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Home My WebLink AboutREDLINED UPDATED PLANS 2 - 22-00610 - U-Haul - New Commercial Bldg AAuthor Name Author Email Author Phone No.: Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314 Joel Gray Joel.Gray@rexburg.org 208-372-2331 Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Todd Smith Todd.Smith@rexburg.org 208-372-2181 Katie Saurey Katie.Saurey@rexburg.org 208-372-2167 Description : U-Haul - New Commercial Bldg A Address : 328 N 2nd E Application Type : Document Filename : 718081 UHaul Rexburg - Compiled Set Resubmittal 20220928.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments C5 Free text Stan Crittenden : Fire Open 16 Fire Department Connection must be with in 150 ft. from the Fire hydrant. C6 Free text Stan Crittenden : Fire Open 17 Fire Department connections must be with in 150 ft. of the fire hydrant. C3 Callout Joel Gray : PW Open 14 Existing curb cut must be removed. C3 Callout Joel Gray : PW Open 14 Existing curb cut must be removed. C6 Callout Joel Gray : PW Open 17 Tie in in front of manhole C6 Callout Joel Gray : PW Open 17 Place this light closer to sidewalk. # 22-00610 New Commercial Building Please digitally re-submit all pages of the plan set in response to requested revisions for our next review cycle, with noted items resolved. Report Date: 10.11.2022 Approval of plans does not constitute approval of variance from code Page 1 of 1 Powered by TCPDF (www.tcpdf.org) SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - XXX XX A1 NAME.DWG XXX XX A1 NAME.DWG XXX XX A1 NAME.DWG XXX XX A1 NAME.DWG 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ COVER PAGE T1.1 NEW BUILDING SELF-STORAGE PROJECT DESCRIPTION GOVERNING BUILDING CODES 2018 INTERNATIONAL BUILDING CODE (IBC), W/ AMENDMENTS 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC), W/ AMENDMENTS 2017 IDAHO (UNIFORM) PLUMBING CODE 2018 IDAHO FIRE CODE (IFC) W/ AMENDMENTS 2017 NATIONAL ELECTRICAL CODE (NEC) 2018 MECHANICAL CODE (IMC) W/ AMENDMENTS 2018 FUEL AND GAS CODE (IFGC), W/ AMENDMENTS U-HAUL INTERNATIONAL U-HAUL MOVING & STORAGE OF REXBURG 328 N 2ND E REXBURG, ID 83440 AERIAL MAP GENERAL NOTES:SHEET NUMBER GENERAL1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL BECOME FAMILIAR WITH ALL AMERCO'S REQUIREMENTS PRIOR TO BIDDING AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THOSE REQUIREMENTS. 3. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/AMERCO REPRESENTATIVE OF ANY DISCREPANCIES. 4. ITEMS NOT INDICATED IN THESE DOCUMENTS THAT CAN BE LEGITIMATELY AND REASONABLY INFERRED TO COMPLETE THE WORK AT HAND SHALL BE FURNISHED BY THE CONTRACTOR AS THOUGH IT WERE DETAILED HEREIN. CHANGE REQUESTS FOR SAID ITEMS WILL NOT BE APPROVED. 5. DRAWINGS SHALL BE DISTRIBUTED TO SUB-CONTRACTORS IN COMPLETE SETS AS INDICATED BY THE SHEET INDEX. GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING SUB-CONTRACTORS BID ON ALL ITEMS ASSOCIATED WITH THEIR RESPECTIVE TRADES. NAME:CITY OF REXBURG ADDRESS:35 N. 1ST E, REXBURG, ID 83440 PHONE:208-359-3020 JURISDICTION SEPERATE SUBMITTALS • AUTOMATIC FIRE SPRINKLER SYSTEM. DESIGN/BUILDING BY LOCAL CONTRACTOR AND LOCAL FIRE SPRINKLER INSTALLER. UHI OWNER'S REPRESENTATIVE OR ENERAL CONTRACTOR TO PROCURE. SEE FIRE SPRINKLER DEFERRED NOTES ON PLUMBING DRAWINGS AND UHI SPECIFICATIONS FOR • FIRE ALARM AND DETECTION SYSTEM. DESIGN/BUILDING BY LOCAL CONTRACTOR AND LOCAL FIRE ALARM AND DETECTION SYSTEM INSTALLER . UHI OWNER'S REPRESENTATIVE OR GENERAL CONTRACTOR TO PROCURE. SEE FIRE ALARM DEFERRED NOTES ON ELECTRICAL DRAWINGS AND 6. THE CONTRACTOR WILL INSPECT THE PREMISES PRIOR TO BIDDING TO VERIFY EXISTING WORKING CONDITIONS; SHOULD CONDITIONS BE IDENTIFIED WHICH ARE BELIEVED TO IMPEDE INTENDED WORK, THEN SUCH CONDITIONS MUST BE DOCUMENTED AND REPORTED IMMEDIATELY TO ARCHITECT/AMERCO REPRESENTATIVE. FAILURE TO SO ADVISE WILL CONSTITUTE NOTICE THAT CONTRACTOR IS FULLY SATISFIED WITH THE EXISTING CONDITIONS AND INTENDS TO PERFORM PER 7. CONTRACTOR SHALL ISSUE WRITTEN NOTIFICATION TO ARCHITECT/AMERCO REPRESENTATIVE OF ANY DISCREPANCIES AND FOLLOW UP IN WRITING WITHIN TWO WORKING DAYS OF INSPECTION. 8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF DIMENSIONAL ERROR OCCURS OR CONDITION NOT COVERED IN THE DRAWINGS IS ENCOUNTERED, CONTRACTOR SHALL SUBMIT A CLARIFICATION REQUEST TO ARCHITECT/AMERCO REPRESENTATIVE AND OBTAIN RESOLUTION BEFORE COMMENCING THAT PORTION OF THE WORK. 9. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, AND CONDITIONED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN SPECIFICATIONS OR INSTRUCTIONS UNLESS HEREINAFTER SPECIFIED 10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION AND/OR INSTALLATION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALLBUILDING CODE ANALYSIS: NATIONAL ACCOUNTS 11. DIMENSIONS TAKE PRECEDENCE OVER SCALE ON CONSTRUCTION DOCUMENTS. 12. ALL WORK SHALL BE EXECUTED IN A NEAT AND WORKMANLIKE MANNER, ACCEPTABLE TO OWNER . 13. WHEN WORK NOT SPECIFICALLY CALLED OUT IS REQUIRED TO COMPLETE THE PROJECT, THE WORK SHALL BE PROVIDED IN ACCORDANCE WITH GENERAL NOTES 12, 14 AND 16. 14. CONTRACTOR SHALL GUARANTEE, IN WRITING, ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. 15. UNLESS OTHERWISE SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, TRANSPORTATION, AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION 16. THE CONTRACTOR WARRANTS TO AMERCO AND ARCHITECT/AMERCO REPRESENTATIVE THAT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS CONTRACT WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK WILL BE GOOD QUALITY FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. ALL WORK NOT SO CONFORMING TO THESE STANDARDS MAY BE CONSIDERED DEFECTIVE. IT IS UNDERSTOOD THAT NO INFERIOR OR NON-CONFORMING WORK OR MATERIALS WILL BE ACCEPTED WHETHER DISCOVERED AT THE TIME THEY ARE INCORPORATED INTO THE WORK OR AT ANY TIME BEFORE OR AFTER THE FINAL ACCEPTANCE. IF REQUIRED BY THE ARCHITECT OR AMERCO REPRESENTATIVE, THE CONTRACTOR 17. THE WARRANTIES AND GUARANTIES REQUIRED BY THE CONSTRUCTION DOCUMENTS SHALL BE IN ADDITION TO AND NOT IN LIMITATION OF ANY OTHER WARRANTY OR GUARANTY OR REMEDY REQUIRED BY LAW OR BY THE CONSTRUCTION DOCUMENTS. 18. CONTRACTOR TO COORDINATE WITH AHJ, SPRINKLER CONTRACTOR, CIVIL ENGINEER AND PLUMBING ENGINEER AS NEEDED FOR ALL BACKFLOW PREVENTER REQUIREMENTS. LOCATION SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION OR FABRICATION. PROJECT TEAM ARCHITECTURAL: HILLSIDE ARCHITECTURE 409 S. 8TH ST, STE. 201 BOISE, ID 83702 PHONE: 208- A.O.R.: DANIEL ZIMMERMAN, A.I.A. CONTACT: BRETT GULASH, AIA LEGEND X A 1 1 # X GRID LINE KEYNOTE DOOR TYPE WINDOW TYPE COLOR / FINISH WALL TYPE A N.T.S. 1 PLAN NOTES DRAWING IS NOT TO SCALE PLAN NORTH (ARCHITECTURAL DRAWINGS) X X D X C X X ENLARGED PLAN SYMBOL ENLARGED PLAN DESIGNATION LOCATION OF ENLARGED PLAN DETAIL (SHEET) DETAIL SYMBOL DETAIL DESIGNATION LOCATION OF DETAIL (SHEET) B INTERIOR ELEVATION DETAIL SYMBOL OBSERVATION DIRECTION FOR ELEVATION LOCATION OF ELEVATION DETAIL (SHEET) VAPOR BARRIER AIR BARRIER CLASS I OR II REQUIRED INTERIOR SIDE SECTION 1405.3 SECTION C 402.5 X X X X BUILDING SECTION DETAIL SYMBOL OBSERVATION DIRECTION FOR SECTION SECTION DESIGNATION LOCATION OF SECTION DETAIL (SHEET) GENERAL AREA OF "CUT" FOR SECTION WALL SECTION DETAIL SYMBOL OBSERVATION DIRECTION FOR SECTION SECTION DESIGNATION LOCATION OF SECTION DETAIL (SHEET) GENERAL AREA OF "CUT" FOR SECTION X X ELEVATION DETAIL SYMBOL OBSERVATION DIRECTION FOR ELEVATION ELEVATION DESIGNATION LOCATION OF ELEVATION DETAIL (SHEET) ACCESSIBLE SELF - SERVICE STORAGE FACILITIES LOCATION BUILDING A TOTAL LOCKERS 1,102 MINIMUM ACCESSIBLE 29 ENERGY CODE ANALYSIS: BUILDING ENVELOPE REQUIREMENTS CLIMATE ZONE INSULATION ROOF WALLS ABOVE GRADE MASS (TILT - UP) METAL BUILDING METAL FRAMED WALL S.O.G (UNHEATED) OPAQUE DOORS SWINGING NON - SWINGING FENESTRATION FIXED 6B R - 19.0 + R - 11.0 W/ R - 5 THERM. BLKS NOT REQUIRED R - 18 ci R - 18 ci NOT REQUIRED U - 0.61 R - 4.74 SHGC = 0.25 U - 0.50 COMMENTS CODE REFERENCE BUILDING THERMAL ENVELOPE CONFORMS TO THE PRESCRIPTIVE BUILDING ENVELOPE REQUIREMENTS OF SECTION C 402.1 OF THE CODE. TABLE 1108.3 SHEET NAME T1.1 COVER PAGE T1.2 TYPICAL ADA STANDARDS T2.1 FIRST FLOOR EGRESS PLAN T2.2 SECOND FLOOR EGRESS PLAN T2.3 THIRD FLOOR EGRESS PLAN T4.2 FIRE-RATED WALL SECTIONS T4.3 FIRE RATED ASSEMBLY (NOT USED) CIVIL LANDSCAPE C1 COVER SHEET L1 LANDSCAPE LAYOUT 1 ARCHITECTURAL A1.1 BUILDING SITE PLAN A2.1 FIRST FLOOR LOCKER PLAN A2.2 SECOND FLOOR LOCKER PLAN A2.3 THIRD FLOOR LOCKER PLAN A2.4 FIRST FLOOR DIMENSION PLAN A2.5 SECOND FLOOR DIMENSION PLAN A2.6 THIRD FLOOR DIMENSION PLAN A3.1 ROOF PLAN & NOTES A4.1 BUILDING ELEVATIONS A5.1 BUILDING SECTIONS A5.2 WALL SECTIONS A6.4 ENLARGED STAIR PLANS AND SECTIONS A6.5 ENLARGED EXTERIOR STAIR PLANS AND SECTIONS A7.0 DOOR TYPES A7.1 DOOR SCHEDULE AND DOOR DETAILS A7.2 FINISH SCHEDULES A7.5 ENLARGED RESTROOM PLAN AND MOP/COOM ROOM A8.1 TYPICAL AISLE LAYOUT A8.2 ARCHITECTURAL BUILDING DETAILS A8.3 ARCHITECTURAL BUILDING DETAILS A8.4 ARCHITECTURAL BUILDING DETAILS A8.5 ARCHITECTURAL BUILDING DETAILS A8.6 ARCHITECTURAL BUILDING DETAILS A8.7 ARCHITECTURAL BUILDING DETAILS A9.1 SINGLE LEVEL LOAD BEARING STORAGE ASSEMBLY A9.7 STORAGE LOCKER COMPONENTS A9.8 TYPICAL LOAD BEARING PARTITION LOCKER DETAILS STRUCTURAL S0 GENERAL STRUCTURAL NOTES S0.1 SPECIAL INSPECTION S1 FOUNDATION PLAN S1.1 FIRST FLOOR SHEARWALL PLAN S2 SECOND FLOOR FRAMING PLAN S2.1 SECOND FLOOR SHEARWALL PLAN S3.0 THRID FLOOR FRAMING PLAN S3.1 THIRD FLOOR SHEARWALL PLAN S4.0 ROOF FRAMING PLAN SHEET NUMBER SHEET NAME S5.1 FOUNDATION DETAILS S5.2 FOUNDATION DETAILS S6.0 FLOOR FRAMING DETAILS S7.0 ROOF FRAMING DETAILS S8.0 STAIR FRAMING PLANS S8.1 STAIR FRAMING AND DETAILS S9.0 CANOPY FRAME S10.0 COMPOSITE TILT-UP PANEL WALL ELEVATIONS S10.1 TILT-UP PANEL DETAILS MECHANICAL M0.1 MECHANICAL COVER SHEET M0.2 MECHANICAL SCHEDULES M0.3 MECHANICAL SPECIFICATIONS M1.1 MECHANICAL PLAN - FIRST FLOOR M1.2 MECHANICAL PLAN - SECOND FLOOR M1.3 MECHANICAL PLAN - THIRD FLOOR M1.4 MECHANICAL ENLARGED PLAN - SHOWROOM M2.1 MECHANICAL DETAILS ELECTRICAL E0.1 ELECTRICAL LEGENDS AND NOTES E0.2 ELECTRICAL SCHEDULES AND DETAILS E1.1 SITE ELECTRICAL PLAN - BUILDING A E1.3 SITE LIGHTING PHOTOMETRIC - BUILDING A E2.1 POWER PLAN - FIRST FLOOR E2.2 POWER PLAN - SECOND FLOOR E2.3 POWER PLAN - THIRD FLOOR E2.4 POWER PLAN - ENLARGED AREAS E3.1 HVAC AND PLUMBING POWER PLAN - FIRST FLOOR E3.2 HVAC AND PLUMBING POWER PLAN - SECOND FLOOR E3.3 HVAC AND PLUMBING POWER PLAN - THIRD FLOOR E4.1 LIGHTING PLAN - FIRST FLOOR E4.2 LIGHTING PLAN - SECOND FLOOR E4.3 LIGHTING PLAN - THIRD FLOOR E4.4 EM LIGHTING PHOTOMETRIC - FIRST FLOOR E4.5 EM LIGHTING PHOTOMETRIC - SECOND FLOOR E4.6 EM LIGHTING PHOTOMETRIC - THIRD FLOOR PLUMBING P0.1 PLUMBING COVER SHEET P0.2 PLUMBING SCHEDULES AND CALCULATIONS P0.3 PLUMBING SPECIFICATIONS P1.1 PLUMBING PLAN - FIRST FLOOR P1.2 PLUMBING PLAN - SECOND FLOOR P1.3 PLUMBING PLAN - THIRD FLOOR ADDITIONAL INFORMATION. UHI SPECIFICATIONS FOR ADDITIONAL INFORMATION. BID WITH NO ALLOWANCE EITHER IN TIME OR MONEY FOR ANY IMPEDIMENTS TO INTENDED WORK. TO THE CONTRARY. PORTIONS OF THE WORK UNDER THE CONTRACT. AND COMPLETION OF THIS PROJECT SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND EQUIPMENT. A6.6 STAIR DETAILS AND SECTIONS A6.7 STAIR DETAILS A9.10 TYPICAL LOCKER DETAILS CIVIL/LANDSCAPE: HLE, INC. 101 S. PARK AVE #210 IDAHO FALLS, ID 83402 PHONE: 208-524-0212 CONTACT: GILMORE JENKINS MECHANICAL/ PLUMBING: APEX ENGINEERING PO BOX 5221 BOISE, ID 83705 PHONE: 208-914-5087 CONTACT: CHAD PACKER FIRE PROTECTION: PROTECTION CONSULTANTS, INC. 1199 SOUTH MAIN STREET, STE 101 CENTERVILLE, UT 84014 PHONE: 801-295-6070 CONTACT: GREG JONES, P.E. OWNER: U-HAUL INT'L / AMERCO REAL ESTATE 1545 W. BROADWAY ST IDAHO FALLS, ID 83402 PHONE: 208-881-7297 CONTACT: DREX JOHNSON STRUCTURAL: STRUCTURAL EDGE 5509 N GLENWOOD ST BOISE, ID 83714 PHONE: 208-501-2289 CONTACT: DAVID SANSOTTA, P.E. N N N.T.S. CONTRACTOR: BATEMAN HALL 1405 FOOTE DRIVE IDAHO FALLS, ID 83402 PHONE: 208-523-2681 CONTACT: SHAY MOON T4.4 FIRE RATED ASSEMBLY (NOT USED) T4.5 FIRE RATED ASSEMBLY (NOT USED) T4.6 FIRE RATED ASSEMBLY (NOT USED) E5.1 ONE-LINE DIAGRAM E5.2 PANEL SCHEDULES E6.1 ENERGY CODE COMPLIANCE M2.2 MECHANICAL DETAILS P2.1 PLUMBING ENGLARGED PLANS P2.2 PLUMBING DETAILS C2 GENERAL NOTES C3 DEMOLITION C4 GENERAL LAYOUT C5 GRADING PLAN C6 UTILITY PLAN C9 DETAILS C10 STORM TECH DETAILS S5.0 FOUNDATION DETAILS T4.1 ENERGY CODE COMPLIANCE S6.1 FLOOR FRAMING DETAILS S6.2 FLOOR FRAMING DETAILS S7.1 ROOF FRAMING DETAILS QTY LOCKER SIZE 5 x 10 7 x 10 10 x 10 10 x 15 TOTAL 5 x 5 INTERIOR TOTAL PROPOSED MIX SQ. FT.% 933 85 306 5 384 148 3,700 19,200 350 30,600 12,750 67,000 100 19 46 0 29 5 2nd Flr INTERIOR SQ. FT.% 335 31 112 2 134 55 1,375 6,700 140 11,200 4,650 24,145 3rd Flr SQ. FT.% 334 31 110 1 134 55 1,375 6,700 70 11,000 4,650 24,035 QTY TOTAL SQ. FT.% 1,102 85 475 5 384 148 3,700 19,200 350 47,500 12,750 83,900 % % % % % %100 19 46 1 28 6 % % % % % %100 19 46 0 28 6 % % % % % %100 15 57 0 23 4 % % % % % % 10 x 8 5 400 11803240 5 400%0 %1 %1 % 1st Flr SQ. FT.% 264 23 84 2 116 38 950 5,800 140 8,400 3,450 18,820 100 18 45 1 31 5 % % % % % % 1 80 0 % MINIS SQ. FT.% 169 0 169 0 0 0 0 0 0 16,900 0 16,900 100 0 100 0 0 0 % % % % % % 0 0 0 % EXTERIOR 'C' - 'M' PROPOSED LOCKER STORAGE UNIT MIX A5.3 WALL SECTIONS A6.8 ENLARGED ELEVATOR PLANS AND DETAILS A6.11 ENLARGED LOAD/UNLOAD PLAN AND ELEVATIONS A6.12 ENLARGED LOAD/UNLOAD WALL SECTION C7 STORM TECH PLAN AND PROFILES C8 SEWER PLAN AND PROFILE C11 STORM WATER POLLUTION PREVENTION PLAN L2 LANDSCAPE LAYOUT 2 E1.2 SITE ELECTRICAL PLAN - BUILDING B E1.4 SITE LIGHTING PHOTOMETRIC - BUILDING B FIRE PROTECTION FP101 FIRE SPRINKLER PLAN - BLDG A LEVEL 1 FP102 FIRE SPRINKLER PLAN - BLDG A LEVEL 2 FP103 FIRE SPRINKLER PLAN - BLDG A LEVEL 3 FP500 FIRE SPRINKLER NOTES AND DETAILS A6.1 ENLARGED SHOWROOM PLAN1 1 BUILDING HEIGHT / AREA SEPARATED MIXED OCCUPANCY SHOWROOM - M MERCANTILE STORAGE - S1 STORAGE STORIES HEIGHT (FT) AREA (SF / FLOOR) BUILDING FIRST FLOOR STORAGE SELF - STORAGE 1ST FLOOR TOTAL 2ND FLOOR TOTAL 3RD FLOOR TOTAL TOTAL ACTUAL 1/3 43.5 3,093 27,420 33,410 33,410 33,410 100,230 UL 78,000 78,000 234,000 ALLOWED 4 75 CHAPTER 5 OCCUPANCY SEPARATION FIRE PREVENTION EGRESS OCCUPANT LOAD NO SEPARATION REQUIRED FIRE SPRINKLER(S) FIRE EXTINGUISHER(S) FIRE ALARM(S) LOCATION BUILDING FIRST FLOOR TOTAL SECOND FLOOR TOTAL EGRESS ILLUMINATION EXIT ACCESS 1 FOOT - CANDLE (11 LUX) MIN OCCUPANCY:M COMMON PATH OF EGRESS TRAVEL (FT) EXIT ACCESS TRAVEL DISTANCE (FT) MAX DEAD END CORRIDOR (FT) REQUIRED PLUMPING FIXTURES OCCU - PANTS SELF-STORAGE (S-1) WATER CLOSET 3 LAVA - TORIES 3 250 50 DRINKING FOUNTAIN 2 SERVICE SINK 6 SECTION 1014.3 TABLE 1017.2 SECTION 1020.4 IPC TABLE 403.1 AND SECTION 403.2 SECTION 1006 AND 2702 PROVIDED THROUGHOUT PROVIDED THROUGHOUT PROVIDED THROUGHOUT FIRE DEPT. CONNECTION TO BE PROVIDED AREA 30,853 33,410 FACTOR OCCUPANTS 79 19 TABLE 508.4 SECTION 903 SECTION 906 SECTION 907 SECTION 912 SECTION 1004 117 MERCANTILE 2,970 MERCANTILE 2,970 60 50 STORAGE 1,460 300 5 SELF-STORAGE 8,632 500 18 STORAGE 1,633 300 6 RM 100, 101, 102, 103, RM 104, 111 RM 105, 106, 107, 108, 109, 110, 112, RM 208, 212 RM 306, 308, 312 RM 100, 101, 102, 103, 104, 105, 106, 107, 108, 109, 110,111, 112, RM 208, 212 RM 306, 308, 312 WAREHOUSE*18,788 *NON-OCCUPIABLE SELF-STORAGE 9,261 500 19 WAREHOUSE*24,149 *NON-OCCUPIABLE THIRD FLOOR TOTAL 33,410 19 SELF-STORAGE 9,371 500 19 WAREHOUSE*24,039 *NON-OCCUPIABLE 75 S - 1 250 50 100 FOR MORE INFORMATION SEE SHEET T4.1 ENERGY CODE COMPLIANCE OCCUPANCY GROUP(S) CHAPTER 3 COMMENTS / CODE REFERENCE RM 100, 101, 102, 103, RM 104,105, 106, 107, 108, 109, 110, 111,112, 208, 212, 306, 308, 312 3 PERMIT APPLICANT: UHC OF IDAHO 8155 CHINDEN BLDG BOISE, ID 83714 STANDING SEAM METAL ROOF SYSTEMS: BUTLER (ROOF & PURLINS) Contact: Mike Coffey mdcoffey@butlermfg.com EXTERIOR DOORS: CLOPAY (OVERHEAD DOORS) Contact: Chris Remick cremick@clopay.com STANLEY (SLIDING DOORS) Contact: Bill Gerardin william.gerardin@sbdinc.com ELECTRICAL: GRAYBAR Contact: Bruce Ledgerboard bruce.Iedgerwood@graybar.com STORAGE MATERIAL: MBCI (INT. & EXT METAL STUDS, D&U PANELS Contacts: Chris Roberts christopher.roberts@mbci.com JANUS (DOORS, TRIM & KICK PLATE) Contact: Beth Bryant bethb@janusintl.com DYNAMIC FASTENERS (ALL COLD-FORMED STEEL & SHEATHING FASTENERS) Contact: Jason Richardson JasonRichardson@Dynamicfastener.com INSULATED METAL PANEL (IMP) & NON-INSULATED EXTERIOR METAL PANELS: ATAS CONTACT: Minnie Robles mrobles@atas.com MBCI Contacts: Brian Garry brian.garry@metlspan.com GALVANIZED REINFORCING: COMMERCIAL METAL COMPANY Contact: Tim Woll Tim.Woll@cmc.com COVERED PARKING CANOPIES: BAJA CARPORTS Contact: Jeremy Cecaci jeremy@bajacarsports.com BUILDING CANOPIES: (OTHER THAN AT STORAGE ENTRANCE) SKYSCAPE CANOPIES Contact: Chase King chase@skypecanopies.com MECHANICAL: TRANE (EQUIPMENT) CONTACT: Chad Barnett chad.barnett2@trane.com AIR DISTRIBUTION CONCEPTS (FABRIC DUCT) Contacts: Chris Pavlatos cpav@adctubes.com EXTERIOR PRE-FABRICATED STORAGE LOCKERS: TRACHTE CONTACT: Kirsten Menzies kmenzies@trachte.com MILLER BUILDINGS Contacts: Louis Gilmore LouisGilmore@MillerBldgs.com 19. CONTRACTOR TO COORDINATE EXPANDABILITY OF ALL STAND ALONE PRE-ENGINEERED METAL BUILDING (PEMB) WITH OWNER REPRESENTATIVE. 20. ELEVATIONS SHOWN ARE BASED OFF THE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK (DSD Book). PRIOR TO ORDERING AND INSTALLATION OF MATERIAL, COORDINATION WITH THE LATEST DSD BOOK. CONTACT FACILITY IMAGING GROUP,. OWNERS REP, AND ARCHITECT IF ANY EXTERIOR MECHANICAL, ELECTRICAL, PLUMBING, OR OTHER CONFLICTS EXIST. REFER TO U-HAUL INTERNATIONAL STANDARD SPECIFICATIONS FOR MATERIAL, INSULATION AND FINISH REQUIREMENTS. ELEVATIONS SHOWN ARE BASED OFF OF THE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK (DSD BOOK). PRIOR TO ORDERING AND INSTALLATION OF MATERIAL, COORDINATE WITH THE LATEST DSD BOOK. CONTACT FACILITY IMAGING GROUP, OWNERS REP, AND ARCHITECT IF ANY EXTERIOR MECHANICAL, ELECTRICAL, PLUMBING, OR OTHER CONFLICTS EXIST. ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER - NO SUBSTITUTIONS. 3 3 II-BCONSTRUCTION TYPE CHAPTER 6 UL 78,000 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 CONVENTION12" MIN 305 20" MAX 510 12" MIN 305 TOP LANDING X RAMPS < 4" MAX 100 OBSTRUCTED HIGH FORWARD REACH FIGURE 308. 2. 2. A OBSTRUCTED HIGH FORWARD REACH FIGURE 308. 2. 2. B 10" MAX 255 UNOBSTRUCTED SIDE REACH FIGURE 308. 3.1. > 10" - 24" MAX 255 - 610 OBSTRUCTED HIGH SIDE REACH FIGURE 308. 3.2.B UNOBSTRUCTED FORWARD REACH FIGURE 308. 2.1 TYPICAL RESTROOM SIGNS 2012 IBC ARTICLE 2902.4 33 - 36 480 - 915 BOTTOM LANDING NOTE: X = TREAD DEPTH STAIRS HANDRAIL EXTENSIONS RADIUS 1/2" MAX 13 30° MAX (A) RADIUS OF TREAD EDGE ( TYPICAL FOR ALL PROFILES) (B) ANGLED RISER (C) CURVED NOSING STAIR NOSING DOJ 2010 STANDARDS: FIGURE 504.5 WALKING SURFACE A PERMITTED ELEMENT OR ITS EXTENSION FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH FIGURE 404. 2. 3. 1. A (C) (A) STAIRS (B) RAMPS WALKING SURFACES HANDRAIL HEIGHT DOJ 2010 STANDARDS: TITLES II & III - 505.4 MANEUVERING CLEARANCES AT MANUAL SWING DOORS AND GATES DOJ 2010 STANDARDS: TITLES II & III - FIGURES AS NOTED 54"min. 1370 6" MAX 150 915 36" 12" MAX 305 990 - 1040 39"- 41" 42" min 1065 T.P.H. 7"-9" 16" - 18" 455 FRONT ELEVATION METAL CANE DETECTION BARRIER CUPS HAND MAIN LEVEL UNDER STAIR DRYER SIDE ELEVATION SOAP DISPENSER TOWELS TOWELS LIGHTS WASTE SANITARY NAPKINS TRASH 8" 205 MIN KNEE CLEAR 17" min 430 6" 150 max TOE CLEAR LAVATORY CLEARANCES INSULATED PIPES PROVIDE CANE DETECTION APRON COMPLIANT WITH ANSI A117 8" 205 MIN 6" 150 max DRINKING FOUNTAINS & WATER COOLERS CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS (22 2 N) IN COMPLIANCE WITH ARTICLE 309.4 0F ICC ANSI A117.1 2003. LEVER-OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED FAUCET MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS IF SELF-CLOSING VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS IN COMPLIANCE WITH ARTICLE 606.4 0F ICC ANSI A117 .1 2003. VERTICAL CLEARANCE DOJ 2010 STANDARDS: TITLES II & III - FIGURE 307.4 1' - 0" VAN ACCESSIBLE MOUNTED SIGN (NOT IN THE PATH OF TRAVEL) RESERVED PARKING RAMP 1:12 MAX SLOPE VERIFY FINE AMOUNT PRIOR TO FABRICATION OF SIGN $250 FINE SLOPE NOTE: PRIOR TO FABRICATION / INSTALLATION COORDINATE WITH LOCAL AUTHORITY CODE REQUIREMENTS.ADJOINING SURFACE MAXIMUM SLOPE 20 1 FINISH SURFACE AS OCCURS WALL MOUNTED SIGN DETAIL NOT TO SCALE CURB RAMP DOJ 2010 STANDARDS: TITLES II & III - FIGURE 406.2, 406.3, 406.4 36" min 915 CURB RAMP SLOPE SEE PLANS FOR SIGN TYPE AND DIMENSIONS SLOPE CURB WALKING SURFACE FLARED SIDES 1:10 MAX SLOPE 2. LANDING CL ALL SIGNS SHALL MEET ADA ACCESSIBILITY VEHICLE CODE REQUIREMENTS. MISC. FIXTURES MOUNTING HEIGHTS SCALE: 1/4" = 1' - 0" 9" AREA TO BE MARKED MIN. EXIT STAIR DOWN EXIT 24" x 48" MIRROR 610 X 1220 17" - 19" 430-485 TACTILE SIGN POSITION AT RESTROOMS ICC ANSI A117.1 2009 SECTION 703 / DOJ 2010 STANDARD TITLES II & III SECTION 703 AREA OF REFUGE ACCESSIBLE EXIT TYPICAL TACTILE SIGNS A HIGHLIGHTED ELEMENT IN ELEVATION OR PLAN LOCATION ZONE OF ELEMENT, CONTROL OR FEATURE FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH FIGURE 404. 2. 3. 1. C LATCH APPROACH, PUSH SIDE, FIGURE 404. 2. 3. 1. H HINGE APPROACH, PUSH SIDE, FIGURE 404. 2. 3. 1. F WOMEN/MEN/UNISEX ADA SIGN (S) SEE PLANS FOR RESTROOM TYPE A WALL, FLOOR, CEILING OR OTHER ELEMENT CUT IN SECTION OR PLAN (D) BEVELED NOSING 18" min 455 12" min 305 24" min 610 180 degree Q CENTERLINE 24" min 610 BOUNDARY OF CLEAR FLOOR SPACE OR MANEUVERING CLEARANCE Q GREATER THAN OR EQUAL TO 1 1/2" MAX 38 1 1/2" MAX 38 HINGE APPROACH, PUSH SIDE, DOOR FIGURE 404. 2. 3 1 C REACH RANGES DOJ 2010 STANDARDS: TITLES II & III - FIGURES AS NOTED 9" 2012 IB ARTICLE 2902.4 TAC TILE SIGN (SEE PLAN FOR RESTROOM TYPE) BOTTOM OF TACTILE CHARACID TERS GREATER THAN LESS THAN OR EQUAL TO MIN MAX DIMENSION SHOWING A RANGE WITH MINIMUM - MAXIMUM 12" MIN 305 > 20" - 25" MAX 510 - 635 WOMEN MEN RESTROOM 36 915 6 150 DIMENSION FOR SMALL MEASUREMENTS DESCRIPTION DIMENSION SHOWING ENGLISH UNITS (IN INCHES UNLESS OTHERWISE SPECIFIED) ABOVE THE LINE AND SI UNITS (IN MILLIMETERS UNLESS OTHERWISE SPECIFIED) BELOW THE LINE MINIMUM MAXIMUM LESS THAN DIRECTION OF TRAVEL OR APPROACH BOTTOM OF TOP TAC TILE CHARACID TERS BOTTOM OF LOWEST BRAILLE CHEARAC TERS ACCESSIBILITY NOTES :- 1.ALL WORK/IMPROVEMENTS SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF ALL GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER THE WORK/IMPROVEMENTS (INCLUDING, WITHOUT LIMITATION, ALL APPLICABLE ZONING, BUILDING, FIRE, HEALTH, HANDICAP ACCESSIBILITY AND ENVIRONMENTAL LAWS) . THE SLOPE OF PUBLIC WALKS SHALL NOT EXCEED MAXIMUM CROSS SLOPE OF 2% . 3. WALKING SURFACE SLOPING GREATER THAN 2% SHALL BE SLIP RESISTANT . 4. 96" MIN 96" MIN ACCESS AISLE VEHICLE PARKING SPACES DOJ 2010 STANDARDS: TITLES II & III - FIGURE 505.2, TACTILE SIGN POSITION AT EXIT DOORS ICC ANSI A 117.1 2003 : SECTION 703 LEGEND AND ACCESSIBILITY NOTES 96" MIN PROVIDE A 60" X 60" MINIMUM LANDING ON STRIKE SIDE OF DOOR WITH 44" MINIMUM WIDTH IN DIRECTION OF TRAVEL . 5. WALKS SHALL EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF AN EXIT DOOR THAT SWINGS TOWARD THE WALK . 80 " M I N . @ P E D E S T R I A N A R E A 60 " @ L A N D S C A P E D A R E A 60 " T O F . F . 34 " - 3 8 " 86 5 - 9 6 5 27 " MA X 68 5 6" 1' - 6 " 6" 34 " - 3 8 " 86 5 - 9 6 5 34 " - 3 8 " 86 5 - 9 6 5 27 " M A X 58 5 X < 8 0 " 20 3 0 39 " - 4 1 " 48 " M A X 12 2 0 99 0 - 1 0 4 0 33 " - 3 6 " 48 0 - 9 1 5 18 " MI N 45 5 60 " m i n 15 2 5 48 " M A X 12 2 0 36 " m i n 91 5 44 " M A X 4 3 0 - 4 8 5 17 " - 1 9 " 11 2 0 33 " - 3 6 " 48 0 - 9 1 5 48 " M A X 12 2 0 44 " M A X 11 2 0 19 " M I N 46 5 48 " m i n 12 2 0 74 " 1 8 8 3 m i n 40 " 1 0 2 5 m a x 34 " 8 6 5 m a x 29 " 7 3 6 m i n 27 " 6 2 5 m i n 9" 3 2 0 mi n 48 " m i n 12 2 0 15 " M I N 38 0 48 " M A X 12 2 0 34 " M A X 46 " M A X 11 7 0 9" 3 2 0 mi n 27 " m i n 38 6 36 " M A X 91 5 48 " m i n 12 2 0 15 " M I N 38 0 48 " M A X 12 2 0 48 " 12 2 0 60 " 15 2 5 48 " - 6 0 " 12 2 0 - 1 5 2 5 FU L L L E N G T H P A R K I N G S P A C E BG DZ TYPICAL ADA STANDARDS T1.2 TRUE NORTH PROJECT NORTH EGRESS NOTES EGRESS SYMBOLS 1/16" = 1'-0" SCALEFIRST FLOOR EGRESS PLAN 1 NN A B C E D 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 319 1. THE PATH OF EXIT TRAVEL TO EXITS IN THE BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF I.F.C. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED, AS NECESSARY, TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET (30480 MM) FROM THE NEAREST VISIBLE SIGN. 2. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5-FOOT-CANDLES (54") FROM EITHER OF TWO ELECTRIC LAMPS. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND BE LISTED FOR THE PURPOSE. 3. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL. SYSTEM FROM STORAGE BATTERIES, UNIT EQUIPMENT AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. 4. ANY TIME A BUILDING OR PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESS SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT THE INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES OF ELECTRICAL SUPPLY. 5. PROVIDE TACTILE EXIT SIGNS IMMEDIATELY ADJACENT TO THE DOOR ON THE STRIKE SIDE AT 60" ABOVE FINISHED FLOOR, SO THEY ARE FULLY VISIBLE WHEN THE DOOR IS IN AN OPEN OR CLOSED POSITION IN THE FOLLOWING LOCATIONS: A.EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE WORD, "EXIT ". B.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: 1."EXIT STAIR DOWN" 2."EXIT RAMP DOWN" 3."EXIT STAIR UP" 4."EXIT RAMP UP" C.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, 'EXIT ROUTE". D.EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR HALLWAY THAT IS REQUIRED TO HAVE VISUAL EXIT SIGN. SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE". 6. PROVIDE A MINIMUM OF (1) 2A-10B:C FIRE EXTINGUISHER PER 3,000 SQUARE FEET OF FLOOR AREA WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET. MOUNTED IN AN ACESSIBLE LOCATION. 7. LOCATE FIRE EXTINGUISHERS AT A MAX TRAVEL DISTANCE OF 75'-0" APART OR PER THE DIRECTION OF THE FIRE MARSHALL. EXTINGUISHER LOCATIONS ARE NOTED BY PLAN SYMBOL. 8. PROVIDE A KNOX BOX AND FIRE RISER ROOM SIGNAGE AT THE FIRE SPRINKLER RISER ROOM. 9. SEE FLOOR PLANS FOR WALL INFORMATION AND FIRE RESISTANCE RATING. 1 FIRE EXTINGUISHER FINAL LOCATION AND QUANTITY TO BE FIELD VERIFIED EXIT SIGNS PATH OF EGRESS TRAVEL 1-HOUR FIRE RATED PARTITION NO EXIT - EXISTING DOOR MAINTAINED IN A CLOSED AND LOCKED POSITION TACTILE EXIT SIGN LOCATION TACTILE ACCESSIBLE EXIT SIGN LOCATION SEE T1.3 FOR MORE INFORMATION WIDTH CAP ACT ACTUAL EXIT CAPACITY TRAVEL DISTANCE ALLOWED: SEE T1.1 MAXIMUM TRAVEL DISTANCE: 215'-0" CLEAR WIDTH MAXIMUM EXIT CAPACITY TRAVEL DISTANCE TO EXIT = 94'-10" S-1 OCCUPANCY 8,632 S.F. / 500 OL = 18 S-1 OCCUPANCY 1,633 S.F. / 300 OL = 6S-1 OCCUPANCY 1,460 S.F. / 300 OL = 5 M OCCUPANCY 2,970 S.F. / 300 OL = 50 2 3 F 1-HOUR SHAFT ENCLOSURE (CONSTRUCTED AS FIRE BARRIER) 325' - 6 1 4" BUI L D I N G D I A G O N A L 3 2 5 ' - 6 1 4"/ 3 = 1 0 8 ' - 6 " M I N I M U M S E P A R A T I O N O F E X I T S 2'-10" 170 6 DOOR 4'-0" 160 9 STAIR 4'-0" 240 5 DOOR 4'-0" 240 25 DOOR 2'-10" 170 25 DOOR 2'-10" 170 15 DOOR 2'-10" 170 6 DOOR 4'-0" 160 10 STAIR 20 2 ' - 9 7 16" 2'-10" 170 6 DOOR TR A V E L D I S T A N C E T O E X I T = 9 8 ' - 9 " TRAVEL DISTANCE TO EXIT = 153'-7" F F F F F F F F F F F F 3 3 3 3 3 TRAVEL DISTANCE TO EXIT = 100'-9" SELF-STORAGE 112 SELF-STORAGE 111R&D AREA 104 SHOWROOM 100 TRAVEL DISTANCE TO EXIT = 172'-6" SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ FIRST FLOOR EGRESS PLAN T2.1 REFER TO SHEET A2.1 FOR WALL TYPES AND RELATED NOTES. REFER TO SHEET A7.0 FOR DOOR TYPES AND RELATED NOTES. ALL DOOR AND WINDOW DIMENSIONS ARE TO CENTERLINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS, AND FINAL COLOR SELECTION ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER - NO SUBSTITUTIONS. 3 TRUE NORTH PROJECT NORTH EGRESS NOTES EGRESS SYMBOLS 1/16" = 1'-0" SCALESECOND FLOOR EGRESS PLAN 1 NN 1. THE PATH OF EXIT TRAVEL TO EXITS IN THE BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF I.F.C. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED, AS NECESSARY, TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET (30480 MM) FROM THE NEAREST VISIBLE SIGN. 2. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5-FOOT-CANDLES (54") FROM EITHER OF TWO ELECTRIC LAMPS. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND BE LISTED FOR THE PURPOSE. 3. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL. SYSTEM FROM STORAGE BATTERIES, UNIT EQUIPMENT AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. 4. ANY TIME A BUILDING OR PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESS SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT THE INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES OF ELECTRICAL SUPPLY. 5. PROVIDE TACTILE EXIT SIGNS IMMEDIATELY ADJACENT TO THE DOOR ON THE STRIKE SIDE AT 60" ABOVE FINISHED FLOOR, SO THEY ARE FULLY VISIBLE WHEN THE DOOR IS IN AN OPEN OR CLOSED POSITION IN THE FOLLOWING LOCATIONS: A.EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE WORD, "EXIT ". B.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: 1."EXIT STAIR DOWN" 2."EXIT RAMP DOWN" 3."EXIT STAIR UP" 4."EXIT RAMP UP" C.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, 'EXIT ROUTE". D.EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR HALLWAY THAT IS REQUIRED TO HAVE VISUAL EXIT SIGN. SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE". 6. PROVIDE A MINIMUM OF (1) 2A-10B:C FIRE EXTINGUISHER PER 3,000 SQUARE FEET OF FLOOR AREA WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET. MOUNTED IN AN ACESSIBLE LOCATION. 7. LOCATE FIRE EXTINGUISHERS AT A MAX TRAVEL DISTANCE OF 75'-0" APART OR PER THE DIRECTION OF THE FIRE MARSHALL. EXTINGUISHER LOCATIONS ARE NOTED BY PLAN SYMBOL. 