ \ — 40'x 176' \ U / 1 trees 7 shrubs PROPER7YB 1 tree in each terminus/parking island O PROPOSED FENCE OUNDgRY CONCRETE STOOP(TYP) — _ Parking Lot Lighting required: 3 e 4'MAN GATE \ � Parking:13 spaces ° a 84°7 '04" 437,0' Trash Enclosure:Enclosed to obscure from - 20'EMERG / adjacent street and properties. 3 - -Ss--_--SS- TC&G AND SW ---SS-----SS ACCESS -- � � \ _ _--Ss-- EXISTING EDGE OF ASPHALT TIE TO EXISTING SW,C&G ea ss- HEKAVE ___ CLOUC W—W� - - _ w -ss - OHE �oHE ¢ �OHE OHE - 3 EXIG &G AND SW CHE W_OHE IN C - - LU W— _ w—W—w— W 3 _He L"—W—w— � � SHEET: EXISTING BUI LDI WNG EXISTING BUILDING \CME� W W W— N SITE PLAN CITY APPROVED PLANS 1 C T 1 .0 J I PLANS MUST BE ON JOB SITE 0 20 FOR All INSPECTIONS SCALE:1"=20' e C D E F G H A B C O E F G H p a MH-1 a RIM=3685.39 I EXISTING MH-1 INV.IN=3680.80'(S) I % RIM=3684.66 EXISTING I5"SANITARY SEWER MAIN x Nor a INV.IN=3680.26'(E) EXISTING BUILDING - - EXISTING MH-2 EXISTING UTILITY DROP RIM=3692.7 i z � INV.OUT- a p w --SS--- —SS———— SS-----ss———— OHP c O z - --—SS-----5 -----ss————— a... EXISTING BUILDING w LL a S w f m o s ss———--gg—_———SS——— 537 LF 8"PVC@1.02% r rn ----SS----- -- —S -----sS — -- -----SS— ——— ----- --- —PROPOSED CULVERT(SEE GRADING PLAN) W— PROPERTY BOUNDARY HEYBURN AVEs ss ss ss 3 W�W— E OHP — W W—W—W— FIRE HYDRANT ASSEMBLY w p 90°BEND ❑ W W OHP EXISTINGUTILITYPOLE�N ` 3 W—W_�W 24=LF 88"PVC OHP s (TO BE RELOCATED) N o ao a , W W—W—W� OHP •• PROPOSED FIRE HYDRANT — W�W� OH= w � I 3 O W W y OHP �w ¢ O 229 LF 6'PVC OHP W�W— w POLE,TELE PE _ _ 2"WATER METER ° EXI ING UTIL P D° $ � , ST (RELOCATED BY OTHERS) W—W FIRE SUPPLY LINE M �`I 2 WATER METER Q FIRE SUPPLY LINE ApPROXIMATE V RETENTION POND 3 ° I —x-----x— sgCIS wcuT UMITS— m o EXI i I I 3 M •O I`,rj uT I - EXISTING TELE FED(RELOCATED BY OTHERS),ADJUST WV BOX CONNECT TO /I Y Fy ❑ O I 2"WATER METER ° LF 2-PVC I PROPOSED IRRIGATION LINE I 1 WS WS WS I RETENTION POND (NOT PART OF THIS PLAN SET) WI HT NG WATER MAINTAPPING SLEEVE I w� 3 i R OON I I ° vo 3 I I ❑ 04 EXISTING BUILDING O p m R ° R R Woo 3� ° g N ,a 3 � AQ 10 o oR R 3 c^rp rn p 34 LF 4"PVC @ 2% ° PROPOSED z I ■■ O Oa CLEANOUT CLEANOUT BUILDING - R o INV 3663.79 R 3 INV 3685.19 R m z ■■ p�j CLEANOUT � Z INV 3686.62 CLEANOUT w 2 Q INV 3688.03 O ¢ Q R o a ; YpNAL EN z 05g GONsk O�Z O MH-2 TRASH U 1"WATER METER - m O p�L 3 RIM=3687.88 3 ENCL � I� n ° R ¢ 3 g a 8U8`R. n INV.IN=3682.92'(E) INV.OUT=3682.82'(N) 9LF 8"PVC PJ O `!W w �4•p�2 a a �pCjO O G9� OF1�P•,o° S ss—SS v Z TRASH a� FNE L GPI 22.5°BEND FIRE HYDRANT SS SSss—ss— ASSEMBLYENCL �� w w 232 LF g - 3 SS="PVC@1.40% 0 z E W SS�SS es� U' EXISTING BUILDING < N —W o W y �x� ^ �W=05 LF 8"PVC —SS SS�SS� � w3 FS FS I I WSW SS BEND a FIRE SUPPLV LINE J III I < 90°BEND I f z 3 d z J j; PROPOSED FIRE HYDRANT v RIM=3690.62 l R R INV.OUT=3686.1T(N9 �/ R '9 CLEANOUT INV 3684.76 R R —x---- 2"WATER METER ° R PROPOSED BUILDING O q° CLEANOUT Q — 2"WATER METER INV 3687.60 PROPOSED IRRIGATION LINE a (NOT A PART OF THIS PLAN SET) a ` Iy vS PROPOSED � ^ �—'I ly N a � a BUILDING O—I � PROPERTY BOUNDARY FIRE SUPPLY LINE ° .. q FIRE SUPPLY LINE � Refer to Permit 23-0184 for wa — Civil Site Work 3 �D _ 3 — —ss—— — _ _ APPROXIMATE SAWCUT LIMITS � ——ss———— CONNECT TO EXISTING WATER ~/�( }J —ss ———ss—— MAIN WITH TAPPING SLEEVE _ s —ss CLOUCHEK AVE �-�g-- EXISTING SS MAIN _ W W� —ss —ss EXISTING C&G AND SW 3 3 U EXISTING WgiER MgIN CITY APPROVED PLANS ONE CITY n..rew.e� �OHE—OHE EXIST ING IRRIGATION — PIANS MUST BE ON JOB SITE 3 LINE((VERIFY IN FIELD — _ OHE— N ) � FOR ALL INSPEttIONS 5 OHE- W- JOR:-OHE W-W-W�W-W- Q i 3 EXISTING BUILDING HF\ W_W—W— _W SHEET: EXISTING BUILDING W�W—j O I x 1 HF\_ N UTILITY PLAN G lm,G UT- 1 SCALE:1"=20' B O G E F G H