8. PROVIDE A KNOX BOX AND FIRE RISER ROOM SIGNAGE AT THE FIRE SPRINKLER RISER ROOM. 9. SEE FLOOR PLANS FOR WALL INFORMATION AND FIRE RESISTANCE RATING. A B C 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 E D 9 1 FIRE EXTINGUISHER FINAL LOCATION AND QUANTITY TO BE FIELD VERIFIED EXIT SIGNS PATH OF EGRESS TRAVEL 1-HOUR FIRE RATED PARTITION NO EXIT - EXISTING DOOR MAINTAINED IN A CLOSED AND LOCKED POSITION TACTILE EXIT SIGN LOCATION TACTILE ACCESSIBLE EXIT SIGN LOCATION SEE T1.3 FOR MORE INFORMATION WIDTH CAP ACT ACTUAL EXIT CAPACITY TRAVEL DISTANCE ALLOWED: SEE T1.1 MAXIMUM TRAVEL DISTANCE: 189'-9" CLEAR WIDTH MAXIMUM EXIT CAPACITY 2 3 F 1-HOUR SHAFT ENCLOSURE (CONSTRUCTED AS FIRE BARRIER) S-1 OCCUPANCY 9,261 S.F. / 500 OL = 19 325' - 6 1 4" BUI L D I N G D I A G O N A L 3 2 5 ' - 6 1 4"/ 3 = 1 0 8 ' - 6 " M I N I M U M S E P A R A T I O N O F E X I T S 4'-0" 160 9 STAIR 2'-10" 170 9 DOOR 2'-10" 170 10 DOOR 4'-0" 160 10 STAIR 20 2 ' - 9 7 16" TRAVEL DISTANCE TO EXIT = 189'-9" 3 TRAVEL DISTANCE TO EXIT = 172'-6" TRAVEL DISTANCE TO EXIT =114'-11" F F F F F F F F F F F F F F SELF-STORAGE 212 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ SECOND FLOOR EGRESS PLAN T2.2 REFER TO SHEET A2.1 FOR WALL TYPES AND RELATED NOTES. REFER TO SHEET A7.0 FOR DOOR TYPES AND RELATED NOTES. ALL DOOR AND WINDOW DIMENSIONS ARE TO CENTERLINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS, AND FINAL COLOR SELECTION ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER - NO SUBSTITUTIONS. 3 TRUE NORTH PROJECT NORTH EGRESS NOTES EGRESS SYMBOLS 1/16" = 1'-0" SCALETHIRD FLOOR EGRESS PLAN 1 NN 1. THE PATH OF EXIT TRAVEL TO EXITS IN THE BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF I.F.C. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED, AS NECESSARY, TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET (30480 MM) FROM THE NEAREST VISIBLE SIGN. 2. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5-FOOT-CANDLES (54") FROM EITHER OF TWO ELECTRIC LAMPS. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND BE LISTED FOR THE PURPOSE. 3. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL. SYSTEM FROM STORAGE BATTERIES, UNIT EQUIPMENT AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. 4. ANY TIME A BUILDING OR PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESS SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT THE INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT THE FLOOR LEVEL. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES OF ELECTRICAL SUPPLY. 5. PROVIDE TACTILE EXIT SIGNS IMMEDIATELY ADJACENT TO THE DOOR ON THE STRIKE SIDE AT 60" ABOVE FINISHED FLOOR, SO THEY ARE FULLY VISIBLE WHEN THE DOOR IS IN AN OPEN OR CLOSED POSITION IN THE FOLLOWING LOCATIONS: A.EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE WORD, "EXIT ". B.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: 1."EXIT STAIR DOWN" 2."EXIT RAMP DOWN" 3."EXIT STAIR UP" 4."EXIT RAMP UP" C.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, 'EXIT ROUTE". D.EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR HALLWAY THAT IS REQUIRED TO HAVE VISUAL EXIT SIGN. SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE". 6. PROVIDE A MINIMUM OF (1) 2A-10B:C FIRE EXTINGUISHER PER 3,000 SQUARE FEET OF FLOOR AREA WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET. MOUNTED IN AN ACESSIBLE LOCATION. 7. LOCATE FIRE EXTINGUISHERS AT A MAX TRAVEL DISTANCE OF 75'-0" APART OR PER THE DIRECTION OF THE FIRE MARSHALL. EXTINGUISHER LOCATIONS ARE NOTED BY PLAN SYMBOL. 8. PROVIDE A KNOX BOX AND FIRE RISER ROOM SIGNAGE AT THE FIRE SPRINKLER RISER ROOM. 9. SEE FLOOR PLANS FOR WALL INFORMATION AND FIRE RESISTANCE RATING. A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 E D 1 FIRE EXTINGUISHER FINAL LOCATION AND QUANTITY TO BE FIELD VERIFIED EXIT SIGNS PATH OF EGRESS TRAVEL 1-HOUR FIRE RATED PARTITION NO EXIT - EXISTING DOOR MAINTAINED IN A CLOSED AND LOCKED POSITION TACTILE EXIT SIGN LOCATION TACTILE ACCESSIBLE EXIT SIGN LOCATION SEE T1.3 FOR MORE INFORMATION WIDTH CAP ACT ACTUAL EXIT CAPACITY TRAVEL DISTANCE ALLOWED: SEE T1.1 MAXIMUM TRAVEL DISTANCE: 189'-9" CLEAR WIDTH MAXIMUM EXIT CAPACITY 2 3 F 1-HOUR SHAFT ENCLOSURE (CONSTRUCTED AS FIRE BARRIER) TRAVEL DISTANCE TO EXIT =114'-11" S-1 OCCUPANCY 9,371 S.F. / 500 OL = 19 4'-0" 160 9 STAIR 2'-10" 170 9 DOOR 2'-10" 170 10 DOOR 4'-0" 160 10 STAIR 20 2 ' - 9 7 16" TRAVEL DISTANCE TO EXIT = 189'-9" F F F F F F F F F F F 3 3 F F F TRAVEL DISTANCE TO EXIT = 172'-6" 325' - 6 1 4" BUI L D I N G D I A G O N A L 3 2 5 ' - 6 1 4" = 1 0 8 ' - 6 " M I N I M U M S E P A R A T I O N O F E X I T S SELF-STORAGE 312 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 0 9 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ THIRD FLOOR EGRESS PLAN T2.3 REFER TO SHEET A2.1 FOR WALL TYPES AND RELATED NOTES. REFER TO SHEET A7.0 FOR DOOR TYPES AND RELATED NOTES. ALL DOOR AND WINDOW DIMENSIONS ARE TO CENTERLINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS, AND FINAL COLOR SELECTION ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER - NO SUBSTITUTIONS. 3 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ ENERGY CODE COMPLIANCE T4.1 SHEET 3 FIRE RATED WALL ASSEMBLIES TILT UP CONCRETE WALL (2 HOUR) TYPE: CT EXTERIOR INTERIOR R-VALUE: ---- UL ASSEMBLY #: SEE NOTE 3 TYPE: MP INSULATED METAL WALL PANEL AT EXTERIOR (2 HOUR) EXTERIOR INTERIOR R-VALUE: SEE T1.1 FURRING STRIPS AS REQUIRED UL ASSEMBLY #: W413 TYPE: G CMU WALL ASSEMBLY (*) INTERIOR INTERIOR R-VALUE: ---- UL ASSEMBLY #: *SEE NOTE 5 TYPE: H INTERIOR COLD FORMED STEEL WALL ASSEMBLY (1 HOUR) INTERIOR INTERIOR R-VALUE: ---- UL ASSEMBLY #: SEE NOTE 6 TYPE: H1 INTERIOR COLD FORMED STEEL WALL ASSEMBLY (1 HOUR) INTERIOR INTERIOR (STORAGE / AISLE SIDE) R-VALUE: ---- U-PANEL OR D-PANEL PER PLANS UL ASSEMBLY #: SEE NOTE 6 TYPE: H3 KICK PLATE (AISLE SIDE) INTERIOR COLD FORMED STEEL WALL ASSEMBLY (3 HOUR) INTERIOR INTERIOR (STORAGE / AISLE SIDE) R-VALUE: ---- U-PANEL OR D-PANEL PER PLANS UL ASSEMBLY #: UL W460 KICK PLATE (AISLE SIDE) 39'-3" TOP OF PARAPET 42'-3" APPROX. BLDG HEIGHT (T.O. PARAPET - HIGH SIDE) 75'-0" MAXIMUM ALLOWABLE BLDG HEIGHT 23'-2" 3RD FLOOR F.F.E. 12'-6" 2ND FLOOR F.F.E. SEE ELEVATIONS T.O. SLAB FIRST FLOOR 75 ' - 0 " 32 ' - 9 " 3' - 0 " 16 ' - 1 " 51 ' - 0 " 10 ' - 8 " 12 ' - 0 " GL TYPE II-B S-1 OCCUPANCY S-1 (2) TYPE II-B S-1 OCCUPANCY S-1 (1) TYPE II-B M/S-1 OCCUPANCY M/S-1 (1) 1.WATER-RESISTANT GYPSUM WALL BOARD TO BE USED TO WET LOCATIONS (VERIFY LOCATIONS BASED ON PLUMBING WALLS AND PLUMBING FIXTURES AS SHOWN ON THE BUILDING FLOOR PLANS.) 2.PRE-FINISHED D-PANEL TO APPLIED OVER ALL GYPSUM WALL BOARD AT METAL STUD WALL TYPES THAT OCCUR AT AISLES (VERIFY LOCATIONS AS SHOWN ON THE BUILDING FLOOR PLANS.) 3.5-1/2" EQUIVALENT THICKNESS - 2 HOURS FIRE RESISTANCE RATING (MAX) PER IBC CHAPTER 7. 4.8" EQUIVALENT THICKNESS - 3 HOUR FIRE RESISTANCE RATED PER IBC CHAPTER 7 5.7-5/8" EQUIVALENT THICKNESS - 3 HOUR FIRE RESISTANCE RATING WHEN FULLY GROUTED, PER IBC CHAPTER 7 OR UL DESIGN NO. U935 SYSTEM B EQUIVALENT. 6.NON-LOAD BEARING - 2 HOUR FIRE RESISTANCE UL ASSEMBLY RATING PER GENERIC ASSEMBLY GYPSUM ASSOCIATION FILE NUMBER WP-1072 OR IBC CHAPTER 7. UL DESIGN NO. V497 CAN BE UTILIZED AS AN ALTERNATE ASSEMBLY. 7.ALL WALL AND ROOF INSULATION INFORMATION SHALL BE PER ENERGY CODE ANALYSIS ON T1.1 UNLESS NOTED OTHERWISE. 8.SEE ENERGY CODE ANALYSIS ON T1.1 FOR VAPOR AND AIR BARRIER REQUIREMENTS AND LOCATION. NOTES (3) LAYERS OF 5/8" GYPSUM WALLBOARD (TYPE X) INSULATED METAL PANEL (IMP) PER PLANS COLD FORMED STEEL "C" GIRT PER PLANS CONCRETE MASONRY UNIT (CMU) PER PLANS 3-5/8" COLD FORMED STEEL STUDS PER PLANS 5/8" GYPSUM WALLBOARD (TYPE X) BOTH SIDES 3-5/8" COLD FORMED STEEL STUDS PER PLANS (3) 5/8" LAYERS GYPSUM WALLBOARD (TYPE X) BOTH SIDES 3-5/8" COLD FORMED STEEL STUDS PER PLANS 5/8" GYPSUM WALLBOARD (TYPE X) BOTH SIDES REINFORCED CONCRETE TILT-UP PANEL PER PLANS 1/2" = 1'-0" SCALEBUILDING SECTION 1 NO T U S E D SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 KZ FIRE-RATED WALL SECTIONS T4.2 NOT U S E D SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 KZ FIRE-RATED ASSEMBLY T4.3 NOT U S E D SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 KZ FIRE-RATED ASSEMBLY T4.4 NOT U S E D SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 KZ FIRE-RATED ASSEMBLY T4.5 NOT U S E D SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 KZ FIRE-RATED ASSEMBLY T4.6 (SEC. 20, T. 6 N., R. 40 E.B.M.) CONSTRUCTION DRAWINGS FOR: UHAUL OF REXBURG REXBURG, IDAHO SEPTEMBER 2022 civil & structural engineering materials testing & land surveying 101 S. Park Avenue, Idaho Falls , ID 83402, (208)524-0212 800 W. Judicial Street, Blackfoot , ID 83221, (208)785-2977hleincc.com PROJECT LOCATION SHEET C1 COVER SHEET SHEET C2 GENERAL NOTES SHEET C3 DEMOLITION SHEET C4 GENERAL LAYOUT SHEET C5 GRADING PLAN SHEET C6 UTILITY PLAN SHEET C7 STORM TECH PLAN AND PROFILES SHEET C8 SEWER PLAN AND PROFILE SHEET C9 DETAILS SHEET C10 STORM TECH DETAILS SHEET C11 STORM WATER POLLUTION PREVENTION PLAN VICINITY MAP City of Rexburg Date: HLE, Inc. Date: APPROVAL SIGNATURES: Department of Environmental Quality Date: SITE BOISE IDAHO FALLS BLACKFOOT TWIN FALLS POCATELLO INKOM RIGBY REXBURG 15 15 20 86 84 84 20 26 30 MERIDIAN CITY OF REXBURG 9-28-22 Andrew Ferguson 2022.09.28 17:16:39-06'00' CHECK BY DATE SHEETS DRAWN BY REVISIONS OF SHEET NO. DESIGN BY BLJSWRHLE JOB NO: DATE: 22-526 SEPTEMBER 2022 RE X B U R G , I D A H O U- H A U L O F R E X B U R G 11 CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ci v i l & s t r u c t u r a l e n g i n e e r i n g ma t e r i a l s t e s t i n g & l a n d s u r v e y i n g 10 1 S . P a r k A v e n u e , Id a h o F a l l s , I D 8 3 4 0 2 , ( 2 0 8 ) 5 2 4 - 0 2 1 2 80 0 W . J u d i c i a l S t r e e t , Bl a c k f o o t , I D 8 3 2 2 1 , ( 2 0 8 ) 7 8 5 - 2 9 7 7 hl e i n c . c o m CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c GE N E R A L N O T E S C2 GENERAL NOTES 1. All materials, workmanship, and construction of site improvements shall meet or exceed the work standards and specifications set forth by the CITY OF REXBURG Water, Street, and Sanitation Departments and/or requirements of the Idaho Standards for Public Works Construction, (ISPWC) current edition. 2. All material furnished on or for the project must meet the minimum requirements of the approving agencies or as set forth herein, whichever is more restrictive. 3. The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based on records of the various utility companies and where possible, measurements taken in the field. The Contractor must call the local utility location center at least 48 hours before any excavation to request exact field locations of the utilities. 4. A Pre-Construction Conference shall be held a minimum of three (3) working days prior to start of work. All Contractors, Subcontractors and/or Utility Contractors shall be present. 5. All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat. 6. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage improvements are in place and functioning. 7. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body including but not limited to, barricades, safety devices, control of traffic, excavation, trenching, shoring, and security within and around the construction area. 8. Contractors must furnish proof that all materials installed on this project meet the requirements of Note # 2 above at the request of the agency and/or Engineer. 9. HLE must give approval prior to (a) backfilling trenches for pipe; (b) placing of aggregate base; (c) placing of concrete; (d) placing of asphalt pavement. Work done without such approval shall not relieve the Contractor from the responsibility of performing the work in an acceptable manner. Contract work will not be accepted by the CITY OF REXBURG without the approval of the Project Engineer. 10. Inspection SHALL be conducted by the CITY OF REXBURG, Public Works Inspector on all work performed within the public road right-of-way. Twenty-four (24) hours notice shall be given prior to any construction and inspection. 11. Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final approval. 12. Only plan sets marked "Approved for Construction" shall be used by the project contractor(s). Use of any plans on the job without the "Approved for Construction" stamp shall be grounds for the issuance of a stop work order. Contractor must also maintain a set of plans stamped with approval by the Department of Environmental Quality on site. 13. Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or NOT's, and preparing a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the Environmental Protection Agency. Contact the EPA at 208.378.5776 for the required information. Said permit shall be presented to the Engineer at least forty-eight (48) hours prior to the beginning of construction. 14. The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt tracked in from the site. 15. All measures possible shall be taken to ensure erosion control with Best Management Practices. 16. Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a large discrepancy contact the Engineer. 17. All work must meet standards set forth by the American Disabilities Act (ADA). 18. Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill compaction. 19. All water valves, blow-offs and manholes will be placed so as not to conflict with any concrete curb, gutter, valley gutter, and sidewalk improvements. 20. Harper-Leavitt Engineering and/or Inspector shall make periodic visits to the project location to ensure that the site improvements meet or exceed standards and design as per the approved construction drawings. 21. To receive final acceptance, Contractor must submit copy of field plans complete with construction notes and As-Built information, corrections, changes, etc. 22. Contractor must have ISPWC Manual (current edition) on-site during all phases of construction. Failure to do so JUNE result in non-acceptance of the site by DEQ, Engineer, City, etc. 23 A copy of the Quality Control Signature sheet (with all applicable signatures) shall be delivered to HLE prior to the walk-thru. STREET CONSTRUCTION 1. All construction within public right-of-way shall conform to the current edition of the ISPWC. No exceptions to Policy Standards and the ISPWC will be allowed unless specifically and previously approved in writing by the CITY OF REXBURG. 2. No construction shall begin before the Pre-Construction meeting, which the Contractor is required to attend. 3. Sanitary sewer and storm drain manhole structures shall be set to specified elevation by their respective contractors. All remaining manhole materials, except concrete collars, necessary to construct manhole to finished grade in pavement areas shall be furnished by the Contractor for placement at finished grade. For manholes not within pavement areas, the manhole rings shall be set to finished grade by their respective contractor. Contractor shall contact the CITY OF REXBURG twenty-four (24) hours prior to pouring concrete collars. 4. Contractor shall construct three and one-half inches (3-1/2") of asphalt pavement thickness at joint locations for all pavement matches. 5. All reinforced concrete pipe shall conform to ASTM C-76 Specifications for the class of pipe indicated, and shall be installed watertight. 6. All work will be inspected by the CITY OF REXBURG in accordance with the latest edition of the "Construction Quality Assurance Manual". 7. Borrow shall be obtained from sources designated or approved in writing by the Engineer. 8. Clearing and grubbing shall consist of removing all natural and artificial objectionable materials. Under no circumstances shall roadways be placed on frozen or objectionable material. 9. The subgrade shall be excavated and bladed to remove all uneven areas and to secure a uniform surface true to grade and line. The subgrade material shall then be scarified to a depth of eight inches (8"), adjusted to within approximately 2% of optimum moisture content and compacted to the minimum density required as stated in ISPWC. 10. All concrete used shall be Class 4 and have a strength of four thousand (4000) PSI in twenty-eight (28) days. The mix design for this concrete shall be approved by the Engineer. All concrete shall be cured by a liquid membrane-forming curing compound method, unless otherwise specified in writing by the Engineer. 11. All road stripping and excess topsoil shall be stockpiled out of the right-of-way and stored at Contractor's expense. DEPARTMENT OF ENVIRONMENTAL QUALITY WILLIAM TEUSCHER, WATER QUALITY ENGINEER 900 N SKYLINE DRIVE SUITE B IDAHO FALLS, IDAHO 83402 (208) 528-2650 CENTURY LINK NATHAN BURKE 48 N CENTER STREET REXBURG, IDAHO 83440 (208) 525-4262 CONTACTS INTERMOUNTIAN GAS COMPANY SARAH ROBINSON, CONSUMER SALES REP. 1527 HOLLIPARK DRIVE PO BOX 51220 IDAHO FALLS, IDAHO 83401 (208) 542-6612 ROCKY MOUNTAIN POWER VINCE PHILLIPS, CONSTRUCTION CONTACT (208) 390-8031 HARLEY LAURSEN, ESTIMATOR (208)359-4237 REXBURG, IDAHO 83440 CABLE ONE HEINZ SHREIER (208) 589-2401 1525 SHERRY DRIVE IDAHO FALLS, IDAHO 83403 (208) 523-4567 WATER CONSTRUCTION 1. Final approval and acceptance of all water construction will be by the CITY OF REXBURG Public Works Department. 2. No construction shall begin before the Pre-Construction meeting, which the Contractor is required to attend. 3. Water inspections will be by the CITY OF REXBURG Public Works Department and their decision shall be considered final. 4. All service lines shall be NSF 61 approved Poly tubing and installed using the following or equal. All service lines shall be installed to ensure electrical continuity for the full length of the service lines up to water meter. The use of couplings for service lines shall be restricted from being used. Service lines shall be one-inch (1") or one and one-half (1.5") unless otherwise directed by the Department of Water. 5. The horizontal separation of the water and sewer mains shall be a minimum of ten feet (10'). Where it is necessary for sewer, storm drain or irrigation (non-potable lines) and water to cross each other and the non-potable line is less than eighteen inches (18") below, or the non-potable line is above the water main, the non-potable line shall be PVC pressure pipe conforming to AWWA C-900 and watertight joints for a distance of ten feet (10') on both sides of the water main, or sleeve non-potable or potable main with potable water class pipe for ten (10) feet either side of crossing in accordance with Section 542.07 of the Idaho Public Drinking Water Standards. One full length of both water main and non-potable line shall be centered over the crossing point so that both joints will be as far from the crossing point as possible. In lieu of constructing or reconstructing the non-potable water main either the non-potable water main or water main JUNE be encased with a sleeving material acceptable to the Department for a distance of ten horizontal feet (10') on both sides of the crossing. 6. The water main shall be tested for pressure, flushing, and disinfection in accordance with ISPWC Section 401 and in accordance with AWWA Standard C651. 7. Water meters and all related appurtenance's, including radio read hardware, will be provided by the CITY OF REXBURG Water Department at the requester's expense. 8. The paving contractor shall set and pour concrete collars on all valves and manholes per ISPWC Standard Drawing SD-405. 9. Do not reinstall or leave in-place damaged piped. 10. Water Department approved "Marking/Detect Tape" shall be placed over all water lines. Tape shall be placed a minimum of six inches (6") and maximum of twelve inches (12") above all pipe. 11. All water services shall be reconnected to existing service lines. 12. All products in contact with potable water must comply with NSF61 regulations. 13. 12 gauge wire shall be shielded and taped to waterline. 14. Thrust blocks shall be installed per the latest edition of ISPWC SD-403. REXBURG PUBLIC WORKS JOEL GRAY, ENGINEER 35 NORTH 1ST EAST REXBURG, IDAHO 83440 (208) 359-3020 SEWER CONSTRUCTION 1. Final approval and acceptance of all sewer construction will be by the CITY OF REXBURG Public Works Department. 2. Sewer inspection will be by the CITY OF REXBURG Public Works Department and their decisions should be considered as final. The Contractor will notify the CITY OF REXBUREG Public Works Dept. forty-eight (48) hours prior to construction. The CITY OF REXBURG will provide periodic inspections of an eight-hour (8) day from 8:00 a.m. to 5:00 p.m., for a forty-hour (40) week. 3. Service lines shall be marked in accordance with the ISPWC specifications and Standard Drawing SD-512. Service line markers shall remain in place during construction and be present for final inspection. 4. Prior to Final Acceptance, after all utilities are installed and prior to paving, a water test shall be conducted. The Contractor shall contact the CITY OF REXBURG a minimum of twenty-four (24) hours prior to testing. All manholes shall be tested in accordance with the ISPWC. 5. The sewer contractor shall supply all lid assemblies and the required number of risers and grade rings. The sewer contractor shall field verify the elevation of the top of the manhole cone to assure that ring elevations match final street grades. The maximum height of the grade rings shall be such that the finish grade elevation of the manhole frame and cover shall not be more than twelve inches (12") above the manhole cone. 6. The paving contractor shall set the grade rings and pour the concrete collars per ISPWC Standard Drawing SD-508. The paving contractor shall contact the CITY OF REXBURG Public Works Dept. twenty-four (24) hours prior to pouring concrete collars. 7. The horizontal separation of the water and sewer mains shall be a minimum of ten feet (10'). Where it is necessary for sewer, storm drain, or irrigation (non-potable lines) and water to cross each other and the non-potable line is less than eighteen inches (18") below, or the non-potable line is above the water main, the non-potable line shall be a PVC pressure pipe conforming to AWWA C-900 and watertight joints for a distance of ten feet (10') on both sides of the water main, in accordance with Section 550.06 of the Idaho Public Drinking Water Standards. One full length of both water main and non-potable line shall be centered over the crossing point so that both joints will be as far from the crossing point as possible. 8. Groundwater levels shall be maintained below the bottom of the trench during the pipe laying and pipe joining operations. 9. All stationing on the Sanitary Sewer line relates to the street centerline stationing. 10. The sewer main shall be tested for deflection in accordance with the ISPWC. All sewer lines shall be televised with a closed circuit television camera in accordance with the ISPWC. No standing water shall be present. 11. The Contractor shall leave the excavation for the upstream end of all service lines open for field verification of the invert elevation by the CITY OF REXBURG Public Works Dept. Inspector. The Contractor shall not backfill the ends of service lines until he has obtained approval from the CITY OF REXBURG Public Works Inspector or made other arrangements for the verification of service line invert elevations. Invert elevations shown on plans are calculated at the end of the service lines. 12. The Contractor shall construct the sanitary sewer in accordance with the plans approved by the CITY OF REXBURG Public Works Department. These plans will be provided to the Contractor by the Project Inspector prior to construction. Work shall not be done without the current set of approved plans. 13. All sanitary sewer service lines shall be four inch (4") PVC, stubbed fifteen feet (15') into the lots. Sewer services must be placed with a minimum of 2% slope and identified by a 2"x4" board placed at the end of stub and painted green. 14. Standard sanitary sewer manholes to be constructed in accordance with ISPWC Standard Drawing SD-501,and Drop Manholes per ISPWC SD-504 with a wye and 45° elbowin lieu of a tee and 90° elbow. 15. All sanitary sewer service line trenches shall be tested for compaction in accordance with the ISPWC Standards. 16. Storm drain and irrigation street crossing shall utilize Type 1 bedding material, placed in six inch (6") layers as per ISPWC Typical Trench Detail, Drawing SD-301. 17. Storm drain manholes to be constructed in accordance with ISPWC Standard Drawing SD-612. 18. Do not reinstall or leave in-place damaged pipe. 19. Sewer Department approved "Marking/Detect Type" shall be placed over all sanitary sewer lines. Tape is to be placed a minimum of six inches (6") and maximum of twelve inches (12") above all pipe. CIVIL ENGINEER HLE, INC. LUKE JOLLEY, P.E. 800 JUDICIAL STREET BLACKFOOT, IDAHO 83221 (208) 226-5764 SURVEYOR HLE, INC. CLINT M. JOLLEY, P.L.S. 985 NORTH CAPITAL IDAHO FALLS, IDAHO 83402 (208) 524-0212 OWNER AMERCO 2727 NORTH CENTRAL PHOENIX, ARIZONA 85004 602-263-6502 ELECTRICAL CONSTRUCTION Coordinate all new electrical facilities with Rocky Mountain Power prior to construction. WATER HYDRANT WATER VALVE WATER METER WATER HYDRANT WATER VALVE WATER METER STORM MANHOLE CATCH BASIN STORM MANHOLE CATCH BASIN SEWER MANHOLE SEWER MANHOLE ELECTRIC POLEELECTRIC POLE DITCH FLOWLINE EPEDGE OF PVMT RW ROAD CENTERLINE RIGHT OF WAY EASEMENT LINE BOUNDARY LOT SECTION LINE SIGN SIGN ROW ROAD CENTERLINE RIGHT OF WAY EASEMENT LINE BOUNDARY LOT X X XFENCE EDGE OF WATER OHP 12''WTR 8'' SAN ( 12'' IRR ( SS SS SS SS SS OVERHEAD POWER 12''STM ) 12'' WWATERLINE 8'' SS (SEWERLINE 12'' I (IRRIGATION WS WS WS WS WSWATER SERVICE 12'' SD (STORM DRAIN WS WS WS WS SS SS SS SS SSSEWER SERVICE WATERLINE SEWERLINE WATER SERVICE STORM DRAIN SEWER SERVICE IRRIGATION LANDSCAPING SIDEWALK ASPHALT CONTOURCONTOUR DEMOLITION GB GB GB GB GBGRADE BREAK LANDSCAPING SIDEWALK ASPHALT GAS METER/RISER GAS METER/RISER GAS GASGAS LINEGAS LINE LIGHT POLE LIGHT POLE FOCITY FIBER (COMM)FOCOMMUNICATION/FIBER FIBER OPTIC RISER FIBER OPTIC RISER 9-28-22 UGP 8' ' S A N ) 8' ' S A N ) X X X X X X X X X X X X X X X X FO FO FO FO FO FO FO FO RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW X X X X X X X X X X X X X X X X X X EO EO EO X X X X X X X OH P OHP OHP 8' ' W T R 8' ' W T R 8'' SAN (8'' SAN (8'' SAN (8'' SAN (8'' SAN ( 8'' SAN ( SS 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 12 ' ' S A N ( 12'' SAN ( 4''SAN ) 8''SAN ) 4''S A N ) OH P OH P OH P RW RW RW 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR FO FO 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 6' ' W T R 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR N89° 44' 25"E 480.00' N0 ° 1 5 ' 3 5 " W 2 9 1 . 0 0 ' N89° 44' 25"E 200.00' S0 ° 1 5 ' 3 5 " E 2 9 1 . 0 0 ' S89° 44' 25"W 200.00' N67 ° 1 1 ' 1 1 " W 28. 0 2 ' N 5 5 ° 0 6 ' 3 5 " W 35 . 5 7 ' N 3 8 ° 3 1 ' 1 8 " W 2 9 . 9 0 ' N 4 3 ° 3 9 ' 5 5 " W 7 2 . 1 8 ' N55° 00' 35"W 9.80' N73° 1 1 ' 2 7 " W 15.19 ' N89° 43' 33"W 46.00' S42 ° 2 3 ' 2 7 " W 55. 4 3 ' S3 0 ° 1 1 ' 1 2 " W 23 . 7 2 ' N0 ° 1 5 ' 3 5 " W 1 8 0 . 0 0 ' S89° 44' 25"W 175.00' N0 ° 1 5 ' 3 5 " W 2 2 0 . 0 0 ' N83° 13' 54" W 35.31' 7' CHECK BY DATE SHEETS DRAWN BY REVISIONS OF SHEET NO. DESIGN BY BLJSWRHLE JOB NO: DATE: 22-526 SEPTEMBER 2022 RE X B U R G , I D A H O U- H A U L O F R E X B U R G 11 CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ci v i l & s t r u c t u r a l e n g i n e e r i n g ma t e r i a l s t e s t i n g & l a n d s u r v e y i n g 10 1 S . P a r k A v e n u e , Id a h o F a l l s , I D 8 3 4 0 2 , ( 2 0 8 ) 5 2 4 - 0 2 1 2 80 0 W . J u d i c i a l S t r e e t , Bl a c k f o o t , I D 8 3 2 2 1 , ( 2 0 8 ) 7 8 5 - 2 9 7 7 hl e i n c . c o m CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c DE M O L I T I O N P L A N C3 N S E C O N D E A S T E 4TH NORTH N T H I R D E A S T REXBURG C O M P A N Y IRRIGATION 100-A SAWCUT AND REMOVE EXISTING ASPHALT TO THE LIMITS SHOWN RETAIN AND PROTECT EXISTING POWER POLE AND OVERHEAD WIRES RETAIN AND PROTECT EXISTING ROADWAY RETAIN AND PROTECT EXISTING CURB AND GUTTER RETAIN AND PROTECT EXISTING FIRE HYDRANT RETAIN AND PROTECT EXISTING WATER LINE RETAIN AND PROTECT EXISTING SIDEWALK DEMOLITION NOTES: 100-B 100-C 100-D 100-E 100-F100-A 100-A 100-A 100-A 100-B 100-B 100-B 100-C 100-C 100-C 60' RW 99' RW 60 ' RW 100-D 100-D 100-E 100-F REMOVE EXISTING CONCRETE AND ASPHALT REMOVE EXISTING SEPTIC AND APPURTANCES COORDINATE WITH ELECTRIC PROVIDER FOR ALL ELECTRIC APPURTANANCE REMOVAL REMOVE EXISTING DRIVEWAY REMOVE EXISTING DRIVEWAY CUT CURB AND GUTTER FOR NEW DRIVEWAY INTALLATION REMOVE A PORTION OF SIDEWALK TO ACCOMODATE DRIVEWAY WIDENING AND ADA COMPLIANCE EXISTING HYDRANT TO REMAIN REMOVE EXISTING SEWER LINE. SEE NEW SEWER DESIGN. EXISTING ELECTRIC POLE TO REMAIN REMOVE EXISTING FRENCH DRAIN ABANDON WATER METER ABANDON WATER METER AND VALVE REMOVE MONUMENT SIGN, CONCRETE PADS AND BOLLARDS 100-G 100-G 100-G 100-G 100-G 100-G 100-G 9-28-22 E[istinJ curE cut must Ee E[istinJ curE cut must Ee TETON GROUP OF REXBURG LLC RPR0000002002A UGP 8' ' S A N ) 8' ' S A N ) X X X X X X X X X X X X X X X X FO FO FO FO FO FO FO FO RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW X X X X X X X X X X X X X X X X X X X X X X X X X 8' ' W T R 8' ' W T R 8'' SAN (8'' SAN (8'' SAN (8'' SAN (8'' SAN ( 8'' SAN ( SS 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 12 ' ' S A N ( 4''SAN ) 8''SAN ) 4''S A N ) OH P OH P OH P RW RW RW 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR FO FO 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 6' ' W T R 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR 8' ' S S ( 8'' SS (8'' SS ( 4" S ) st a i r N89° 44' 25"E 480.00' N0 ° 1 5 ' 3 5 " W 2 9 1 . 0 0 ' N89° 44' 25"E 200.00' S0 ° 1 5 ' 3 5 " E 2 9 1 . 0 0 ' S89° 44' 25"W 200.00' N67 ° 1 1 ' 1 1 " W 28. 0 2 ' N 5 5 ° 0 6 ' 3 5 " W 3 5 . 5 7 ' N 3 8 ° 3 1 ' 1 8 " W 2 9 . 9 0 ' N 4 3 ° 3 9 ' 5 5 " W 7 2 . 1 8 ' N55° 00' 35"W 9.80' N73° 1 1 ' 2 7 " W 15.19 ' N89° 43' 33"W 46.00' S42 ° 2 3 ' 2 7 " W 55. 4 3 ' S3 0 ° 1 1 ' 1 2 " W 23 . 7 2 ' N0 ° 1 5 ' 3 5 " W 1 8 0 . 0 0 ' S89° 44' 25"W 175.00' N0 ° 1 5 ' 3 5 " W 2 2 0 . 0 0 ' N83° 13' 54"W 35.31' 4' ' S S ) 4' ' S S ) 6' ' W 3/ 4 ' ' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 6' ' W R=2.5' R=25.5' R=9.5' R=14.5' R=15.0' 12 ' ' S D ( 12 ' ' S D ( st a i r R=4.5' HAWKER RYAN RPR0000002002B EAST IDAHO CREDIT UNION RPRRXB10175952 LEWIS SCOTT R DDS PC RPR0000017002A TWJ INVESTMENTS LLC RPR0000017001A EREDETTI LLC RPR6N40E204101 FF=4870.17 FF=4870.17 FF=4870.17 FF=4870.17 FF=4870.17 FF=4870.17 FF = 4 8 7 0 . 6 7 FF=4870.17 FF=4870.17 FF=4870.17 BUILDING A 3-STORY HEIGHT=43'-6" FF=4871.20 BUILDING B 1-STORY HEIGHT=51'-8" FF=4871.60 7' 1- 1 / 2 ' ' W 3/4'' W 3/4'' W INSTALL 27' OF 12" ADS N-12. STORM PIPE @ 3.98% FO FO FO FO FO FO FO FO FO FO 4869.81 TSW-TBC 4 8 7 0 4 8 6 9 48 6 8 48 6 7 4 8 6 9 48 6 7 48 6 6 48 6 7 4 8 6 7 4867 4868 4866 48 6 7 4868 48 6 7 4869 4866 48 6 7 4868 4868 4869 4870 4868 4869 4871 48 7 0 48 6 8 4870 4869 4868 4870 4869 4868 48 6 8 48 6 9 48 7 0 48 7 0 48 6 9 48 6 9 48 6 7 48 6 6 48 7 0 48 7 0 48684869 4870 4 8 7 0 4 8 7 0 4 8 7 0 4 8 7 0 4870 4869 4871 48 7 0 48 6 9 48 7 1 4868 FO FO CHECK BY DATE SHEETS DRAWN BY REVISIONS OF SHEET NO. DESIGN BY BLJSWRHLE JOB NO: DATE: 22-526 SEPTEMBER 2022 RE X B U R G , I D A H O U- H A U L O F R E X B U R G 11 CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ci v i l & s t r u c t u r a l e n g i n e e r i n g ma t e r i a l s t e s t i n g & l a n d s u r v e y i n g 10 1 S . P a r k A v e n u e , Id a h o F a l l s , I D 8 3 4 0 2 , ( 2 0 8 ) 5 2 4 - 0 2 1 2 80 0 W . J u d i c i a l S t r e e t , Bl a c k f o o t , I D 8 3 2 2 1 , ( 2 0 8 ) 7 8 5 - 2 9 7 7 hl e i n c . c o m CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c GE N E R A L L A Y O U T C4 60' RW N S E C O N D E A S T E 4TH NORTH N T H I R D E A S T REXBURG C O M P A N Y IRRIGATION 10' SETBACK 99' RW 60 ' RW 40 ' 40' 40 ' ELECTRIC BOX TO REMAIN FIBER OPTIC BOX TO REMAIN SITE NOTES: INSTALL PARKING LOT PAINT PER ARCHITECTURAL PLAN AND CURRENT MUTCD STANDARDS. INSTALL 9'X20' STANDARD ADA STALL, INSTALL APPROPRIATE SURFACE MARKINGS AND SIGNS. SAWCUT 2' MINIMUM AND REPLACE ASPHALT PER ISPWC STANDARD DETAIL SD-303. INSTALL DRIVEWAY, STANDARD CURB AND SIDEWALK PER CITY OF REXBURG STANDARD DETAIL NO. 7. 6' CONCRETE PARKING BUMPER. SEE ARCHITECTURAL SITE PLAN. INSTALL FLEXIBLE PAVEMENT BALLAST PER DETAIL 2 ON SHEET C9. INSTALL 3" ROLLED CURB AND GUTTER PER ISPWC STANDARD DWG SD-702. INSTALL 3" REVERSE PAN ROLLED CURB AND GUTTER PER ISPWC STANDARD DWG SD-70R. INSTALL CURB DRAIN PER ISPWC STANDARD DETAIL SD-715. INSTALL TERMINATION OF ROLL CURB. SEE DETAIL 4 ON SHEET 9. INSTALL 3' WIDE VALLEY GUTTER PER DETAIL 2 ON SHEET C9. INSTALL 4" THICK FLUSH SIDEWALK PER ISPWC STANDARD. DWG. SD-709. NOT USED. NEW UTILITY INSTALLATION. SEE UTILITY/STORM DRAIN PLAN ON SHEET 6. ELECTRICAL APPURTENANCE FOR REFERENCE ONLY . SEE ELECTRICAL DRAWINGS FOR DETAIL. TRUCK WELL/LOADING DOCK. SEE ARCHITECTURAL PLANS SHEETS A2.1, A10.7 AND A10.10 FOR DETAIL. INSTALL INLET AT CURB TYPE II CATCH BASIN AND GRATE PER ISPWC STANDARD DETAIL SD-602. INSTALL INLET TYPE III CATCH BASIN AND GRATE PER ISPWC STANDARD DETAIL SD-603. INSTALL 48" MANHOLE WITH 24" FRAME AND TRAFFIC RATED COVER PER ISPWC STANDARD DETAIL SD-611. INSTALL STORM TECH INFILTRATION SYSTEM. SEE SHEET C7 FOR SECTIONS AND C10 FOR DETAILS. INSTALL RIP-RAP EROSION PROTECTION. INSTALL BUBBLE UP CATCH BASIN PER DETAIL 4 ON SHEET C9. FOUNDATION REVEAL. DETAIL PER ARCHITECTURAL PLANS. RETAINING WALL BY OTHERS. GAS METER FOR REFERENCE ONLY. TO BE INSTALLED BY GAS UTILITY. FDC CONNECTION. SEE SEPARATE SHEET FP101 FOR MORE INFORMATION. KNOX BOX MOUNTED AT 60" A.F.F. (B.O.D. KNOX BOX 3200). SEE SEPARATE PLANS FOR MORE INFORMATION. 32 . 8 ' 21 0 . 0 0 ' 104' 87 . 8 ' 63 . 7 8 ' 10 . 0 ' 10' 10.0'116.33' 298' 35.0 ' 70 . 0 ' 10.0' 1 2 . 0 ' 20 . 0 ' 9.0' 10.0' 20 . 0 ' 9.0' 90 . 0 ' 30.0' 30.0' 30 . 0 ' 30 . 0 ' 30 . 0 ' 30 . 0 ' 30 . 0 ' 40 . 0 ' 30.0' 30.0'30.0' 30.0' GENERAL NOTES: 1.ALL RADII SHOW IS TOP BACK OF CURB. SITE INFORMATION: EXISTING SITE: GROSS AREA: 310,303 SF OR 7.124 ACRES ZONING: COMMUNITY BUSNIESS CENTER (CBC) BUILDING A: FOOTPRINT=33,838 G.S.F. BUILDING TYPE: I-A (FIRST FLOOR ONLY, II-B BUILDING B: FOOTPRINT=24,756 G.S.F. BUILDING TYPE: I-A TOTAL LANDSCAPE AREA: 44,342 SF (TOTAL SITE 310,303)=14% SNOW STORAGE AREA: A:3,200 SF B:3,000 SF C:10,730 SF TOTAL=16,930 SF (TOTAL PARKING/ASPHALT 169,287)=10% 8. 0 ' 5. 0 ' 10.0' 280.0' 315.0' 10 . 0 ' TYP TYP 27'31'15' 30.4' 6" PVC STORM DRAIN PIPE (INV=4867.0-BOTH SIDES) CURB RAMP PER DETAIL 5 ON SHEET 9 RETAIN AND PROTECT EXISTING SIDEWALK RETAIN AND PROTECT EXISTING SIDEWALK RETAIN AND PROTECT EXISTING SIDEWALK RETAIN AND PROTECT EXISTING SIDEWALK RETAIN AND PROTECT EXISTING SIDEWALK 24 ' DRAINAGE CONTINUES NORTH TO GUTTER RETROFIT CURB RAMPS TO ADA COMPLIANCE BENCHMARK/FLOOD PLAIN INFORMATION: FLOOD PLAIN ELEVATIONS: (FEMA MAP NO. 16065C0020D, DATED JUNE 3, 1991) WEST HALF OF SITE (BLDG A)=4670.20 (1.0' FREEBOARD) EAST HALF OF SITE (BLDG R)=4870.60 (1.0' FREEBOARD) SITE DATUM=NAVD 88 FLOOD PLAIN DATUM=NGVD 29 (-3.4' BELOW SITE DATUM) 1 2 3 4 5 6 7 8 9 10 11 12 13 1 1 112 3 3 3 3 4 4 4 5 55 6 6 6 6 6 6 6 8 14 8 7 7 7 7 7 8 8 8 15 11 11 11 12 1212 14 14 14 14 15 2 1 16 17 18 19 20 20 20 19 19 19 20 15 11 20 21 25 25 15 15 22 23 24 21 11 11 11 11 11 11 11 11 7 17 7 22 18 17 18 18 18 24 23 23 12 12 12 25 24 21 17 17 1 5 1 10 10 10 10 26 27 27 26 27 SNOW STORAGE A SNOW STORAGE B SAWCUT AND REPLACE EXISTING LOW BACK CURB WITH STANDARD CURB AND GUTTER PER REXBURG STANDARD DETAILNO. 7 12 SNOW STORAGE C TYP 15 14 dfhjt 27 27 26 9-28-22 TETON GROUP OF REXBURG LLC RPR0000002002A UGP 8' ' S A N ) 8' ' S A N ) X X X X X X X X X X X X X X X X FO FO FO FO FO FO FO FO RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW X X X X X X X X X X X X X X X X X X EO EO EO X X X X X X X 8' ' W T R 8' ' W T R 8'' SAN (8'' SAN (8'' SAN (8'' SAN (8'' SAN ( 8'' SAN ( SS SS 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 12 ' ' S A N ( 4''SAN ) 8''SAN ) 4''S A N ) OH P OH P OH P RW RW RW 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR FO FO 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 6' ' W T R 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR GB GB RO O F DR A I N S ROOF DRAINS 8' ' S S ( 8'' SS (8'' SS ( 4" S ) st a i r 4' ' S S ) 4' ' S S ) 6' ' W 3/ 4 ' ' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 6' ' W GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB 12 ' ' S D ( 12 ' ' S D ( GB GB GB GB GB GB GB GB GB TW=4870.00 NG=4867.00 TW=4870.00 NG=4867.00 TW=4873.00 NG=4868.00 st a i r TW=4873.00 NG=4868.00 HAWKER RYAN RPR0000002002B EAST IDAHO CREDIT UNION RPRRXB10175952 LEWIS SCOTT R DDS PC RPR0000017002A TWJ INVESTMENTS LLC RPR0000017001A EREDETTI LLC RPR6N40E204101 FF=4870.17 FF=4870.17 FF=4870.17 FF=4870.17 FF=4870.17 FF=4870.17 FF = 4 8 7 0 . 6 7 FF=4870.17 FF=4870.17 FF=4870.17 BUILDING A 3-STORY HEIGHT=43'-6" FF=4871.20 BUILDING B 1-STORY HEIGHT=51'-8" FF=4871.60 7' 1- 1 / 2 ' ' W 3/4'' W 3/4'' W FO FO FO FO FO FO FO FO FO FO -0.40% -0.45% -0.69% -0.41% -0.64% -1.45% -1 . 0 6 % -4.4 2 % -2.84% -1 . 9 2 % -3.22% -5.29% -3 . 0 0 % -2 . 6 7 % -2 . 0 0 % -2 . 6 7 % -2 . 0 0 % -3 . 3 3 % -2 . 3 3 % -2 . 0 1 % -2 . 0 1 % -2 . 8 1 % -3.4 8 % -3 . 4 3 % -2.79% -5 . 2 2 % -0.62% -1 2 . 2 1 % - 3 . 4 6 % -5.62% -5.05% -2 . 1 7 % -2 . 0 2 % -2 . 6 1 % -2 . 0 1 % -2 . 9 9 % - 3 . 1 7 % -0.4 1 % -0.41% -2.23% -2 . 8 8 % -1.27% -2 . 6 7 % -2 . 0 0 % -0.96% -0.72% -1.26% -2 . 6 7 % -4 . 9 9 % -4 . 9 3 % -5 . 0 5 % -5 . 0 2 % -4 . 8 7 % -4 . 8 7 % -0 . 4 5 % -0 . 4 0 % -2.08% -4.09%-2.00% -5.23%-2.00% -3 . 4 0 % -4 . 9 5 % -2.92% -2.36% -0 . 4 0 % -3 . 9 3 % -3 . 5 5 % -3.15% -4.17% - 4 . 0 4 % - 2 . 1 8 % -2.8 2 % -2.00% -3 . 5 2 % -1 . 1 9 % -0 . 6 8 % -3 . 2 9 % -3 . 2 4 % -0.43% -2.01%-3 . 2 2 % -3 . 3 4 % -4 . 1 6 % -0.52% -2.4 2 % -3 . 0 2 % -0 . 5 8 % -1.04% -0 . 7 8 % -4 . 0 8 % -2.71% -1.74% -0 . 4 0 % -2.84% -0.41% -0.40% -1 . 2 0 % -6.83% -6.84% -0 . 1 8 % -4.15% EP:4869.76 E P : 4 8 6 9 . 6 9 EP : 4 8 6 8 . 6 0 EP: 4 8 6 8 . 6 6 EP : 4 8 6 8 . 8 5 EP: 4 8 6 8 . 5 0 EP:4869.70 EP:4869.64 EP:4869.53 EP:4869.37 NG: 4 8 6 6 . 4 8 NG:4866.65 EP : 4 8 6 7 . 5 1 EP : 4 8 6 7 . 6 5 EP : 4 8 6 7 . 7 4 EP: 4 8 6 8 . 1 2 EP : 4 8 6 8 . 3 9 EP : 4 8 6 8 . 2 8 EP : 4 8 6 8 . 8 8 EP : 4 8 6 9 . 6 0 EP: 4 8 7 1 . 0 6 NG : 4 8 6 7 . 4 5 NG: 4 8 6 9 . 0 8 NG : 4 8 6 9 . 4 3 N G : 4 8 6 6 . 9 5 NG : 4 8 6 8 . 1 4 NG : 4 8 6 8 . 2 7 NG : 4 8 6 9 . 0 5 NG : 4 8 6 9 . 0 8 NG : 4 8 6 6 . 8 5 NG : 4 8 6 8 . 5 7 NG : 4 8 6 6 . 9 5 NG : 4 8 6 7 . 4 2 NG : 4 8 7 1 . 3 2 4870.76 TBC-HP 4870.22 TBC-PC 4869.05 TBC-PC 4869.60 TBC-PC 4868.65 TBC 4867.82 TBC 4867.95 TBC 4869.52 TBC 4870.30 TBC 4869.05 TBC-HP 4869.25 TBC-PC 4871.85 TBC 4871.60 TOA 4871.60 C 4871.46 C 4870.45 TBC-PC 4869.36 TBC-HP 4869.25 TBC-PC 4869.16 TBC-PC 4870.00 TOA 4869.16 GR 4869.50 VG4870.10 VG 4869.60 VG 4869.70 VG 4869.60 VG 4870.71 TBC-PC 4869.93 TBC-PC 4869.92 TBC-PC4870.85 TBC 4869.35 TSW 4870.10 TBC 4870.80 TBC 4871.10 TOA 4871.10 TOA 4871.45 TBC 4870.00 TOA 4870.00 TOA 4868.75 TBC 4871.30 TBC 4870.05 TBC-HP 4871.10 TOA 4868.80 VG 4869.80 VG 4867.30 TBC-GB 4870.75 TBC 4870.20 TBC-PC 4868.71 TBC-PC 4869.75 TBC-PC 4871.20 C 4871.20 C 4871.04 C 4871.10 C 4870.45 TBC 4870.25 TBC 4870.75 TBC-END 4869.00 VG 4869.81 TSW-TBC 4868.40 TBC 4867.99 TBC 4870.65 TOA 4870.65 TOA 4868.90 GR 4869.15 VG 4869.65 VG 4869.55 VG 4869.70 VG 4869.60 VG 4869.60 VG 4869.19 GR4870.00 VG 4870.00 TOA 4870.80 TOA 4869.07 GR 4869.50 VG 4868.00 VG 4870.60 TBC-HP 4870.00 TOA 4870.05 TOA 4870.00 TOA 4870.00 TOA 4870.00 TOA 4870.00 TOA 4870.00 TOA 4870.00 TOA 4871.60 TOA 4870.30 TOA4871.58 TOA 4871.60 TOA 4867.65 GR 4867.00 NG-FL 4868.50 NG-FL 4869.90 NG 4869.90 NG 4869.90 NG 4868.90 NG-FL 4867.00 NG 4869.90 TOA 4868.40 GR 4869.27 GR 4870.90 NG 4870.90 NG 4871.35 TBC 4871.04 C 4870.10 TBC 4870.30 TOA 4871.05 TOA 4870.15 TBC-PC 4868.50 GR 4867.11 GR 4869.87 TBC 4871.40 TOA 4871.40 TOA 4871.60 TOA -4.92% -5.78%4871.60 TOA 4 8 7 0 4 8 6 9 48 6 8 48 6 7 4 8 6 9 48 6 7 48 6 6 48 6 7 4 8 6 7 4867 4868 4866 48 6 7 4868 48 6 7 4869 4866 48 6 7 4868 4868 4869 4870 4868 4869 4871 48 7 0 48 6 8 4870 4869 4868 4870 4869 4868 48 6 8 48 6 9 48 7 0 48 7 0 48 6 9 48 6 9 48 6 7 48 6 6 48 7 0 48 7 0 48684869 4870 4 8 7 0 4 8 7 0 4 8 7 0 4 8 7 0 4870 4869 4871 48 7 0 48 6 9 48 7 1 4868 FO FO 4871.50 TOA -1 . 9 8 % 4871.19 TOA 4871.19 TOA 4871.60 TOA 3/4'' W GB 4871.60 C 4871.60 C 4871.46 C 4871.60 A&C 4871.40 TOA 4871.40 TOA 4867.60 GR 4870.52 A&C 4870.52 A&C 4867.88 RIM 4871 48 7 1 CHECK BY DATE SHEETS DRAWN BY REVISIONS OF SHEET NO. DESIGN BY BLJSWRHLE JOB NO: DATE: 22-526 SEPTEMBER 2022 RE X B U R G , I D A H O U- H A U L O F R E X B U R G 11 CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ci v i l & s t r u c t u r a l e n g i n e e r i n g ma t e r i a l s t e s t i n g & l a n d s u r v e y i n g 10 1 S . P a r k A v e n u e , Id a h o F a l l s , I D 8 3 4 0 2 , ( 2 0 8 ) 5 2 4 - 0 2 1 2 80 0 W . J u d i c i a l S t r e e t , Bl a c k f o o t , I D 8 3 2 2 1 , ( 2 0 8 ) 7 8 5 - 2 9 7 7 hl e i n c . c o m CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c GR A D I N G P L A N C5 60' RW N S E C O N D E A S T E 4TH NORTH N T H I R D E A S T REXBURG C O M P A N Y IRRIGATION 10' SETBACK99' RW 60 ' RW ELEVATION OF TOP BACK OF CURB POINT OF CURVATURE HIGH POINT SWALE LOW POINT SWL HP PC LP 4710.5 4710.5 4710.5 4710.5 TSW 4710.5 TOP OF SIDEWALK TBC 4710.5 MATCH EXISTING MATCH 4710.5 4710.5 C TOP OF CONCRETE TOP BACK WALL4710.5 4710.5 VALLEY GUTTER GB TBW VG 4710.5 GRADE BREAK TOP OF GROUND/LANDSCAPENG 4710.5 GRADING LEGEND: TOP OF ASPHALTTOA 4710.5 4710.5 END CURB END STORM AREA A 69,388 sf VR=5,229 cf VP=5,456 cf STORM AREA C 19,440 sf VR=1,462 cf VP=1,635 cf STORM AREA B 32,300 sf VR=2,434 cf VP=2,558 cf STORM AREA F 127,028 sf VR=9,574 sf VP=9,750 sf STORM AREA D 31,000 sf VR=2,336 cf VP=3,290 cf TRUCK WELL DETAIL 1"=20' FF=4871.60 STORM AREA E (truck well) 2,380 sf VR=179 cf VP=211 cf 0.50% MIN 0. 5 0 % M I N 5. 6 % 55 . 8 3 ' (12 " S D STORM AREA G 3,253 sf VR=245 sf VP=250 sf (1 2 " S D B C9 E C9 FOUNDATION REVEAL 1.0'± A C9 D C9 C C9 FOUNDATION REVEAL 1.3'± FOUNDATION REVEAL 1.3'± F C9 6" PVC STORM DRAIN PIPE (INV=4867.0-BOTH SIDES) WALL HEIGHT=0.0' WALL HEIGHT=4.0' 4" FOUNDATION REVEAL (DOWN 0.33') (SEE ARCHITECTURAL PLANS) WALL HEIGHT= 4871.27 (0.75' FROM RAMP GRADE) 4870 4869 4868 4871 4871 GB 10 ' 10' INSTALL RIGID CONCRETE BALLST SECTION PER DETAIL 3 ON SHEET C9 DRAINAGE CONTINUES NORTH TO GUTTER INV=4866.07 INV=4865.96 INV=4365.65 INV=4365.42 INV=4365.33 SAWCUT AND REPLACE EXISTING LOW BACK CURB WITH STANDARD CURB AND GUTTER PER REXBURG STANDARD DETAILNO. 7 CONTRACTOR TO TERMINATE SIDEWALK AT EXISTING DRIVEWAY (COORDINATE WITH CITY OF REXBURG) FOUNDATION REVEAL 1.3'± FOUNDATION REVEAL 0.7'± FOUNDATION REVEAL 0.7'± 9-28-22 )ire ' eSartment &RnnectiRn must TETON GROUP OF REXBURG LLC RPR0000002002A UGP 8' ' S A N ) 8' ' S A N ) X X X X X X X X X X X X X X X X FO FO FO FO FO FO FO FO RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW X X X X X X X X X X X X X X X X X X EO EO EO X X X X X X X 8' ' W T R 8' ' W T R 8'' SAN (8'' SAN (8'' SAN (8'' SAN (8'' SAN ( 8'' SAN ( SS SS 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 12 ' ' S A N ( 4''SAN ) 8''SAN ) 4''S A N ) OH P OH P OH P RW RW RW 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR FO FO 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 6' ' W T R 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR 8' ' S S ( 8'' SS (8'' SS ( 4" S ) st a i r N89° 44' 25"E 480.00' N0 ° 1 5 ' 3 5 " W 2 9 1 . 0 0 ' N89° 44' 25"E 200.00' S0 ° 1 5 ' 3 5 " E 2 9 1 . 0 0 ' S89° 44' 25"W 200.00' N6 7 ° 1 1 ' 1 1 " W 28. 0 2 ' N 5 5 ° 0 6 ' 3 5 " W 35 . 5 7 ' N 3 8 ° 3 1 ' 1 8 " W 2 9 . 9 0 ' N 4 3 ° 3 9 ' 5 5 " W 7 2 . 1 8 ' N55° 00' 35"W 9.80' N73° 1 1 ' 2 7 " W 15.19 ' N89° 43' 33"W 46.00' S42 ° 2 3 ' 2 7 " W 55. 4 3 ' S3 0 ° 1 1 ' 1 2 " W 23 . 7 2 ' N0 ° 1 5 ' 3 5 " W 1 8 0 . 0 0 ' S89° 44' 25"W 175.00' N0 ° 1 5 ' 3 5 " W 2 2 0 . 0 0 ' N83° 13' 54" W 35.31' 4' ' S S ) 4' ' S S ) 6' ' W 3/ 4 ' ' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 6' ' W 12 ' ' S D ( 12 ' ' S D ( st a i r HAWKER RYAN RPR0000002002B EAST IDAHO CREDIT UNION RPRRXB10175952 LEWIS SCOTT R DDS PC RPR0000017002A TWJ INVESTMENTS LLC RPR0000017001A EREDETTI LLC RPR6N40E204101 FF=4870.17 FF=4870.17 FF=4870.17 FF=4870.17 FF=4870.17 FF=4870.17 FF = 4 8 7 0 . 6 7 FF=4870.17 FF=4870.17 FF=4870.17 BUILDING A 3-STORY HEIGHT=43'-6" FF=4871.20 BUILDING B 1-STORY HEIGHT=51'-8" FF=4871.60 7' 1- 1 / 2 ' ' W 3/4'' W 3/4'' W INSTALL 27' OF 12" ADS N-12. STORM PIPE @ 3.98% FO FO FO FO FO FO FO FO FO FO FO FO CHECK BY DATE SHEETS DRAWN BY REVISIONS OF SHEET NO. DESIGN BY BLJSWRHLE JOB NO: DATE: 22-526 SEPTEMBER 2022 RE X B U R G , I D A H O U- H A U L O F R E X B U R G 11 CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ci v i l & s t r u c t u r a l e n g i n e e r i n g ma t e r i a l s t e s t i n g & l a n d s u r v e y i n g 10 1 S . P a r k A v e n u e , Id a h o F a l l s , I D 8 3 4 0 2 , ( 2 0 8 ) 5 2 4 - 0 2 1 2 80 0 W . J u d i c i a l S t r e e t , Bl a c k f o o t , I D 8 3 2 2 1 , ( 2 0 8 ) 7 8 5 - 2 9 7 7 hl e i n c . c o m CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c UT I L I T Y P L A N C6 E 4TH NORTH 60 ' RW 500-2 100-1 60' RW N S E C O N D E A S T N T H I R D E A S T REXBURG C O M P A N Y IRRIGATION 10' SETBACK99' RW CONSTRUCTION NOTES: GENERAL: RETAIN AND PROTECT EXISTING UTILITY. WATER: INSTALL 6" FIRE LINE. INSTALL FIRE HYDRANT ASSEMBLY PER ISPWC STANDARD DWG SD-404. INSTALL 2" WATER SERVICE LINE CONNECTION PER CITY OF REXBURG STANDARD DRAWING 16. INSTALL 1" WATER LANDSCAPE SERVICE WITH BACKFLOW PREVENTER. INSTALL WATER FITTING (TEE OR BEND) AND THRUST BLOCK PER ISPWC STANDARD DWG SD-403. SIZE AND ANGLE PER PLAN. INSTALL 6"X6" BEND AND THRUST BLOCK PER ISPWC STANDARD DWG SD-403. SEWER: INSTALL 6" SANITARY SEWER SERVICE LINE AT 1% MIN SLOPE PER ISPWC STANDARD DETAIL SD-511. INSTALL 4" SANITARY SEWER SERVICE LINE AT 1% MIN SLOPE. SEE PLUMBING PLANS FOR CONTINUATION. INSTALL SANITARY SEWER MANHOLE PER ISPWC STANDARD. DWG. IF-501 SEE SEWER MAIN PLAN AND PROFILE SHEET. INSTALL SANITARY SEWER CLEANOUT AND TRAFFIC RATED COVER PER ISPWC STANDARD DRAWING SD506A. STORM DRAIN: INSTALL 6" STORM PIPE AT 0.00% MIN SLOPE (EQUALIZER PIPE). INSTALL 12" STORM PIPE AT 0.22% MIN SLOPE. INSTALL INLET AT CURB TYPE II CATCH BASIN AND GRATE PER ISPWC STANDARD DETAIL SD-602. INSTALL INLET TYPE III CATCH BASIN AND GRATE PER ISPWC STANDARD DETAIL SD-603. INSTALL 48" MANHOLE WITH 24" FRAME AND TRAFFIC RATED COVER PER ISPWC STANDARD DETAIL SD-611. INSTALL STORM TECH INFILTRATION SYSTEM. SEE SHEET C7 FOR SECTIONS AND C10 FOR DETAILS. INSTALL BUBBLE UP CATCH BASIN PER DETAIL 5 ON SHEET C9. 400-1 400-2 400-3 400-4 400-5 400-6 500-1 500-2 600-1 600-2 600-3 100-1 400-3 400-2 400-4 400-6 400-6 400-5 400-5 500-3 500-1 500-3 500-3 500-3100-1 100-1 600-3 600-5 600-6 600-6 600-4 600-5 600-6 600-6 400-3 400-3 SEE FIRE PROTECTION PLANS FOR CONTINUATION FIRE RISER ROOM SEE FIRE PROTECTION PLANS FOR CONTINUATION 600-5 600-5 90° 90° 90° 90° 400-3 2" 1" 400-5 500-4 500-4 500-4 500-2 500-2 400-1 400-1 600-4 600-2 600-5 600-6 600-1 600-2 600-2 600-2 600-2 600-4 600-4 600-4 600-4 600-4 600-7 600-7 600-5 400-2 RELOCATE EXISTING HYDRANT IN LANDSCAPE SPACE 1-1/2" New Sewer Service Connection to be Installed at 1.00% min. (Contractor to connect to new 4" sewer service using 4" sweeps. Verify location and depth prior to any construction. 25 ' NEW CITY FIBER OPTIC TO BE INSTALLED 3'± BEHING PROPERTY LINE. COORDINATE WITH THE CITY OF REXBURG NEW CITY FIBER OPTIC TO BE INSTALLED 3'± BEHING PROPERTY LINE. COORDINATE WITH THE CITY OF REXBURG 9-28-22 Tie in in front of manhole Place this liJht closer to )ire ' eSartment cRnnectiRns must 4858 4860 4862 4864 4866 4868 4870 4856 4858 4860 4862 4864 4866 4868 4870 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+25 STORM CB#3 GRATE:4867.11 12" S INV OUT:4863.80 STORM CB#2 GRATE:4867.65 24" E INV OUT:4863.15 CHAMBER BOTT: ELEV:4862.64 TOP OF STONE: ELEV:4866.14 BOTT OF STONE: ELEV:4861.65 CHAMBER BOTT: ELEV:4863.15 STORM SDMH#3 GRATE:4867.93 12" N INV IN:4862.74 24" W INV OUT:4862.64 TOP OF STONE: ELEV:4865.63 BOTT OF STONE: ELEV:4861.14 8' ' S A N ) 8' ' S A N ) X X X X X X X X X X X X X X X X X X X X X X X X X X X X FO FO RW RW RW X X 8' ' W T R 8' ' W T R 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR GB GB0+00 1+00 2+00 3+00 3+23 GB GB GB GB GB 1- 1 / 2 ' ' W 1- 1 / 2 ' ' W INSTALL 27' OF 12" ADS N-12. STORM PIPE @ 3.98% FO FO EP : 4 8 6 8 . 6 0 EP : 4 8 6 8 . 6 6 NG : 4 8 6 6 . 4 8 NG : 4 8 6 7 . 4 5 4868 4870 4868 4869 48 6 9 4869 XXXXXXXXXXXX XXXX 8' ' W T R 8' ' W T R FO FO 0+00 1 + 0 0 1 + 0 0 4'' SS )4'' SS )4'' SS ) G B G B 0+ 0 0 FO EP:4867.65 NG : 4 8 6 6 . 9 5 4870 4 8 6 8 4862 4864 4866 4868 4870 4860 4862 4864 4866 4868 4870 0+00 0+50 1+00 1+50 STORM CB#4 GRATE:4868.40 12" E INV OUT:4864.19 INSTALL 43' OF 12" ADS N-12. STORM PIPE @ 4.92% CHAMBER BOTT: ELEV:4864.07 TOP OF STONE: ELEV:4867.07 BOTT OF STONE: ELEV:4862.57 STORM CB#5 GRATE:4869.30 12" SW INV OUT:4866.27 STORM SDMH#4 GRATE:4868.66 12" NE INV IN:4864.18 12" W INV IN:4864.18 24" S INV OUT:4864.08 4862 4864 4866 4868 4870 4872 4860 4862 4864 4866 4868 4870 4872 0+00 0+50 0+82 STORM SDMH#1 GRATE:4867.88 6" N INV IN:4864.59 24" S INV OUT:4863.59 INSTALL 5' OF 6" PVC PIPE AND FITTINGS INSTALL 8' OF 24" ADS N-12. STORM PIPE @ 0.22% TOP OF STONE: ELEV:4866.66 BOTT OF STONE: ELEV:4862.16 CHAMBER BOTT: ELEV:4863.66 -5. 6 % 0+00 0+82 3/ 4 ' ' W 48 7 1 4871 CHECK BY DATE SHEETS DRAWN BY REVISIONS OF SHEET NO. DESIGN BY BLJSWRHLE JOB NO: DATE: 22-526 SEPTEMBER 2022 RE X B U R G , I D A H O U- H A U L O F R E X B U R G 11 CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ci v i l & s t r u c t u r a l e n g i n e e r i n g ma t e r i a l s t e s t i n g & l a n d s u r v e y i n g 10 1 S . P a r k A v e n u e , Id a h o F a l l s , I D 8 3 4 0 2 , ( 2 0 8 ) 5 2 4 - 0 2 1 2 80 0 W . J u d i c i a l S t r e e t , Bl a c k f o o t , I D 8 3 2 2 1 , ( 2 0 8 ) 7 8 5 - 2 9 7 7 hl e i n c . c o m CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ST O R M T E C H P L A N A N D P R O F I L E C7 22 " M I N . TRAFFIC RATED TRENCH DRAIN SC-740 SC-740 SC-740 SC-740 8" SEWER LINE INV=4857.00± FIELD VERIFY ELEVATION 22 " MI N . 22 " MI N . LOADING DOCK 22 " MI N . 9-28-22 4860 4862 4864 4866 4868 4870 4858 4860 4862 4864 4866 4868 4870 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+87 San. MH #1 Rim:4870.64 SE 4" INV IN:4861.98 N 8" INV OUT:4861.65 San. MH #2 Rim:4869.74 S 8" INV IN:4860.66 E 8" INV OUT:4860.56 Install 245' of 8" ASTM D-3034 San. Pipe @ 0 . 4 0 % San. MH #3 Rim:4870.24 W 8" INV IN:4859.58 Install 99' of 8" A S T M D - 3 0 3 4 S a n . P i p e @ 1 . 0 0 % Install 31' of 4" ASTM D-3034 San. Pipe @ 1.00% UGP UGP UGP 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) RW X X X X 8' ' W T R 8' ' W T R 8' ' W T R 4''SAN ) 4''SAN ) 8''SAN )8''SAN )8''SAN ) 4''S A N ) 8' ' S S ( 8' ' S S ( 8'' SS (8'' SS (8'' SS (8'' SS (8'' SS (8'' SS ( 0+00 1+00 2+00 2+92 0+ 0 0 1+ 0 0 2+00 3+00 3+87 4" S ) S89° 44' 25"W 175.00' N0 ° 1 5 ' 3 5 " W 2 2 0 . 0 0 ' 4' ' S S ) 1-1/2'' W 1-1/2'' W 1-1/2'' W 1- 1 / 2 ' ' W 6' ' W GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB BUILDING A 3-STORY HEIGHT=43'-6" FF=4871.20 4'' SS ( NG : 4 8 6 8 . 1 4 NG : 4 8 6 8 . 2 7 4 8 6 9 4868 48 6 7 4868 48 7 0 48 7 0 4868 4869 4870 4871 FO FO FO 4860 4862 4864 4866 4868 4870 4858 4860 4862 4864 4866 4868 4870 0+00 0+50 1+00 1+50 2+00 2+50 2+92 Existing 4" San. P i p e @ - 1 . 0 0 % ± Existing 8" San. P i p e @ 1 . 0 0 % ± San. MH #EX SSMH #1 Rim:4866.49 W 8" INV IN:4860.86 Install 31' of 4" ASTM D-3034 San. Pipe @ 1.00% Install 64' of 4" ASTM D-3034 San. Pipe @ -1.00% New Invert: 4863.09'± Connect to existing sewer service from Bank (Contractor to verify location and depth prior to any construction. Notify Civil Engineer of any variation from these plans.) CHECK BY DATE SHEETS DRAWN BY REVISIONS OF SHEET NO. DESIGN BY BLJSWRHLE JOB NO: DATE: 22-526 SEPTEMBER 2022 RE X B U R G , I D A H O U- H A U L O F R E X B U R G 11 CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ci v i l & s t r u c t u r a l e n g i n e e r i n g ma t e r i a l s t e s t i n g & l a n d s u r v e y i n g 10 1 S . P a r k A v e n u e , Id a h o F a l l s , I D 8 3 4 0 2 , ( 2 0 8 ) 5 2 4 - 0 2 1 2 80 0 W . J u d i c i a l S t r e e t , Bl a c k f o o t , I D 8 3 2 2 1 , ( 2 0 8 ) 7 8 5 - 2 9 7 7 hl e i n c . c o m CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c SE W E R P L A N A N D P R O F I L E C8 This Section of Sewer Main to be Removed 1-1/2" SERVICE LINE 6" FIRE LINE 18 " M I N . Connect to existing sewer Inv=4859.58± Existing Sewer Service from Bank (Contractor to verify location and depth prior to any construction. Notify Civil Engineer of any variation from these plans.) Existing Sewer Manhole not found at time of survey (Contractor to verify location and depth prior to any construction. Notify Civil Engineer of any variation from these plans.) Existing Sewer Manhole not found at time of survey (Contractor to verify location and depth prior to any construction. Notify Civil Engineer of any variation from these plans.) (See continuation below) This Section of Sewer Main to be Removed New Sewer Service Connection to be Installed at 1.00% min. (Contractor to connect to new 4" sewer service using 4" sweeps. Verify location and depth prior to any construction. (See continuation above) New Sewer Service Connection to be Installed at 1.00% min. (Contractor to connect to new 4" sewer service using 4" sweeps. Verify location and depth prior to any construction. 9-28-22 CHECK BY DATE SHEETS DRAWN BY REVISIONS OF SHEET NO. DESIGN BY BLJSWRHLE JOB NO: DATE: 22-526 SEPTEMBER 2022 RE X B U R G , I D A H O U- H A U L O F R E X B U R G 11 CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ci v i l & s t r u c t u r a l e n g i n e e r i n g ma t e r i a l s t e s t i n g & l a n d s u r v e y i n g 10 1 S . P a r k A v e n u e , Id a h o F a l l s , I D 8 3 4 0 2 , ( 2 0 8 ) 5 2 4 - 0 2 1 2 80 0 W . J u d i c i a l S t r e e t , Bl a c k f o o t , I D 8 3 2 2 1 , ( 2 0 8 ) 7 8 5 - 2 9 7 7 hl e i n c . c o m CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c 6" TYP 4" COMPACTED BASE 4" T Y P 2- #4 BAR, CONT 1. 5 " 3'-0" 8" 3' WIDE VALLEY GUTTER No Scale1 DE T A I L S C9 6"6" 6" OF 1"-2" WASHED ROCK SECTION 4'-0" 12" MIN FOR SUMP SLOPE ISPWC SD 610 GRATE PLAN VIEW 5' M I N W A L L TYP. 0.22% SLOPE D I A . 12 " M I N . 2'-0" FLEXIBLE CONNECTION #4 BARS @ 12" O.C EACH WAY SLOPE GRATE 6" ABOVE POND BTM 24" DIA DRAIN HOLE CONCRETE COLLAR BUBBLE UP CATCH BASIN No Scale3 RIGID BALLAST SECTIONS No Scale2 HEAVY ASPHALT CONCRETE AT TRUCK WELL SECTION No ScaleA 30' R/W 23.5' B/C5' S/W 1.5' 11'20' DRIVE SECTION No ScaleB 30' R/W 22' B/C5' S/W 3' 11' SECTION No ScaleD 1'±10' SECTION No ScaleE 4.5'10' SECTION No ScaleC SECTION No ScaleF X 15'2' EA S T 4 T H N O R T H 4:1 BL D G R/ W 3R D E A S T 2: 1 BL D G R/ W dr a i n a g e d i t c h 2:1 BL D G PL dr a i n a g e d i t c h VARIES PL 2: 1 BL D G PL 3:1 dr a i n a g e d i t c h 5' 5'5' 3 CURB RAMP No Scale 1:1 2 ( m a x ) 6" 3" ROLL CURB TERMINATION4 2.0'± 4" DEPTH CRUSHED 3 4" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 12" DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 95% ASTM D698 SUBGRADE EARTH COMPACTED TO 92% ASTM D698 3" DEPTH ASPHALT PLANT MIX 6" DEPTH CRUSHED 3 4" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698 6" DEPTH CONCRETE SLAB. 3500 PSI CONCRETE. #4 BAR 18" O.C. SPACING GRID 12" DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 92% ASTM D698 COMPACTED ANGULAR GRAVEL FOR EROSION PROTECTION0.7'± FOUNDATION REVEAL (VARIES) 1.3' FOUNDATION REVEAL 0.7'± FOUNDATION REVEAL 1.5'± FOUNDATION REVEAL (VARIES) RETAINING WALL SEE SEPARATE PLANS EXISTING CURB AND SIDEWALK EXISTING CURB AND SIDEWALK EXISTING CURB EXISTING CURB EXISTING FENCE COMPACTED ANGULAR GRAVEL FOR EROSION PROTECTION 3" ROLLED CURB AND GUTTER PER ISPWC STANDARD DWG SD-7023" ROLL CURB 9-28-22 CHECK BY DATE SHEETS DRAWN BY REVISIONS OF SHEET NO. DESIGN BY BLJSWRHLE JOB NO: DATE: 22-526 SEPTEMBER 2022 RE X B U R G , I D A H O U- H A U L O F R E X B U R G 11 CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ci v i l & s t r u c t u r a l e n g i n e e r i n g ma t e r i a l s t e s t i n g & l a n d s u r v e y i n g 10 1 S . P a r k A v e n u e , Id a h o F a l l s , I D 8 3 4 0 2 , ( 2 0 8 ) 5 2 4 - 0 2 1 2 80 0 W . J u d i c i a l S t r e e t , Bl a c k f o o t , I D 8 3 2 2 1 , ( 2 0 8 ) 7 8 5 - 2 9 7 7 hl e i n c . c o m CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ST O R M T E C H D E T A I L S C10 ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. NOTES: 1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER. ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 18" (450 mm) MIN* 8' (2.4 m) MAX 6" (150 mm) MIN D C B A 12" (300 mm) MIN 12" (300 mm) TYP51" (1295 mm)6" (150 mm) MIN 30" (760 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN SEE PLAN SHEETS *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES JUNE OCCUR, INCREASE COVER TO 24" (600 mm). PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SC-740 END CAP EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) PERIMETER STONE (SEE NOTE 5) SUBGRADE SOILS (SEE NOTE 4) ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS INSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B.ALL ISOLATOR PLUS ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS JUNE BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SNOUT (VENTED HOOD/TRAP) SC-740 ISOLATOR ROW PLUS DETAIL NTS STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES COVER ENTIRE ISOLATOR ROW PLUS WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 8' (2.4 m) MIN WIDE SC-740 CHAMBER OPTIONAL INSPECTION PORT SC-740 END CAP 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-FABRICATED END CAP WITH FLAMP PART #: SC740EPE24BR ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm) CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m³) MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³) WEIGHT 75.0 lbs.(33.6 kg) *ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS SC-740 TECHNICAL SPECIFICATION NTS BUILD ROW IN THIS DIRECTION OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) START END 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH A A C B 51.0" (1295 mm) 30.0" (762 mm) 45.9" (1166 mm)12.2" (310 mm) 29.3" (744 mm) PART #STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm)10.9" (277 mm)18.5" (470 mm)--- SC740EPE06B / SC740EPE06BPC ---0.5" (13 mm) SC740EPE08T /SC740EPE08TPC 8" (200 mm)12.2" (310 mm)16.5" (419 mm)--- SC740EPE08B / SC740EPE08BPC ---0.6" (15 mm) SC740EPE10T / SC740EPE10TPC 10" (250 mm)13.4" (340 mm)14.5" (368 mm)--- SC740EPE10B / SC740EPE10BPC ---0.7" (18 mm) SC740EPE12T / SC740EPE12TPC 12" (300 mm)14.7" (373 mm)12.5" (318 mm)--- SC740EPE12B / SC740EPE12BPC ---1.2" (30 mm) SC740EPE15T / SC740EPE15TPC 15" (375 mm)18.4" (467 mm)9.0" (229 mm)--- SC740EPE15B / SC740EPE15BPC ---1.3" (33 mm) SC740EPE18T / SC740EPE18TPC 18" (450 mm)19.7" (500 mm)5.0" (127 mm)--- SC740EPE18B / SC740EPE18BPC ---1.6" (41 mm) SC740EPE24B*24" (600 mm)18.5" (470 mm)---0.1" (3 mm) SC740EPE24BR*24" (600 mm)18.5" (470 mm)---0.1" (3 mm) ALL STUBS, EXCEPT FOR THE SC740EPE24B/SC740EPE24BR ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC740EPE24B/SC740EPE24BR THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL PRE-FAB STUB AT BOTTOM OF END CAP WITH FLAMP END WITH "BR" PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PRE-CORED END CAPS END WITH "PC" 60" MANHOLE W/GRATE OR ISPWC SD-611 9-28-22 TETON GROUP OF REXBURG LLC RPR0000002002A UGP 8' ' S A N ) 8' ' S A N ) X X X X X X X X X X X X X X X X FO FO FO FO FO FO FO FO RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW X X X X X X X X X X X X X X X X X X EO EO EO X X X X X X X OH P OHP OHP 8' ' W T R 8' ' W T R 8'' SAN (8'' SAN (8'' SAN (8'' SAN (8'' SAN ( 8'' SAN ( 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 4''SAN ) 8''SAN ) 4''S A N ) OH P OH P OH P RW RW RW 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR FO FO 8' ' S A N ) 8' ' S A N ) 8' ' S A N ) 6' ' W T R 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR 8' ' S S ( 8'' SS (8'' SS ( 4" S ) st a i r N89° 44' 25"E 480.00' N0 ° 1 5 ' 3 5 " W 2 9 1 . 0 0 ' N89° 44' 25"E 200.00' S0 ° 1 5 ' 3 5 " E 2 9 1 . 0 0 ' S89° 44' 25"W 200.00' N67 ° 1 1 ' 1 1 " W 28. 0 2 ' N 5 5 ° 0 6 ' 3 5 " W 35 . 5 7 ' N 3 8 ° 3 1 ' 1 8 " W 2 9 . 9 0 ' N 4 3 ° 3 9 ' 5 5 " W 7 2 . 1 8 ' N55° 00' 35"W 9.80' N73° 1 1 ' 2 7 " W 15.19 ' N89° 43' 33"W 46.00' S42 ° 2 3 ' 2 7 " W 55. 4 3 ' S3 0 ° 1 1 ' 1 2 " W 23 . 7 2 ' N0 ° 1 5 ' 3 5 " W 1 8 0 . 0 0 ' S89° 44' 25"W 175.00' N0 ° 1 5 ' 3 5 " W 2 2 0 . 0 0 ' N83° 13' 54" W 35.31' 4' ' S S ) 4' ' S S ) 6' ' W 3/ 4 ' ' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 6' ' W 12 ' ' S D ( 12 ' ' S D ( st a i r HAWKER RYAN RPR0000002002B EAST IDAHO CREDIT UNION RPRRXB10175952 LEWIS SCOTT R DDS PC RPR0000017002A TWJ INVESTMENTS LLC RPR0000017001A EREDETTI LLC RPR6N40E204101 FF=4870.17 FF=4870.17 FF=4870.17 FF=4870.17 FF=4870.17 FF=4870.17 FF = 4 8 7 0 . 6 7 FF=4870.17 FF=4870.17 FF=4870.17 BUILDING A 3-STORY HEIGHT=43'-6" FF=4871.20 BUILDING B 1-STORY HEIGHT=51'-8" FF=4871.60 7' 1- 1 / 2 ' ' W 3/4'' W 3/4'' W INSTALL 27' OF 12" ADS N-12. STORM PIPE @ 3.98% CHECK BY DATE SHEETS DRAWN BY REVISIONS OF SHEET NO. DESIGN BY BLJSWRHLE JOB NO: DATE: 22-526 SEPTEMBER 2022 RE X B U R G , I D A H O U- H A U L O F R E X B U R G 11 CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ci v i l & s t r u c t u r a l e n g i n e e r i n g ma t e r i a l s t e s t i n g & l a n d s u r v e y i n g 10 1 S . P a r k A v e n u e , Id a h o F a l l s , I D 8 3 4 0 2 , ( 2 0 8 ) 5 2 4 - 0 2 1 2 80 0 W . J u d i c i a l S t r e e t , Bl a c k f o o t , I D 8 3 2 2 1 , ( 2 0 8 ) 7 8 5 - 2 9 7 7 hl e i n c . c o m CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c SWPPP LAYOUT FOR: U-HAUL ST O R M W A T E R P O L L U T I O N P R E V E N T I O N P L A N C11 N S E C O N D E A S T E 4TH NORTH N T H I R D E A S T REXBURG C O M P A N Y IRRIGATION 60 ' RW 40' SEQUENCE OF MAJOR ACTIVITIES ACTIVITY START DATE END DATE POTENTIAL POLLUTANTS CHEMICAL MSDS #LOCATION TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR OFFSITE OPERATONS START DATE END DATE TO BE FILLED OUT BY CONTRACTOR BEST MANAGEMENT PRACTICES NOTES 1. This plan should be revised and updated to address changes in site conditions, new or revised government regulations, and additional on-site storm water pollution. Additional erosion control measures JUNE be required. 2. All revisions to this plan must be documented on the SWPPP Revision Documentation Form. 3. Current versions of the SWPPP, the NOI, and the NOC will be kept on site for the duration of the project. These items will be available for the use of all operators and site personal involved with erosion and sediment controls, and be available to EPA visiting the site. A notice will be posted near the construction entrance during construction, containing the SWPPP, the NOI and the NOC. 4. Fugitive dust blowing from the site shall be controlled by spraying water and dust control polymers as needed on dry areas of the site. 5. The contractor will be responsible for supervision and inspection of all erosion and sedimentation controls and for ensuring the SWPPP is implemented. 6. Prior to beginning earth-moving activities, including clearing and grubbing, all clearing limits, easements, setbacks, sensitive areas and their buffers will be clearly marked to prevent environmental damage both on and off the site. 7. If sediment is accidentally transported on to the street it will be removed from the street surface on a daily basis. 8. All off-site construction shall be stabilized at the end of the working day. 9. All waste material will be collected and stored in a securely lidded dumpster. The dumpster will meet all local and state solid water management regulations. 10. Portable sanitary units will be provided for use by all workers for the entire project. Sanitary waste will be collected regularly for the portable units by an approved sanitary waste management contractor. 11. All exposed soils will be stabilized with vegetation or covered no more than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. 12. Existing and new vegetation will be maintained to the maximum extent practicable to prevent the contamination of storm water with sediment. 13. The contractor shall be responsible for adjusting the erosion control measure; due to grade changes during the development of the project. 14. Maintain on the site or have readily available sufficient oil and grease absorbing materials to contain and clean up fuel or chemical spills and leaks. 15. Adequate energy dissipation, erosion control, and soil stabilization measures will be provided for all point source discharges of storm water, including run-on discharges and outlets for onsite discharges. 16. Temporary and permanent swells and small detention ponds will be used as necessary to reduce the velocity of runoff and enhance particle settling. 17. Consistent with the general permit requirements, all potential pollutants other than sediment will be handled and disposed of in a manner that does not affect contamination of stormwater. 18. Materials used during construction with the potential to impact storm water, will be stored, managed, used, and disposed of in a manner that minimizes the potential for releases to the environment and especially in the storm water. 19. If a spill of pollutants threatens storm water at the site, the spill response procedures must be implemented in a timley manner to prevent the release of pollutants. 20. All temporary and permanent erosion and sediment control BMPs will be maintained and repaired as needed to assure continued performance of their intended use. 21. All temporary erosion control and sediment control BMPs will be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. 22. Regardless of recommended maintenance schedule, all control measures and inspections shall be performed within 24 hours following any storm of 0.25 inches or greater. An inspection report shall be kept at all times and should be retained for at least three (3) years from the date the site is stabilized. 23. All contractors providing services on the project which JUNE cause storm water pollution will be given a copy of the SWPPP and appropriate training regarding stormwater pollution prevention. NOTE: 1.AFTER ASPHALT PAVING HAS TAKEN PLACE STORM WATER DEVELOPED WILL BE DIRECTED TO DRAINAGE SWALES PER THE APPROVED SITE PLAN AND PERCOLATE IN DESIGNATED AREAS 2.INLET PROTECTION TO BE PLACED ON ALL STORM DRAIN INLETS AFTER INSTALLATION THROUGH THE DURATION OF THE PROJECT. AREA TO BE DISTURBED STABILIZE CONSTRUCTION ENTRANCE/EXIT 20' WIDE X 50' LING 2"-4" CLEAN CRUSHED ROCK APPROX. 6" THICK COMBINATION STAGING AREA & VEHICLE EQUIPMENT CLEANING, FUELING AND MAIN. MATERIALS STORAGE AREA & STOCKPILE MANAGEMENT SILT FENCE OR FIBER ROLL OUT HOUSE STORM WATER DRAINAGE LEGEND SEDIMENTATION AREA LEAK PROOF CONCRETE WASHOUT CHEMICAL STORAGE AREA ULTRA GUARD INLET PROTECTION AKA WITCH HAT COCONUT MAT INLET PROTECTION SWPPP SIGN PROJECT: CONTRACTOR: PLAN LOCATION: ONSITE CONTACT: SWPPP 9-28-22 UGP X X X X X X X X X X X X X X X X FO FO FO FO FO FO FO FO RW RW RW RW RW RW RW RW RW RW RW X X X X X X X X X X X X X X X X X X EO EO EO X X X X X X X 8' ' W T R 8' ' W T R OH P OH P OH P 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR FO FO 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR GB GB RO O F DR A I N S ROOF DRAINS 8' ' S S ( 8'' SS (8'' SS ( 4" S ) st a i r N89° 44' 25"E 480.00' N0 ° 1 5 ' 3 5 " W 2 9 1 . 0 0 ' N89° 44' 25"E 200.00' S0 ° 1 5 ' 3 5 " E 2 9 1 . 0 0 ' N 5 5 ° 0 6 ' 3 5 " W N 3 8 ° 3 1 ' 1 8 " W 2 9 . 9 0 ' N 4 3 ° 3 9 ' 5 5 " W 7 2 . 1 8 ' N55° 00' 35"W 9.80' N73° 1 1 ' 2 7 " W 15.1 9 ' N89° 43' 33"W 46.00' S42 ° 2 3 ' 2 7 " W 55. 4 3 ' S3 0 ° 1 1 ' 1 2 " W 23 . 7 2 ' N0 ° 1 5 ' 3 5 " W 1 8 0 . 0 0 ' S89° 44' 25"W 175.00' N0 ° 1 5 ' 3 5 " W 2 2 0 . 0 0 ' 4' ' S S ) 4' ' S S ) 6' ' W 3/ 4 ' ' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 6' ' W GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB 12 ' ' S D ( 12 ' ' S D ( GB GB GB GB GB GB GB GB GB TW=4870.00 NG=4867.00 TW=4870.00 NG=4867.00 TW=4873.00 NG=4868.00 st a i r TW=4873.00 NG=4868.00 1- 1 / 2 ' ' W 3/4'' W 3/4'' W INSTALL 27' OF 12" ADS N-12. STORM PIPE @ 3.98% FO FO FO FO FO FO FO FO FO FO FO FO LANDSCAPE LAYOUT FOR: REXBURG U-HAUL LA N D S C A P E L A Y O U T 1 L1 LEGEND DECIDUOUS TREE EVERGREEN TREE DECIDUOUS SHRUB EVERGREEN SHRUB ROCK BED SOD PERENNIAL BED FUTURE 3 16"x5" STEEL EDGING FINISHED GRADE SEED FINISHED GRADE SOD 1 2"1" 2" M I N MULCH OR ROCK TREE RING / STEEL EDGING 2" MULCH/ROCK THREE 2"x8' ROUND TREE STAKES TRIANGULARLY SPACED DRIVEN INTO UNDISTURBED SUBGRADE 50 / 50 ORGANIC BARK COMPOST AND NATIVE SOIL BACKFILL AROUND ROOT BALL STANDING UPON UNDISTURBED SOIL6" PLANT WELL SECURE ALL STAKES TO TREE USING 1" CHAIN LOCK TREE TIE TREE PLANTING DETAIL NTS NTS 3' TYP VA R I E S 4" SCH 40 PVC SLEEVE SI D E W A L K RAMP/SIDEWALK 6 " T Y P 3' TYP IRRIGATION SLEEVE DETAIL NTS PLAN VIEW PROFILE VIEW CHECK BY DATE SHEETS DRAWN BY REVISIONS OF SHEET NO. DESIGN BY BLJSWRHLE JOB NO: DATE: 22-526 SEPTEMBER 2022 RE X B U R G , I D A H O U- H A U L O F R E X B U R G 11 CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ci v i l & s t r u c t u r a l e n g i n e e r i n g ma t e r i a l s t e s t i n g & l a n d s u r v e y i n g 10 1 S . P a r k A v e n u e , Id a h o F a l l s , I D 8 3 4 0 2 , ( 2 0 8 ) 5 2 4 - 0 2 1 2 80 0 W . J u d i c i a l S t r e e t , Bl a c k f o o t , I D 8 3 2 2 1 , ( 2 0 8 ) 7 8 5 - 2 9 7 7 hl e i n c . c o m CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c L2 STEEL EDGING: STANDARD HEIGHT: 5" OVERALL MATERIAL THICKNESS: 3 16" STANDARD INSTALL DEPTH: BOTTOM EDGE SHALL BE PLACED 4" BELOW OUTSIDE GRADE FOR SODDED LAWNS AND 4.5" BELOW OUTSIDE GRADE FOR SEEDED LAWNS. INTERIOR BED GRADE SHALL BE 2.5" BELOW TOP OF EDGE. SEE DETAIL THIS PAGE. AGGREGATE SOURCED LOCALLY FROM LOCAL SUPPLIER LISTED BELOW OR EQUIVALENT, 1" NOMINAL TO BE INSTALLED TO NO LESS THAN 2" OF DEPTH. COLOR: TO BE CHOSEN FROM SUPPLIER'S FULL RANGE BY OWNER OR OWNER'S REPRESENTATIVE DECORATIVE LANDSCAPE ROCK: SOD COOL SEASON TURFGRASS COMPOSED OF AT LEAST 50% KENTUCKY BLUEGRASS. PERENNIAL RYE AND FESCUES PERMITTED BUT NOT TO EXCEED 50% VOLUME BY WEIGHT. LANDSAPE NOTES: IRRIGATION UNDERGROUND IRRIGATION POINT OF CONNECTION IS LOCATED BEHIND NORTH CURB AT EAST ACCES. SEE UTILITY PLAN FOR CONTINUATION. SYSTEM DESIGN AND INSTALLATION TO BE PERFORMED BY LICENSED CONTRACTOR. ALL HEADS AND LINES TO BE INSTALLED PRIOR TO PLANT MATERIAL INSTALLATION, DRIP EMITTERS PLACED AFTER INSTALLATION OF PLANT MATERIAL. ZONES SHALL HAVE HEAD TO HEAD COVERAGE AND BE COMPRISED OF LOW FLOW SPRINKLER HEADS. TREES/SHRUBS/PERENNIALS SHALL BE DRIP IRRIGATED. 30' SIGHT TRIANGLE 30' SIGHT TRIANGLE 30' SIGHT TRIANGLE SVD TOTAL LANDSCAPE AREA: 44,342 SQ. FT. X FO FO FO FO FO FO FO FO X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR 8''WTR FO FO FO FO FO 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR 6''WTR GB N0 ° 1 5 ' 3 5 " W 2 9 1 . 0 0 ' N89° 44' 25"E 200.00' S0 ° 1 5 ' 3 5 " E 2 9 1 . 0 0 ' 4' ' S S ) 4' ' S S ) 4' ' S S ) 4' ' S S ) 6' ' W 6' ' W 6' ' W 3/ 4 ' ' W 3/ 4 ' ' W 3/4'' W GB GB GB st a i r 1- 1 / 2 ' ' W 3/4'' W 3/4'' W 3/4'' W 3/4'' W INSTALL 27' OF 12" ADS N-12. STORM PIPE @ 3.98% FO FO FO FO FO FO FO FO FO FO FO FO UGP UGP EO EO 8' ' W T R 8' ' W T R 8' ' W T R 8' ' W T R OH P OH P OH P OH P OH P OH P 6''WTR GB GB N0 ° 1 5 ' 3 5 " W 2 2 0 . 0 0 ' FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO LANDSCAPE LAYOUT 2 FOR: REXBURG U-HAUL LA N D S C A P E L A Y O U T 2 L2 LEGEND DECIDUOUS TREE EVERGREEN TREE DECIDUOUS SHRUB EVERGREEN SHRUB ROCK BED SOD PERENNIAL BED FUTURE CHECK BY DATE SHEETS DRAWN BY REVISIONS OF SHEET NO. DESIGN BY BLJSWRHLE JOB NO: DATE: 22-526 SEPTEMBER 2022 RE X B U R G , I D A H O U- H A U L O F R E X B U R G 11 CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c ci v i l & s t r u c t u r a l e n g i n e e r i n g ma t e r i a l s t e s t i n g & l a n d s u r v e y i n g 10 1 S . P a r k A v e n u e , Id a h o F a l l s , I D 8 3 4 0 2 , ( 2 0 8 ) 5 2 4 - 0 2 1 2 80 0 W . J u d i c i a l S t r e e t , Bl a c k f o o t , I D 8 3 2 2 1 , ( 2 0 8 ) 7 8 5 - 2 9 7 7 hl e i n c . c o m CO P Y R I G H T 2 0 2 2 H L E A L L R I G H T S R E S E R V E D . c L2 PLANT LIST: 1 2 3 BABY BLUE EYES SPRUCE (Picea pungens 'Baby Blue Eyes') CHANTICLEER PEAR (Pyrus calleryana 'Glen's Form') COLUMNAR NORWAY MAPLE (Acer platanoides 'Columnare') CRIMSON SPIRE OAK (Wuercus robur x alba 'Crimschmidt') IVORY SILK LILAC TREE (Syringa reticulata 'Ivory Silk') CIMMARON GREEN ASH (Fraxinus pennsylvanica 'Cimmaron') NORTHERN ACCLAIM HONEYLOCUST (Gleditsia tria. f. inermis 'Harve') DEBORAH MAPLE (Acer platanoides 'Deborah') GREENSPIRE LINDEN (Tilia cordata 'Greenspire') TREE PERENNIAL LOCATIONS TO BE DETERMINED BY INSTALLER SHADE WHITE BLEEDING HEART (Dicentra spectabilis 'Alba') FIRE ALARM CORAL BELLS (Heuchera 'Fire Alarm') TWIST OF LIME CORAL BELLS (Heuchera 'Twist of Lime') AUGUST MOON HOSTA (Hosta x 'August Moon') PATRIOT HOSTA (Hosta 'Patriot') LOCATIONS TO BE DETERMINED BY INSTALLER SUN OVERDAM FEATHER REED GRASS (Calamagrostis acutifolia 'Overdam') KARL FOERSTER FEATHER REED GRASS (Calamagrostis acutifolia 'Karl Foerster') ELIJAH BLUE DWARF FESCUE GRASS (Festuca ovina 'Elijah Blue') CARADONNA SALVIA (Salvia nemorosa 'Caradonna') DWARF REBLOOMING DAYLILY (Hemerocallis 'Purple d'Oro' 'Little Business' etc.) 4 5 6 7 8 9 3 SHRUB 4 6 7 8 9 2 1 BAILEY REDTWIG DOGWOOD (Cornus sericea 'Baileyi') IVORY HALO DOGWOOD (Cornus alba 'Bailhalo') SEM ASH LEAF SPIREA (Sorbaria sorbifolia 'Sem') LIMONCELLO BARBERRY (Berberis thunbergii 'BailErin') LITTLE LIME HYDRANGEA (Hydrangea paniculata 'Jane') DWARF EUROPEAN VIBURNUM (Viburnum opulus 'Nanum') LEMON CANDY NINEBARK (Physocarpus opulifolius 'Podaras') KELSEY DOGWOOD (Cornus sericea 'Kelseyi') INVINCIBELLE WEE WHITE HYDRANGEA (Hydrangea arborescens 'NCHA5') CITRUS TART POTENTILLA (Potentilla fruticosa 'Bailcitrus') FINE LINE BUCKTHORN (Rhamnus frangula 'Ron Williams') CAMPFIRE ROSE (Rosa 'Campfire') OSO EASY ITALIAN ICE ROSE (Rosa 'Chewnicebell') SHOW OFF STARLET FORSYTHIA (Forsythia x intermedia 'Minfor6') AMBER JUBILEE NINEBARK (Physocarpus opufolius 'Jefam') SLOWMOUND MUGO PINE (Pinus mugo 'Slowmound') GOLDFLAME SPIREA (Spirea x bumalda 'Goldflame') 5 10 11 16 17 12 13 14 15 NORTHEAST SOUTHEAST WEST 9 9 9 8 8 8 88 7 7 7 7 7 2 2 2 2 3 3 3 3 4 4 4 4 5 5 5 6 1 1 1 1216 3 11 11 11 11 11 11 11 2 2 2 2 2 2 2 2 15 15 15 3 15 6 6 6 16 16 5 5 14 7 7 8 8 8 10 13 13 12 3 14 6 6 6 17 17 17 4 4 4 8 8 12 9 12 12 9 9 8 8 4 4 4 17 17 6 6 14145688 710 LANDSCAPE IRRIGATION POINT OF CONNECTION 30' SIGHT TRIANGLE 30' SIGHT TRIANGLE 30' SIGHT TRIANGLE 30' SIGHT TRIANGLE SVD Course Bearing Distance L1 N 82°58'19" W 35.31' L2 N 66°55'36" W 28.02' L3 N 54°51'00" W 35.57' L4 N 38°15'43" W 29.90' L5 N 43°24'20" W 72.18' L6 N 54°45'00" W 9.80' L7 N 52°31'33" W 9.81' L8 N 72°55'52" W 15.19' L9 N 81°52'47" W 21.31' L10 N 89°27'58" W 46.00' L11 S 42°39'02" W 55.43' L12 S 30°26'47" W 23.72' PR O P 40 ' A C C E S S PROP 40' ACCESS 55 BLDG. "A" 3-STORY FOOTPRINT = 33,838 G.S.F. TOTAL AREA = 101,514 G.S.F. TR U C K D I S P L A Y PROP STOR. BLDG. 'F' 1,200± S.F. PROP STOR. BLDG. 'G' 1,800± S.F. PROP STOR. BLDG. 'I' 1,200± S.F. PROP STOR. BLDG. 'J' 1,800± S.F. PROP STOR. BLDG. 'K' - 2,000± S.F. PR O P S T O R . B L D G . ' L ' - 2 , 6 0 0 ± S . F . 10 PR O P 40 ' A C C E S S BLDG. "B" 1-STORY TOTAL AREA = 24,756 G.S.F. 5 PROP STOR. BLDG. 'E' 1,800± S.F. PROP STOR. BLDG. 'D' 1,800± S.F. PROP STOR. BLDG. 'C' 1,800± S.F. TR U C K S H A R I N G TRUCK SHARING PROP 40' ACCESS AT EXSTG CURB CUT PROP STOR. BLDG. 'M' 1,200± S.F. ± KNOX BOX MOUNTED AT 60" A.F.F. (B.O.D. KNOXBOX 3200) FDC CONNECTION - SEE SHEET FP101 FOR MORE INFORMATION KNOX BOX MOUNTED AT 60" A.F.F. (B.O.D. KNOXBOX 3200) KNOX BOX MOUNTED AT 60" A.F.F. (B.O.D. KNOXBOX 3200) FDC CONNECTION - SEE SHEET FP101 FOR MORE INFORMATION KNOX BOX MOUNTED AT 60" A.F.F. (B.O.D. KNOXBOX 3200) SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ BUILDING SITE PLAN A1.1 1" = 40'-0" SCALEBUILDING SITE PLAN 1 TRUE NORTH PROJECT NORTH N N COORDINATE WITH RICH BARANSKI AT (602) 263-6502 EXT. 516801 OR ERIC TAYLOR EXT. 516802 FOR ALL LOW VOLTAGE CONDUIT RUNS AND POWER REQUIREMENTS FOR COMMUNICATION CLOSETS. ALL LOW VOLTAGE UNDERGROUND & POWER REQUIREMENTS TO BE INCLUDED IN THE GENERAL CONTRACTORS FINAL BID PROPOSAL. REFER TO CIVIL DRAWINGS FOR ADDITIONAL SITE DIMENSIONS, INFORMATION AND PARKING DIMENSIONS. 3 3 3 A B C 13 1 ' - 0 " 35 ' - 6 " 30 ' - 6 " 29 ' - 6 " 35 ' - 6 " 10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6" 298'-0" SHOWROOM 100 OFFICE 101 BREAKROOM 102 STORAGE 104 STAIR 1 120 RESTROOM 106 REFUSE 105 STORAGE 111 STAIR 2 121 LOBBY 110 EQUIPMENT ELEVATOR 109 COMM MOP/ 108 SELF-STORAGE 112 RM FIRE RISER 107 ELEVATOR RESTROOM 103 E D 10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6" 298'-0" 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 319 COUNTER PLACEMENT AND ORIENTATION PER RETAIL GROUP RE-USE AREA 7'-0"8' - 0 " 12 ' - 7 " 7'-6"12'-6"26'-0"6'-10"10'-2"12'-8"19'-10"22'-0"5'-4"14'-10"9'-3"21'-1"13'-6"13'-6"8'-0"20'-4"16'-0"20'-0"16'-0"22'-8"3"4" 15 ' - 6 " 4" 47 ' - 6 " 3' - 0 " 3" 3"3"3" 3" 3" 20 ' - 5 " 17 ' - 7 " 2' - 8 " 45'-0" 35 ' - 0 " TRUE NORTH * MINIMUM CLEAR HEIGHT IN ROOM 111 SHALL BE EQUAL OR GREATER THAN THE TALLEST OVERHEAD DOOR. CC3 CC4 G J1 H R H1 K L L2 1. WATER - RESISTANT GYPSUM WALL BOARD TO BE USED AT WET LOCATIONS (VERIFY LOCATIONS BASED ON PLUMBING WALLS AND PLUMBING FIXTURES AS SHOWN ON THE BUILDING FLOOR PLANS.) 2. PREFINISHED D-PANEL APPLIED OVER ALL GYPSUM WALL BOARD AT METAL STUD WALL TYPES THAT OCCUR AT AISLES (VERIFY LOCATIONS AS SHOWN ON THE BUILDING FLOOR PLANS.) 3. 5 1/2 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING (MAX) PER IBC CHAPTER 7. 4. 8 INCHES EQUIVALENT THICKNESS - 3 HOUR FIRE - RESISTANCE RATED PER IBC CHAPTER 7. 5. 7 5/8 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING WHEN FULLY GROUTED AND 1 HOUR FIRE - RESISTANCE RATING WHEN PARTIALLY GROUTED OR HOLLOW, PER IBC CHAPTER 7 OR UL DESIGN NO. U935. 6. NON - LOAD BEARING -1 HOUR FIRE - RESISTANCE UL ASSEMBLY RATING PER GENERIC ASSEMBLY GYPSUM ASSOCIATION FILE CHAPTER 7. UL DESIGN NO. U 419 CAN BE UTILIZED AS AN ALTERNATE ASSEMBLY. 7. ALL WALL AND ROOF INSULATION INFORMATION SHALL BE PER ENERGY CODE ANALYSIS ON T1.1, UNLESS NOTED OTHERWISE. 8. SEE ENERGY CODE ANALYSIS ON T1.1 FOR VAPOR AND AIR BARRIER REQUIREMENTS AND LOCATION. PROJECT NORTH TYPICAL WALL TYPE LIST WALL TYPE NOTES 1/16" = 1'-0" SCALEFIRST FLOOR LOCKER PLAN 1 NN 5' - 0 " 5' - 0 " 10 ' - 0 " 5' - 0 " 10 ' - 0 " 5' - 0 " 10 ' - 0 " 5' - 0 " 10 ' - 0 " 10 ' - 0 " 5' - 0 " 10 ' - 0 " 7'-0" 50 ' - 0 " 10 ' - 0 " 5' - 0 " CC1 6" METAL STUDS AT 24" O.C. (UNO) WITH MBCI U-PANEL OR D-PANEL AND KICK PLATE STORAGE SIDE AND 5 8" G.W.B. OTHER SIDE; UNFACED R-19 BATT INSULATION TO STRUCTURE ABOVE; G.W.B. PER NOTE 1 6" METAL STUDS AT 24" O.C. (UNO) WITH MBCI U-PANEL OR D-PANEL AND KICK PLATE SELF-STORAGE SIDE AND D-PANEL OTHER SIDE; UNFACED R-19 BATT INSULATION TO STRUCTURE ABOVE. 6" METAL STUDS AT 24" O.C. (UNO) WITH MBCI D-PANEL BOTH SIDES; UNFACED R-19 BATT INSULATION TO STRUCTURE ABOVE. 6" METAL STUDS AT 24" O.C. WITH 5 8" MOISTURE RESISTANCE (M.R.) G.W.B. EACH SIDE PER NOTE 1 TO STRUCTURE ABOVE. 8" CMU WALL PER STRUCTURAL DRAWINGS; FIRE-RESISTNACE RATED UL ASSEMBLY PER NOTE 5. 3 5 8" METAL STUDS AT 24" O.C. WITH 5 8" TYPE X G.W.B. EACH SIDE TO STRUCTURE ABOVE; 1 HOUR FIRE - RESISTANCE RATED PER NOTE 6. 3 5 8" METAL STUDS AT 24" O.C. WITH 5 8" TYPE X G.W.B. EACH SIDE TO STRUCTURE AND MBCI U-PANEL OR D-PANEL AND KICK PLATE STORAGE SIDE; 1 HOUR FIRE - RESISTANCE RATED PER NOTE 6. 3-5/8" METAL STUDS AT 24" O.C. WITH SINGLE LAYER 5 8" G.W.B. INTERIOR SIDE AND MBCI U-PANEL OR D-PANEL AND KICK PLATE STORAGE SIDE; UN FACED R-13 BATT INSULATION AT ALL RESTROOM WALLS TO STRUCTURE ABOVE - PROVIDE MOISTURE RESISTANT G.W.B. PER NOTE 1. LOAD BEARING LOCKER PARTITION. 4' X 2 12" STEEL CEE STUD POSTS WITH MBCI U-PANEL ONE SIDE (TYP.); REFER TO STRUCTURAL DRAWINGS FOR GAUGE AND SPACING. NON-LOAD BEARING LOCKER PARTITION. 2 12 " X 1 5 8" CEE STUDS AT 5'-0" O.C.WITH MBCI U-PANEL ONE SIDE. PREFINISHED MBCI D-PANEL AT AISLES. COLD FORMED METAL STUDS AT 24" O.C. (UNO) WITH MBCI U-PANEL OR D-PANEL AND KICK PLATE SELF-STORAGE SIDE AND MBCI D-PANEL AND KICK PLATE OTHER SIDE. WALL PANEL EA SIDE TO BE HELD 10" BELOW STRUCTURE/CEILING ASSEMBLY ABOVE. STUD SIZE SHALL BE AS FOLLOWS: UP TO 15 FEET = 3 5 8" X 1 5 8" X 18 GA UP TO 20 FEET = 6" X 1 5 8" X 18 GA UP TO 25 FEET = 6" X 2" X 18 GACC2 6" METAL STUDS AT 24" O.C. (UNO) WITH MBCI D-PANEL STORAGE SIDE AND 5 8" G.W.B. OTHER SIDE; UNFACED R-19 BATT INSULATION TO STRUCTURE ABVOE; G.W.B PER NOTE 1. 105 111B 111C 111D A5.2 1 A4.14 A4.1 1 A4.1 2 A4.1 3 111A 104A 104B 110A 110B 120A 120B 106 109 104C 100B 100A 103 102 121 101 112 10'x5' LOCKER TYP. CC1 CC3 7A TYP. CC3 8'x10' LOCKER L2 L2 L2 10'x15' LOCKER TYP. 10'x10' LOCKER TYP. 5'x5' LOCKER TYP. 6B 6A TYP.TYP. L K TYP. TYP. 5'x10' LOCKER TYP.SIM.A9.1 1 A6.5 1 K TYP. A6.1 1 A6.4 2 A7.5 6 A7.5 9 A6.8 1 A6.8 2 SIM. A7.5 7 10 ' - 0 " 15 ' - 0 " 5' - 0 " 10 ' - 0 " 5'-0" 30'-0"55'-0" A5.1 2 108 3 5 4 2'-4" 3'-0" 5'-0" 2'-10"6'-6"9'-6"4'-0"6'-0"7'-6" 107 5'-0" 5' - 0 " L 5'-0" 10 ' x 5 ' 5'-0" 5'-0"5'-0" A7.5 7 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ FIRST FLOOR LOCKER PLAN A2.1 SEE A9.# SERIES SHEETS FOR STORAGE CONSTRUCTION DETAILS. CONTRACTOR SHALL CONFIRM STORAGE LAYOUT PRIOR TO CONSTRUCTION. NOTIFY OWNER/ARCHITECT OF ANY DISCREPANCIES. REFER TO SHEET A7.0 FOR DOOR TYPES AND RELATED NOTES. ALL DOOR DIMENSION IS TO CENTERLINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL (UHI) FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS. ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER - NO SUBSTITUTIONS. 1 1 1 1 1 2 2 2 2 2 3 3 3 3 3 3 TRUE NORTH PROJECT NORTH TYPICAL WALL TYPE LIST WALL TYPE NOTES 1/16" = 1'-0" SCALESECOND FLOOR LOCKER PLAN 1 NN A B C 13 1 ' - 0 " 35 ' - 6 " 30 ' - 6 " 29 ' - 6 " 35 ' - 6 " 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6" 298'-0" E D STAIR 1 220 STAIR 2 221 COMM MOP/ 208 SELF-STORAGE 212 ELEVATOR 9 1'-0"56'-0" CANOPY 4"20'-6"25'-6"116'-6"38'-0"22'-10"6'-6"3'-0"6'-6"20'-0"6'-6"3'-0"6'-6"22'-8"3" 15 ' - 6 " 4" 46 ' - 8 " 3' - 1 0 " 4" 18'-0"4"19'-0"42'-9"3" 3" 38 ' - 0 " 3" 3"3" 3" CC3 CC4 G J1 H R H1 K L L2 1. WATER - RESISTANT GYPSUM WALL BOARD TO BE USED AT WET LOCATIONS (VERIFY LOCATIONS BASED ON PLUMBING WALLS AND PLUMBING FIXTURES AS SHOWN ON THE BUILDING FLOOR PLANS.) 2. PREFINISHED D-PANEL APPLIED OVER ALL GYPSUM WALL BOARD AT METAL STUD WALL TYPES THAT OCCUR AT AISLES(VERIFY LOCATIONS AS SHOWN ON THE BUILDING FLOOR PLANS.) 3. 5 1/2 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING (MAX) PER IBC CHAPTER 7. 4. 8 INCHES EQUIVALENT THICKNESS - 3 HOUR FIRE - RESISTANCE RATED PER IBC CHAPTER 7. 5. 7 5/8 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING WHEN FULLY GROUTED AND 1 HOUR FIRE - RESISTANCE RATING WHEN PARTIALLY GROUTED OR HOLLOW, PER IBC CHAPTER 7 OR UL DESIGN NO. U935. 6. NON - LOAD BEARING -1 HOUR FIRE - RESISTANCE UL ASSEMBLY RATING PER GENERIC ASSEMBLY GYPSUM ASSOCIATION FILE CHAPTER 7. UL DESIGN NO. U 419 CAN BE UTILIZED AS AN ALTERNATE ASSEMBLY. 7. ALL WALL AND ROOF INSULATION INFORMATION SHALL BE PER ENERGY CODE ANALYSIS ON T1.1, UNLESS NOTED OTHERWISE. 8. SEE ENERGY CODE ANALYSIS ON T1.1 FOR VAPOR AND AIR BARRIER REQUIREMENTS AND LOCATION. CC1 6" METAL STUDS AT 24" O.C. (UNO) WITH MBCI U-PANEL OR D-PANEL AND KICK PLATE STORAGE SIDE AND 5 8" G.W.B. OTHER SIDE; UNFACED R-19 BATT INSULATION TO STRUCTURE ABOVE; G.W.B. PER NOTE 1 6" METAL STUDS AT 24" O.C. (UNO) WITH MBCI U-PANEL OR D-PANEL AND KICK PLATE SELF-STORAGE SIDE AND D-PANEL OTHER SIDE; UNFACED R-19 BATT INSULATION TO STRUCTURE ABOVE. 6" METAL STUDS AT 24" O.C. (UNO) WITH MBCI D-PANEL BOTH SIDES; UNFACED R-19 BATT INSULATION TO STRUCTURE ABOVE. 6" METAL STUDS AT 24" O.C. WITH 5 8" MOISTURE RESISTANCE (M.R.) G.W.B. EACH SIDE PER NOTE 1 TO STRUCTURE ABOVE. 8" CMU WALL PER STRUCTURAL DRAWINGS; FIRE-RESISTNACE RATED UL ASSEMBLY PER NOTE 5. 3 5 8" METAL STUDS AT 24" O.C. WITH 5 8" TYPE X G.W.B. EACH SIDE TO STRUCTURE ABOVE; 1 HOUR FIRE - RESISTANCE RATED PER NOTE 6. 3 5 8" METAL STUDS AT 24" O.C. WITH 5 8" TYPE X G.W.B. EACH SIDE TO STRUCTURE AND MBCI U-PANEL OR D-PANEL AND KICK PLATE STORAGE SIDE; 1 HOUR FIRE - RESISTANCE RATED PER NOTE 6. 3-5/8" METAL STUDS AT 24" O.C. WITH SINGLE LAYER 5 8" G.W.B. INTERIOR SIDE AND MBCI U-PANEL OR D-PANEL AND KICK PLATE STORAGE SIDE; UN FACED R-13 BATT INSULATION AT ALL RESTROOM WALLS TO STRUCTURE ABOVE - PROVIDE MOISTURE RESISTANT G.W.B. PER NOTE 1. LOAD BEARING LOCKER PARTITION. 4' X 2 12" STEEL CEE STUD POSTS WITH MBCI U-PANEL ONE SIDE (TYP.); REFER TO STRUCTURAL DRAWINGS FOR GAUGE AND SPACING. NON-LOAD BEARING LOCKER PARTITION. 2 12 " X 1 5 8" CEE STUDS AT 5'-0" O.C.WITH MBCI U-PANEL ONE SIDE. PREFINISHED MBCI D-PANEL AT AISLES. COLD FORMED METAL STUDS AT 24" O.C. (UNO) WITH MBCI U-PANEL OR D-PANEL AND KICK PLATE SELF-STORAGE SIDE AND MBCI D-PANEL AND KICK PLATE OTHER SIDE. WALL PANEL EA SIDE TO BE HELD 10" BELOW STRUCTURE/CEILING ASSEMBLY ABOVE. STUD SIZE SHALL BE AS FOLLOWS: UP TO 15 FEET = 3 5 8" X 1 5 8" X 18 GA UP TO 20 FEET = 6" X 1 5 8" X 18 GA UP TO 25 FEET = 6" X 2" X 18 GACC2 6" METAL STUDS AT 24" O.C. (UNO) WITH MBCI D-PANEL STORAGE SIDE AND 5 8" G.W.B. OTHER SIDE; UNFACED R-19 BATT INSULATION TO STRUCTURE ABVOE; G.W.B PER NOTE 1. 15'x10' LOCKER TYP. 7'x10' LOCKER 7A TYP. 5'-0" 10'x5' LOCKER TYP. 208220 A5.1 1 A5.1 2 A6.4 4 A6.8 3 A7.5 9 A4.14 A4.1 1 A4.1 2 A4.1 3 10'x10' LOCKER TYP. 5'x5' LOCKER TYP. 6B 6A TYP.TYP. L K TYP. TYP. 5'x10' LOCKER TYP.SIM.A9.1 1 K TYP. 15 ' - 0 " 5' - 0 " 10 ' - 0 " 5' - 0 " 10 ' - 0 " 10 ' - 0 " 5' - 0 " 5' - 0 " 10 ' - 0 " 10 ' - 0 " 5' - 0 " 10 ' - 0 " 10 ' - 0 " 5' - 0 " 5' - 0 " 10 ' - 0 " 7'-0" 5' - 0 " 10 ' - 0 " 5' - 0 " 10 ' - 0 " 15 ' - 0 " 10 ' - 0 " 5' - 0 " 5' - 0 " 221 6 18'-0" 18 ' - 0 " 6 18'-0" 6 9B 9B 9B 9B 6B 6B 6B 6B 6B 6B 6B 6B 6B 5'-0" 5'-0" 6B 6B 6B 6B 6B9B 5'-0"5'-0" L TYP. 9B 9B 9B 9B 9B 6B 6B 6B 6B 6B 6B 6B 6B A6.5 4 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ SECOND FLOOR LOCKER PLAN A2.2 SEE A9.# SERIES SHEETS FOR STORAGE CONSTRUCTION DETAILS. CONTRACTOR SHALL CONFIRM STORAGE LAYOUT PRIOR TO CONSTRUCTION. NOTIFY OWNER/ARCHITECT OF ANY DISCREPANCIES. REFER TO SHEET A7.0 FOR DOOR TYPES AND RELATED NOTES. ALL DOOR DIMENSION IS TO CENTERLINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL (UHI) FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS. ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER - NO SUBSTITUTIONS. 1 1 1 1 1 2 2 3 3 33 3 TRUE NORTH PROJECT NORTH TYPICAL WALL TYPE LIST WALL TYPE NOTES 1/16" = 1'-0" SCALETHIRD FLOOR LOCKER PLAN 1 NN A B C 13 1 ' - 0 " 35 ' - 6 " 30 ' - 6 " 29 ' - 6 " 35 ' - 6 " 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6" 298'-0" E D STAIR 1 320 RESTROOM 306 STAIR 2 321 COMM MOP/ 308 SELF-STORAGE 312 ELEVATOR 4"20'-6"25'-6"116'-6"38'-0"22'-10"6'-6"3'-0"6'-6"20'-0"6'-6"3'-6"6'-6"22'-8"3" 15 ' - 6 " 4" 46 ' - 8 " 3' - 1 0 " 4" 18'-0"4"19'-0"42'-9"3" 3" 38 ' - 0 " 3"3" 3"3" CC3 CC4 G J1 H R H1 K L L2 1. WATER - RESISTANT GYPSUM WALL BOARD TO BE USED AT WET LOCATIONS (VERIFY LOCATIONS BASED ON PLUMBING WALLS AND PLUMBING FIXTURES AS SHOWN ON THE BUILDING FLOOR PLANS.) 2. PREFINISHED D-PANEL APPLIED OVER ALL GYPSUM WALL BOARD AT METAL STUD WALL TYPES THAT OCCUR AT AISLES (VERIFY LOCATIONS AS SHOWN ON THE BUILDING FLOOR PLANS.) 3. 5 1/2 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING (MAX) PER IBC CHAPTER 7. 4. 8 INCHES EQUIVALENT THICKNESS - 3 HOUR FIRE - RESISTANCE RATED PER IBC CHAPTER 7. 5. 7 5/8 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING WHEN FULLY GROUTED AND 1 HOUR FIRE - RESISTANCE RATING WHEN PARTIALLY GROUTED OR HOLLOW, PER IBC CHAPTER 7 OR UL DESIGN NO. U935. 6. NON - LOAD BEARING -1 HOUR FIRE - RESISTANCE UL ASSEMBLY RATING PER GENERIC ASSEMBLY GYPSUM ASSOCIATION FILE CHAPTER 7. UL DESIGN NO. U 419 CAN BE UTILIZED AS AN ALTERNATE ASSEMBLY. 7. ALL WALL AND ROOF INSULATION INFORMATION SHALL BE PER ENERGY CODE ANALYSIS ON T1.1, UNLESS NOTED OTHERWISE. 8. SEE ENERGY CODE ANALYSIS ON T1.1 FOR VAPOR AND AIR BARRIER REQUIREMENTS AND LOCATION. CC1 6" METAL STUDS AT 24" O.C. (UNO) WITH MBCI U-PANEL OR D-PANEL AND KICK PLATE STORAGE SIDE AND 5 8" G.W.B. OTHER SIDE; UNFACED R-19 BATT INSULATION TO STRUCTURE ABOVE; G.W.B. PER NOTE 1 6" METAL STUDS AT 24" O.C. (UNO) WITH MBCI U-PANEL OR D-PANEL AND KICK PLATE SELF-STORAGE SIDE AND D-PANEL OTHER SIDE; UNFACED R-19 BATT INSULATION TO STRUCTURE ABOVE. 6" METAL STUDS AT 24" O.C. (UNO) WITH MBCI D-PANEL BOTH SIDES; UNFACED R-19 BATT INSULATION TO STRUCTURE ABOVE. 6" METAL STUDS AT 24" O.C. WITH 5 8" MOISTURE RESISTANCE (M.R.) G.W.B. EACH SIDE PER NOTE 1 TO STRUCTURE ABOVE. 8" CMU WALL PER STRUCTURAL DRAWINGS; FIRE-RESISTNACE RATED UL ASSEMBLY PER NOTE 5. 3 5 8" METAL STUDS AT 24" O.C. WITH 5 8" TYPE X G.W.B. EACH SIDE TO STRUCTURE ABOVE; 1 HOUR FIRE - RESISTANCE RATED PER NOTE 6. 3 5 8" METAL STUDS AT 24" O.C. WITH 5 8" TYPE X G.W.B. EACH SIDE TO STRUCTURE AND MBCI U-PANEL OR D-PANEL AND KICK PLATE STORAGE SIDE; 1 HOUR FIRE - RESISTANCE RATED PER NOTE 6. 3-5/8" METAL STUDS AT 24" O.C. WITH SINGLE LAYER 5 8" G.W.B. INTERIOR SIDE AND MBCI U-PANEL OR D-PANEL AND KICK PLATE STORAGE SIDE; UN FACED R-13 BATT INSULATION AT ALL RESTROOM WALLS TO STRUCTURE ABOVE - PROVIDE MOISTURE RESISTANT G.W.B. PER NOTE 1. LOAD BEARING LOCKER PARTITION. 4' X 2 12" STEEL CEE STUD POSTS WITH MBCI U-PANEL ONE SIDE (TYP.); REFER TO STRUCTURAL DRAWINGS FOR GAUGE AND SPACING. NON-LOAD BEARING LOCKER PARTITION. 2 12 " X 1 5 8" CEE STUDS AT 5'-0" O.C.WITH MBCI U-PANEL ONE SIDE. PREFINISHED MBCI D-PANEL AT AISLES. COLD FORMED METAL STUDS AT 24" O.C. (UNO) WITH MBCI U-PANEL OR D-PANEL AND KICK PLATE SELF-STORAGE SIDE AND MBCI D-PANEL AND KICK PLATE OTHER SIDE. WALL PANEL EA SIDE TO BE HELD 10" BELOW STRUCTURE/CEILING ASSEMBLY ABOVE. STUD SIZE SHALL BE AS FOLLOWS: UP TO 15 FEET = 3 5 8" X 1 5 8" X 18 GA UP TO 20 FEET = 6" X 1 5 8" X 18 GA UP TO 25 FEET = 6" X 2" X 18 GACC2 6" METAL STUDS AT 24" O.C. (UNO) WITH MBCI D-PANEL STORAGE SIDE AND 5 8" G.W.B. OTHER SIDE; UNFACED R-19 BATT INSULATION TO STRUCTURE ABVOE; G.W.B PER NOTE 1. 15'x10' LOCKER TYP. 10'x8' LOCKER 7A TYP. 5'-0" 10'x5' LOCKER TYP. 308320 A5.1 1 A5.1 2 A6.4 6 A6.8 3 A7.5 9 A4.14 A4.1 1 A4.1 2 A4.1 3 10'x10' LOCKER TYP. 5'x5' LOCKER TYP. 6B 6A TYP.TYP. L K TYP. TYP. 5'x10' LOCKER TYP.SIM.A9.1 1 K TYP. 15 ' - 0 " 5' - 0 " 10 ' - 0 " 5' - 0 " 10 ' - 0 " 10 ' - 0 " 5' - 0 " 5' - 0 " 10 ' - 0 " 10 ' - 0 " 5' - 0 " 10 ' - 0 " 10 ' - 0 " 5' - 0 " 5' - 0 " 10 ' - 0 " 7'-0" 5' - 0 " 10 ' - 0 " 5' - 0 " 10 ' - 0 " 15 ' - 0 " 10 ' - 0 " 5' - 0 " 5' - 0 " 306 321 A6.5 6 A7.5 5 6 18'-0" 18 ' - 0 " 6 18'-0" 6 5'-0" 9B 9B 9B 9B 6B 6B 6B 6B 6B 6B 6B 6B 6B 5'-0" 6B 6B 6B 6B 6B9B L TYP. 9B 9B 9B 9B 9B 6B 6B 6B 6B 6B 6B 6B 6B SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ THIRD FLOOR LOCKER PLAN A2.3 SEE A9.# SERIES SHEETS FOR STORAGE CONSTRUCTION DETAILS. CONTRACTOR SHALL CONFIRM STORAGE LAYOUT PRIOR TO CONSTRUCTION. NOTIFY OWNER/ARCHITECT OF ANY DISCREPANCIES. REFER TO SHEET A7.0 FOR DOOR TYPES AND RELATED NOTES. ALL DOOR DIMENSION IS TO CENTERLINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL (UHI) FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS. ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER - NO SUBSTITUTIONS. 1 1 1 1 1 1 2 2 3 3 33 TRUE NORTH * MINIMUM CLEAR HEIGHT IN ROOM 121 SHALL BE EQUAL OR GREATER THAN THE TALLEST OVERHEAD DOOR. PROJECT NORTH TYPICAL WALL TYPE LIST WALL TYPE NOTES 1/16" = 1'-0" SCALEFIRST FLOOR DIMENSION PLAN 1 NN CT 5 1 2" CONCRETE TILT-UP PANEL WALL, LIGHT BROOM FINISH (EXTERIOR SIDE ONLY), PANEL EDGES TO RECEIVE 3 4" CHAMFER ON EXTERIOR SIDE, 90 ON INTERIOR SIDE SEE NOTE 3. G 8" CMU WALL PER STRUCTURAL DRAWINGS; FIRE - RESISTANCE RATED UL ASSEMBLY PER NOTE 5. M1 HORIZONTAL METAL GIRTS PER STRUCTURAL DRAWINGS A B C 13 1 ' - 0 " 35 ' - 6 " 30 ' - 6 " 29 ' - 6 " 35 ' - 6 " 10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6" 298'-0" SHOWROOM 100 OFFICE 101 BREAKROOM 102 STORAGE 104 STAIR 1 120 RESTROOM 106 REFUSE 105 STORAGE 111 STAIR 2 121 LOBBY 110 EQUIPMENT ELEVATOR 109 COMM MOP/ 108 SELF-STORAGE 112 RM FIRE RISER 107 ELEVATOR RESTROOM 103 E D 10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6" 298'-0" 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 319 COUNTER PLACEMENT AND ORIENTATION PER RETAIL GROUP RE-USE AREA 7'-0"8' - 0 " 12 ' - 7 " 7'-6"12'-6"26'-0"6'-10"10'-2"12'-8"19'-10"22'-0"5'-4"14'-10"9'-3"21'-1"13'-6"13'-6"8'-0"20'-4"16'-0"20'-0"16'-0"22'-8"3"4" 15 ' - 6 " 4" 47 ' - 6 " 3' - 0 " 3" 3"3"3" 3" 3" 20 ' - 5 " 17 ' - 7 " 2' - 8 " 45'-0" 35 ' - 0 " 1. WATER - RESISTANT GYPSUM WALL BOARD TO BE USED AT WET LOCATIONS (VERIFY LOCATIONS BASED ON PLUMBING WALLS AND PLUMBING FIXTURES AS SHOWN ON THE BUILDING FLOOR PLANS.) 2. PREFINISHED D-PANEL APPLIED OVER ALL GYPSUM WALL BOARD AT METAL STUD WALL TYPES THAT OCCUR AT AISLES (VERIFY LOCATIONS AS SHOWN ON THE BUILDING FLOOR PLANS.) 3. 5 1/2 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING (MAX) PER IBC CHAPTER 7. 4. 8 INCHES EQUIVALENT THICKNESS - 3 HOUR FIRE - RESISTANCE RATED PER IBC CHAPTER 7. 5. 7 5/8 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING WHEN FULLY GROUTED AND 1 HOUR FIRE - RESISTANCE RATING WHEN PARTIALLY GROUTED OR HOLLOW, PER IBC CHAPTER 7 OR UL DESIGN NO. U935. 6. NON - LOAD BEARING -1 HOUR FIRE - RESISTANCE UL ASSEMBLY RATING PER GENERIC ASSEMBLY GYPSUM ASSOCIATION FILE CHAPTER 7. UL DESIGN NO. U 419 CAN BE UTILIZED AS AN ALTERNATE ASSEMBLY. 7. ALL WALL AND ROOF INSULATION INFORMATION SHALL BE PER ENERGY CODE ANALYSIS ON T1.1, UNLESS NOTED OTHERWISE. 8. SEE ENERGY CODE ANALYSIS ON T1.1 FOR VAPOR AND AIR BARRIER REQUIREMENTS AND LOCATION. A5.1 1 A7.5 6 A4.1 3 A8.3 2 A8.3 2 A8.3 2 A8.3 2 SIM.SIM. SIM. A8.3 9 CT CT CT CT M2 INSULATED METAL PANEL SECURED TO HORIZONTAL STRUCTURAL GIRTS WITH INSULATION AND VAPOR/AIR BARRIERS PER WALL TYPE NOTES. H H1 3 5 8" METAL STUDS AT 24" O.C. WITH 5 8" TYPE X G.W.B. EACH SIDE TO STRUCTURE ABOVE; 1 HOUR FIRE - RESISTANCE RATED PER NOTE 6. 3 5 8" METAL STUDS AT 24" O.C. WITH 5 8" TYPE X G.W.B. EACH SIDE TO STRUCTURE AND MBCI U-PANEL OR D-PANEL AND KICK PLATE STORAGE SIDE; 1 HOUR FIRE - RESISTANCE RATED PER NOTE 6. A8.3 2 SIM. A8.3 2 TYP. A8.3 9 TYP. A8.3 9 SIM. SIM. A8.3 9 TYP. A5.1 2 A8.3 9 TYP. A8.3 9 SIM. CT A8.3 2 SIM. CT H1 H1 G G A5.2 4 A5.2 2 A5.2 3 A5.2 3 A5.2 1 A5.2 3 A5.2 4 A5.2 2 A5.2 3 A5.2 3 A5.2 1 A5.2 3 Z-FURRING CHANNELS SPACED 24" O.C. WITH INSULATION PER WALL TYPE NOTES. CHANNEL DEPTH TO MATCH INSULATIONS THICKNESS. SINGLE LAYER 5/8" GWB PER ROOM FINISH SCHEDULE. Z-FURRING CHANNELS SPACED 24" O.C. WITH INSULATION PER WALL TYPE NOTES. CHANNEL DEPTH TO MATCH INSULATIONS THICKNESS. PREFINISHED D-PANEL AT CORRIDORS OR U-PANEL AT STORAGE TO STRUCTURE ABOVE. Y3 Y2 SEE ELEVATIONS FOR MATERIAL ACCENTS, TYPICAL SEE ELEVATIONS FOR MATERIAL ACCENTS, TYPICAL SEE ELEVATIONS FOR MATERIAL ACCENTS, TYPICAL M3 INSULATED METAL PANEL SECURED TO CONCRETE TILT-UP PANEL WALL. M3 M3 M3 M3 M3CT CT M3 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ FIRST FLOOR DIMENSION PLAN A2.4 SEE A9.# SERIES SHEETS FOR STORAGE CONSTRUCTION DETAILS. CONTRACTOR SHALL CONFIRM STORAGE LAYOUT PRIOR TO CONSTRUCTION. NOTIFY OWNER/ARCHITECT OF ANY DISCREPANCIES. REFER TO SHEET A7.0 FOR DOOR TYPES AND RELATED NOTES. ALL DOOR DIMENSION IS TO CENTERLINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL (UHI) FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS. ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER - NO SUBSTITUTIONS. 3 3 3 3 3 3 3 3 3 3 TRUE NORTH PROJECT NORTH TYPICAL WALL TYPE LIST WALL TYPE NOTES 1/16" = 1'-0" SCALESECOND FLOOR DIMENSION PLAN 1 NN A B C 13 1 ' - 0 " 35 ' - 6 " 30 ' - 6 " 29 ' - 6 " 35 ' - 6 " 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6" 298'-0" E D STAIR 1 220 STAIR 2 221 COMM MOP/ 208 SELF-STORAGE 212 ELEVATOR 9 1'-0"56'-0" CANOPY 4"20'-6"25'-6"116'-6"38'-0"22'-10"6'-6"3'-0"6'-6"20'-0"6'-6"3'-0"6'-6"22'-8"3" 15 ' - 6 " 4" 46 ' - 8 " 3' - 1 0 " 4" 18'-0"4"19'-0"42'-9"3" 3" 38 ' - 0 " 3" 3"3" 3" CT 5 1 2" CONCRETE TILT-UP PANEL WALL, LIGHT BROOM FINISH (EXTERIOR SIDE ONLY), PANEL EDGES TO RECEIVE 3 4" CHAMFER ON EXTERIOR SIDE, 90 ON INTERIOR SIDE SEE NOTE 3. G 8" CMU WALL PER STRUCTURAL DRAWINGS; FIRE - RESISTANCE RATED UL ASSEMBLY PER NOTE 5. M1 HORIZONTAL METAL GIRTS PER STRUCTURAL DRAWINGS 1. WATER - RESISTANT GYPSUM WALL BOARD TO BE USED AT WET LOCATIONS (VERIFY LOCATIONS BASED ON PLUMBING WALLS AND PLUMBING FIXTURES AS SHOWN ON THE BUILDING FLOOR PLANS.) 2. PREFINISHED D-PANEL APPLIED OVER ALL GYPSUM WALL BOARD AT METAL STUD WALL TYPES THAT OCCUR AT AISLES (VERIFY LOCATIONS AS SHOWN ON THE BUILDING FLOOR PLANS.) 3. 5 1/2 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING (MAX) PER IBC CHAPTER 7. 4. 8 INCHES EQUIVALENT THICKNESS - 3 HOUR FIRE - RESISTANCE RATED PER IBC CHAPTER 7. 5. 7 5/8 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING WHEN FULLY GROUTED AND 1 HOUR FIRE - RESISTANCE RATING WHEN PARTIALLY GROUTED OR HOLLOW, PER IBC CHAPTER 7 OR UL DESIGN NO. U935. 6. NON - LOAD BEARING -1 HOUR FIRE - RESISTANCE UL ASSEMBLY RATING PER GENERIC ASSEMBLY GYPSUM ASSOCIATION FILE CHAPTER 7. UL DESIGN NO. U 419 CAN BE UTILIZED AS AN ALTERNATE ASSEMBLY. 7. ALL WALL AND ROOF INSULATION INFORMATION SHALL BE PER ENERGY CODE ANALYSIS ON T1.1, UNLESS NOTED OTHERWISE. 8. SEE ENERGY CODE ANALYSIS ON T1.1 FOR VAPOR AND AIR BARRIER REQUIREMENTS AND LOCATION. M2 MBCI INSULATED METAL PANEL SECURED TO HORIZONTAL STRUCTURAL GIRTS WITH INSULATION AND VAPOR/AIR BARRIERS PER WALL TYPE NOTES. H H1 3 5 8" METAL STUDS AT 24" O.C. WITH 5 8" TYPE X G.W.B. EACH SIDE TO STRUCTURE ABOVE; 1 HOUR FIRE - RESISTANCE RATED PER NOTE 6. 3 5 8" METAL STUDS AT 24" O.C. WITH 5 8" TYPE X G.W.B. EACH SIDE TO STRUCTURE AND MBCI U-PANEL OR D-PANEL AND KICK PLATE STORAGE SIDE; 1 HOUR FIRE - RESISTANCE RATED PER NOTE 6. A5.1 1 A5.1 2 A8.4 10 A8.4 10 A8.4 10 A8.4 10 SIM.SIM. SIM. A8.4 10 SIM. A4.14 A4.1 1 A4.1 2 A4.1 3 G G M2 M2 M2 M2 M2 A5.2 4 A5.2 2 A5.2 3 A5.2 3 A5.2 1 A5.2 3 A5.2 4 A5.2 2 A5.2 3 A5.2 3 A5.2 1 A5.2 3 SEE ELEVATIONS FOR MATERIAL ACCENTS, TYPICAL SEE ELEVATIONS FOR MATERIAL ACCENTS, TYPICAL SEE ELEVATIONS FOR MATERIAL ACCENTS, TYPICAL SEE ELEVATIONS FOR MATERIAL ACCENTS, TYPICAL SEE ELEVATIONS FOR MATERIAL ACCENTS, TYPICAL SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ SECOND FLOOR DIMENSION PLAN A2.5 SEE A9.# SERIES SHEETS FOR STORAGE CONSTRUCTION DETAILS. CONTRACTOR SHALL CONFIRM STORAGE LAYOUT PRIOR TO CONSTRUCTION. NOTIFY OWNER/ARCHITECT OF ANY DISCREPANCIES. REFER TO SHEET A7.0 FOR DOOR TYPES AND RELATED NOTES. ALL DOOR DIMENSION IS TO CENTERLINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL (UHI) FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS. ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER - NO SUBSTITUTIONS. 1 11 1 1 3 3 3 TRUE NORTH 1. WATER - RESISTANT GYPSUM WALL BOARD TO BE USED AT WET LOCATIONS (VERIFY LOCATIONS BASED ON PLUMBING WALLS AND PLUMBING FIXTURES AS SHOWN ON THE BUILDING FLOOR PLANS.) 2. PREFINISHED D-PANEL TO APPLIED OVER ALL GYPSUM WALL BOARD AT METAL STUD WALL TYPES THAT OCCUR AT AISLES(VERIFY LOCATIONS AS SHOWN ON THE BUILDING FLOOR PLANS.) 3. 5 1/2 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING (MAX) PER IBC CHAPTER 7. 4. 8 INCHES EQUIVALENT THICKNESS - 3 HOUR FIRE - RESISTANCE RATED PER IBC CHAPTER 7. 5. 7 5/8 INCHES EQUIVALENT THICKNESS - 2 HOUR FIRE - RESISTANCE RATING WHEN FULLY GROUTED AND 1 HOUR FIRE - RESISTANCE RATING WHEN PARTIALLY GROUTED OR HOLLOW, PER IBC CHAPTER 7 OR UL DESIGN NO. U935. 6. NON - LOAD BEARING -1 HOUR FIRE - RESISTANCE UL ASSEMBLY RATING PER GENERIC ASSEMBLY GYPSUM ASSOCIATION FILE CHAPTER 7. UL DESIGN NO. U 419 CAN BE UTILIZED AS AN ALTERNATE ASSEMBLY. 7. ALL WALL AND ROOF INSULATION INFORMATION SHALL BE PER ENERGY CODE ANALYSIS ON T1.1, UNLESS NOTED OTHERWISE. 8. SEE ENERGY CODE ANALYSIS ON T1.1 FOR VAPOR AND AIR BARRIER REQUIREMENTS AND LOCATION. PROJECT NORTH TYPICAL WALL TYPE LIST WALL TYPE NOTES 1/16" = 1'-0" SCALETHIRD FLOOR DIMENSION PLAN 1 NN A 5 1 2" CONCRETE TILT-UP PANEL WALL, LIGHT BROOM FINISH (EXTERIOR SIDE ONLY), PANEL EDGES TO RECEIVE 3 4" CHAMFER ON EXTERIOR SIDE, 90 ON G 8" CMU WALL PER STRUCTURAL DRAWINGS; FIRE - RESISTANCE RATED UL ASSEMBLY PER NOTE 5. INTERIOR SIDE SEE NOTE 3. M2 MBCI INSULATED METAL PANEL SECURED TO HORIZONTAL STRUCTURAL GIRTS WITH INSULATION AND VAPOR/AIR BARRIERS PER WALL TYPES NOTES. A B C 13 1 ' - 0 " 35 ' - 6 " 30 ' - 6 " 29 ' - 6 " 35 ' - 6 " 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"9'-6"10'-6"10'-0"10'-0"10'-0"10'-0"10'-0"7'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-6" 298'-0" E D STAIR 1 320 RESTROOM 306 STAIR 2 321 COMM MOP/ 308 SELF-STORAGE 312 ELEVATOR 4"20'-6"25'-6"116'-6"38'-0"22'-10"6'-6"3'-0"6'-6"20'-0"6'-6"3'-6"6'-6"22'-8"3" 15 ' - 6 " 4" 46 ' - 8 " 3' - 1 0 " 4" 18'-0"4"19'-0"42'-9"3" 3" 38 ' - 0 " 3"3" 3"3" A7.5 6 H1 G A5.1 2 A8.4 10 A8.4 10 A8.4 10 A8.4 10 SIM.SIM. SIM. A8.4 10 SIM. A4.14 A4.1 2 A4.1 3 G M2 M2 M2 M2 M2 A5.2 4 A5.2 2 A5.2 3 A5.2 3 A5.2 1 A5.2 3 A5.2 4 A5.2 2 A5.2 3 A5.2 3 A5.2 1 A5.2 3 A5.1 1 SEE ELEVATIONS FOR MATERIAL ACCENTS, TYPICAL SEE ELEVATIONS FOR MATERIAL ACCENTS, TYPICAL SEE ELEVATIONS FOR MATERIAL ACCENTS, TYPICAL SEE ELEVATIONS FOR MATERIAL ACCENTS, TYPICAL SEE ELEVATIONS FOR MATERIAL ACCENTS, TYPICAL SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ THIRD FLOOR DIMENSION PLAN A2.6 SEE A9.# SERIES SHEETS FOR STORAGE CONSTRUCTION DETAILS. CONTRACTOR SHALL CONFIRM STORAGE LAYOUT PRIOR TO CONSTRUCTION. NOTIFY OWNER/ARCHITECT OF ANY DISCREPANCIES. REFER TO SHEET A7.0 FOR DOOR TYPES AND RELATED NOTES. ALL DOOR DIMENSION IS TO CENTERLINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL (UHI) FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS. ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER - NO SUBSTITUTIONS. 1 1 11 1 1 3 3 3 TRUE NORTH PROJECT NORTH ROOF PLAN GENERAL NOTES 1/16" = 1'-0" SCALEROOF PLAN 1 NN ROOF PLAN KEYNOTES 3/ 8 " P E R F T . M I N . 01 OUTLINE OF INTERIOR STAIRCASE SHAFT OUTLINE OF INTERIOR ELEVATOR SHAFT LOW EAVE DRIP-EDGE TRIM 02 03 A.CONTRACTOR SHALL INFORM OWNER OF ANY METAL COMPONENTS THAT ARE DAMAGED OR UNSUITABLE FOR NEW ROOF APPLICATION. ALL MATERIALS MUST BE INVENTORIED WITHIN 48 HOURS OF DELIVERY OR CONTRACTOR WILL BE LIABLE FOR COST ASSOCIATED WITH COST OF ADDITIONAL MATERIALS AND LABOR REQUIRED. B.PROVIDE PRE-FINISHED GUTTERS AND DOWNSPOUTS AT LOCATIONS INDICATED. C.METAL BUILDING COMPONENTS SHALL BE BUTER MFG. OR OWNER APPROVED EQUAL ALL TRIM COMPONENTS (DOWNSPOUTS, RAKE TRIM, GUTTERS, FLASHING, ETC.) SHALL BE PRE-FINISHED. D.ALL DETAILS SHALL CONFORM TO MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS. E.CONTRACTOR SHALL VERIFY SHOP DRAWINGS AND DESIGN CALCULATION SEALED BY ROOFING MANUFACTURER AND/OR REGISTERED ENGINEER THAT MEETS BUILDING DESIGN REQUIRMENTS AND DIMENSIONS. F.ROOF PANELS SHALL BE A DOUBLE LOCKING STANDING SEAM ROOF SYSTEM, BY BUTLER MANUFACTURING. G.REFER TO MECHANICAL FOR QUANTITY OF VENTS THRU ROOF. FIELD VERIFY LOCATION OF PENETRATION IN A MANNER THAN PENETRATION DOES NOT OCCUR AT STANDING SEAM. H.ALL DIVERTERS AND CURBS TO BE MANUFACTURED BY BUTLER SPEC OR L & M CURB (WELDED ASSEMBLIES ONLY). I.PROVIDE ROOF INSULATION AND VAPOR BARRIER PER ENERGY CODE ANALYSIS ON T1.1. PROVIDE R-5 THERMAL BLOCKS AT PURLINS. UNLESS NOTED OTHERWISE. 04 05 06 07 08 09 10 DOUBLE LOCKING STANDING SEAM ROOF (MECHANICALLY SEAMED) WITH GALVALUME FINISH. NOT USED BUTLER MODULEZE II FASCIA PANEL, 24 AG. NOT USED NOT USED PRE-FINISHED PARAPET CAP CRICKET , TYP 04 A8.7 8 SIM. 01 02 03 03 10 09 06 09 09 09 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ ROOF PLAN AND NOTES A3.1 3 3 ECA 0'-0" 1st FLOOR F.F.E. 12'-6" 2nd FLOOR F.F.E. 23'-2" 3rd FLOOR F.F.E. 39'-3" TOP OF PARAPET 38'-3" T.O. PURLIN HIGH SIDE 42'-2" TOP OF PARAPET 34'-2" T.O. PURLIN LOW SIDE GENERAL NOTES A - B - C - D - F - COLOR FINISH LEGEND 1 - - 2 - 3 4 - 5 - 6 - COLOR: PRE-FINISHED MBCI "U-HAUL" GREEN COLOR: ATAS "BONE WHITE" G - H - BEST PANEL COMPANY REVOLUTION SERIES TUMBLED 1'H x 43'W x 2'D METAL CANOPY E - ATAS WOODLAND SERIES HORIZONTAL SHIPLAP PANELING MATERIAL FINISH LEGEND KEYED NOTES X 1.GENERAL CONTRACTOR TO COORDINATE ELECTRICAL CONDUIT LAYOUT AND LOCATIONS WITH SIGNAGE CONTRACTOR. 2.SIGNAGE PROVIDED AND INSTALLED UNDER A SEPARATE PERMIT. 3.GENERAL CONTRACTOR SHALL SUBMIT PAINT SAMPLES TO THE ARCHITECT PRIOR TO APPLICATION OR ORDERING FOR APPROVAL. 4.PAINT ALL EXTERIOR SURFACES, INCLUDING HANDRAILS, CONDUIT, J-BOXES, ROOF SCREEN WALLS, ETC. INCLUDING TRASH ENCLOSURE. 5.SEE SPECIFICATION MANUAL FOR ADDITIONAL INFORMATION. 6.ALL METAL ROOFING, COPING, PARAPET FLASHING AND METAL GUTTERS SHALL BE PAINTED TO MATCH COLOR LEGEND. SUBMIT SAMPLES TO ARCHITECT FOR APPROVAL PRIOR TO PLACING ORDER. 01 EXTERIOR METAL STAIR ROOF LINE BEYOND EXPANSION JOINT SIDE-HINGED H.M. DOOR - SEE DOOR SCHEDULE AUTO SLIDING DOOR - SEE DOOR SCHEDULE SECTIONAL OVERHEAD DOOR - SEE DOOR SCHEDULE ROLL-UP DOOR - SEE DOOR SCHEDULE WALL MOUNTED LIGHT FIXTURE (BOT. @ 8'-0" A.F.F.), TYP. - SEE ELECTRICAL EXHAUST FAN LOUVER - SEE MECHANICAL 02 03 04 05 06 07 08 09 LIGHT SANDBLAST AGGREGATE CONCRETE COLOR: SW "EGGSHELL BLACK" 7 - 8 -COLOR: SW 6767 "AQUARIUM" 1/16" = 1'-0" SCALESOUTH BUILDING ELEVATION 1 1/16" = 1'-0" SCALENORTH BUILDING ELEVATION 2 1/16" = 1'-0" SCALEWEST BUILDING ELEVATION 31/16" = 1'-0" SCALEEAST BUILDING ELEVATION 4 G 7 A 16 A 16 E 5 554 4 5666 68 H 88 6 6 4 4 4 1 1 1 COLOR: ATAS "SANDSTONE" COLOR: ATAS "WALNUT" COLOR: ATAS "GALVALUME" COLOR: REGAL OAK 9 - 10 -COLOR: SW 6451 "NURTURE GREEN" ATAS RIGID WALL II MFN 160 & MFN 121 HORIZONTAL PANELING ATAS ISOLEREN ML STUCCO EMBOSSED VERTICAL PANELING CONCRETE TILT WALL 2'H x 56'W x 10'D METAL CANOPY ATAS RIGID WALL MFN II 122 HORIZONTAL PANELING I - J - NOT USED METAL TRIM 12" HIGH ROLL-UP DOOR - SEE DOOR SCHEDULEK - I 1 I 1 - 23344 6 2 11 -COLOR: SIERRA SUNSET A 2 A 1 A 2 H 8 H 8 G 7 G 7 L 8 L 8 F 6 L - 6"H x 3"D ARCHITECTURAL DETAILS F 6 C 3 D 15 C 3 B 4 A 10 A 10 A 2 D 15 B 4 A 10 D 15 L 8 L 8 F 6 K 11 K 11 K 11 K 11 K 11 K 11 C 3 D 4 A 16 A 16 K 11 K 11 K 11 K 11 K 11 K 11 K 11 A 1 F 6 F 6 A 10 A 8 A 14 A 10 42'-3" TOP OF PARAPET (BEYOND) 0'-0" 1st FLOOR F.F.E. 12'-6" 2nd FLOOR F.F.E. 23'-2" 3rd FLOOR F.F.E. 39'-3" TOP OF PARAPET 35'-10" T.O. PURLIN LOW SIDE 1 3195 131 0'-0" 1st FLOOR F.F.E. 12'-6" 2nd FLOOR F.F.E. 23'-2" 3rd FLOOR F.F.E. 39'-3" TOP OF PARAPET 42'-3" TOP OF PARAPET 22 17 11 5 0'-0" 1st FLOOR F.F.E. 12'-6" 2nd FLOOR F.F.E. 23'-2" 3rd FLOOR F.F.E. 38'-3" TOP OF PARAPET 42'-2" TOP OF PARAPET (BEYOND) 34'-2" T.O. PURLIN LOW SIDE E C AD J 10 J 12 12 -COLOR: SW 6450 'EASY GREEN" 13 -COLOR: SW 6444 "TOPIARY TINT" 14 -COLOR: SW 6455 "FLEETING GREEN" 15 -COLOR: ATAS "SIERRA TAN" 16 COLOR: SW 7070 "SITE WHITE"- A 16 7 A 16 A 8 A 13 A 12 A 10 A 12 A 10 A 10 A 8 A 10 A 10 I 1 A 12 B 4 A 10 A 12 A 10 A 10 A 12 1 1 A 10 A 12 A 8 A 10 A 12 A 10 A 8 A 10 A 10 A 12 A 12 A 13 A 8 A 14 A 16 J 10 J 10 J 12 J 10 A 2 A 16 A 16 A 10 A 2 D 15 A 10 B 4 C 3 A 12 A 8 A 10 A 12 A 10 A 8 A 10 A 12 A 10 A 12 A 13 A 8 A 14 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ BUILDING ELEVATIONS BUILDING A A4.1 ELEVATIONS SHOWN ARE BASED OFF OF THE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK (DSD BOOK). PRIOR TO ORDERING AND INSTALLATION OF MATERIAL, COORDINATE WITH THE LATEST DSD BOOK. CONTACT FACILITY IMAGING GROUP, OWNERS REP, AND ARCHITECT IF ANY EXTERIOR MECHANICAL, ELECTRICAL, PLUMBING, OR OTHER CONFLICTS EXIST. 3 3 3 3 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 319 42'-3" TOP OF PARAPET (BEYOND) 0'-0" 1st FLOOR F.F.E. 12'-6" 2nd FLOOR F.F.E. 23'-2" 3rd FLOOR F.F.E. 39'-3" TOP OF PARAPET 35'-10" T.O. PURLIN LOW SIDE ECABD 0'-0" 1st FLOOR F.F.E. 12'-6" 2nd FLOOR F.F.E. 23'-2" 3rd FLOOR F.F.E. 38'-3" T.O. PURLIN HIGH SIDE 42'-2" TOP OF PARAPET 39'-3" TOP OF PARAPET 34'-2" T.O. PURLIN LOW SIDE DZ BUILDING SECTIONS A5.1 1/16" = 1'-0" SCALEBUILDING SECTION 1 1/16" = 1'-0" SCALEBUILDING SECTION 2 REFER TO SHEET A2.1 FOR WALL TYPES AND RELATED NOTES. REFER TO SHEET A7.1 FOR DOOR TYPES AND RELATED NOTES. REFER TO SHEET A7.2 FOR WINDOW TYPES, FINISH SCHEDULE AND RELATED NOTES. ALL DOOR AND WINDOW DIMENSIONS ARE TO CENTER LINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL STANDARD SPECIFICATIONS FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/REQUIREMENTS, AND FINAL COLOR SELECTION ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER- NO SUBSTITUTIONS SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 1/2" = 1'-0" SCALEWALL SECTION 11/2" = 1'-0" SCALEWALL SECTION 21/2" = 1'-0" SCALEWALL SECTION 31/2" = 1'-0" SCALEWALL SECTION 4 SEE ELEV. T.O. PARAPET SEE ELEV. FIN. 3RD FLOOR SEE ELEV. FIN. 1ST FLOOR SEE ELEV. T.O. PARAPET SEE ELEV. T.O. SLAB 3RD FLOOR SEE ELEV. T.O. SLAB 2ND FLOOR SEE ELEV. T.O. SLAB 1ST FLR SEE ELEV. T.O. PARAPET SEE ELEV. T.O. SLAB 3RD FLOOR SEE ELEV. T.O. SLAB 2ND FLOOR SEE ELEV. T.O. SLAB 1ST FLR SEE ELEV. T.O.PARAPET SEE ELEV. T.O.SLAB 3RD FLR SEE ELEV. T.O.SLAB 2ND FLR SEE ELEV. T.O.SLAB 1ST FLR +14'-0" BOTTOM OF CANOPY SINGLE SKIN METAL PANEL OVER IMP AND FRAMING PER STRUCTURAL, TYP. SINGLE SKIN METAL PANEL OVER IMP AND FRAMING PER STRUCTURAL, TYP. CONCRETE TILT PANEL PER STRUCTURAL CONCRETE SLAB OVER CONT. VAPOR BARRIER AND ABC, TYP. IMP OVER FRAMING PER STRUCTURAL, TYP. IMP OVER FRAMING PER STRUCTURAL, TYP. CONCRETE TILT PANEL TYP. WIND GIRT PER STRUCTURAL, TYPICAL STRUCTURE BEYOND, SEE STRUCTURAL FLOOR SLAB, TYP. WIND GURT PER STRUCTURAL, TYPICAL STRUCTURE BEYOND, SEE STRUCTURAL FLOOR SLAB, TYP. CONCRETE SLAB OVER CONT. VAPOR BARRIER AND ABC, TYP. INTERIOR FINISH PER PLANS WIND GIRT PER STRUCTURAL, TYPICAL STRUCTURE BEYOND, SEE STRUCTURAL FLOOR SLAB, TYP. WIND GURT PER STRUCTURAL, TYPICAL STRUCTURE BEYOND, SEE STRUCTURAL FLOOR SLAB, TYP. CONCRETE SLAB OVER CONT. VAPOR BARRIER AND ABC, TYP. INTERIOR FINISH PER PLANS IMP OVER FRAMING PER STRUCTURAL, TYP. IMP OVER FRAMING PER STRUCTURAL, TYP. IMP OVER CONCRETE TILT PANEL TYP. WIND GIRT PER STRUCTURAL, TYPICAL STRUCTURE BEYOND, SEE STRUCTURAL FLOOR SLAB, TYP. WIND GURT PER STRUCTURAL, TYPICAL STRUCTURE BEYOND, SEE STRUCTURAL FLOOR SLAB, TYP. CONCRETE SLAB OVER CONT. VAPOR BARRIER AND ABC, TYP. INTERIOR FINISH PER PLANS SINGLE SKIN METAL PANEL OVER IMP AND FRAMING PER STRUCTURAL, TYP. SINGLE SKIN METAL PANEL OVER IMP AND FRAMING PER STRUCTURAL, TYP. SINGLE SKIN METAL PANEL OVER IMP AND FRAMING PER STRUCTURAL, TYP. CONCRETE TILT PANEL TYP. SEE ELEV. T.O. SLAB 2ND FLOOR 10'-0" SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 KZ WALL SECTIONS A5.2 REFER TO SHEET A2.1 FOR WALL TYPES AND RELATED NOTES. REFER TO SHEET A7.1 FOR DOOR TYPES AND RELATED NOTES. REFER TO SHEET A7.2 FOR WINDOW TYPES, FINISH SCHEDULE AND RELATED NOTES. ALL DOOR AND WINDOW DIMENSIONS ARE TO CENTER LINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL STANDARD SPECIFICATIONS FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/REQUIREMENTS, AND FINAL COLOR SELECTION ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER- NO SUBSTITUTIONS 1 1 1 1 1 1 SEE ELEV. T.O. PARAPET SEE ELEV. T.O. SLAB 3RD FLOOR SEE ELEV. T.O. SLAB 1ST FLR +8'-6" BOTTOM OF CANOPY 3'-0" SEE ELEV. T.O. SLAB 2ND FLOOR SEE ELEV. T.O. PURLIN LOW SIDE SEE ELEV. T.O. SLAB 3RD FLOOR SEE ELEV. T.O. SLAB 1ST FLR SEE ELEV. T.O. SLAB 2ND FLOOR STRUCTURE BEYOND, SEE STRUCTURAL FLOOR SLAB, TYP. WIND GURT PER STRUCTURAL, TYPICAL STRUCTURE BEYOND, SEE STRUCTURAL FLOOR SLAB, TYP. CONCRETE SLAB OVER CONT. VAPOR BARRIER AND ABC, TYP. SINGLE SKIN METAL PANEL OVER IMP AND FRAMING PER STRUCTURAL, TYP. SINGLE SKIN METAL PANEL OVER IMP AND FRAMING PER STRUCTURAL, TYP. CONCRETE SLAB OVER CONT. VAPOR BARRIER AND ABC, TYP. GLAZING SYSTEM TYP. CONCRETE TILT PANEL TYP. CANOPY IMP OVER FRAMING PER STRUCTURAL, TYP. IMP OVER FRAMING PER STRUCTURAL, TYP. CONCRETE TILT PANEL, TYP. WIND GIRT PER STRUCTURAL, TYPICAL STRUCTURE BEYOND, SEE STRUCTURAL FLOOR SLAB, TYP. WIND GURT PER STRUCTURAL, TYPICAL STRUCTURE BEYOND, SEE STRUCTURAL FLOOR SLAB, TYP. WIND GIRT PER STRUCTURAL, TYPICAL INTERIOR FINISH, PER PLANS 1/2" = 1'-0" SCALEWALL SECTION 51/2" = 1'-0" SCALEWALL SECTION 6 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 KZ WALL SECTIONS A5.3 REFER TO SHEET A2.1 FOR WALL TYPES AND RELATED NOTES. REFER TO SHEET A7.0 FOR DOOR TYPES AND RELATED NOTES. REFER TO SHEET A7.2 FOR WINDOW TYPES, FINISH SCHEDULE AND RELATED NOTES. ALL DOOR AND WINDOW DIMENSIONS ARE TO CENTER LINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL STANDARD SPECIFICATIONS FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/REQUIREMENTS, AND FINAL COLOR SELECTION ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER- NO SUBSTITUTIONS 1 1 1 1 NN SIM. TYP. TYP. SIM. SIM.TYP. SIM. 1 2 3 4 5 6 7 8 9 10 A B C 9'-0"9'-0"9'-0"9'-0"9'-0"8'-0" 53'-0" 4' - 6 " 7' - 1 " 12 ' - 1 " 7'-6"12'-6"43'-0"9'-4" 50 ' - 0 " 15 ' - 6 " 40 ' - 0 " 2' - 5 " 44'-6"30'-0" 2'-6" 2' - 5 " 3' - 8 " 4' - 8 " 2'-0" 6' - 6 " 2'-5"5'-7" A4.1 3 A8.3 2 A8.3 2 A8.3 2 A8.3 2 A8.3 9 A8.3 9 A8.3 9 1 A5.2 1 A5.1 SHOWROOM 100 BREAKROOM 102 RESTROOM 103 OFFICE 101 R&D AREA 104 TYPICAL WALL TYPE LIST 1ENLARGED SHOWROOM PLAN SCALE 1/8" = 1' - 0" CC3 CC1 6" METAL STUDS AT 24" O.C. (UNO) WITH MBCI U-PANEL OR D-PANEL AND KICK PLATE STORAGE SIDE AND 5 8" G.W.B. OTHER SIDE; UNFACED R-19 BATT INSULATION TO STRUCTURE ABOVE; G.W.B. PER NOTE 1 6" METAL STUDS AT 24" O.C. (UNO) WITH MBCI U-PANEL OR D-PANEL AND KICK PLATE SELF-STORAGE SIDE AND D-PANEL OTHER SIDE; UNFACED R-19 BATT INSULATION TO STRUCTURE ABOVE. CC2 6" METAL STUDS AT 24" O.C. (UNO) WITH MBCI D-PANEL STORAGE SIDE AND 5 8" G.W.B. OTHER SIDE; UNFACED R-19 BATT INSULATION TO STRUCTURE ABVOE; G.W.B PER NOTE 1. J1 3-5/8" METAL STUDS AT 24" O.C. WITH SINGLE LAYER 5 8" G.W.B. INTERIOR SIDE AND MBCI U-PANEL OR D-PANEL AND KICK PLATE STORAGE SIDE; UN FACED R-13 BATT INSULATION AT ALL RESTROOM WALLS TO STRUCTURE ABOVE - PROVIDE MOISTURE RESISTANT G.W.B. PER NOTE 1. R 6" METAL STUDS AT 24" O.C. WITH 5 8" MOISTURE RESISTANCE (M.R.) G.W.B. EACH SIDE PER NOTE 1 TO STRUCTURE ABOVE. COLOR LEGEND KEY NOTES 1.4" STRIPING-SEE CIVIL FOR LAYOUT 2.CUSTOMER LOADING AREA 3.PRECAST CONCRETE CURB STOP X COLOR: SHERWIN-WILLIAMS "TRAFFIC YELLOW" 7' - 6 " TRUE NORTH PROJECT NORTH SERVICE SINK F.R.P. PANEL APPLIED TO WALL BEHIND SINK FIXTURES 50 GAL. ELEC. WATER HEATER 18" HIGH PLATFORM FOR HVAC EQUIPMENT (IF REQ'D) MOP SINK AIR COMPRESS (BY OTHERS) COUNTER PLACEMENT AND ORIENTATION PER RETAIL GROUP CC1 CC3 CC3 CC2 J1 J1 J1 J1 R COUNTER POWER POLE, COORDINATE WITH U-HAUL RETAIL GROUP. FIELD LOCATE. 12'-8" DO NOT POLISH CONCRETE 16 ' - 8 " 3' - 0 " 5' - 0 " 10'-6" 104A 104B 104C 100B 100A 103 102 101 112 3 4 5 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ ENLARGED SHOW ROOM A6.1 SEE A9.# SERIES SHEETS FOR STORAGE CONSTRUCTION DETAILS. CONTRACTOR SHALL CONFIRM STORAGE LAYOUT PRIOR TO CONSTRUCTION. NOTIFY OWNER/ARCHITECT OF ANY DISCREPANCIES. REFER TO SHEET A7.0 FOR DOOR TYPES AND RELATED NOTES. ALL DOOR DIMENSION IS TO CENTERLINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL (UHI) FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS. ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER - NO SUBSTITUTIONS. 1 1 3/8" = 1'-0" SCALEINTERIOR STAIR 1 FIRST FLOOR 23/8" = 1'-0" SCALEINTERIOR STAIR 1 SECOND FLOOR 43/8" = 1'-0" SCALEINTERIOR STAIR 1 THIRD FLOOR 6 3/8" = 1'-0" SCALEINTERIOR STAIR 1 SECTION 13/8" = 1'-0" SCALEINTERIOR STAIR 1 SECTION 33/8" = 1'-0" SCALEINTERIOR STAIR 1 SECTION 5 4 A6.6 VERTICAL CLEARANCE BARRIER SEE T1.2, 1 1 2" DIA, RAILS 120A120B 220 320 2 A6.6 6 A6.6 6 A6.6 3 A6.6 0'-0" T.O. SLAB +6'-3" T.O. LANDING +12'-6" T.O. LANDING +17'-10" T.O. LANDING +23'-2" T.O. LANDING 5' - 4 " (1 0 R I S E R S A T 6 . 4 0 " ) 5' - 4 " (1 0 R I S E R S A T 6 . 4 0 " ) 6' - 3 " (1 1 R I S E R S A T 6 . 8 1 " ) 6' - 3 " (1 1 R I S E R S A T 6 . 8 1 " ) 0'-0" T.O. SLAB +6'-3" T.O. LANDING +12'-6" T.O. LANDING +17'-10" T.O. LANDING +23'-2" T.O. LANDING 5' - 4 " (1 0 R I S E R S A T 6 . 4 0 " ) 5' - 4 " (1 0 R I S E R S A T 6 . 4 0 " ) 6' - 3 " (1 1 R I S E R S A T 6 . 8 1 " ) 6' - 3 " (1 1 R I S E R S A T 6 . 8 1 " ) 0'-0" T.O. SLAB +6'-3" T.O. LANDING +12'-6" T.O. LANDING +17'-10" T.O. LANDING +23'-2" T.O. LANDING 5' - 4 " (1 0 R I S E R S A T 6 . 4 0 " ) 5' - 4 " (1 0 R I S E R S A T 6 . 4 0 " ) 6' - 3 " (1 1 R I S E R S A T 6 . 8 1 " ) 6' - 3 " (1 1 R I S E R S A T 6 . 8 1 " ) 120B 220 320 2 A6.6 5 A6.6 1 A6.6 7'-0"3'-0" 2'-4" 8'-3" (9 TREADS @ 11")6'-2" LANDING4'-3" LANDING 8"18'-8" 4' - 0 " 10 " 4' - 0 " 3" 3" G G A6.7 7 CT 9' - 4 " 1211 13 120A 20'-0" 120B SIM. 8" G A6.7 1 SIM. 3 A6.4 5 A6.4 1 A6.4 STAIR 1 120 7'-0"3'-0" 2'-4" 8'-3" (9 TREADS @ 11")6'-2" LANDING4'-3" LANDING 8"18'-8" 4' - 0 " 10 " 4' - 0 " 3" 3" G G A6.7 7 STAIR 1 220 M2 9' - 4 " 1211 13 220 20'-0" SIM. 8" G A6.7 1 SIM. 3 A6.4 5 A6.4 1 A6.4 7'-0"3'-0" 2'-4" 8'-3" (9 TREADS @ 11")6'-2" LANDING4'-3" LANDING 8"18'-8" 4' - 0 " 10 " 4' - 0 " 3" 3" G G A6.7 7 STAIR 1 320 M2 9' - 4 " 1211 13 20'-0" 320 SIM. 8" G A6.7 1 SIM. 3 A6.4 5 A6.4 1 A6.4 REFER TO SHEET A2.1 FOR WALL TYPES AND RELATED NOTES. REFER TO SHEET A7.1 FOR DOOR TYPES AND RELATED NOTES. ALL DOOR AND WINDOW DIMENSIONS ARE TO CENTERLINE OF ROUGH OPENING. ALL EXTERIOR METAL FABRICATIONS EXPOSED TO WEATHER SHALL BE GALVANIZED. REFER TO U-HAUL INTERNATIONAL FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS, AND FINAL COLOR SELECTION ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER- NO SUBSTITUTIONS BG DZ ENLARGED STAIR PLANS AND SECTIONS A6.4 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3/8" = 1'-0" SCALEINTERIOR STAIR 1 FIRST FLOOR 23/8" = 1'-0" SCALEINTERIOR STAIR 1 SECOND FLOOR 43/8" = 1'-0" SCALEINTERIOR STAIR 1 THIRD FLOOR 6 3/8" = 1'-0" SCALEEXTERIOR STAIR ELEVATION 13/8" = 1'-0" SCALEEXTERIOR STAIR ELEVATION 33/8" = 1'-0" SCALEINTERIOR STAIR 1 SECTION 5 A6.6 4 SIM. A6.7 6 SIM. A6.7 6 SIM. 4' - 6 " LA N D I N G 1' - 0 " 4' - 6 " LA N D I N G 10 ' - 0 " 3"4'-5"9'-2" (10 TREADS @ 11") 6'-4"3" 320A 3"4'-5"9'-2" (10 TREADS @ 11") 6'-4"3" 2'-6"1'-3"8'-3" (9 TREADS @ 11") 220A 120A 5'-5" 19'-11" 2'-6" 12 A6.5 1 A6.53 31 UP DOWN 4'-9"9'-2" (10 TREADS @ 11") 6'-10" 20'-11" 12 A6.5 1 A6.53 UP A6.7 7 SIM. 3" 4' - 0 " CL E A R 3" 3" 4' - 0 " CL E A R 3" 4"2'-8"2'-6"9"10'-4"4'-0"4" 10 ' - 1 0 14" 214" 10 ' - 4 " 214" 4' - 6 " LA N D I N G 1' - 0 " 4' - 6 " LA N D I N G 10 ' - 0 " 2'-6"1'-3"8'-3" (9 TREADS @ 11") 5'-5" 19'-11" 2'-6" 12 A6.53 31 UP DOWN 3" 4' - 0 " CL E A R 3" 3" 4' - 0 " CL E A R 3" A6.5 1 6' - 3 " (1 1 R I S E R S @ 6 13 16 ") 6' - 3 " (1 1 R I S E R S @ 6 13 16 ") 5' - 7 3 8" (1 0 R I S E R S @ 6 3 4") 5' - 0 5 8" (9 R I S E R S @ 6 3 4") HSS COLUMN (TYP) STAIR STRINGER (TYP) 1 1/2" STEEL HANDRAILS TYPICAL 1/2" SQ. STEEL BAR PICKETS AT 4" O.C. MAX TYPICAL 6' - 3 " (1 1 R I S E R S @ 6 13 16 ") 6' - 3 " (1 1 R I S E R S @ 6 13 16 ") 5' - 7 3 8" (1 0 R I S E R S @ 6 3 4") 5' - 0 5 8" (9 R I S E R S @ 6 3 4") GUARDRAIL STRINGER SEE STRUCTURAL EDGE OF BUILDING 1231 REFER TO SHEET A2.1 FOR WALL TYPES AND RELATED NOTES. REFER TO SHEET A7.1 FOR DOOR TYPES AND RELATED NOTES. ALL DOOR AND WINDOW DIMENSIONS ARE TO CENTERLINE OF ROUGH OPENING. ALL EXTERIOR METAL FABRICATIONS EXPOSED TO WEATHER SHALL BE GALVANIZED. REFER TO U-HAUL INTERNATIONAL FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS, AND FINAL COLOR SELECTION ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER- NO SUBSTITUTIONS BG DZ ENLARGED EXTERIOR STAIR PLANS AND SECTIONS A6.5 1 1 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 0' - 3" 1' - 0" 0' - 1 1/2"0' - 1 1/2" 1' - 0" 0' - 5" 0' - 1 1/2" 1' - 0" 1-1/2" STEEL GUARDRAIL ASSEMBLY 1-1/2" Ø STEEL HANDRAIL ASSEMBLY 0' - 1 1/2"0' - 1 1/2" 0' - 6" 0' - 11" 3' - 0 " 3' - 6 " 0' - 1 1 / 2 " 0' - 3 " 3' - 0 " 3' - 6 " 2' - 0 " 1' - 0 " 0' - 1 1 / 2 " 0' - 3 " 2' - 0 " 1' - 0 " 3' - 6 " 3' - 0 " 0' - 1 1 / 2 " 0' - 3 " 3' - 0 " 3' - 6 " 3' - 6 " 3' - 0 " 3' - 6 " 3' - 0 " 2' - 0 " 1' - 0 1 / 8 " 0' - 1 1 / 2 " 3' - 0 " 1 1 / 2 " . 0' - 3 " 0' - 1 1 / 2 " 0' - 3 " 0' - 1 1 / 2 " 0 ' - 3 " E . Q E . Q 0 ' - 1 1 / 2 " 1/2" SQ BAR PICKETS AT 4" OC MAX 1 - 1/2" STEEL GUARDRAIL ASSEMBLY 5/8" BENT STEEL ROD SUPPORT 1-1/2" STEEL HANDRAIL ASSEMBLY STEEL STAIR ASSEMBLY SEE STRUCTURAL CONTINUOUS 16GA SHEET METAL BLOCKING SECURED TO STUDS AT FRAMED WALL ASSEMLIES INTERMEDIATE HANDRAIL WALL BRACKETS MAXIMUM SPACING 4'-0" O.C. 1-1/2" Ø STEEL HANDRAIL RETURN EACH END OF HANDRAIL TO WALL PER DETAIL 4/A6.7 TERMINATE BLOCKING AT A STUD STEEL DECK LANDING SEE STRUCTURAL STEEL CHANNEL HEADER SEE STRUCTURAL STEEL STAIR ASSEMBLY SEE STRUCTURAL 1/2" SQ. BAR PICKETS AT 4" OC MAX 1/2" SQ BAR PICKETS AT 4" OC MAX 1 - 1/2" STEEL GUARDRAIL ASSEMBLY 5/8" BENT STEEL ROD SUPPORT 1-1/2" STEEL HANDRAIL ASSEMBLY STEEL STAIR ASSEMBLY SEE STRUCTURAL STEEL STAIR ASSEMBLY SEE STRUCTURAL 1-1/2" STEEL HANDRAIL ASSEMBLY 5/8" BENT STEEL ROD SUPPORT 1/2" SQ BAR PICKETS AT 4" OC MAX STEEL STAIR ASSEMBLY SEE STRUCTURAL STEEL DECK LANDING SEE STRUCTURAL STEEL CHANNEL HEADER SEE STRUCTURAL 1 - 1/2" STEEL GUARDRAIL ASSEMBLY 1" = 1'-0" SCALETYPICAL WALL MOUNTED HANDRAIL 2 1" = 1'-0" SCALETYPICAL STAIR AT SLAB 11" = 1'-0" SCALETYPICAL STAIR AT LANDING 3 1" = 1'-0" SCALETYPICAL STAIR WITH GUARDRAIL 4 1" = 1'-0" SCALETYPICAL STAIR AT INTERMEDIATE LANDING 5 3" = 1'-0" SCALETYPICAL STAIR TREAD AND RISER DETAIL 6 0' - 1" PER PLAN PE R P L A N 12GA STEEL PLATE RISER STEEL CHECKER PLATE TREADS TYP. STEEL STRINGER SEE STRUCTURAL TREAD SUPPORT SEE STRUCTURAL 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 3 A M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 6 A M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 2 P M REFER TO SHEET A2.1 FOR WALL TYPES AND RELATED NOTES. REFER TO SHEET A7.1 FOR DOOR TYPES AND RELATED NOTES. ALL DOOR AND WINDOW DIMENSIONS ARE TO CENTERLINE OF ROUGH OPENING. ALL EXTERIOR METAL FABRICATIONS EXPOSED TO WEATHER SHALL BE GALVANIZED. REFER TO U-HAUL INTERNATIONAL FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS, AND FINAL COLOR SELECTION ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER- NO SUBSTITUTIONS KZ BG/DZ STAIR DETAILS AND SECTIONS A6.6 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 1 1 3" = 1'-0" SCALEHANDRAIL CLR DIMS 1 FACE OF STRINGER 0' - 0 3/4"0' - 3" 3 A6.7 0' - 11" 0' - 5 1/4" EQ EQ FACE OF WALL 1 A6.7 0' - 10 1/4" 0' - 8" 0' - 5" 0' - 3" 0' - 2 1/4" 0' - 1 1/2"0' - 1 1/2" 1 A6.7 0' - 1 1 / 2 " 0' - 6 " 0' - 3 3 / 1 6 " 0' - 5 " 0' - 0 3 / 4 " 0' - 1 1 / 2 " 0' - 1 0 " 0' - 1 1 1 / 2 " 1' - 2 1 / 2 " 0' - 0 3 / 4 " 0' - 1 1 / 2 " 0' - 1 1 " 0' - 1 1 " 1.STAIRS SHALL FOLLOW THE NATIONAL ARCHITECTURAL ASSOCIATION OF METAL MANUFACTURERS (NAAMM) METAL STAIRS MANUEL FOR STRAIGHT STAIRS . 2.SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS. SERVICE CLASS FOR ALL STAIRS, HANDRAILS, GUARDRAILS, LADDERS, AND INTERMEDIATE RAILING 3.CONTRACTOR SHALL PERFORM A SITE VISIT REQUIRED TO CONFIRM FINAL LOCATIONS AND SIZES OF MATERIALS. NOTIFY OWNER OF ANY DISCREPANCIES. 4.SHOP DRAWINGS SHALL BE PROVIDED AND APPROVED IN WRITING PRIOR TO ANY FABRICATION. 5.EXTERIOR STAIRS TO BE GALVANIZED AND INTERIOR STAIR PAINTED STEEL STAIRS SEE FINISH SCHEDULE. 6.SEE SHEETS A6.4 TO A6.5 FOR ADDITIONAL INFORMATION. 1-1/2" STEEL HANDRAIL ASSEMBLY 5/8" BENT STEEL ROD SUPPORT INTERMEDIATE GUARDRAIL 1-1/2 STEEL GUARDRAIL ASSEMBLY 5/8" BENT STEEL ROD SUPPORT 1-1/2 STEEL HANDRAIL ASSEMBLY RETURN HANDRAIL TO GUARDRAIL 5/8" BENT STEEL ROD SUPPORT EDGE OF STAIR TREAD 1-1/2 STEEL HANDRAIL ASSEMBLY 1-1/2 STEEL GUARDRAIL ASSEMBLY 1-1/2 STEEL GUARDRAIL ASSEMBLY EDGE OF STAIR TREAD HSS STEEL COLUMN TERMINATES AT STRINGER BELOW 5/8" BENT STEEL ROD SUPPORT 1-1/2 STEEL HANDRAIL ASSEMBLY 3" = 1'-0" SCALEHANDRAIL AT HSS COL 2 3" = 1'-0" SCALEHANDRAIL AT WALL 31 1/2" = 1'-0" SCALESTAIR DETAIL 7 1 1/2" = 1'-0" SCALESTAIR DETAIL 6 1 1/2" = 1'-0" SCALESTAIR DETAIL 5 1 1/2" = 1'-0" SCALEHANDRAIL DETAIL 4 TYPICAL STAIR NOTES 0' - 1 11/32" WELDED CONNECTION WELDED CONNECTION 1-1/2" STEEL HANDRAIL WELDED CONNECTION WELDED CONNECTION 0' - 1 11/32" HSS STEEL COLUMNS 1-1/2" STEEL HANDRAIL 0' - 1 3/4" MIN.FACE OF WALL 0' - 0 1/4" 0' - 1 1 / 2 " MI N 0' - 1 1 5 / 3 2 " 0' - 1 1 5 / 3 2 " 0' - 4 " 0' - 4 " 1-1/2 STEEL GUARDRAIL POST 1-1/2 STEEL HANDRAIL 5/8" BENT STEEL ROD SUPPORT 5/8" BENT STEEL ROD SUPPORT STEEL OR IRON ADA WALL BRACKET (WAGNER #3419 OR EGUAL) FINISH TO MATCH HANDRAIL FASTENER - BOLT WITH SLEEVE ANCHOR AT TILT PANEL OR MASONRY BOLD WITH BUTTERFLY ANCHOR AT STUD WALL ASSEMBLY. SEE STAIR SECTION FOR BLOCKING INFORMATION TYPICAL HANDRAIL RETURN 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 3 A M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 6 A M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 2 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 2 P M REFER TO SHEET A2.1 FOR WALL TYPES AND RELATED NOTES. REFER TO SHEET A7.1 FOR DOOR TYPES AND RELATED NOTES. ALL DOOR AND WINDOW DIMENSIONS ARE TO CENTERLINE OF ROUGH OPENING. ALL EXTERIOR METAL FABRICATIONS EXPOSED TO WEATHER SHALL BE GALVANIZED. REFER TO U-HAUL INTERNATIONAL FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS, AND FINAL COLOR SELECTION ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER- NO SUBSTITUTIONS KZ BG/DZ STAIR DETAILS A6.7 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 14 15 PIT LADDER 14 15 PIT LADDER 4 A6.5 4 A6.5 NOTE: COORDINATE ELEVATOR JACK, SUMP PIT, PIT LADDER, ETC WITH ELEVATOR MANUFACTURER 14 15 DETAIL NOTES: ROOFING ASSEMBLY 1' - 4" PANEL (5000 LB CAB) PANEL CABLES WIRES TO BE INSTATED B.O. PIT PANEL CL E A R O V E R H E A D 12 ' - 9 " M A X 3' - 0 " 9' - 1 " M A X . 3' - 8 " 1' - 1 0 " 1' - 1 0 " 4 ' - 3 " 6' - 1 1 " 4' - 0 " FI N I S H E D O P E N I N G 8' - 0 " FI N I S H E D O P E N I N G 8' - 0 " FI N I S H E D O P E N I N G 8' - 0 " BU F F E R BU F F E R 7,500 POUND RATED HYDRAULIC PASSENGER/SERVICE ELEVATOR IN CONFORMANCE WITH IBC ARTICLES 3001.2 REFERENCED STANDARDS AND 3001.3 ACCESSIBILITY. FABRICATED AND INSTALLED BY U-HAUL APPROVED ELEVATOR MANUFACTURER CUSTOM CONFIGURED PER OWNER SPECIFICATIONS. PLATFORM: 8'-4" x 9'-4" CAB HEIGHT: 8'-6" MAX DOORS: 5'-0" x 8'-0"; MINIMUM 18 GAUGE METAL; FLUSH PANEL DESIGN; 2-SPEED; SIDE SLIDE; RIGHT OR LEFT OPEN; BAKED ENAMEL FINISH, BLACK HOISTWAY DOOR AND FRAME ASSEMBLY TO BE MINIMUM 1 HOUR FIRE RESISTANCE RATED, TESTED PER NFPA-252; INSTALLED IN ACCORDANCE WITH NFPA-80; IDENTIFIED BY LABELING IN ACCORDANCE WITH IBC ARTICLE 715.4.6 DOOR FRAME: 14 GAUGE HOLLOW METAL; FIRE RESISTANCE RATED AS A COMPONENT OF AN OPENING PROTECTIVE ASSEMBLY. CAB INTERIOR: 3/16" CHECKERED PLATE ALUMINUM FLOORING ON TOP OF PLAIN STEEL; STEEL WALLS, BAKED ENAMEL WHITE; STEEL CAR TOP, BAKED ENAMEL WHITE; 2 ROWS OF 2"X6" OAK RAILINGS ON THREE SIDES, CENTERLINES AT 9" AND 38" ABOVE FINISHED FLOOR; 2 4-LAMP FLUORESCENT FIXTURES; ADA COMPLIANT HANDS-FREE TELEPHONE; ADDITIONAL WIRING FOR OWNER VIDEO EQUIPMENT AND ACCESS READERS; ACCESS HATCH POSITIONED IN CENTER/REAR OF CAB CEILING EQUIPMENT: SUBSTITUTE BIODEGRADABLE HYDRAULIC FLUID FOR STANDARD HYDRAULIC FLUID 4.10. 2 AUTOMATIC OPERATION -ELEVATOR OPERATION SHALL BE AUTOMATIC -EACH CAR SHALL HAVE A SELF-LEVELING FEATURE THAT WILL AUTOMATICALLY BRING THE CAR TO FLOOR LANDING WITHIN A TOLERANCE OF 1/2" (13mm) UNDER RATED LOADING AND ZERO LOADING CONDITIONS. THIS SELF-LEVELING FEATURE SHALL BE AUTOMATIC AND INDEPENDENT OF THE OPERATING DEVICE AND SHALL CORRECT FOR UNDER TRAVEL AND OVER TRAVEL . 4.10. 3 HALL CALL BUTTONS -SHALL BE CENTERED AT 42" (1067mm) ABOVE FLOOR: SHALL HAVE VISUAL SIGNALS TO INDICATE WHEN CALL IS REGISTERED AND ANSWERED. -MINIMUM SIZE: 3/4" (19mm) IN SMALLEST DIMENSION. "UP" BUTTON SHALL BE ABOVE "DOWN" BUTTON. -BUTTONS SHALL BE RAISED OR FLUSH. -OBJECTS MOUNTED BENEATH BUTTONS SHALL NOT PROJECT MORE THAN 4" (102mm) FROM THE WALL. 4.10. 4 HALL LANTERNS AND CAR RIDING LANTERNS -A VISIBLE AND AUDIBLE SIGNAL SHALL BE PROVIDED AT EACH HOISTWAY ENTRANCE TO INDICATE WHICH CAR IS ANSWERING A CALL. -AUDIBLE SIGNALS SHALL SOUND ONCE FOR UP, TWICE FOR DOWN, OR SHALL HAVE VERBAL ANNUNCIATORS THAT SAY "UP" OR "DOWN". -VISIBLE FIXTURES SHALL BE MOUNTED WITH CENTERLINE AT LEAST 72" (1829mm) ABOVE THE LOBBY FLOOR. -VISUAL ELEMENTS SHALL BE AT LEAST 2 1/2" (64mm) IN THE SMALLEST DIMENSION. -SIGNALS SHALL BE VISIBLE FROM THE VICINITY OF THE HALL CALL BUTTON -IN-CAR LANTERNS CONFORMING WITH THE ABOVE REQUIREMENTS SHALL BE ACCEPTABLE. 4.10. 5 CHARACTERS ON HOISTWAY ENTRANCES -ALL ELEVATOR HOISTWAY ENTRANCES SHALL HAVE RAISED AND BRAILLE FLOOR DESIGNATIONS PROVIDED ON BOTH JAMBS. -CHARACTERS SHALL BE CENTERED 60" (1524mm) ABOVE FINISH FLOOR. -CHARACTERS SHALL BE 2" (51mm) HIGH, RAISED 1/32" (0 8mm), UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE, AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. 4.10. 6 DOOR PROTECTIVE AND REOPENING DEVICE -ELEVATOR DOORS SHALL OPEN AND CLOSE AUTOMATICALLY. -DOORS SHALL HAVE A REOPENING DEVICE THAT WILL STOP AND REOPEN A CAR DOOR IF THE DOOR BECOMES OBSTRUCTED BY AN OBJECT OR PERSON. -THE DEVICE SHALL BE CAPABLE OF COMPLETING THESE OPERATIONS WITHOUT REQUIRING CONTACT FOR AN OBSTRUCTION PASSING THROUGH THE OPENING AT HEIGHTS OF 5" (127mm) AND 29" (737mm) ABOVE FINISH FLOOR. -DOOR REOPENING DEVICE SHALL REMAIN EFFECTIVE FOR AT LEAST 20 SECONDS. AFTER SUCH INTERVAL, DOORS MAY CLOSE IN ACCORDANCE WITH ASME A171.1-1990. -IF SAFETY DOOR EDGES ARE PROVIDED IN EXISTING AUTOMATIC ELEVATORS, AUTOMATIC DOOR REOPENING DEVICES MAY BE OMITTED. 4.10. 7,8 DOOR AND SIGNAL TIMING FOR HALL CALLS AND CAR CALLS -THE MINIMUM ACCEPTABLE TIME FROM NOTIFICATION THAT A CAR IS ANSWERING A CALL UNTIL DOORS BEGIN TO CLOSE SHALL BE CALCULATED AS FOLLOWS: T=D/(1.5ft/s) OR T=D/(445mm/s) T=TIME IN SECONDS D=DISTANCE FROM POINT 60" (1524mm) DIRECTLY IN FRONT OF FARTHEST CALL BUTTON TO CENTERLINE OF HOISTWAY DOOR. -THE MINIMUM ACCEPTABLE NOTIFICATION TIME SHALL BE FIVE SECONDS FOR HALL CALLS. -THE MINIMUM TIME FOR ELEVATOR DOORS TO REMAIN FULLY OPEN IN RESPONSE TO A CAR SHALL BE THREE SECONDS. 4.10. 9 FLOOR PLAN OF ELEVATOR CARS -SHALL PROVIDE SPACE FOR WHEELCHAIR USERS TO ENTER THE CAR, MANEUVER WITHIN REACH OF CONTROLS, AND EXIT THE CAR. -DOORS SHALL PROVIDE 36" (914mm) CLEAR MINIMUM. -CAB DEPTH: 51" (1295mm) MINIMUM, WITH 54" (1372mm) MINIMUM FROM REAR OF CAB TO INSIDE FACE OF DOOR. -CAB WIDTH: SIDE OPENING DOOR- 68" (1727mm) MINIMUM: CENTER OPENING DOOR- 80" (2032mm) MINIMUM. -CLEARANCE BETWEEN CAR PLATFORM SILL AND EDGE OF HOISTWAY LANDING SHALL BE 1 1/4" (32mm) MAXIMUM. 4.10. 10 FLOOR SURFACES -SHALL BE FIRM, STABLE, AND SLIP RESISTANT -IF CARPET IS USED, IT SHALL HAVE THE FOLLOWING FEATURES: SHALL BE SECURELY ATTACHED A FIRM CUSHION, PAD, OR BACKING (OR NONE). A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. MAXIMUM PILE THICKNESS: 1/2" (13MM) EXPOSED EDGES FASTENED TO FLOOR SURFACES WITH CARPET EDGE TRIM 4.10. 11 ILLUMINATION LEVELS ILLUMINATION LEVEL AT CONTROLS, PLATFORM, THRESHOLD AND LANDING SHALL BE MINIMUM 5 FOOTCANDLES 4.10. 12,13 CAR CONTROLS AND CAR POSITION INDICATORS BUTTONS -SIZE: 3/4" (19mm) MINIMUM IN LEAST DIMENSION. -BUTTONS SHALL BE RAISED OR FLUSH. CONTROL INDICATORS -ALL CONTROL BUTTONS SHALL BE DESIGNATED BY BRAILLE AND BY RAISED STANDARD ALPHABET CHARACTERS FOR LETTERS, ARABIC SYMBOLS FOR NUMERALS, OR STANDARD SYMBOLS AS REQUIRED IN ASME A171 1-1990. -CHARACTERS SHALL BE 5/8" (16mm) TO 2" (51mm) HIGH, RAISED 1/32" (0 8mm), UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE, AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. -ALL RAISED DESIGNATIONS SHALL BE IMMEDIATELY LEFT OF THE BUTTON TO WHICH THEY APPLY. -FLOOR BUTTONS SHALL BE PROVIDED WITH VISUAL SIGNALS WHICH LIGHT WHEN EACH CALL IS REGISTERED AND EXTINGUISH WHEN EACH CALL IS ANSWERED. HEIGHT -ALL FLOOR BUTTONS SHALL BE MAXIMUM 54" (1372mm) ABOVE FLOOR WHERE SIDE APPROACH IS PROVIDED, 48" (1219mm) MAXIMUM WHERE FORWARD APPROACH IS REQUIRED. -EMERGENCY CONTROLS, INCLUDING ALARM AND STOP, SHALL BE GROUPED AT BOTTOM OF PANEL, WITH CENTERLINES 35" (889mm) MINIMUM ABOVE FLOOR. LOCATION -CONTROLS SHALL BE LOCATED ON A FRONT WALL IF CARS HAVE CENTER OPENING DOORS, AND AT EITHER A SIDE WALL OR THE FRONT WALL IF CARS HAVE SIDE OPENING DOORS. CAR POSITION INDICATORS -A VISUAL CAR POSITION INDICATOR SHALL BE PROVIDED ABOVE THE CAR CONTROL PANEL OR ABOVE THE DOOR. -AS THE CAR PASSES OR STOPS AT A FLOOR, THE CORRESPONDING NUMBERS SHALL ILLUMINATE AND AN AUDIBLE SIGNAL SHALL SOUND. -NUMERALS SHALL BE A MINIMUM 1/2" (13mm) HIGH. -AUDIBLE SIGNAL SHALL BE NO LESS THAN 20 DECIBELS WITH FREQUENCY NO HIGHER THAN 1500 Hz. -AN AUTOMATIC VERBAL ANNOUNCEMENT OF THE FLOOR NUMBER MAY BE SUBSTITUTED FOR THE AUDIBLE SIGNAL. 4.10. 14 EMERGENCY COMMUNICATIONS -IF PROVIDED, EMERGENCY TWO-WAY COMMUNICATION SYSTEMS BETWEEN THE ELEVATOR AND A POINT OUTSIDE THE HOISTWAY SHALL COMPLY WITH ASME A 171.1. -HIGHEST OPERABLE PART OF SYSTEM SHALL BE MAXIMUM 48" (1219mm) FROM FLOOR. -SYSTEM SHALL BE IDENTIFIED BY RAISED SYMBOL AND LETTERING LOCATED ADJACENT TO THE DEVICE CHARACTERS SHALL BE 5/8" (16mm) TO 2" (51mm) HIGH, RAISED 1/32" (0.8mm), UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE, AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. -IF SYSTEM USES HANDSET, MINIMUM CORD LENGTH SHALL BE 29" (737mm). -IF LOCATED IN A CLOSED COMPARTMENT, DOOR SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL REQUIRE A MAXIMUM FORCE OF 5Ibs. -THE EMERGENCY COMMUNICATION SYSTEM SHALL NOT REQUIRE VOICE COMMUNICATION (VOICE-ONLY SYSTEM IS INACCESSIBLE TO PERSONS WITH SPEECH OR HEARING IMPAIRMENTS. ) (7500 LB CAB) ELEVATOR OPTIONS FOR RIGHT OR LEFT CAB. ELEVATOR TRAVEL CABLES / WIRES 2-RG-59 BRAIDED FOR VIDEO , 2-CAMERA POWER (2-18AWG STRANDED). 12-18 AWG STRANDED WIRES FOR ACCESS READER. PHONE IN CAB &LINE TO MECH ROOM. CABLES TO CAMERA LOCATION NEED TO BE PUNCHED THROUGH CORRECT CORNER OF CAB (7500 LB) IN CENTER FOR (5000 LB) CABLES FOR ACCESS READER INSIDE MAIN PANEL NEED TO BE LABELED. (FUTURE USE) HANDS FREE PHONE WITH VOICE OPTION PROGRAM ELEVATOR PHONE # TO: 1-800-238-4364 SUMP PIT ELEVATOR JACK B.O. ROOF T.O. PURLINS SEE ELEV. FIN. FLOOR 3RD FLOOR SEE ELEV. FIN. FLOOR 2ND FLOOR SEE ELEV. FIN. FLOOR 1ST FLOOR SEAL TOP OF HOISTWAY WITH CONTINUOUS 1-HOUR FIRE-RESISTANCE RATED JOINT SYSTEM TESTED IN ACCORDANCE WITH ASTM E1966 OR UL 2079 HOIST BEAM BY CONTRACTOR ELEVATOR ASSEMBLY MI N I M U M RE F U G E SP A C E OV E R T R A V E L W I T H 7 ' - 1 1 " TO P O F C A B I N F U L L T O P OV E R A L L C A B H E I G H T WALL TYPE PER PLANS ON SHEET A2.1 WATERPROOF ELEVATOR PIT, SEE SPECS. 6 A8.9 SIM 6 A8.9 SIM 6 A8.9 SIM 6 A8.9 SIM 6 A8.9 SIM 1/2" = 1'-0" SCALEENLARGED ELEVATOR PLAN- PIT 11/2" = 1'-0" SCALEELEVATOR PLAN - 2ND AND 3RD FLOORS 3 3/16" = 1'-0" SCALEELEVATOR SECTION 4 1/2" = 1'-0" SCALEENLARGED ELEVATOR PLAN- FIRST FLOOR 2 MINIMUM ELEVATOR SECURITY REQUIREMENTS ELEVATOR ADA COMPLIANCE GENERAL SPECIFICATIONS ELEVATOR ADA COMPLIANCE CONTINUED 14 PIT LADDER 4 A6.8 15 11 ' - 4 " 12 8 ELEV/EQUIP RM 128 6' - 5 " 3' - 7 " 11 ' - 4 " 11 ' - 4 " 11'-8" 1'-8" 11'-8" 1'-8" G G G G G G G H H H1 G 10'-0"1'-8" 9'-3" 11'-8" 9" 8' - 8 116 " 3' - 7 " 10 ' - 0 " 6' - 5 " SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 4 P M REFER TO SHEET A2.1 FOR WALL TYPES AND RELATED NOTES. REFER TO SHEET A7.0 FOR DOOR TYPES AND RELATED NOTES. REFER TO SHEET A7.2 FOR WINDOW TYPES,FINISH SCHEDULE AND RELATED NOTES. ALL DOOR AND WINDOW DIMENSIONS ARE TO CENTER LINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL STANDARD SPECIFICATIONS FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS, AND FINAL COLOR SELECTION. ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER- NO SUBSTITUTIONS BG DZ ENLARGED ELEVATOR PLANS AND DETAILS A6.8 3 1/4" = 1'-0" SCALELOADING DOCK ELEVATION 2 1/4" = 1'-0" SCALELOADING DOCK PLAN 1 01 10 11 12 13 14 15 16 17 18 1' - 0 1/2" 9' - 0"12' - 0"12' - 0" 56' - 0" 9' - 0"9' - 0"9' - 0"5' - 0"9' - 11 1/2"0' - 6" 02 03 04 05 06 07 08 09 10 A6.11 2 CUSTOMER LOADING AREA WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL NOT USED NOT USED DOWNSPOUT CONCRETE TILT PANEL, LIGHT BROOM FINISH AT EXTERIOR SIDE, 3/4" CHAMFER AT EXTERIOR EDGES CANOPY FRAMING - BY CONTRACTOR EXPANSION JOINT - SEE STRUCTURAL DRAWINGS FOR LOCATIONS LINE OF CANOPY ABOVE 01 O TYP. O 01 1:48 MAXIMUM SLOPE IN ALL DIRECTIONS AT ACCESSIBLE PARKING SPACE AND ACCESS AISLE 11 PRECAST CONCRETE CURB STOP 12 CART RAIL IMBED PLATE 13 SIDE-HINGED HM DOOR - SEE DOOR SCHEDULE 14 AUTO SLIDING DOOR - SEE DOOR SCHEDULE 15 SECTIONAL OVERHEAD DOOR - SEE DOOR SCHEDULE 4" STRIPING - PROVIDE CONTINUOUS 4" STRIP AT PERIMETER OF CUSTOMER LOADING AREA SLAB FOR PARKING STALL, SEE PLAN OR CIVIL PLANS WHERE PROVIDED O 01 KEYNOTES 3' - 6 5/8" TYP. 11 01 O TYP. FACE OF DOCK FACE OF CANOPY ABOVE 10 0' - 0 1/2" A E M O NATURAL GRAY CONCRETE COLOR: PRE - FINISHED "U-HAUL GREEN" COLOR: SHERWIN-WILLIAMS "TRAFFIC YELLOW" COLOR: SHERWIN-WILLIAMS "CHROME YELLOW" 12 M TYP. TYP. 11 02 O 01 TYP E A UP 7' - 0"3' - 0"2' - 10"6' - 5 1/2"0' - 6 1/2" 2 A6.12 18 17 16 15 14 13 12 11 10 0' - 6" 06 09 TYP 06 E TYP STL. CLEVIS ASSEMBLY TYP. 08 E B.O. CANOPY 14' - 0" 2nd FLOOR F.F.E. 06 TYP. 15 TYP. 09 T T T T T T 07 A 13 T 1st FLOOR F.F.E. 11 TYP. T 06 TYP. SEE ELEVATION 14 SEE ELEVATION 04 8' - 0 " 2' - 0 " 10 ' - 0 " 33 ' - 0 " 5' - 0 " 15 ' - 0 " SL O P E 1: 4 8 AT F A C E O F B U I L D I N G 14 ' - 0 " C L E A R SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ ENLARGED LOAD/UNLOAD PLAN AND ELEVATION A6.11 REFER TO SHEET A2.1 FOR WALL TYPES AND RELATED NOTES. REFER TO SHEET A7.0 FOR DOOR TYPES AND RELATED NOTES. REFER TO SHEET A7.2 FOR WINDOW TYPES,FINISH SCHEDULE AND RELATED NOTES. ALL DOOR AND WINDOW DIMENSIONS ARE TO CENTER LINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL STANDARD SPECIFICATIONS FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS, AND FINAL COLOR SELECTION ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER- NO SUBSTITUTIONS F/FLOOR ELEV AS PER PLANS KEYNOTES A E NATURAL GRAY CONCRETE COLOR: PRE - FINISHED "U-HAUL GREEN" FOR REINFORCEMENT SEE STRUCTURAL CONC SLAB AS PER PLANS AND DETAILS 01 CUSTOMER LOADING AREA 02 BUTLER VSR II ROOF 03 BUTLER MODULEZE II FASCIA PANEL, 24GA 04 BUTLER BOX GUTTER 05 DOWNSPOUT CONCRETE TILT PANEL, LIGHT BROOM FINISH AT EXTERIOR SIDE, 3/4" CHAMFER AT EXTERIOR EDGES 07 PRECAST CONCRETE CURB STOP 08 WALL MOUNTED LIGHT FIXTURE - SEE ELECTRICAL 09 CANOPY FRAMING - SEE STRUCTURAL 10 CANOPY LIGHTING - SEE ELECTRICAL 06 1/4"x4x0'4" STEEL EMBED PL. ASSEMBLY. MAXIMUM PM. SPACING 32" O.C. (SEE STRUCTURAL) 1 1/2" = 1'-0" SCALECART RAIL IMBED PLATE AT GRADE LEVEL DOCK 1 1/2" = 1'-0" SCALEWALL SECTION AT GRADE 2 COLOR LEGEND A A8.4 5 3rd FLOOR F.F.E. A8.6 5 SIM. SEE ELEVATION sim 02 03 E SEE LOADING DOCK ELEVATION TOP CANOPY 04 A8.3 5 2nd FLOOR F.F.E. 05 TYP. 06 A SEE ELEVATION sim TYP.10 09 SEE LOADING DOCK ELEVATION SOFFIT/ CANOPY A8.3 10 sim SLOPE SEE PLAN 01 1st FLOOR F.F.E. SEE ELEVATION 07 07 A8.2 8 sim STL. CLEVIS ASSEMBLY TYP. NOTE : SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718078 04/15/2022 - - - - - - - - - - - - - - - - - 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 U-HAUL MOVING & STORAGE OF WEST MERIDIAN 1030 W. FRANKLIN RD. MERIDIAN, ID 83642 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 3 A M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 6 A M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 2 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 2 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 9 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 0 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 1 P M KZ BG/DZ ENLARGED LOAD/UNLOAD WALL SECTION A6.12 SE E S C H E D U L E 3' - 4 " SE E S C H E D U L E SE E S C H E D U L E SE E S C H E D U L E 0' - 1 0 " SE E S C H E D U L E SE E S C H E D U L E SE E S C H E D U L E SE E S C H E D U L E SE E S C H E D U L E SE E S C H E D U L E 3' - 6 " 0' - 8 " T T T 0' - 4" T T 0' - 4" SEE SCHEDULE SEE SCHEDULESEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE DOOR TYPES SEE SCHEDULE T T T T T SEE SCHEDULE DOOR NOTES 1.ALL DOOR GLAZING SHALL BE TEMPERED SAFETY GLASS AND PERMANENTLY IDENTIFIED BY THE MANUFACTURER 2.LOCK & LATCH SETS SHALL HAVE LEVER DEVICES FOR USE BY THOSE WITH DISABILITIES 3.HAND ACTIVATED DOOR OPENING HARDWARE TO BE CENTERED @ 30" TO 44" AFF & BE OPENED WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE 4.MAXIMUM EFFORT TO OPERATE SHALL NOT EXCEED 85 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS 5.THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE 6.ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM OF 32" CLEAR OPENING WITH THE DOOR @ 90° TO THE CLOSED POSITION 7.THE MAXIMUM HEIGHT OF THRESHOLD TO BE 1/2" MAX , VERTICAL CHANGE @ EDGE IS 1/4" WITH A MAXIMUM BEVEL OF 45° IF A DOOR HAS A CLOSER, THEN THE SWEEP 8.PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70°, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" (75 MM) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR 9.VERIFY ALL DOOR OPENINGS BEFORE FABRICATION 10.EXISTING EGRESS DOORS SHALL RECEIVE NEW PANIC HARDWARE AS REQUIRED 11.ALL DOORS USED FOR EGRESS PURPOSES MUST BE OPEN-ABLE FROM THE INSIDE WITHOUT THE USE OF SPECIAL KNOWLEDGE OR EFFORT TYPE 3 •GLAZED SWING DOOR •FLUSH METAL •18 GA. WITH RIGID POLYSTYRENE CORE •16 GA. H M FRAME •"T" DENOTES TEMPERED SAFETY GLASS; VISION LITE •FACTORY PRIMED; FIELD PAINT PER SCHEDULE TYPE 1A •POWER SINGLE-SLIDE ENTRANCE DOOR AT STORAGE •DURA-GLIDE 2000 SERIES BY STANLEY ACCESS TECHNOLOGIES •WITH A NOMINAL 5'-0" OPENING •BLACK ANODIZED ALUMINUM FRAME •"T" DENOTES TEMPERED SAFETY GLASS •SIGN ADJACENT TO DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS " •BREAK AWAY PANEL IN ACCORDANCE WITH IBC SECTION 1008 1 4 2 •10" BOTTOM RAIL AUTO LOCKING PER SCHEDULE •NO THRESHOLD •SEE PLANS FOR DOOR OPENING DIRECTION PRIOR TO ORDERING TYPE 4A •GENERAL PURPOSE EXTERIOR DOOR •FLUSH METAL •18 GA. WITH RIGID POLYSTYRENE CORE •16 GA. H.M. FRAME •FACTORY PRIMED; FIELD PAINT PER SCHEDULE TYPE 4 •GENERAL PURPOSE EXTERIOR DOOR •FLUSH METAL •18 GA. WITH RIGID POLYSTYRENE CORE •16 GA . H.M. FRAME •FACTORY PRIMED; FIELD PAINT PER SCHEDULE TYPE 5 •GENERAL PURPOSE INTERIOR DOOR •FLUSH METAL •18 GA. WITH RIGID POLYSTYRENE CORE •20 GA . H.M. FRAME •FACTORY PRIMED; FIELD PAINT PER SCHEDULE TYPE 6A / 6B •INTERIOR STORAGE LOCKER DOOR (UH-04) •MODEL 650 ROLL UP DOOR BY JANUS •ALUMINUM BOTTOM BAR •U-HAUL PUNCHED GUIDES AND HARDWARE •PRE-FINISHED AISLE SIDE; U-HAUL ORANGE, HIGH GLOSS TYPE 7A •INTERIOR STORAGE LOCKER DOOR (UH-16) •FLUSH METAL SWING DOOR WITH DIAGONAL BRACING •MANUFACTURED BY JANUS •SPECIAL 18 GA. FRAME •PRE-FINISHED HIGH GLOSS U-HAUL ORANGE AISLE SIDE TYPE 9B OVERHEAD DOOR •STANDARD - MOUNT FIXED DOOR PANEL BY JANUS •ALUMINUM BOTTOM BAR -PER- FINISHED ONE SIDE; U-HAUL •ORANGE , HIGH GLOSS - ZEE - TYPE MOUNTING STRIPS / TRIM AT STANDARD -MOUNT DISPLAY DOORS •J- TYPE MOUNTING STRIPS / TRIM AT SURFACE •MOUNT DISPLAY DOORS •MOUNT TYPICAL DOOR HARDWARE •AT FACE OF DOOR PANEL TYPE 10A INTERIOR LOAD/UNLOAD OVERHEAD DOOR •MANUFACTURER: CLOPAY •MODEL: GD2LUW1 (VERIFY W RATING WITH LOCAL REQUIREMENTS) •LOW-HEADROOM REAR MOUNTED 2" TRACK -FIELD VERIFY •FACTORY FINISH - CANYON RIDGE ULTRA-GRAIN WALNUT •"T" DENOTES TEMPERED SAFETY GLASS PLAIN LONG WITH SQUARE GRILLES WINDOW 3RD & 4TH SECTION FROM FINISHED FLOOR (PROVIDE IN 3RD PANEL ONLY IF HEIGHT IS 8' LESS) •MOTORIZED, INSULATED SECTIONAL OVERHEAD DOOR •STRUCTURAL FRAME (JAMB AND HEAD) •FULL WEATHERSTRIP •FOLLOWING FEATURES SHALL BE COORDINATED WITH UHI CONSTRUCTION PROJECT MANAGER/OWNERS REPRESENTATIVE AND OVERHEAD DOOR INSTALLER: 1.MANUAL OPEN/CLOSE/STOP BUTTONS 2.ELECTRIC OPERATOR CONTROLS 3.MILLEREDGE SAFETY EDGE PN: ME-123-T2-U. ALSO INCLUDES: MILLEREDGE ALUMINUM RETAINER PN: ME-123-CA3 ALWAYS ORDER THE MILLEREDGE CUT LENGHT THE SAME WIDTH OF DOOR SECTION 4.MILLEREDGE WIRELESS RECEIVER KIT PN: RB-P-10K (TRANSMITTER & RECEIVER KIT) 5.LIFTMASTER MONITORED LIGHT CURTAIN PN: LC-36M INSTALLED AT WAREHOUSE DOORS ONLY 6.LIFTMASTER ADDITIONAL INTERFACE CARD PN: CPS3CARD 7.ADDITIONAL LIMIT SWITCH KIT PN: K72012515-1 8.SAFETY MOTION/TRIGGER BEAM (1) BEA 1240 MOTION LOW VOLTAGE (DOOR SAFETY/TRIGGER BEAM) INSIDE & OUT ·FOLLOWING FEATURE SHALL BE COORDINATED WITH SECURITY VENDOR PER SECURITY LAYOUT PLAN (Q - DRAWING): AND SHALL BE INSTALLED AT WAREHOUSE DOORS ONLY 1.SECURITY ACCESS TRIGGER ON EACH DOOR (WIEGAND & DOORKING) INSTALLED BY SECURITY VENDER. TYPE 11 •REFUSE DOOR •INSULATED SECTIONAL OVERHEAD DOOR •MODEL 524S; MANUFACTURED BY CLOPAY •JAMB/WALL MOUNTED RAILS •FACTORY PRIMED; PAINTER EXTERIOR OF DOOR PER SCHEDULE T T T T T T T T T T T T T T T T T T T T T T T T T T T TYPE 10 OVERHEAD DOOR •MANUFACTURER: CLOPAY •MODEL: 3724W1 (VERIFY W RATING WITH LOCAL REQUIREMENTS) •"T" DENOTES TEMPERED SAFETY GLASS FULL VIEW 3RD SECTION FROM FINISHED FLOOR. •MOTORIZED, INSULATED SECTIONAL OVERHEAD DOOR •STRUCTURAL FRAME (JAMB AND HEAD) •VERTICAL RAILS UNLESS NOTED OTHERWISE. FIELD VERIFY •FULL WEATHERSTRIP •FOLLOWING FEATURES SHALL BE COORDINATED WITH UHI CONSTRUCTION PROJECT MANAGER/OWNERS REPRESENTATIVE AND OVERHEAD DOOR INSTALLER: 1.MANUAL OPEN/CLOSE/STOP BUTTONS 2.ELECTRIC OPERATOR CONTROLS 3.MILLEREDGE SAFETY EDGE PN: ME-123-T2-U. ALSO INCLUDEDS: MILLEREDGE ALUMINUM RETAINER PN: ME-123-CA3 ALWAYS ORDER THE MILLEREDGE CUT LENGHT THE SAME WIDTH OF DOOR SECTION 4.MILLEREDGE WIRELESS RECEIVER KIT PN: RB-P-10K (TRANSMITTER & RECEIVER KIT) 5.LIFTMASTER MONITORED LIGHT CURTAIN PN: LC-36M INSTALLED AT WAREHOUSE DOORS ONLY 6.LIFTMASTER ADDITIONAL INTERFACE CARD PN: CPS3CARD 7.SAFETY MOTION/TRIGGER BEAM) INSIDE & OUT ·FOLLOWING FEATURE SHALL BE COORDINATED WITH SECURITY VENDOR PER SECURITY LAYOUT PLAN (Q - DRAWING): AND SHALL BE INSTALLED AT 1.TRIGGER NEO-DSC WIRELESS TRANSCEIVER W/ KEY PHOB. INSTALLED BY SECURITY VENDOR SEE SCHEDULE SE E S C H E D U L E TYPE 21A •POWER SINGLE-SLIDE SURFACE MOUTNED ENTRANCE DOOR AT STORAGE. •DURA-GLIDE 2000 SERIES BY STANLEY ACCESS TECHNOLOGIES. •BLACK ANODIZED ALUMINUM FRAME. •"T" DENOTES TEMPERED SAFETY GLASS. •SIGN ADJACENT TO DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS." •BREAK AWAY PANEL IN ACCORDNACE WITH IBC SECTION 1010.1.4.2. •U-FACTOR: 0.210. •10" BOTTOM RAIL. •AUTO LOCKING PER SCHEDULE. •NO THRESHOLD. •SEE PLANS FOR DOOR OPENING DIRECTION PRIOR TO ORDERING. 0' - 1 0 " SE E S C H E D U L E SEE SCHEDULE SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 3 A M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 6 A M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 2 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 2 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 9 P M ALL DOOR AND WINDOW DIMENSIONS ARE TO CENTER LINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS, AND FINAL COLOR SELECTION ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER- NO SUBSTITUTIONS KZ BG/DZ DOOR TYPES A7.0 3 3 JAMB ANCHORS SEALANT ON ALL EDGES DOOR AS SCHEDULED FRAME AS SCHEDULED SCHED. OPENING METAL STUDS METAL RUNNER METAL RUNNER METAL CHANNELS SCHEDULED WALL TYPE SC H E D U L E D WA L L T Y P E SC H E D U L E D OP E N I N G CR CHANNEL @ 24" O.C. ABOVE OPENINGS 6'-0" OR LARGER REFER TO WALL TYPE SCHEDULE FOR MATERIAL SEALANT ON ALL EDGES FRAME AS SCHEDULED DOOR AS SCHEDULED REFER TO WALL TYPE SCHEDULE FOR MATERIAL 12" = 1'-0" SCALETYP INTERIOR DOOR JAMB DTL 1 3" = 1'-0" SCALEEXTERIOR DOOR THRESHOLD 3 12" = 1'-0" SCALETYP INTERIOR DOOR HEAD DTL 2 1/2" = 1'-0" SCALETYPICAL INTERIOR STORAGE UNIT ELEVATION 43/4" = 1'-0" SCALEBURGLAR BAR DETAIL 5 DOOR HARDWARE NOTES: 11 3 8' - 0" 3' - 0" 23B 10A 5 6B 5 5 4 5 4 11' - 0" 3' - 0" 3' - 4" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 8' - 0" 7' - 0" METAL HM/GLS 9' - 0" 10' - 6" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" METAL HM METAL HM HM HM HM HM 4 ANODIZED BLACK HM STEEL HM ALUM STEEL HM 18GA HM HM HM HM HM L N B A N E G C C L E J _ _ _ _ _ _ _ EXTERIOR DOOR (**/***) _ EXTERIOR DOOR (**/***) FAIL - SAFE AUTOLOCK ; SURFACE MOUNTED (***) TILE-EDGETHRESHOLD; ADACOMPLIANT ID SIGN "RESTROOM" (***) TILE-EDGE THRESHOLD; ADA COMPLIANT ID SIGN "RESTROOMS" EXTERIOR DOOR (**/***) A) AUTOMATIC SLIDING ENTRANCE DOOR B) SHOWROOM TO D&R BAYS C) OFFICE/BREAKROOM DOOR D) CUSTOMER ENTRANCE DOOR / 24 HOUR DOOR E) RESTROOM DOOR - INTERIOR H) STORAGE LOCKER SWING DOOR J) SWING DOOR - EXTERIOR K) SWING DOOR - INTERIOR L) SWING DOOR - INTERIOR/EXTERIOR DOOR SCHEDULEDOOR HARDWARE GROUPS - FULL WEATHERSTRIP (1) 1" SINGLE CYLINDER DEAD BOLT, KEYED BOTH SIDES (1) KEY SWITCH AND KEYED LOCK (1) AUTOLOCK PER SCHEDULE - NO THRESHOLD (3) HINGES (1) LEVER HANDLE LOCK SET (1) TRILOGY T2 CODED LOCK @ STORAGE SIDE (COORDINATE W/UHI SECURITY) (1) SELF CLOSER (3) SILENCERS (1) WALL BUMPER (1) ALUMINUM THRESHOLD 1/2" MAX (3) HINGES (1) LEVER HANDLE LOCK SET (3) SILENCERS (1) WALL BUMPER - FULL WEATHERSTRIP (3) HINGES (1) LEVER HANDLE LOCK SET WITH KEY LOCK; EXTERIOR (1) VP KEYPAD ACCESS @ EXTERIOR SIDE; (CARDSWIPE & DOOR STRIKE, COORDINATE W/ UHI SECURITY) (1) PANIC HARDWARE; INTERIOR (1) SELF CLOSER (1) CRASH CHAIN (1) WALL BUMPER (1) ALUMINUM THRESHOLD 1/2" MAX (3) HINGES (1) LEVER HANDLE LOCK SET (1) SCHLAGE OCCUPANCY INDICATOR DEADBOLT (1) ALUM. TILE EDGE/ THRESHOLD 1/2" MAX (1) SELF CLOSER (1) KEYPAD (3) SILENCERS (3) HINGES AT DOOR TYPES 7A, 7B (2) HINGES AT DOOR TYPE 7C (1) C-501 DOOR MOUNTED GRASPABLE LATCH (3) HINGES (1) PANIC HARDWARE - INTERIOR SIDE (1) SELF CLOSER (3) SILENCERS (1) ALUMINUM THRESHOLD 1/2" MAX (3) HINGES (1) LEVER HANDLE LOCK SET WITH KEY LOCKS (1) SELF CLOSER (3) SILENCERS (1) WALL BUMPER PER SCHEDULE (3) HINGES (1) LEVER HANDLE LOCK SET WITH KEY LOCKS (1) SELF CLOSER (3) SILENCERS (1) WALL BUMPER PER SCHEDULE HARDWARE GROUPS ARE INTENDED ONLY AS A GUIDE. CONTRACTOR SHALL PREPARE A COMPLETE HARDWARE SCHEDULE PER OWNER-PROVIDED INFORMATION AND SUBMIT FOR REVIEW. 104C 100B 101 102 103 107 104A 104B 105 110B 110A 112 111A 121 221 321 111D 106 109 120B 120A 111B 111C 306 308 108 208 220 320 _ _ 1A 8' - 6"ANODIZED BLACK ALUM A _FAIL - SAFE AUTOLOCK ; SURFACE MOUNTED 21A 8' - 6"ANODIZED BLACK ALUM A _FAIL - SAFE AUTOLOCK ; SURFACE MOUNTED 3 3' - 0"7' - 0"HM/GL HM D _EXTERIOR DOOR (**/***) DOOR BY CLOPAY. OVERHEAD DOORS. LOW-HEADROOM REAR MOUNTED 2" TRACK FIELD VERIFY PRIOR TO ORDERING DOOR FACTORY PRIMED - FIELD PAINT TO MATCH ADJACENT WALLS FACTORY PRIMED - FIELD PAINT TO MATCH ADJACENT WALLS FACTORY PRIMED - FIELD PAINT TO MATCH ADJACENT WALLS FACTORY PRIMED - FIELD PAINT TO MATCH ADJACENT WALLS FACTORY PRIMED - FIELD PAINT U-HAUL BLACK (P101) FACTORY PRIMED - FIELD PAINT TO MATCH ADJACENT WALLS FACTORY FINISHED CANYON RIDGE ULTRA GRAIN WALNUT FACTORY FINISHED U-HAUL ORANGE 10 FACTORY PRIMED - FIELD PAINT TO MATCH ADJACENT WALLS FACTORY PRIMED - FIELD PAINT TO MATCH ADJACENT WALLS _ _ DOOR BY CLOPAY. LOW-HEADROOM REAR MOUNTED 2" TRACK FIELD VERIFY PRIOR TO ORDERING DOOR FIRE DOOR PER IBC 716.5 EXTERIOR DOOR (**/***) FIRE DOOR PER IBC 716.5 MANUAL ROLL-UP DOOR BY JANUS FIRE DOOR PER IBC 716.5 1 HR 1 HR 1 HR _ _ _ _ _ NSTEELFACTORY FINISH - BLACK FACTORY PRIMED - FIELD PAINT U-HAUL BLACK (P101) FACTORY PRIMED - FIELD PAINT U-HAUL BLACK (P101) METAL ALUM/GL ALUM/GL ALUM/GL HM 12' - 0"10' - 6" 8' - 6" 11' - 3" 3' - 0"7' - 0" 11' - 3" FACTORY PRIMED - FIELD PAINT TO MATCH ADJACENT WALLS FACTORY PRIMED - FIELD PAINT TO MATCH ADJACENT WALLS FACTORY PRIMED - FIELD PAINT TO MATCH ADJACENT WALLS FACTORY PRIMED - FIELD PAINT U-HAUL BLACK (P101) HM HM HM HM 3' - 0"7' - 0" 3' - 0"7' - 0" 3' - 0"7' - 0" 3' - 0"7' - 0" 5 5 5 4 HM HM HM HM L M J M 2 11' - 3"8' - 6"ALUM/GL DOOR / ROOM #TYPE 6A 6B 7A 9B WIDTH HEIGHT MATERIAL 8' - 0" 3' - 4" 3' - 4" 8' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" METAL METAL METAL METAL FINISH ANODIZED BLACK FRAME 18GA 18GA 18GA 18GA ALUM GROUP RATING NOTE G G H G A _ _ _ _ _ MANUAL ROLL-UP DOOR BY JANUS MANUAL ROLL-UP DOOR BY JANUS MANUAL SWING DOOR BY JANUS FIXED DOOR PANEL BY JANUS. DOOR APPLIED AT EXTERIOR FACADE AT ACCESSIBLE LOCKER UNITS FAIL - SAFE AUTOLOCK 6A 6B 7A 9B 100A FACTORY FINISHED U-HAUL ORANGE FACTORY FINISHED U-HAUL ORANGE FACTORY FINISHED U-HAUL ORANGE FACTORY FINISHED U-HAUL ORANGE ** = PROVIDE 1/2" CONDUIT INSIDE DOOR FRAMES (LATCH SIDE) FOR SECURITY DEVICES *** =LATCH SIDE OF DOOR: CENTER LINE OF SIGN AT +60 INCHES ABOVE FINISHED FLOOR IN ACCORDANCE WITH IBC ARTICLES 1110. 1, 2902.4 M) EXIT STAIR DOOR - INTERIOR N) SECTION OVERHEAD DOOR - FULL WEATHERSTRIP (3) HINGES (1) PANIC HARDWARE - INTERIOR (1) LEVER HANDLE LOCK SET AT STAIR SIDE (1) SELF CLOSER (3) SILENCERS (1) PROVIDE POWER OPERATOR (1) SAFETY EDGE AT BOTTOM G) STORAGE LOCKER ROLL-UP DOOR (1) STAINLESS STEEL PADLOCK SLIDE BOLT (2) COILING SPRINGS WITH DOOR F) RESTROOM DOOR - INTERIOR (3) HINGES (1) LEVER HANDLE LOCK SET (1) SCHLAGE OCCUPANCY INDICATOR DEADBOLT (1) ALUMINUM TILE EDGE/ THRESHOLD 1 2" MAX. (1) SELF CLOSER (1) WALL BUMBER PER SCHEDULE DOOR NOTES 1.ALL DOOR GLAZING SHALL BE TEMPERED SAFETY GLASS AND PERMANENTLY IDENTIFIED BY THE MANUFACTURER. 2.LOCK & LATCH SETS SHALL HAVE LEVER DEVICES FOR USE BY THOSE WITH DISABILITIES. 3.HAND ACTIVATED DOOR OPENGIN HARDWARE TO BE CENTERED @ 30" TO 44" A.F.F. & BE OPENED WIHT A SINGLE EFFORT BY LEVER TYPE HARDWARE. 4.MAXIMIUM EFFORT TO OPERATE SHALL NOT EXCEED 8.5 OUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. 5.THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE. 6.ALL REQUIRED EXIT DOORSWAYS SHALL HAVE A MINIMU OF 32" CLEAR OPENING WITH THE DOOR @ 90° TO THE CLOSED POSITION. 7.THE MAXIMUM HEIGHT OF THRESHOLD TO BE 1 2" MAX. VERTICAL CHANGE @ EDGE IS 1 4" WITH A MAXIMUM BEVEL OF 45°. 8.IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SOT THAT FROM AN OPEN POSITION OF 70°, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" (75 MM) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 9.VERIFY ALL DOOR OPENINGS BEFORE FABRICATION. 10.EXISTING EGRESS DOORS SHALL RECEIVE J-TYPE HARDWARE AS REQUIRED. 11.ALL DOORS USED FOR EGRESS PURPOSES MUST BE OPEN-ABLE FROM THE INSIDE WITHOUT USE OF SPECIAL KNOWLEDGE OR EFFORT. INTERIOR EXTERIOR SCHEDULED DOOR 1/ 2 " MA X . FLOOR FINISH PER SCHEDULE TOP OF CONCRETE SLAB DOOR BOTTOM DRIP WITH SEAL SET IN SEALANT. RE: HARDWARE SCHEDULE HANDICAP COMPLIANT "PANIC" TYPE THRESHOLD. SET IN FULL BED OF SEALANT. APPLY SEALANT AT EACH END SLOPE 1/8"-1/4" PER 1'-0" (MIN. FIRST 5'-0" FROM DOOR) RE: FOUNDATION & CIVIL DRAWINGS TOP OF EXTERIOR WALKING SURFACE TOP TRIM ANGLE BOTTOM TRIM ANGLE OPEN LINE OF DECK PURLIN / HEADERS PURLIN POST / STUD 8' - 4 " M I N , H E I G H T ( V R I F Y S I T E S P E C I F I C C O N D T I O N S ) 7' - 0 " M I N . D O O R H E I G H T FLUSH HEADER PANEL; COLOR: GLOSSY WHITE FLUSH PEIR PANEL; COLOR: GLOSSY WHITE EXTENDED PULL DOWN ROPE WITH LOOP AT END FOR ACCESSIBLE UNITS WITH ROLLING DOORS. ROPE TO BE MAX. 48" A.F.F. WHEN DOOR IS COMPLETELY OPEN STAINLESS STEEL SLIDING DOOR LATCH BY " CHATEAU PRODUCTS" OR OWNER APPROVED EQUAL SEMI-RECESSED FIRE EXTINGUISHER CABINET BY JANUS WITH MAXIMUM PROJECTION OF 4"; COLOR: PS ORANGE UNIT RULL-UP DOOR WITH VINYL BULB -TYPE WEATHER STRIP AT BOTTOM OF DOOR. SEE DOOR SCHEDULE FOR SIZE ; COLOR : GLOSSY PS ORANGE. 6" MAXIMUM OPENING 0' - 0 3/16" HALLWAY CHANNEL TYPICAL PARTITION HALLWAY SYSTEM 2' - 0 " O R G R E A T E R 0' - 1 0 " 0' - 8 " 0' - 8 " 0' - 8 " 0' - 8 " 0' - 8 " BURGLAR BAR HAT CHANNELS 8" ON CENTER OVER HALLWAY SYSTEM AS SHOWN WHEN GAP SPACING TO ROOF DECK OR FLOOR IS GREATER THAN 24. WHERE GAP IS LESS THAN 24" NO BURGLAR BAR HAT CHANNELS ARE REQUIRED CEILING FINISH OR BOTTOM OF STRUCTURE ABOVE VERTICAL UPRIGHTS OR COLUMNS 10'-0" ON CENTER MAXIMUM SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 3 A M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 6 A M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 2 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 2 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 9 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 0 P M KZ BG/DZ DOOR SCHEDULE & DOOR DETAILS A7.1 1 1 1 1 3 3 3 3 3 3 3 ABBREVIATION ACT CONC FRP GWB GWB - WR GWB-X KP UH - 01 UH - 02 UH - 05 PEG PLY PTD TILE - F TILE - W TILT VCB CMU PRE - F MATERIAL MANUFACTURER ACOUSTIC CEILING TILE CONCRETE FIBERGLASS REINFORCED PANELS 5/8" GYPSUM WALL BOARD 5/8" GYPSUM WALL BOARD; TYPE X 18 GA METAL KICK PLATE 26 GAUGE 29 GAUGE GALVANISM PLUS 18 GAUGE KICK PLATE 1/4" PEG BOARD PAINT FLOOR TILE WALL TILE CONCRETE VINYL COVE BASE CONCRETE MASONRY UNIT PRE - FINISHED ARMSTRONG - EMPLOY KAISER OR EQUAL KAISER OR EQUAL NOTE: 3 - MBCI MBCI MBCI - - SHERWIN - WILLIAMS CERAMIC TILE CERAMIC TILE - ARMSTRONG - - TYPE OMNI FISSURE - - STANDARD WATER RESISTANT HEAT/FIRE RESISTANT GALV COIL - STOCK " D" PANEL " U" PANEL - - - SHER - CRYL - - - - - - - - - GALVANIZED PRE - FINISHED HIGH GLOSS WHITE GALVANIZED GALVANIZED PAINTED ULTRA WHITE NATURAL SEE COLOR LEGEND BEIGE BEIGE NATURAL BLACK - SEE COLOR LEGEND COLOR WHITE - WHITE - - MAX ALLOWABLE MAX ALLOWABLE MAX ALLOWABLE 12" HIGH, 1" A.F.F. 32" W X 5/8" 36" W X 3/4" 12" HIGH - - - 12" X 12" 12" X 12" - 4" X 4' - 0" - - SIZE 24" x 48" FINISH - STAINED FINISH, OR NATURAL CONCRETE WITH EXTRUDED ANODIZED ALUMINIUM TRIM - - - MOUNTED WITH RIVETS SEE SHEET A9.7 MOUNTED VERTICALLY MOUNTED HORIZONTALLY - - SHER - CRYL HIGH GLOSS FINISH ADDITIONAL INFORMATION ON RESTROOM SHEET LIGHT BROOM FINISH AT EXTERIOR SIDE STANDARD TEXTURE - PRE-FINISHED FROM MANUFACTURER /REMARKS MATERIALS LEGEND ROOM # 105 110 112 / 212 / 312 111 109 106 / 306 108 / 208 / 308 120 / 220 / 320 ROOM NAME REFUSE SELF STORAGE LOBBY SELF STORAGE STORAGE ELEVATOR EQUIPMENT ROOM MOP / COMM ROOM STAIR 1 CONC CONC CONC CONC CONC CONC CONC CONC EXPOSED EXPOSED EXPOSED EXPOSED EXPOSED TILE - F EXPOSED EXPOSED NOTES - - - TILE - F VCB - - WALL 'A' FINISH WALL 'B' FINISH WALL 'C' FINISH WALL 'D' FINISH WAINSCOT CEILING TYPE CEILING HEIGHT NOTES ( SEE SHEET NOTES FOR ADDITIONAL INFORMATION) EXPOSED VARIES VARIES PRE - F PTD P PTD R PRE - F EXPOSED PTD P VARIES VARIES PRE - F PTD P PTD R PRE - F EXPOSED PTD P VARIES VARIES PRE - F PTD P PTD R PRE - F EXPOSED PTD P VARIES VARIES PRE - F PTD P PTD R PRE - F EXPOSED - - - - - TILE - W NOTES - EXPOSED EXPOSED EXPOSED EXPOSED - GWB / PTD P - - - 9' - 0" - - - - FOR ADDITIONAL INFORMATION SEE FLOOR PLAN PROVIDE ( UH-05) KICK PLATE IN CART STORAGE AREA - PROVIDE ( UH-05) KICK PLATE - FOR ADDITIONAL INFORMATION SEE RESTROOM SHEET FOR ADDITIONAL INFORMATION SEE RESTROOM SHEET FOR ADDITIONAL INFORMATION SEE FLOOR PLAN A NATURAL GRAY CONCRETE B PAINT TO MATCH CONCRETE TILT - UP PANEL C COLOR: PRE-FINISHED "HIGH GLOSS WHITE " D COLOR: PRE-FINISHED "U-HAUL ORANGE " E COLOR: PRE-FINISHED "U-HAUL GREEN " F COLOR: PRE-FINISHED BLACK ANODIZED ALUMINUM G COLOR: GALVANIZED FINISHED H COLOR: RUSTOLEUM "FOREST GREEN" J COLOR: "SIERRA SUNSET" (12" STRIPE) K COLOR: SHERWIN - WILLIAMS "BLACK" (DOOR & FRAME) L M N O P Q R COLOR: SHERWIN - WILLIAMS " LIGHT GRAY " COLOR: SHERWIN - WILLIAMS " MEDIUM GRAY " COLOR: SHERWIN - WILLIAMS " CHROME YELLOW " COLOR: SHERWIN - WILLIAMS " TRAFFIC YELLOW " COLOR: SHERWIN - WILLIAMS " ULTRA WHITE " COLOR: SHERWIN - WILLIAMS " ACCESSIBLE BEIGE " COLOR: SHERWIN - WILLIAMS " PENNYWHISTLE " FINISH SCHEDULECOLOR LEGEND 5/8" GYPSUM WALL BOARD; WATER RESISTANT PLYWOOD - BB GRADE 3/4" THICK WITH 3/4" ROUND MOUNT AT 12" A.F.F TO 9'-0" A.F.F. SEE PLAN FOR LOCATION WALL TILE USED AS A 48" WAINSCOT, BRICK PATTERN; SEE RESTROOM SHEET SINGLE OCCUPANCY RESTROOM(S): INSIDE FLOOR MATERIAL FLOOR FINISH BASE MATERIAL 121 / 221 / 321 STAIR 2 CONC EXPOSED EXPOSED EXPOSED EXPOSED EXPOSED ---FOR ADDITIONAL INFORMATION SEE FLOOR PLAN 100 101 SHOWROOM OFFICE 102 104 BREAKROOM R&D AREA CONC STAINED PTD Q PTD Q PTD Q PTD Q EXPOSED STAIN CONCRETE FLOOR COHILLS "AGED BRONZE", PROVIDE INSULATION , PEGBOARD PTD "P - CLASS 'C' PER TABLE 803.11 VCB 9' - 0" 9' - 0" 9' - 0" VARIES -CONC STAINED PTD Q PTD Q PTD Q PTD Q STAIN CONCRETE FLOOR COHILLS "AGED BRONZE", PROVIDE INSULATION - CLASS 'C' PER TABLE 803.11VCBGWB / PTD P CONC TILE - F TILE - W TILE-W/PTD R TILE - W GWB / PTD P 9' - 0"FOR ADDITIONAL INFORMATION SEE RESTROOM SHEETSINGLE OCCUPANCY RESTROOM(S):103 TILE-W/PTD R TILE-W/PTD R TILE-W/PTD R -CONC STAINED PTD Q PTD Q PTD Q PTD Q STAIN CONCRETE FLOOR COHILLS "AGED BRONZE", PROVIDE INSULATION - CLASS 'C' PER TABLE 803.11VCBGWB / PTD P T T T T WINDOW SCHEDULE AND NOTES WINDOW #DIMENSIONS/REMARKS BOTTOM OF FRAME AT 12" ABOVE FINISH FLOOR AT SHOWROOM. (1 FRAME TOTAL) 'T' DENOTES TEMPERED SAFETY GLASS. BOTTOM OF FRAME AT 38" ABOVE FINISH FLOOR AT SHOWROOM/D&R WALL (1 FRAME TOTAL) 'T' DENOTES TEMPERED SAFETY GLASS. METAL FRAME WITH THERMAL BREAK: FIXED, PERF. SPECS.: PRODUCT ID BASIS OF DESIGN: TRU LIGHT OR OLD CASTLE, SHGC AND U-FACTOR PER IECC. SEE BUILDING ELEVATIONS WINDOW NOTES: 1.ALL WINDOWS SHALL HAVE A MINIMUM VISIBLE LIGHT TRANSMITTANCE (VLT) OF 84% AT DUAL PANE WINDOWS AND 89% AT SINGLE PANE WINDOWS. 2.CONTRACTOR TO DETERMINE REQUIRED GLAZING THICKNESS BASED ON WINDOW SIZE, ELEVATION AND LOCAL REQUIREMENTS. 3.ALL GLAZING SHALL BE TEMPERED SAFETY GLASS WITH NO TINT. 'T' DENOTES TEMPERED SAFETY GLASS. 4.ALL FRAMES SHALL BE 4" DEEP OR MATCH EXISTING, CENTER-GLAZED, BLACK ANODIZED STOREFRONT FRAME. 5.VERIFY ALL WINDOW OPENINGS BEFORE FABRICATION. TYPE 5 -ALUMINUM STOREFRONT WINDOW WITH FIXED GLAZING -SEE ELEVATIONS FOR BOTTOM OF WINDOW ELEVATION. TYPE 4 -ALUMINUM STOREFRONT WINDOW WITH FIXED GLAZING -BOTTOM OF WINDOW AT 38" A.F.F. TYPE 3 @ SHOWROOM -ALUMINUM STOREFRONT WINDOW WITH FIXED GLAZING -BOTTOM OF WINDOW AT 12" A.F.F. 25'-0" (5 EQUAL PANELS) 2"2"2" TYP 2" 2" 8' - 0 " T.O. SLAB MULLION (TYP.)2"2" 4'-0" 2" 4' - 0 " 2" 3' - 2 " T.O. SLAB TOP OF WINDOW TO BE EVEN WITH TOP OF ADJACENT DOOR 1'-0" MIN 2"2" 16'-0" (3 EQUAL PANELS) 2" 2" 7' - 6 " 12 " T T 2" (TYP.) MULLION (TYP.) SHOWROOM ENTRANCE DOOR T.O. SLAB 107 FIRE RISER ROOM CONC EXPOSED PTD P PTD P PTD P PTD P EXPOSED FOR ADDITIONAL INFORMATION SEE FLOOR PLAN TYPE 6 -ALUMINUM STOREFRONT WINDOW WITH FIXED GLAZING -SEE ELEVATIONS FOR BOTTOM OF WINDOW ELEVATION. 30'-0" (6 EQUAL PANELS) 2"2"2" TYP 2" 2" 8' - 0 " T.O. SLAB MULLION (TYP.) 5 4 3 6 METAL FRAME WITH THERMAL BREAK: FIXED, PERF. SPECS.: PRODUCT ID BASIS OF DESIGN: TRU LIGHT OR OLD CASTLE, SHGC AND U-FACTOR PER IECC. SEE BUILDING ELEVATIONS SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 3 A M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 6 A M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 2 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 2 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 9 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 0 P M ALL DOOR AND WINDOW DIMENSIONS ARE TO CENTER LINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/ REQUIREMENTS, AND FINAL COLOR SELECTION ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER- NO SUBSTITUTIONS 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 1 P M BG DZ FINISH SCHEDULES A7.2 2 22 3 13 2' - 7"5' - 9" CL 36"108 208 308 TYP G 1'-9" A8.9 8 SIM 108 208 308 K B K 8' - 4" 9' - 7" 2' - 6" 0' - 2" 0' - 10" 0' - 2" EQ A EQ EQ EQ EQ (TYP.) 2' - 0" EQ 2 1' - 6" 4 106 306 (TYP.) 1' - 0"1' - 8"5' - 4" R J1 3 A7.5 1 RESTROOM 106 306 J1 A 3' - 2"1' - 0"1' - 9" L 16"-18"7"-9"18" MIN.18" MIN.11" MIN.6" MAX. 12"24" CL 42"12" CL 8" MIN. 10 ' - 0 " 7' - 0 " T. O . I N T E R C O M 5' - 3 1 / 8 " CO N D U I T C . L . T. O . I N T E R C O M B U T T O M 4' - 0 " CO N D U I T C . L . 6' - 2 " 1' - 0 " 7' - 0 " 5' - 9 " 7' - 7 3 / 1 6 " 1' - 3 " 1' - 6 " 17 " - 1 9 " 33 " - 3 6 " 50 " M A X 4' - 0 " 33 " - 3 6 " 50 " M A X 24 " 4' - 0 " 0' - 3 " 5' - 7 " 42 " 74 " M I N . 34 " M A X . 40 " M A X 7' - 0 " 44 " M A X . 9" M I N . 27 " M I N . 34 " M A X . 4' - 0 " NOTES: WATER CLOSET (TOILET): WC-1 TANK TYPE WATER CLOSET (HANDICAP): AMERICAN STANDARD FLOWISE ® DUAL FLUSH RIGHT-HEIGHT ELONGATED TOILET MODEL # 2480.216. 17-3/4" RIM HEIGHT, VITREOUS CHINA, 0 8/1 6 GAL PER FLUSH HIGH EFFICIENCY TOILET (HET) WHITE IN COLOR CHROME-PLATED TOP MOUNIED PUSH BUTTON ACTUATOR. LAVATORY (SINK): L-1 WALL HUNG LAVATORY (HANDICAP): AMERICAN STANDARD COMRADE ™ WALL HUGE LAVATORY 20"X18-1/4" VITREOUS CHINA, REAR OVERFLOW. WHITE IN COLOR. PROVIDE S-9 WALL HANGER BOLTED TO WALL, AMERICAN STANDARD MODEL #0124.024. SUPPLY FITTING: DELTA® MODEL 523-HDF-DST,1.5 GAL PER MINUTE, 4" CENTERSET LAVATORY FAUCET, WITH SINGLE LEVER HANDLE AND METAL GRID STRAINER. 3/8" O.D. STRAIGHT, STAGGERED PEX SUPPLY TUBES - 35" AND 36". PROVIDE OFFSET P-TRAP FOR HANDICAP USE. AND HOT WATER PIPING WITH TRUEBRO ® MODEL #102 E-Z, LAV GUARD 2 BELOW LAVATORY. SOAP DISPENSER: BOBRICK B-5090 MATRIX SERIES SOAP DISPENSER. MOUNT SO THAT DISPENSER BUTTON IS NO MORE THAN 44" ABOVE FINISHED FLOOR. MANUFACTURER'S RECOMMENDED INSTALLATION HEIGHT TO TOP OF UNIT IS 50-7/8" AF.F. ADA GRAB BARS: BOBRICK B-6806.99 SERIES, STAINLESS STEEL, 1-1/2" DIAMETER, CONCEALED MOUNTING, PEENED NON-SLIP FINISH, IN SIZES AND LOCATIONS AS SHOWN ON DRAWINGS. GRAB BARS SHALL SUPPORT AT LEAST 900 LBS (408KG). FURNISH WITH CONCEALED ANCHORS AND ANCHOR PLATES SUITED TO GRAB BAR LOCATION. PAPER TOWEL DISPENSER: BOBRICK B-52860 MATRIX SERIES SURFACE-MOUNTED ROLL-PAPER-TOWEL DISPENSER. PROVIDE PAPER TOWEL DISPENSER AT EACH LAVATORY LOCATION MOUNT SO PAPER TOWEL DISPENSER AND LEVER IS NO MORE THAN 48" A.F.F. MANUFACTURER'S RECOMMENDED INSTALLATION HEIGHT TO TOP OF UNIT, IS 51" A.F.F. TOILET TISSUE DISPENSER: BOBRICK B-5288 MATRIX SERIES SURFACE-MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER . MANUFACTURER'S RECOMMENDED INSTALLATION HEIGHT TO TOP OF UNIT IS 28" A.F.F. TOILET SEAT COVER DISPENSER: BOBRICK B-5221 SURFACE-MOUNTED TOILET-SEAT-COVER DISPENSER. PROVIDE 4" MINIMUM CLEARANCE FROM BOTTOM OF DISPENSER TO TOP OF ANY HORIZONTAL PROJECTION TO PROVIDE ROOM FOR FILLING DISPENSER FROM BOTTOM. MANUFACTURER'S RECOMMENDED INSTALLATION HEIGHT TO TOP OF UNIT IS 30"-45" A.F.F. MIRROR: 24"X40" UNFRAMED GLASS MIRROR TO BE PURCHASED LOCALLY. BOTTOM REFLECTIVE SURFACE TO BE MOUNTED AT 40" ABOVE FINISHED FLOOR, MAXIMUM, PER ADA REQUIREMENT. MIRROR SHALL BE FRAMED WITH 1"X3" WOOD MOLDING (OR ALTERNATE, DECORATIVE PRE-ROUTED WOOD MOLDING - LIKE CHAIR RAIL), PAINTED BLACK. PROPER BACKING MUST BE APPLIED TO THE WALL TO ALLOW MIRROR TO MOUNT FLUSH WHEN MOUNTING OVER UNEVEN SURFACES SUCH AS WALL TILE AND DRYWALL. FLOOR AND WALL TILE IN RESTROOM: 1.12"X12" CERAMIC TILE, TAN/BEIGE IN COLOR ,TO RESEMBLE TRAVERTINE. INSTALL 12"X12" WALL TILE TO 48" A.F.F. TILE MUST BE RATED FOR LIGHT COMMERCIAL USE AND SUITABLE FOR FLOOR AND WALL APPLICATION. FLOOR: INSTALL TILE IN STANDARD "TILE" PATTERN WALL: INSTALL TILE IN "BRICK" (STAGGERED) PATTERN, TO 48" ABOVE FINISHED FLOOR TILE GROUT: 1.GROUT TO MATCH TILE AS NOTED ABOVE. POLYBLEND® SANDED GROUT OR SIMILAR PROVIDE 1/4" GROUT WIDTH. THRESHOLD/TRANSITION: FOR TRANSITION FROM RESTROOM TILE TO OTHER FLOORING SURFACE, USE 1.2 SCHLUTER® -RENO-U FOR 5/16" FLOOR TILE, IN ALUMINUM, SATIN ANODIZED (AE) FINISH. THIS MAY BE ORDERED THROUGH DALTILE. OR MAY PURCHASE SIMILAR TRANSITION PIECE FROM LOCAL TILE SUPPLIER. CHAIR RAIL: TO FINISH TOP EDGE OF WALL TILE, INSTALL 1"X3" WOOD SANDED SMOOTH ABOVE TILE, PAINT BLACK. USE SAME 1"X3" WOOD TO "FRAME" OUT MIRROR, PAINT BLACK. ALTERNATELY, CAN USE DECORATIVE, PRE-ROUTED WOOD MOLDING FOR CHAIR RAIL AND MIRROR "FRAME". DOOR HARDWARE: IN ADDITION TO THE LEVER HANDLE, INSTALL OCCUPANCY INDICATOR DEADBOLT. SCHLAGE B571-626. EXHAUST FAN: INSTALL "AIR KING" AS70 EXHAUST FAN IN RESTROOMS, OR APPROVED EQUAL. 70 CFM/4.0 SONES @ 0.10" SP. CONNECT EXHAUST FAN AND LIGHTS TO OCCUPANCY SENSOR SWITCH. NOTE: SEAL ALL ACCESSORY FASTENER PENETRATIONS TO PREVENT MOISTURE FROM ENTERING THE PARTITION. STAINLESS STEEL SHELF STAINLESS STEEL SHELF ACCESSIBLE TOILET/GRAB BAR LOCATION & SHELF ACCESSIBLE URINAL, PARTITION & SHELF STANDARD MOUNTING HEIGHT LAVATORY & MIRROR (INSULATE ALL EXPOSED DRAIN AND HOT WATER PIPES, TYP.) FINISHED CEILING TO BE PAINTED SHERWIN-WILLIAMS, SHER-CRYL HPA GLOSS "ULTRA WHITE" - B66W300 1"x3" WOOD TO MATCH THAT OF CHAIR RAIL, TO FRAME MIRROR PAINT BLACK TO MATCH CHAIR RAIL, DOOR AND DOOR TRIM SOAP DISPENSER MOUNT SO DISPENSING BUTTON IS AT 48" MAX. A.F.F. 24" X 40" MIRROR MOUNT SO THAT BOTTOM REFLECTIVE SURFACE IS @ 40" A.F.F. MAX.PAPER TOWEL DISPENSER MOUNT SO DISPENSING BUTTON/MECHANISM IS AT 48" MAX. A.F.F. 1"x3" WOOD TO MATCH THAT OF CHAIR RAIL, TO FRAME MIRROR PAINT BLACK TO MATCH CHAIR RAIL, DOOR AND DOOR TRIM 3RD FLOOR ROOF ACCESS SEE ARCHITECTURAL ROOF DETAILS 4'-0" x 8'-0" x 3/4" PLYWOOD PANEL 4'-0" FROM FINISH GRADE FOR MOUNTING SECURITY SYSTEM EQUIPMENT 48"W X 48"T F.R.P. PANEL APPLIED OVER WALL FINISH CONTRACTOR TO INSTALL "MAX V SIGN" 10"WX1'-0"H 2" FROM SMALL RULES BOARD, 2" FROM DIRECTORY "B" SIGN, AND 7'-0" A.F.F. TO BOTTOM OF SIGN MCP TO INSTALL THE "DIRECTORY "B" SIGN" 2'-6"WX3'-0"H, 2" FROM V SIGN, 7'-0" FROM FINISHED FLOOR TO TOP OF SIGN MATCH THE DIRECTORY NUMBER (LOCATED ON THE BACK OF THE DIRECTORY) WITH STATION NUMBER ON THE MAX V-SIGN CONTRACTOR TO INSTALL "SMALL RULES BOARD" SIGN (3'-2"WX2'-0"H) 2" FROM MAX V-SIGN, AND 6'-2" A.F.F TO THE TOP OF THE SIGN. CONTRACTOR TO INSTALL CLIMATE CONTROLLED SIGN WITH THERMOMETER (1'-9")WX1'-2 1/4"H) 5" FROM SMALL RULES SIGN, 5'-9" A.F.F TO TOP OF SIGN. NOTES: 1.OWNER TO FURNISH SIGNS. 2.DIRECTORY SIGN TO INCLUDE DIRECTIONS TO ACCESSIBLE EXITS AND RESTROOMS. 3.REFER TO IMAGING BOOK PROVIDED BY AMERCO CONSTRUCTION DEPARTMENT. "RETURN CARTS HERE" SIGN (5'-0" W x 1'-6" H) CENTERED LEFT TO RIGHT ON SIDE WALL, ABOVE LEFT SIDE CART STOP (9'-8"), 7'-0" FROM FINISHED FLOOR TO TOP OF THE SIGN. KICK PLATE PROVIDE (UH-05) KICK PLATE IN CART STORAGE AREA 1" AF F CART STOP 2"X12" FLAT AND TIGHT AGAINST BASEBOARD OF WALLS SURROUNDING CART STORAGE AREA AND PAINT CHROME YELLOW 1 GAL: PN 62604, 5 GAL: PN 62624 FASTEN TO FLOOR WITH 1/2" DIA x 3 3/4" WEDGE ANCHOR BOLTS AT 2'-0" O.C. AND 6" FROM ENDS TYPICAL (COUNTERSINK ANCHOR BOLTS TO BE FLUSH WITH TOP OF BOARD) YELLOW CERAMIC MARKERS 4" YELLOW CERAMIC MARKERS 1'-0" O.C. (TYP), PN: 876002 BEGIN PLACEMENT OF MARKERS 1'-0" FROM END OF BACK CART STOP CONTINUING OUT PERPENDICULAR TO WALL THE DEPTH OF THE CART STORAGE AREA (Y) TO THE CORNER OF RECTANGLE PLACE MARKERS 1'-0" O C FROM CORNER, PARALLEL TO CART STOP, ENDING APPROX 1'-0" O C FROM RIGHT CART STOP MARKERS TO BE ORDERED AND SHIPPED FROM BREWER COTE CO BY UHI CONSTRUCTION DEPT SEE INSTALLATION INSTRUCTIONS INSTALL MARKERS PRIOR TO INSTALLATION OF CONCRETE FLOOR SEALER NOTE: REFER TO IMAGING BOOK PROVIDED BY AMERCO CONSTRUCTION DEPARTMENT MATERIALS NEEDED: 1.2"X12" STUD - 1 AT WIDTH AND DEPTH OF CART STORAGE. 2.1/2" DIA x 3 3/4" ANCHOR BOLTS (COUNTERSINK FLUSH WITH TOP OF BOARD). 3.YELLOW CERAMIC MARKERS. 4.RETURN CARTS HERE SIGN. 3'x7' STEEL DOOR ANDTRIM TO BE PAINTED SHERWIN-WILLIAMS "EGGSHELL BLACK" MOP/ COMM RM N. T. S. SCALEELEVATION A 1 N. T. S. SCALEELEVATION B 2 N. T. S. SCALEELEVATION C 3 N. T. S. SCALERESTROOM FIXTURES & ACCESSORIES MOUNTING HEIGHTS 4 N. T. S. SCALEELEVATION D 5 1/2" = 1'-0" SCALEENLARGED RESTROOM PLAN 6 1/2" = 1'-0" SCALEENLARGED MOP/COMM ROOM 9 1/2" = 1'-0" SCALECLIMATE CONTROL SIGNS 8 3/8" = 1'-0" SCALECART STORAGE 7 TOILET ACCESORIES 106 306 REFER TO SHEET A2.1 FOR WALL TYPES AND RELATED NOTES. REFER TO SHEET A7.0 FOR DOOR TYPES AND RELATED NOTES. REFER TO SHEET A7.2 FOR WINDOW TYPES, FINISH SCHEDULE AND RELATED NOTES. ALL DOOR AND WINDOW DIMENSIONS ARE TO CENTER LINE OF ROUGH OPENING. REFER TO U-HAUL INTERNATIONAL STANDARD SPECIFICATIONS FOR MATERIAL AND INSTALL REQUIREMENTS. SEE UHI FACILITY IMAGING AND DIRECTIONAL SIGNAGE IMAGING BOOK FOR ADDITIONAL INFORMATION/REQUIREMENTS, AND FINAL COLOR SELECTION. ALL SELECTIONS ARE SUBJECT TO APPROVAL BY OWNER-NO SUBSTITUTIONS. KZ BG/DZ ENLARGED RESTOOM PLAN AND MOP/COMM ROOM A7.5 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 5' - 0" WIDE AISLE BEAM FABRIC DUCT 5' - 0" WIDE AISLE DUCTBELT AND BUCKLE INTET ZIPPER INLET ATTACHMENT DETAIL DURATEX TYPE WITH ZIPPER AND OVERLAP CABLE SUSPENSION DETAIL 1 ROW HORIZONTAL CABLE SUSPENSION 5' - 0" WIDE AISLE DURATEX FABRIC CLIP ATTACHMENT CABLE TURNBUCKLE EYEBOLT SUSPENSION DETAIL 1 ROW CABLE SUSPENSION AT 12 O'CLOCK FABRIC DUCT DUCT SOX 5' - 0 " W I D E A I S L E 5' - 0 " W I D E A I S L E 5' - 0 " W I D E A I S L E SC E N A R I O 2 SC E N A R I O 1 FABRIC DUCT NOTES: 1.FABRIC DUCTS SHALL BE DUCTSOX BRAND/300 DENIER FABRIC DURATEX U-HAUL GREEN. 2.UTILIZE SINGLE ROW CABLE ONLY TO SUSPEND FABRIC DUCT-SOX. 3.DO NOT UTILIZE DOUBLE ROW CABLE SYSTEM. 4.NO METAL DUCTS IN HALLWAYS. 5.HOLES IN FABRIC DUCTS SHALL BE AT "9" AND "3". 6.INSURE FABRIC DUCTS CLEAR STACKED LOCKER SWING DOOR WHEN DEFATTED. 7.WHERE STRUCTURAL BEAM OR PIPING OBSTRUCT DUCT LINE. WRAP FABRIC DUCT CLOSE TO BEAM. CRIMPING OF DUCTS IS ACCEPTABLE. 8.ALL DUCTS AND SPRINKLER PIPING TO FOLLOW SLOPE OF ROOF. LIGHTING NOTES: 1.ALL LIGHT FIXTURES ARE TO BE MOUNTED AS HIGH AS POSSIBILE FROM THE FINISHED FLOOR. THE DIMENSION SHOWN IS THE ABSOLUTE MINIMUM AND IS TO BE USED ONLY IF NECESSARY. 2.LIGHT AT STACKED LOCKERS MOUNT AT 12' -0" A.F.F. MINIMUM. BREAK TYPICAL LIGHT RUN BY REMOVING FIXTURE TO ALLOW DUCT TO CROSS AISLE MECH. ROOM BREAK TYPICAL LIGHT RUN BY REMOVING FIXTURE TO ALLOW DUCT TO CROSS AISLE MECH. ROOM BREAK TYPICAL LIGHT RUN BY REMOVING FIXTURE TO ALLOW DUCT TO CROSS AISLE MECH. ROOM BREAK TYPICAL LIGHT RUN BY REMOVING FIXTURE TO ALLOW DUCT TO CROSS AISLE MECH. ROOM AT MIDDLE UNIT OPT. 8' -0" LONG (TYP.) FLUORESCENT LIGHT FIXTURE W/ TUBE GUARD CENTERED ON AISLE, TYPHORIZONTAL FABRIC DUCT SUPPORT CABLE LAPPED OVER BEAM METAL DECKING UPPER FLUTE ANCHOR PATCH, 4-6PER INLET INCLUDED, SEWN TO FABRIC SECURE SELF-TAP SCREW EDGE- GUARD FOR METAL EDGE (INCLUDED) STANDARD CABLE CLIP EXTENDED WEBBING W/CABLE CLIP STANDARD CABLE CLIP INTERMEDIATE CABLE SUPPORT CABLE CLAMPS AIR DISTRIBUTION AS SPECIFIED INLET COLLAR, DUCTBELT, ANCHOR PATCHES AND ZIPPER FOR EASY DETACHMENT 8' -0" LONG (TYP.) FLUORESCENT LIGHT FIXTURE W/ TUBE GUARD CENTERED ON AISLE, TYP 8' -0" LONG (TYP.) FLUORESCENT LIGHT FIXTURE W/ TUBE GUARD CENTERED ON AISLE, TYP 3/8" = 1'-0" SCALEAISLE SECTION - AT FLOOR 1 3/8" = 1'-0" SCALEAISLE SECTION - AT ROOF 2 3/8" = 1'-0" SCALEAISLE SECTION - AT ROOF 3 1/8" = 1'-0" SCALEGENERAL AISLE LAYOUT PLAN 4 1/8" = 1'-0" SCALECROSSING AISLE LAYOUT PLAN 5 1/8" = 1'-0" SCALE'T' FABRIC DUCT CROSSING AISLE 6 1 1/2" = 1'-0" SCALEFABRIC DUCT MOUNTING AT BEAM 7 3/8" = 1'-0" SCALEFABRIC DUCT AT BEAM OBSTRUCTION 9 1/2" = 1'-0" SCALEFABRIC DUCT INLET ATTACHMENT 10N. T. S. SCALEFABRIC DUCT MOUNTING DETAILS 11 GENERAL NOTES FIN. FLR. AISLE FIN. FLR. METAL ROOFING FASTENER DETAIL AISLE WHERE PURLINS RUN PARALLEL TO AISLE METAL ROOFING WHERE PURLINS RUN PARALLEL TO AISLE FIN. FLR. FASTENER DETAIL AISLE T. OF PURLIN VARIES FL O O R T O F L O O R - T Y P I C A L L Y 10 ' - 8 " FI E L D V E R I F Y SE E L I G H T I N G N O T E S 9' - 0 " SE E L I G H T I N G N O T E S 9' - 0 " CONCRETE SLAB ON METAL DECK FIRE SPRINKLER LINE 8' -0" LONG (TYP.) FLUORESCENT LIGHT FIXTURE W/ TUBE GUARD MOUNT DIRECTLY TO THE UNDERSIDE OF FLOOR SLAB ABOVE STORAGE ROOM GAS LINE SEE PLUMBING DRAWINGS FABRIC DUCT TO BE MOUNTED AS HIGH AS POSSIBLE FROM THE FIN. FLOOR AND AS CLOSE TO ADJ. PARTITION WERE INFILED STORAGE ROOM ROOF PURLIN SEE PLANS COLD FORMED / STEEL BEAM SEE PLANS FIRE SPRINKLER LINE 8' -0" LONG (TYP.) FLUORESCENT LIGHT FIXTURE STORAGE ROOM STORAGE ROOM FABRIC DUCT TO BE MOUNTED AS HIGH AS POSSIBLE FROM THE FIN. FLOOR UNISTRUT ATTACHED TO Z-PURLINS GAS LINE SEE PLUMBING DRAWINGS COLD FORMED / STEEL BEAM SEE PLANS ROOF PURLIN SEE PLANS GAS LINE SEE PLUMBING DRAWINGS FABRIC DUCT TO BE MOUNTED AS HIGH AS POSSIBLE FROM THE FIN. FLOOR 1/2" MTL. CONDUIT ATTACHED TO Z-PURLINS STORAGE ROOM STORAGE ROOM 8' -0" LONG (TYP.) FLUORESCENT LIGHT FIXTURE FIRE SPRINKLER LINE BEAM OBSTRUCTION FABRIC DUCT DUCTBELT AND BUCKLE INLET ZIPPER DRAIN PAN / STAND ANCHOR PATCH, 4-6 PER INLET INCLUDED, SEWN TO FABRIC SECURE WITH SELF-TAP SCREW EDGE - GUARD FOR METAL EDGE (INCLUDED) INLET OVERLAP, FOLDED BACK 13"x13" RETURN AIR FILTER BOX 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 3 A M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 6 A M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 2 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 2 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 3 9 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 0 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 1 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 3 P M KZ BG/DZ TYPICAL AISLE LAYOUT A8.1 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 EXTERIOR INTERIOR EXTERIOR INTERIOR T.O. SLAB PER PLANS T.O. SLAB PER PLANS 0' - 9 1/4" T.O. SLAB PER PLANS EXTERIOR INTERIOR NOTE: EXTERIOR 0' - 5 1/2" INTERIOR GEOTEXTILE FACING SOIL T.O. SLAB PER PLANS 0' - 9 1/4" T.O. SLAB PER PLANS ROLL UP DOOR EXTERIOR INTERIOR EXTERIOR INTERIOR BASE ANGLE WITH ANCHOR EXTRUDED TRIM T.O. SLAB PER PLANS 0' - 9 1/4" 1/8" SLOPE PER FT FINISH FLOOR SEE ELEVATION SOIL SEE CIVIL DWGS 4" M A X 0' - 0 1 / 4 " 4" M A X 0' - 1 1 / 2 " 0' - 4 " M A X . 3/ 4 " 4" M A X 4" M A X 0' - 0 3 / 4 " 0' - 0 3 / 4 " CONCRETE TILT. PANEL PER PLANS STEEL EMBEB PLATES PER STRUCTURAL PLANS CONCRETE SLAB SEE STRUCTURAL VAPOR RETARDER SEE SPECS. CONCRETE SLAB-ON-GROUND PER STRUCTUAL PLANS FINISHED GRADE VAPOR RETARDER SEE SPECS. COARSE GRAVEL SEE CIVILCONCRETE SLAB - ON - GROUND PER STRUCTURAL PLANS FINISHED GRADE CONCRETE TILT PANEL PER PLANS INTERIOR METAL WALL PANEL PER PLANS CONCRETE TILT PANEL PER PLANS STEEL PLATE EMBED SEE STRUCTURAL CONCRETE SLAB -ON - GRADE SEE STRUCTURAL VAPOR RETARDER SEE SPECS. COARSE GRAVEL SEE CIVIL FIN. GRADE SEE CIVIL DWGS. CONCRETE SLAB -ON - GRADE SEE STRUCTURAL STRUCTURAL FOOTING 1/2" COMPRESSIBLE JOINT FILLER INTERIOR METAL WALL PANEL PER PLANS INTERIOR FURRING PER PLANS VAPOR RETARDER SEE SPECS. COARSE GRAVEL SEE CIVIL CONCRETE SLAB - ON - GROUND PER STRUCTURAL PLANS FINISHED GRADE STEEL EMBED PLATES PER STRUCTURAL PLANS CONCRETE TILT PANEL PER PLANS FIN. GRADE SEE CIVIL DWGS. DISTURBED SOIL SEE CIVIL DWGS. FOOTING BARRIER REFER TO MANUFACTURER'S SPECIFICATIONS AND PRODUCT RECOMMENDATION PRE- CAST CONCRETE PANEL PER PLANS SELF- ADHRING WATERPROOFING MEMBRANE GEOTEXTILF PER MANUFACTURER RECOMMENDATION COARSE GRAVEL SEE CIVIL UNDISTURBED SOIL SEE CIVIL DWGS. STRUCTURAL FOOTING INTERIOR METAL WALL PANEL PER PLANS EXTERIOR FRAMED WALL PER PLANS CONT. BOTTOM TRACK PER PLANS CONCRETE SLAB - ON - GROUND PER STRUCTURAL PLANS FINISHED GRADE MBCI PANEL PER PLANS CONCRETE TILT. PANEL PER PLANS STEEL EMBEB PLATES PER STRUCTURAL PLANS CONCRETE SLAB SEE STRUCTURAL VAPOR RETARDER SEE SPECS. CONCRETE SLAB-ON-GROUND PER STRUCTUAL PLANS FINISHED GRADE CONCRETE TILT PANEL PER PLANS CONCRETE SLAB SEE STRUCTURAL VAPOR RETARDER SEE SPECS. COARSE GRAVEL SEE CIVILCONCRETE SLAB - ON - GROUND PER STRUCTURAL PLANS FINISHED GRADE SLOPE FLOOR AT SLIDER / SWING DOOR 1/4" OVER THICKNESS OF CONC TILT-UP WALL 1 1/2" = 1'-0" SCALEFLR SLAB AT TILT WALL CONC PNL 1 1 1/2" = 1'-0" SCALEFLOOR SLAB DTL AT ROLL UP DOOR 2 1 1/2" = 1'-0" SCALELOADING DOCK AND FOOTING DETAIL 31 1/2" = 1'-0" SCALEFLR SLAB DTL AT CF STL WALL AT EXT ACCESS STOR 6 1 1/2" = 1'-0" SCALEFOOTING DETAIL 5 1 1/2" = 1'-0" SCALEFLR SLAB DTL AT TILT WALL CONC PNL W /INT. FURR 41 1/2" = 1'-0" SCALEFLOOR SLAB DTL AT TILT UP CONCRETE PANEL 7 1 1/2" = 1'-0" SCALEFLOOR SLAB DTL AT DOOR OPENING 8 1" = 1'-0" SCALENOT USED 9 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 KZ BG/DZ ARCHITECTURAL BUILDING DETAILS A8.2 2 0' - 1 " 0' - 0 1 / 2 " IN T E R I O R EX T E R I O R 0' - 1 1 1 / 3 2 " MI N . 0' - 1 1 / 2 " MI N . 0' - 1 1 1 / 3 2 " 0' - 1 3 / 8 " MI N EXTERIOR INTERIOR INTERIOR EXTERIOR FRAMED WALL PER PLANS CONT. BOTTOM TRACK T.O. SLAB PER PLANS BASE TRIM INTERIOR SLAB EDGE EXTERIOR 0' - 0 1/2" CONT. SEALANT EXTERIOR 0' - 0 1/2" INTERIOR INTERIOR WAREHOUSE JAMB TRIM EXTERIOR 0' - 0 1/2" CONCRETE TILT PANELS PER PLANS INTERIOR EXTERIOR CONTINUOUS BACKER ROD AND SEALANT CONCRETE TILT PANELS PER PLANS CONTINUOUS BACKER ROD AND SEALANT NOTE - JOINT BETWEEN TILT PANEL AND C.I.P. CONCRETE FOUNDATION WALL SIMILAR CONTINUOUS BACKER ROD AND SEALANT CONTINUOUS BACKER ROD AND SEALANT CONCRETE TILT PANELS PER PLANS NOTE - JOINT BETWEEN TILT PANEL AND C.I.P. CONCRETE FOUNDATION WALL SIMILAR CONTINUOUS BACKER RODS AND SEALANT STEEL PLATE SEE STRUCTURAL NOTE - JOINT BETWEEN TILT PANEL AND C.I.P. CONCRETE FOUNDATION WALL SIMILAR CONCRETE TILT PANEL PER PLANS INTERIOR METAL WALL PANEL PER PLANS EXTERIOR METAL FRAMED WALL PER PLANS EDGE TRIM ASSEMBLY AND CONNECTION BY PANEL MANUFACTURER EXTERIOR METAL WALL PER PLANS CONTINUOUS SEALANT BEAD MBCI PANEL PER PLANS SEALANT AND BACKER ROD CONTINUOUS BACKER ROD AND SEALANT CONCRETE TILT PANELS PER PLANS EXTERIOR METAL WALL PANEL PER PLANS CONT. INSULATION PER PLANS INTERIOR FURRING PER PLANS INTERIOR METAL WALL PANEL PER PLANS CONCRETE SLAB-ON-DECK PER STRUCTURAL PLANS INTERIOR METAL WALL PANEL PER PLANS FINISH, SEE PLAN MULLION CLOSURE TRIM PRECAST CONCRETE PANEL DBL. SEALANT AND BACKER ROD 3" = 1'-0" SCALECONCRETE TILT PANEL JOINT DETAIL 1 3" = 1'-0" SCALECONC TILT PANEL JOINT DTL ATT CORNER 2 3" = 1'-0" SCALECONCRETE TILT PANEL JOINT DETAIL 33" = 1'-0" SCALETILT PANEL JOINT DTL PERP. TO METAL PANEL 6 1 1/2" = 1'-0" SCALEELEV FLR SLAB DTL AT MTL PANEL 5 3" = 1'-0" SCALEEXT WALL PANEL AT CONC. TILT PANEL CORNER 43" = 1'-0" SCALEFLR SLAB AT MTL PANEL W/ CONT INSUL 8 3" = 1'-0" SCALEWINDOW JAMB AT TILT UP PANEL 7 1 1/2" = 1'-0" SCALEJAMB DTL AT HM DR IN PRECAST WALL 9 1 1/2" = 1'-0" SCALEHEAD DTL AT HM DR IN PRECAST WALL 10 1' - 0 " T.O. SLAB PER PLANS BASE TRIM INTERIOR EXTERIOR MBCI PANEL PER PLANS SUPPORT ANGLE TO MATCH BASE TRIM INTERIOR METAL WALL PANEL PER PLANS EXTERIOR METAL FRAMED WALL PER PLANS CONT. BOTTOM TRACK PER PLANS CONCRETE SLAB-ON-DECK PER STRUCTURAL PLANS INTERIOR METAL WALL PANEL PER PLANS INTERIOR FURRING PER PLANS MO 0' - 0 3 / 4 " 0' - 2" TILT UP CONCRETE PANEL SEALANT WITH BACK ROD SEALANT WITH BACK ROD 3/ 4 " M O 0' - 2" SEALANT AND BACK ROD HOLLOW METAL FRAME TILT UP CONCRETE PANEL SEALANT WITH BACK ROD RAIN DRIP IF SCHED 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M KZ BG/DZ ARCHITECTURAL BUILDING DETAILS A8.3 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 0' - 9 15/32" INTERIOR JOINT TRIM 0' - 6" 0' - 0 15/32" CLIP FASTENERS VERTICAL JOINT GASKET FRAMING MEMBER 0' - 3" 6" STUDS BUILDING FINISH FACE OF METAL PANEL SYSTEM COPING CAP 6" MINIMUM CLIP FASTENERS CLIP FASTENERS URETHANE SEALANT CONT. VERTICAL JOINT GASKET 7.2 INSUL-RIB™ WALL PANEL INSIDE CORNER TRIM (F3210) ZEE SPACING TRIM OUTSIDE CORNER TRIM SHEETING ANGLE AS REQUIRED 1/8" x3/8" POP RIVET WALL GIRT FRAMING MEMBER INTERIOR JOINT TRIM COLD FORM FRAMING FASTENER (NOT BY MBCI)DBL. 6" STUD DEL. 6" STUD 2" 'Z' FURRING MBCI PANEL PER ELEVATIONS CORNER TRIM DBL. SEALANT AND BACKER ROD CORNER TRIM MBCI PANEL PER ELEVATIONS FINISH PER PLANS 6" M I N I M U M VA R I E S 0' - 2 1 / 3 2 " 1" x 1/8" TAPE SEALER (7300) TOP & BOTTOM OF ZEE SPACER TRIM THRU-PANEL FASTENER W/ WASHER @ EACH SUPPORT FIELD INSTALLED FOAM OR BLANKET INSULATION (NOT BY MBCI) 1/8 x 3/16 POP RIVET (FASTER #14) @ 12" O.C. BETWEEN WALL MEMBERS @ EACH WALL MEMBER NON - SKINING BUTYL SEALANT (7100) 3/8" BEAD 1" x 1/8" TAPE SEALER (7300) CONTINUOUS 7.2 INSUL-RIB™ WALL PANEL THRU-PANEL FASTENER W/ WASHER @ EACH SUPPORT 1/4-14 x7/8 LAPTEK W/ WASHER (FASTENER #4A) @ 8" O.C. BETWEEN SUPPORTS URETHANE JOINT SEALANT 3/8" DIAMETER BEAD CONTINUOUS TOOLED TO FORM A FILLET 1/8 x 3/8 POP RIVET @12" O.C. WALL PANEL CLIP (4633) HORIZONTAL INSULATED CF METAL WALL PANEL W/END FOLD HORIZONTAL INSULATED CF METAL WALL PANEL W/END FOLD URETHANE SEALANT INSTALLED BEHIND PANEL DURING INSTALLATION RIVET POP 3/8 x 1/8 @ 12" O.C. 1/8 x 3/8 POP RIVET @12" O.C. URETHANE JOINT SEALANT 3/8" DIAMETER BEAD CONTINUOUS TOOLED TO FORM A FILLET WALL PANEL CLIP (4633) HORIZONTAL INSULATED CF METAL WALL PANEL W/END FOLD URETHANE SEALANT INSTALLED BEHIND PANEL DURING INSTALLATION THROUGH PANEL FASTENER @7.2" O.C. INTO LOW RIBS 1/8 x 3/8 POP RIVET @12" O.C. BUTYL SEALANT TAPE (7300) 7.2 FOAM OUTSIDE CLOSURE (7609) 7.2 INSUL-RIB™ WALL PANEL NON-SKINNING BUTYL SEALANT (7100) 3/8" BEAD EXISTING PARAPET WALL (NOT BY MBCI) CLIP FASTENER MIN. (2) REGUIRED WALL PANEL CLIP (4633) @PANEL SIDE JOINT 1/4 -14 x7/8 LAPTEK W/ WASHER @ 8" O.C. (FASTENER #4A) END DAM URETHANE SEALANT 3" = 1'-0" SCALETYPICAL OUTSIDE CORNER AT METAL PANEL 3 3" = 1'-0" SCALEFACADE OFFSET 2 3" = 1'-0" SCALETYP. SYSTEM DIMENSIONS 13" = 1'-0" SCALEHORIZONTAL JOINT 4 1 1/2" = 1'-0" SCALEDEFLECTION JOINT 5 3" = 1'-0" SCALEVERTICAL JOINT 6 1 1/2" = 1'-0" SCALETRANSITION AT METAL PANEL SECTION 71 1/2" = 1'-0" SCALETRANSITION AT METAL PANEL PLAN 11 1 1/2" = 1'-0" SCALETYPICAL OUTSIDE CORNER AT METAL PANEL 10 3" = 1'-0" SCALETYPICAL OUTSIDE CORNER AT METAL PANEL 9 1 1/2" = 1'-0" SCALETRANSITION AT METAL PANEL SECTION 8 1 1/2" = 1'-0" SCALEINSIDE CORNER AT STOR. AND WAREHOSE 12 WALL GIRT INSIDE CORNER TRIM INSULATION FLAT INSIDE CORNER TRIM WALL GIRT CORNER FRAMING @ SEALANT AT INSIDE CORNER TRIM IN T E R I O R O F B U I L D I N G EX T E R I O R O F B U I L D I N G BUTYL SEALANT (CONTINUOUS EACH LEG) METAL ROOF PER PLANS BUTYL SEALANT (CONTINUOUS EACH LEG) OUTSIDE CORNER TRIM 1/8 x 3/8 POP RIVET (FASTENER #12a) @ EACH WALL MEMBER 6" STUDS, TYP FINISH PER PLANS INSIDE CORNER TRIM 3/8" SEALANT BEAD PANEL WIDTH +/- 0' - 10" POP RIVET AT 8" O.C. CONCRETE TILT PANEL PANEL THICKNESS PA N E L T H I C K N E S S PA N E L L E N G T H INSULATED METAL WALL PANEL 3 5/8" STUD BLOCKING, TYP 6" MINIMUM FRAMING MEMBER 6" M I N I M U M MBCI PANEL PER PLANS, WITH PANEL FOLD TO CREATE CORNER FACTORY INSTALLED 16 GA.ANGLE FINISH PER PLANS 6" STUDS, TYP DBL. 6" STUDS POP RIVET AT 8" O.C. 6" STUDS, TYP BUTYL SEALANT TAPE INSIDE CORNER TRIM POP RIVET AT 8" O.C. PANEL WIDTH INSULATED METAL WALL PANEL THICKNSS MODULE MO D U L E PA N E L T H I C K N S S PA N E L W I D T H +/ - 1 ' - 0 " THRU-PANEL FASTENER W/ WASHER @ TOP MIDDLE, & BOT. (NOT TO EXCEED 5'-0" O.C.) 1/4-14 x 7/8 LAPTEK W/ WASHER @ 8" O.C. BETWEEN THRU FASTENERS INSUL METAL WALL PANELNON-SKINNING BUTYL 3/8" SEALANT BEAD INSIDE CORNER TRIM NON-SKINNING BUTYL 3/8" SEALANT BEAD CLIP FASTENER MIN. (2) REGUIRED WALL PANEL CLIP @ PANEL SIDE JOINT 14 GA. GALV. SUPPORT ANGLE DEFLECTION JOINT, TYP. URETHANE TUBE SEALANT HEMMED FLASHING, TYP. SEALANT AND BACKER ROD DEEP LEG DEFLECTION TRACK 3" MBCI INSULATED METAL PANEL SYSTEM 6" STUDS, TYP 3 5/8" STUDS BLOCKING, TYP FINISH PER PLANS INSIDE CORNER TRIM BUTYL SEALANT TAPE POP RIVET AT 8" O.C. PANEL WIDTH +/- 1' - 0" PANEL THICKNESS PANEL THICKNESS PA N E L L E N G T H NON-SKINNING BUTYL 3/8" SEALANT BEAD THRU-PANEL FASTENER W/ WASHER @ TOP, MIDDLE, & BOL. (NOT TO EXCEED 5' -0" O.C.) 1/4 - 14 x 7/8 LAPTEK W/ WASHER @8" O.C. BETWEEN THRU FASTENERS INSULATED METAL WALL PANEL INSULATED METAL WALL PANEL 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 3 A M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 6 A M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M KZ BG/DZ ARCHITECTURAL BUILDING DETAILS A8.4 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 0' - 1 21/32" LOUVER LOUVER SILL FINISH PER PLANS 6" STUD JAMB TRIM FLAT TRIM MBCI PANEL PER PLANS BASE TRIM CONCRETE SLAB FINISH PER PLANS SHIM RO FIELD CUT AS REQ'D LOUVER MBCI PANEL PER PLANS HEAD TRACK FLAT TRIM POP RIVETS FIELD CUT AS REQ'D FINISH PER PLANS 6" STUD SHIM LOUVER JAMB TRIM RO MBCI PANEL PER PLANS 0' - 2" FLAT TRIM SILL 0' - 0 3 / 4 " 0' - 0 3 / 4 " 1' - 0 " HEAD CLOSURE TRIM TO MATCH INTERIOR PANEL SYSTEM SEALANT AND BACKER ROD MBCI PANEL PER PLANS BARRIER FLASHING TAPE DOUBLE SEALANT AND BACKER ROD SEALANT AND BACKER ROD JAMB CLOSURE TRIM TO MATCH INTERIOR PANEL SYSTEM INTERIOR FINISH PANEL SYSTEM BARRIER FLASHING TAPE DOUBLE SEALANT AND BACKER ROD ALUM SILL EXTENSION WITH GYP BD RECEIVER ALUM SILL PAN FINISHED TO MATCH GLAZED ALUM WALL SYSTEM SILL PAN END DAM BEYOND MULLION CLOSURE TRIM ALUM SILL PAN FINISHED TO MATCH GLAZED ALUM WALL SYSTEM BARRIER FLASHING TAPE DOUBLE SEALANT AND BACKER ROD SUPPORT ANGLE TO MATCH BASE TRIM MBCI PANELY PER PLANS 6" STL HEADER FILLED WITH MINERAL WOOL INSULATION 2 1/2" x 2 1/2" x 12 GA GALVANIZED ANGLE SEALANT OVER BOND BREAKER TAPE MULLION CLOSURE TRIM MBCI PANELY PER PLANS 2" X 20 GA CONTINUOUS METAL STRAP 2 1/2" x 2 1/2" x 12 GA GALVANIZED ANGLE SEALANT OVER BOND BREAKER TAPE MULLION CLOSURE TRIM END DAM OF LOUVER SILL BEYOND JAMB 2 1/2" x 2 1/2" x 12 GA GALVANIZED ANGLE MBCI PANELY PER PLANS NOTE: DO NOT FASTEN THROUGH SILL PAN. SEALANT WITH BOND BREAKER TAPE USE CLEAN AND CONCEAL FASTENER UNDER FLASHING CONTINUOUS BUTYL SEALANT FRAMED OPENING TYPICAL MBCI PANEL PER PLANS EXPOSED SEALANT TYPICAL DOOR/WINDOW FRAME TYPICAL TYPICAL CONTINUOUS BUTYL SEALANT 1/4" - 14 HEX HEAD FASTENERS WITH WASHER FRAMED OPENING TYPICAL DOOR/WINDOW FRAME TYPICAL FACTORY INSTALLED EPS FOAM END DAM FOR PAPER CORE ONLY EXPOSED SEALANT TYPICAL CONTINUOUS BUTYL SEALANT W/ MARRIAGE BEAD TO VERTICAL PANEL GASKET DOUBLE SEALANT AND BACKER ROD BARRIER FLASHING TAPE 3" = 1'-0" SCALEWINDOW HEAD AT METAL PANEL 1 3" = 1'-0" SCALEWINDOW JAMB AT METAL PANEL 2 3" = 1'-0" SCALEWINDOW SILL AT METAL PANEL 33" = 1'-0" SCALELOUVER JAMB DETAIL 6 3" = 1'-0" SCALELOUVER HEAD DETAIL 5 3" = 1'-0" SCALEWINDOW SILL AT SLAB W/ MTL ON TIL PANEL 43" = 1'-0" SCALELOUVER SILL DETAIL 7 3" = 1'-0" SCALEDOOR HEAD WITH DRIP 8 3" = 1'-0" SCALEDOOR JAMB (2 PIECE FLASHING)8 KZ DZ ARCHITECTURAL BUILDING DETAILS A8.5 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 INTERIOR WALL PER PLANS FINISH FLOOR SEE ELEVATION INTERIOR WALL PER PLANS MULTI-PLY STRIPPING CONT CLEAT SEALANT INTERIOR ELEVATOR PIT SEE ELEVATION MBCI PANEL PER PLANS SUPPORT ANGLE AS REQUIRED DOUBLE SEALANT AND BACKER ROD STEEL TUBE AND CHANNEL PER STRUCTURAL GL 3' - 10 13/16" SUPPORT ANGLE AS REQUIRED DOUBLE SEALANT AND BACKER ROD STEEL TUBE AND CHANNEL PER STRUCTURAL GRAVEL STOP FLASHING MBCI PANEL PER PLANS DOUBLE SEALANT AND BACKER ROD WIDTH PER WALL SECTION METAL VENTED SOFFIT HEMMED FLASHING. TYP. SEALANT AND BACKER ROD PANEL END FOLD DOUBLE SEALANT AND BACKER ROD WIDTH PER WALL SECTION MBCI PANEL PER PLANS SEE WALL SECTION WALL TYPE PER PLANS HEMMED FLASHING. TYP. SEALANT AND BACKER ROD PANEL END FOLD METAL VENTED SOFFIT GRAVEL STOP FLASHING TUBE STEEL CANOPY SEE ELEVATION TO STEEL NOT U S E D 2' - 0 " 0' - 6 " 0' - 6 1 / 2 " 0' - 6 1 / 2 " STEEL TUBE FRAMED LOUVER SYSTEM STEEL TUBE FRAMED LOUVER SYSTEM CLOSURE TRIM / FLASHING TO MATCH PANEL SYSTEM 18 GA MTL ROOFING/COPING TO MATCH FACE OF CANOPY W/ SEALED JOINTS USING S LOCK CLIPS CONTINUOUS STRIP OF SELF HEALING UNDERLAYMENT AT JOINTS SMOOTH METAL PANEL OVER AIR & WATER BARRIER AND EXTERIOR SHEATHING PROVIDE IN WALL STRUCTURAL SUPPORT AT EA. BRACKET SHEET METAL GRAVEL STOP -NOTCHED TO PERMIT DRAINAGE SHEET METAL GRAVEL STOP SCUPPER 18 GA MTL ROOFING/COPING TO MATCH FACE OF CANOPY W/ SEALED JOINTS USING S LOCK CLIPS CONTINUOUS STRIP OF SELF HEALING UNDERLAYMENT AT JOINTS SMOOTH METAL PANEL OVER AIR & WATER BARRIER AND EXTERIOR SHEATHING CONTRACTOR TO PROVIDE FRAMING DESIGN AND CALCULATION FOR OWNER REVIEW TREATED WOOD NAILER ROOFING SYSTEM NOTES: FIRE RATED FLOORS AND WALL; FILL CAVITY WITH MINERAL WOOL AND SEAL WITH FIRE- RESISTANCE RATED PER PLANS STEEL ANGLE COORDINATE WITH ELEVATOR MANUF. SIZE AND LOCATION SILL ASSEMBLY BY ELEVATOR MANUFACTURER STEEL ANGLE COORDINATE WITH ELEVATOR MANUF. SIZE AND LOCATION GROUTED SOLID BOND BEAM. WITH CONT. REINF. AS PER PLANS, SEE STRUCTURAL FOR ADDITIONAL INFORMATION. CONCRETE OVER STEEL DECK WITH CONT. ANGLE SEE STRUCTURAL. ESSENTAL OVERHANG FLASHING TYPICAL INSULATED METAL PANEL PER PLANS INTERIOR FINISH PER PLANS INSULATED METAL PANEL PER PLANS ESSENTAL OVERHANG FLASHING TYPICAL COVER NAILER WITH CONT STRIP OF SELF HEALING UNDERLAYMENT NOT U S E D NOT U S E D 1 1/2" = 1'-0" SCALECANOPY / EYEBROW DETAIL AT WINDOW HEAD 1 1 1/2" = 1'-0" SCALECANOPY / EYEBROW DETAIL 2 1 1/2" = 1'-0" SCALEMETAL CANOPY 3 1 1/2" = 1'-0" SCALECORNICE DETAIL 4 3/4" = 1'-0" SCALECANOPY DETAIL 5 1 1/2" = 1'-0" SCALEELEVATOR DOOR SILL 6 3" = 1'-0" SCALEWINDOW FLASHING 7 3" = 1'-0" SCALEPIECE JAMB FLASHING 8 DIM PER WALL SECTION METAL BOX GUTTER PROVIDE IN WALL STRUCTURAL SUPPORT AT EA. BRACKET CUT PANEL AND FOLD ENDS IN TO ALLOW FOR PENETRATION THEN SEAL WITH SEALANT AND BACKER ROD MBCI WALL PANEL PER PLANS WALL - TO - ROOF FLASHING LAP BEHIND MBCI WALL PANEL SYSTEM PER PLANS BUTLER MODULEZE II FASCIA PANEL WITH INTERGAL COPING ("U-HAUL GREEN") GYPSUM BOARD CLOSURE AND DRIP EDGE TO MATCH FASCIA 16GA METAL STUDS AT 16" O.C. TYPICAL 1' x 8' LIGHT FIXTURE, SECURE LIGHT TO GRID AT ALL FOUR CORNERS VINYL BACKED GYPSUM BOARD PANELS. PROVIDE HOLD-DOWN CLIPS BARRIER FLASHING TAPE BARRIER FLASHING TAPE X .050 MIN ALUMINUM SHEET METAL WINDOW FLASHING SYNTHETIC SHEET AIR/WATER BARRIER WINDOW NOT SHOWN FOR CLARITY FILLET BEAD OF SEALANT AT INSIDE CORNERS OF FLASHING 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 3 A M 11 / 2 9 / 2 0 2 1 1 : 0 7 : 3 6 A M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 5 P M 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M KZ/BG DZ ARCHITECTURAL BUILDING DETAILS A8.6 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 0' - 3 " 0' - 3 " MI N 12 " . EXTERIOR INTERIOR _ T.O. WALL PER PLANS T.O. DOOR OPENING COILING DOOR 0' - 1 1/2" INSULATION SEE ROOF PLAN MBCI PANEL PER PLANS T.O. WALL HIGH SIDE SEE ELEVATION METAL ROOF PER PLANS VARIES SHIM (CONT) T.O. PARAPET PER PLANS PBR PANEL T.O. ROOF (H.P.) PER PLANS __EXTERIOR METAL ROOF PER PLANS FIRE SEALANT / FIRE SMOKE 0' - 8 1/2" T.O. WALL HIGH SIDE SEE ELEVATION INTERIOR T.O. WALL PER PLANS INSULATION SEE ROOF PLAN TAPE PANLASTIC EXTERIOR _ INTERIOR EXTERIOR _ T.O. PARAPET SEE ELEVATION COUNTER FLASHING FLASHING SUPPORT CLIP T.O. WALL PER PLANS 0' - 1 1/2" T.O. DOOR OPENING T.O. WALL PER PLANS CONT. CLEAT INTERIOR -SHIM & TRACK (CONT) CONT. CLEAT INTERIOR EXTERIOR WATER DIVERTER OUTSIDE CAP CELL MR-24 URETHANE SEALANT BACK - UP PLATE MTL. ROOF PANEL ROOF CURB CINCH STRAP, FORMED CINCH STRAP, FLAT OUTSIDE CAP CELL 184 A8.9 ROOF CURB INSIDE CAP CELL URETHANE SEALANT SLOPE PREFINISHED SCULPTURED PARAPET CAP BUTYL TAPE AND RIB FILLER AS REGUIRED CONT. CLEAT EXTERIOR FRAMED WALL PER PLANS PARAPET RAKE FLASHING METAL ROOF PER PLANS 1 1/4" EAVE STARTER BY METAL ROOF MANUFACTURER METAL ROOF PER PLANS ROOF PURLINS PER PLANS CONTINUOUS COLD-FORMED STEEL TOP TRACK PER STRUCTURAL PLANS INTERIOR METAL WALL PANEL PER PLANS EXTERIOR FRAMED WALL PER PLANS CORRUGATION CLOSURE BY METAL ROOF MANUFACTURER 6" HIGH PRE-FINISHED METAL EAVE CLOSURE TRIM EXTERIOR METAL WALL PANEL PER PLANS PRE-FINISHED PARAPET CAP RIGID INSULATION PER PLANS FILL CAVITY WITH MINERAL WOOL BATT; SEAL WITH FIRE-RETARDENT CAULK EXTERIOR METAL WALL PANEL PER PLANS ROOF PURLINS, STL. PLATES & ANGLE SEE STRUCTURAL CONT INSULATION PER PLANS (TYP.) CONTINUOUS COLD-FORMED STEEL TOP TRACK PER STRUCTURAL PLANS RETAINER W/RIVET & SEAL CONT. TRIM AT HIGH SIDE OF ROOF METAL ROOF PER PLANS TRIPLE BEAD TAPE SEALER 12 X 1" ZEC SELF- DRILLING FASTENER DIRECTION OF PANEL INSTALLATION WATER DIVERTER MR-24 BUTLER ROOF PANEL TRIPLE BEAD TAPE SEALER FIRE SEALANT / FIRE SMOKE STEEL BEAM, ROOF PURLINS, STL. PLATES & ANGLE SEE STRUCTURALINTERIOR METAL WALL PER PLANS ROOF PURLINS & CONT. STL. ANGLES SEE STRUCTURAL FIRESTOP WITH U914 OR W.H.I. APPROVED JOINT FIRESTOP SYSTEM MATCHING WALL RATING CONTINUOUS 4 1/4 x 3 3/4 x 16 GA COLD-FORMED BENT PLATE (LLV) EACH SIDE SEE STRUCTURAL FIRESTOP WITH U914 OR W.H.I. APPROVED JOINT FIRESTOP SYSTEM MATCHING WALL RATING ROOF PURLINS & CONT. STL. ANGLES SEE STRUCTURAL CMU W/ HORIZONTAL REINF. @ 16" O.C. VERTICALLY; REFER TO STRUCT. FOR VERT. REINF METAL ROOF PER PLANS CONTINUOUS LEDGER ANGLE PER PLANS CONTINUOUS COLD-FORMED STEEL TOP TRACK PER STRUCTURAL PLANS INTERIOR METAL WALL PANEL PER PLANS EXTERIOR FRAMED WALL PER PLANS MBCI PANEL PER PLAN BUTYL TAPE AND RIB FILLER AS REQUIRED PREFINISHED SCULPTURED HIGH RAKE TRIM TRIM CLIP BY METAL ROOF MANUFACTURER 1 1/4" EAVE STARTER BY METAL ROOF MANUFACTURER METAL ROOF PER PLANS CONTINUOUS COLD-FORMED STEEL TOP TRACK PER STRUCTURAL PLANS METAL STUDS PER STRUCTURAL PLANS PEFINISHED METAL HEADER TRIM - COLOR TO MATCH HEADER PANEL EXTERIOR HEADER PANEL PER PLANS PREFINISHED SCULPTURED HIGH EAVE TRIM CORRUGATION CLOSURE BY METAL ROOF MANUFACTURER 1 1/4" EAVE STARTER BY METAL ROOF MANUFACTURER METAL ROOF PER PLANS CONTINUOUS COLD-FORMED STEEL TOP TRACK PER STRUCTURAL PLANS METAL STUDS PER STRUCTURAL PLANS PREFINISHED METAL HEADER TRIM - COLOR TO MATCH HEADER PANEL EXTERIOR HEADER PANEL PER PLANS PREFINISHED SCULPTURED HIGH EAVE TRIM CORRUGATION CLOSURE BY METAL ROOF MANUFACTURER 3" = 1'-0" SCALEPARAPET DTL ROOF PERP. TO WALL 1 3" = 1'-0" SCALELOW EAVE DTL AT CF STEEL FRAMED WALL 2 3" = 1'-0" SCALEPARAPET DTL AT ROOF FRAMING HIGH WALL 3 1/4" = 1'-0" SCALEROOF HATCH PLAN 4 3" = 1'-0" SCALEMETAL STUD FIRE BARRIER DETAIL AT ROOF 5 3" = 1'-0" SCALECMU FIRE BARRIER DETAIL AT ROOF 6 3" = 1'-0" SCALERAKE DTL AT CF STEEL FRAMED WALL 7 1/2" = 1'-0" SCALEROOF HATCH 8 3" = 1'-0" SCALEEAVE DETAIL AT CF STEEL HEADER PANEL 9 1/2" = 1'-0" SCALEROOF ACCESS LADDER 10 3" = 1'-0" SCALEEAVE DETAIL AT CF STEEL PANEL 11 1' - 9 " 0' - 7" 3' - 0" 0' - 7" 8" C.M.U SECTION PLAN ROOF SCUTTLE -2'-6" x3' -0" TYPE "S" WITH "LADDER-UP" SAFTY POST EACH SIDE MODEL 2 BY BILCO COMPANY. SECURE TO ROOF STRUCTURAL STEEL WITH THRU BOLTS ACCORDING TO MANUFACTURER'S DIRECTIONS. HINGE PINS ARE TO BE WELDED NON-REMOVABLE. CURB SUPPORT FRAME -SEE STRUCTURAL 2- 1/2" x 3/8" FLAT STEEL BAR BRACKETS AT 4'-0" CENTERS. WELD TO SIDE RAILS. WELD TOP TO STEEL ANGLE FRAME. PROVIDE 2- 1/2" x 2-1/2" x3/16" WELDED CLIP ANGLES SECURED TO CONCRETE FLOOR WITH 1/2" x 2- 3/4" WEDGE "RED HEAD" ANCHOR BOLTS 1- 1/2" C.R. STEEL REINFORCING CHANNELS WITH WELDED 3/8" THRU BOLTS TO RECEIVE BRACKETS. CUT STUD FLANGES TO RECEIVE REINFORCING CHANNEL 2- 1/2" x 3/8" FLAT STEEL BAR SIDE RAILS, AND 1" DIA. STEEL RINGS PUNCHED INTO RAILS 12" CENTERS AND WELDED 1' - 6 " EQ U A L EQ U A L 1' - 4 " 1' - 0 " WELD TO RAILS WALL ASSEMBLY PER PLANS CLEAR 1' - 6"0' - 7" 2 1/2" x 3/8" BAR RAIL - EACH SIDE 1" Ø BAR STOCK RINGS. PLUG 11 / 2 9 / 2 0 2 1 7 : 0 4 : 4 7 P M KZ/BG DZ ARCHITECTURAL BUILDING DETAILS A8.7 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 1/4" = 1'-0" SCALEFLOOR PLAN AND NOTES 1 1/4" = 1'-0" SCALEAISLE PANEL ELEVATION 4 1/4" = 1'-0" SCALEPANEL LAYOUT ELEVATION 2 1/4" = 1'-0" SCALEINTERIOR AISLE PANEL ELEVATION 5 1/4" = 1'-0" SCALEAISLE DOOR ELEVATION 3 1/4" = 1'-0" SCALEINTERIOR DIVIDING PANEL ELEVATION 6 NOTE: COORDINATE PANEL HEIGHT WITH FLOOR TO FLOOR CLEAR HEIGHT, AND SPRINKLER DESGIN NOTE: COORDINATE PANEL HEIGHT WITH FLOOR TO FLOOR CLEAR HEIGHT, AND SPRINKLER DESGIN NOTE: COORDINATE PANEL HEIGHT WITH FLOOR TO FLOOR CLEAR HEIGHT, AND SPRINKLER DESGIN FOR GAPS OVER 10" SEE BURGLAR BAR DETAIL 4/A9.8 FOR GAPS OVER 10" SEE BURGLAR BAR DETAIL 4/A9.8 FOR GAPS OVER 10" SEE BURGLAR BAR DETAIL 4/A9.8 FOR GAPS OVER 10" SEE BURGLAR BAR DETAIL 4/A9.8 BOTTOM OF STRUCTURE ABOVE BOTTOMS OF STRUCTURE ABOVE (1) PANEL ABOVE 3'-4" WIDE ROLL UP DOOR BOTTOM OF STRUCTURE ABOVE SWING DOOR AND HARDWARE UH-16 ANGLE HEAD TRIM UH-12H 'J' MOLD UH-06 ANGLE TRIM UH-03 'D' PANEL UH-01 ANGLE JAMB TRIM UH-12 ROLL UP DOOR UH-04 KICK PLATE UH-05 ALTERNATE: FIELD CUT 4" NOTCHES AS SHOWN (1) PANEL ABOVE 3'-4" WIDE ROLL UP DOOR FIELD CUT 8" NOTCH AS SHOWN (3) PANELS ABOVE 8' - 0" WIDE ROLL UP DOOR (3) PANELS ABOVE 8' - 0" WIDE ROLL UP DOOR ALTERNATE PANEL LAYOUT ALTERNATE PANEL LAYOUT 4"4" 8" 10 " 1 2 3 1 1 2 3 1 5'-0"5'-0"10'-0" CL CL CL 8' - 4 " M I N . T O 1 0 ' - 0 " M A X (S E E N O T E ) 8' - 4 " M I N . T O 1 0 ' - 0 " M A X (S E E N O T E ) 'J' MOLD UH-06 TOP ANGLE UH-07 'U' PANEL UH-02 2-1/2" CEE UH-12 KICK PLATE UH-05 BOT. ANGLE UH-07 'U' PANEL UH-02 10 " 10 " 10 " SE E E L E V A T I O N S 10'-0" CL 10'-0" CL 10 ' - 0 116 " 10 ' - 0 " F.O.S. F.O.S. F. O . S . F. O . S . AISLE AI S L E CL 5 x 10 5 x 10 10 x 10 10 x 10 10 x 10 6B 6B 6A 6A A9.8 1 SIM. A9.8 9 AISLE A9.8 4 A9.8 6 A9.8 7 AT BASE 4 A9.1 3 A9.1 6 A9.1 TYP.6 A9.1 TYP. 6 A9.1 TYP. 5 A9.1 TYP. 8 A9.1 9 A9.1 7 A9.1 K TYP.L TYP. K TYP. L TYP. L TYP. 7A K TYP. A9.10 37 T.O. FLOOR/ T.O. ROOF T.O. FIN. FLOOR SEE ELEVATION T.O. FLOOR/ T.O. ROOF T.O. FIN. FLOOR SEE ELEVATION T.O. FIN FLOOR SEE ELEVATION T.O. FLOOR/ T.O. ROOF T.O. FLOOR/ T.O. ROOF T.O. FIN. FLOOR SEE ELEVATION TOP ANGLE UH-07 'D' PANEL UH-01 'U' PANEL UH-02 2-1/2" CEE UH-08 KICK PLATE UH-05 BOT. ANGLE UH-18 A9.10 42 A9.10 41 ANGLE CLIP UH-33 8' - 4 " M I N . T O 1 0 ' - 0 " M A X (S E E N O T E ) 8' - 4 " M I N . T O 1 0 ' - 0 " M A X (S E E N O T E ) SE E E L E V A T I O N S BOTTOM OF STRUCTURE ABOVE 'J' MOLD UH-06 ANGLE TRIM UH-03 'D' PANEL UH-01 KICK PLATE UH-05 1" A.F.F. W/ 1/8"Ø RIVETS UH-35 @ 24" O.C. TOP & BOT. AISLE STORAGE UNIT 'J' MOLD UH-06 'D' PANEL UH-01 W/#8 SCREW UH-38W @ BOT. ANGLE, MID-SPAN CEE & TOP ANGLE @ 18" O.C. ON 2-1/2" CEE UH-08 VERT. @ 60" O.C. (MAX.) TOP ANGLE UH-07 JAMB STUD UH-10 2-1/2" CEE UH-08 HORIZ. W/ ANGLE CLIP UH-33 (BOTH ENDS) ANGLE JAMB TRIM UH-12H ATTACH W/#8 SCREWS UH-38W NO FASTENERS IN FACE OF TRIM (TYP.) ROLL UP DOOR UH-04 CEILING FINISH OR BOTTOM OF STRUCTURE ABOVE FINISHED FLOOR A9.10 43 A9.10 34 10 " 7WALL SECTION SCALE 3/4" = 1' - 0" AISLE STORAGE UNITAISLE STORAGE UNIT CEILING FINISH OR BOTTOM OF STRUCTURE ABOVE 2-1/2" CEE UH-OH HORIZ. @ MID-SPAN OR 60" O.C. (MAX.) W/ ANGLE CLIP UH-33 (BOTH ENDS) 'D' PANEL UH-01 W/ #8 SCREW UH-38W @ BOT. ANGLE, MID-SPAN CEE & TOP ANGLE @ 18" O.C. ON 2-1/2" CEE UH-08 VERT. 60" O.C. (MAX) KICK PLATE UH-05 1" A.F.F. W/ 1/8"Ø RIVETS UH-35 @ 24" O.C. TOP & BOT. BOT. ANGLE UH-18 W/ 3/4" HILT PINS UH-39 @ 15" O.C. (MAX.) & 6" FROM END (MAX.) 0'-0" FIN. FLR 10 " CEILING FINISH OR BOTTOM OF STRUCTURE ABOVE'J' MOLD UH-06 TOP ANGLE UH-07 JAMB STUD UH-10 DOOR UH-16 'D' PANEL UH-01 W/ #8 SCREW UH-38 @ BOT. ANGLE & 18" O.C. ON 2-1/2" CEE UH-08 VERT. @ 60" O.C. (MAX) 2-1/2" CEE UH-08 HORIZ. W/ ANGLE CLIP UH-33 BOTH ENDS ANGLE JAMB TRIM UH-11 ATTACH W/#8 SCREWS UH-38W NO FASTENERS IN FACE OF TRIM (TYP.) CONC. FLR. 0'-0" FIN. FLR 10 " A9.10 43 A9.10 43 0'-0" FIN. FLR 8SECTION AT SWING DOOR SCALE 3/4" = 1' - 0"9SECTION AT ROLL UP DOOR SCALE 3/4" = 1' - 0" REFER TO SHEET A7.1 FOR DOOR TYPES AND RELATED NOTES. SEE LOCKER PARTS LIST ON SEE DOOR MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION. REFER TO SHEET A2.1 FOR WALL TYPES AND RELATED INFORMATION. THIS FLOOR PLAN IS FOR ILLUSTRATION PURPOSES ONLY. REFER TO ARCHITECTURAL PLANS FOR ACTUAL FLOOR PLAN & WELL TYPES. KZ DZ SINGLE LEVEL LOAD BEARING STORAGE ASSEMBLY A9.1 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 3 PARTS LIST PART UH-01 UH-02 UH-03 UH-04 UH-04a UH-05 UH-06 UH-07 UH-08 UH-09 UH-10 UH-11 UH-11M UH-12 UH-12H UH-12M UH-13 UH-14 UH-14M UH-15 UH-16 UH-17 UH-18 UH-19 UH-20 UH-21 UH-22 UH-23 UH-23a UH-24 UH-25 UH-26 UH-27 UH-28 UH-29 UH-30 UH-31 UH-32 UH-33 UH-34 UH-35 UH-36 UH-37 UH-38G UH-39 UH-39a UH-40 UH-41 UH-42 UH-43 UH-44 UH-45 UH-46 UH-48 UH-49 UH-50 UH-51 UH-52 UH-53 NOTE: NOT ALL PARTS ARE SHOWN. SEE PARTS LIST FOR ALL PART INFORMATION #DESCRIPTION 32" WIDE x 26 GA. D-PANEL (VERTICAL HALLWAY PANEL) 36" WIDE x 29 GA. U-PANEL (HORIZONTAL PANEL) 3"x3"x18 GA. ANGLE TRIM (OUTSIDE CORNER) (#650) ROLL UP DOOR, ALUM. BOT. BAR,U-HAUL PUNCHED GUIDES & HDWR. - SIZE PER PLAN (NOT SHOWN) (#501) ROLL UP DOOR, ALUM. BOT. BAR,U-HAUL PUNCHED GUIDES & HDWR. - SIZE PER PLAN (NOT SHOWN) 12" HIGH x 18 GA. KICK PLATE 3"x3/4" x1"x20 GA.J-MOLD TRIM 2"x2" x20 GA. ANGLE LF-2 1/2"x1 5/8"x5/16"x20 GA. CEE LF-1 5/8"x1 1/2"x1/4"x18 GA. CHANNEL SECTION(CS-1) LF-4"x1 1/2"x1"x16 GA. PRESS BREAK CEE (DOOR JAMB STUD) (NOTCH JAMB STUD, STRIKE SIDE ONLY OF SWING DOOR 3"x2"x20 GA. ANGLE TRIM w/ DOOR STOP ANGLE (LEFT JAMB,RIGHT JAMB, HEAD w/ EDGE GUARD) 2 1/2"x2"x20 GA. ANGLE TRIM w/ DOOR STOP ANGLE (LEFT JAMB,RIGHT JAMB, HEAD w/ EDGE GUARD) 3"x2 1/4"x20 GA. ANGLE JAMB TRIM (LEFT JAMB AND RIGHT JAMB TRIM AT ROLL-UP) 3"x2 "x20 GA. ANGLE HEAD TRIM (HEADER TRIM) 3'-4" WIDE x6 1/8" TALL x20 GA. HORIZ. MULLION TRIM w/ PLASTIC EDGE GUARD (STACKED LOCKERS) 3"x3 "x20 GA. ANGLE TRIM (INSIDE CORNER) LF-6"x4"x3/4"x16 GA. CEE (FLOOR DECK @ SC10 & STACKED LOCKER) LF-8"x4"x3/4"x16 GA. MOD CEE ( MODIFIED FLOOR DECK @ SC10 & STACKED LOCKER) LF-4"x2 1/2"x5/8"x16 GA. CEE (LOAD BEARING STUD) DMDS SWING DOOR w/ 501 & 502 LATCHES,DIAG.BRACING&HDWR.(SC10,STACKED LOCKER) -SIZE PER PLAN LF-3"x4 1/4"IDx3"x16 GA. LOAD BEARING OPEN FACED CHANNEL(SEISMIC REGIONS) LF-4 1/4"x3 3/4"x16 GA. LOAD BEARING BOTTOM ANGLE -LLH 3 1/2" WIDEx16 GA. FLAT STOCK (CROSS BRACING) 8CS 2.5x059 CEE OR APPROVED EQUAL- STAIR HEADER(SC10) LFx1 1/4"x2 1/2"x1 1/4"x20 GA. OPEN FACED CHANNEL (PONY WALL @SC10) 2"x4 1/4"IDx2"x120"x24 GA. OPENED FACED CHANNEL CAP TRIM (PONY WALL CAP TRIM @SC10 DISPLAY DOOR, STANDARD MOUNT,FIXED,ALUM.BOT.BAR,LATCHES(MATCH STORAGE DOORS),UH-12 TRIMS AND HDWR.-SIZE PER PLAN DISPLAY DOOR, SURFACE MOUNT,FIXED,ALUM.BOT.BAR,LATCHES(MATCH STORAGE DOORS),COLOR MATCHED TRIMS & HDWR.-SIZE PER PLAN EXTERIOR FILLER/HEADER PANEL w/ TRIMS AND HARDWARE -SIZE PER PLAN EXTERIOR FILLER/HEADER PANEL (WIDE RATED) w/ TRIMS,HDWR. & STEEL FOR HEADER -SIZE PER PLAN (#750)COMMERCIAL ROLL UP DOOR, CHAIN FALL OPERATION,ALUM.BOT.BAR, U-HAUL PUNCHED GUIDES & HDWR.-SIZE PER PLAN (#750)COMMERCIAL ROLL UP DOOR,(EXT.WIND RATED),WINDSOCKS,ALUM.BOT.BAR, U-HAUL PUNCHED GUIDES & HDWR.-SIZE PER PLAN -NOT SHOWN NOT USED PREFABRICATED STEEL STAIRS w/ DIAMOND PLATE TREADS &RISERS. w/ HANDRAILS (SC10)(NOT SHOWN) 1 3/4"x1"x20 GA. ANGLE - VERTICAL SWING DOOR STOP w/ HEMMED EDGE & RIVETS.(CS10 & STACKED LOCKERS) PLASTIC EDGE GUARD (CS10, STACKED LOCKERS) SCREW TIP COVERS (INTERIOR STORAGE) - NOT SHOWN 2"x1 1/2"x1 3/8" ANGLE CLIP (SIMPSON A21 OR EQUAL) NOT USED 1/8" DIA. RIVETS (3/8" TO 1/2" LONG) 1/8" DIA. RIVETS (3/8" TO 1/2" LONG) #12 x 3/4" SDS #8 x 3/4" SDS (FOR USE AT U-PANEL) 0.145 DIA. POWER - DRIVEN PINS (3/4 MINIMUM EMBED) OR APPROVED EQUAL X-GN 27 MX COMBO; 1/8"x1 1/16" (3mm x 27mm) HILTI PINS (OR EQUAL) & SHOTS (SEISMIC LOCATIONS) 0.145 DIA. x 4" POWER - DRIVEN PINS (1 1/2" MINIMUM EMBED) OR APPROVED EQUAL 3/8" DIA. x 4" LONG ANCHORS (SIMPSON TITAN OR EQUAL, SEISMIC LOCATIONS) 3" x 4" x 1/4" PLATE WASHER WITH (1) 1/2" DIA. HOLE PUNCHED IN CENTER ( SEISMIC LOCATIONS) 1/2" x1" BOLTS (SC10 STAIRS) 1/2" NUT (SC10 STAIRS) 1/2" WASHER (SC10 STAIRS) RATCHET TENSION DEVICE (ROLL UP DOORS) -NOT SHOWN CADMIUM PLATED R.U.D. LATCH - PARTS ORDER ONLY - FIELD INSTALL -NOT SHOWN STAINLESS STEEL R.U.D. LATCH - PARTS ORDER ONLY - FIELD INSTALL -NOT SHOWN STAINLESS STEEL R.U.D. LATCH - FACTORY INSTALL - NEW CONSTRUCTION - SHOWN ON UH-04 NOT USED 7' TALL, #650 UNIVERSAL R.U.D. GUIDES x PAIR, PRE-PUNCHED FOR DOOR CONTACTS - NOT SHOWN 7' TALL, #650 UNIVERSAL R.U.D. GUIDES x PAIR, PRE-PUNCHED FOR DOOR CONTACTS - NOT SHOWN FINISH HIGH GLOSS WHITE GALVALUME GALVANIZED URGENT ORANGE / SIERRA SUNSET URGENT ORANGE / SIERRA SUNSET GALVANIZED HIGH GLOSS WHITE GALVANIZED GALVANIZED GALVANIZED GALVANIZED HIGH GLOSS WHITE HIGH GLOSS WHITE HIGH GLOSS WHITE HIGH GLOSS WHITE HIGH GLOSS WHITE GALVANIZED GALVANIZED GALVANIZED URGENT ORANGE / SIERRA SUNSET GALVANIZED GALVANIZED GALVANIZED GALVANIZED GALVANIZED GALVANIZED HIGH GLOSS WHITE URGENT ORANGE / SIERRA SUNSET URGENT ORANGE / SIERRA SUNSET URGENT ORANGE / SIERRA SUNSET URGENT ORANGE / SIERRA SUNSET URGENT ORANGE / SIERRA SUNSET GALVANIZED GRAY GRAY (P3) GRAY GRAY WHITE OR GRAY GALVANIZED GALVANIZED ZINC COATED HIGH GLOSS WHITE HIGH GLOSS WHITE GALVANIZED ZINC COATED ZINC COATED ZINC COATED ZINC COATED PRIMED ZINC COATED ZINC COATED ZINC COATED STEEL CADMIUM STAINLESS STEEL STAINLESS STEEL GALVANIZED GALVANIZED SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ STORAGE LOCKER COMPONENTS A9.7 UH-38W #8 x 3/4" SDS (FOR USE AT D-PANEL)HIGH GLOSS WHITE UH-01 SCALE: 11 2" = 1'-0" UH-09 SCALE: 6"=1'-0" UH-08 SCALE: 6"=1'-0" UH-07 SCALE: 6"=1'-0" UH-06 SCALE: 6"=1'-0" UH-05 SCALE: 3"=1'-0" UH-03 SCALE: 6"=1'-0" UH-02 SCALE: 11 2" = 1'-0" UH-13 SCALE: 6"=1'-0" SCALE: 6"=1'-0" UH-12M SCALE: 6"=1'-0" UH-12H UH-12 SCALE: 6"=1'-0" UH-11 SCALE: 6"=1'-0" UH-11M SCALE: 6"=1'-0" UH-10 SCALE: 6"=1'-0" SHOWN w/ UH-12 TRIM UH-20 SCALE: 3"=1'-0" UH-19 SCALE: 3"=1'-0" UH-18 SCALE: 6"=1'-0" UH-17 SCALE: 6"=1'-0" UH-16 SCALE: 1/4"=1'-0" UH-15 SCALE: 6"=1'-0" UH-14M SCALE: 3"=1'-0" UH-14 SCALE: 3"=1'-0" UH-37 SCALE: 1'-0"=1'-0" UH-36 SCALE: 1'-0"=1'-0" UH-35 SCALE: 1'-0"=1'-0" UH-33 SCALE: 6"=1'-0" UH-31 SCALE: 6"=1'-0" UH-30 SCALE: 6"=1'-0" UH-22 SCALE: 6"=1'-0" UH-21 SCALE: 6"=1'-0" UH-45 SCALE: 6"=1'-0" UH-44 SCALE: 6"=1'-0" UH-43 SCALE: 6"=1'-0" UH-42 SCALE: 6"=1'-0" UH-41 SCALE: 6"=1'-0" UH-40 SCALE: 1'-0"=1'-0" UH-39a SCALE: 1'-0"=1'-0" UH-39 SCALE: 1'-0"=1'-0" UH-38G SCALE: 1'-0"=1'-0" UH-38W SCALE: 1'-0"=1'-0" 3 3" = 1'-0" SCALELB PARITITON AT OUTSIDE 13" = 1'-0" SCALENLB DIVIDING WALL 53" = 1'-0" SCALESC-10 UPPER LOCKER FLOOR AT END WALL 9 OUTSIDE CORNER ANGLE TRIM UH-03 ATTACH TO D-PANEL W/(2) 1/8" DIA. RIVETS UH-36 AT BOT (TOP AND BOTTOM OF KICK PLATE) MID-HEIGHT AND TOP AT 60" O.C.± EACH LEG KICK PLATE UH-05 1" A.F.F. W/ 1/8"Ø RIVETS UH-35 @ 24" O.C. T&B 4" CEE UH-15 'D' PANEL UH-01 W/#8 SCREW UH-38W @ BOT. ANGLE, MID-SPAN & 'J' MOLD ON 4" CEE UH-15 VERT. BOT. ANGLE UH-18 W/ POWDER DRIVEN PINS UH-39 'D' PANEL UH-01 W/#8 SCREW UH-38W @ BOT. ANGLE & TOP ANGLE @18" O.C. BOT. ANGLE UH--07 W/ 3/4" HILTI PINS UH-39 @ 15" O.C.(MAX.) & 6" FROM END (MAX.) 2-1/2" CEE UH-08 @ 60" O.C. (MAX.) W/ (2) #12 SCREW UH-37 @ TOP & BOT. ANGLE 'U' PANEL UH-02 W/#12 SCREW UH-37 @ BOT. ANGLE & TOP ANGLE @ 18" O.C. 2-1/2" CEE UH-08 VERT. @ 60" O.C. (MAX.) 'D' PANEL UH-01 W/ #8 SCREW UH-38W @ BOT. ANGLE, MID-SPAN & TOP ANGLE @ 18" O.C. ON 2-1/2" CEE & 'J' MOLD ON 4" CEE UH-15 @ 30"" O.C. (MAX) UH-18 L4x4x12GAx4'-0" LONG ABOVE OPENINGS ONLY. SEE PLAN FOR ADDITIONAL INFORMATION TOP CHANNEL UH-17 W/ (2) #12 SCREW UH-37 (ONE EA. FACE EA STUD MIN.) TOP ANGLE UH-07 6" FLOOR CEE UH-14 3" = 1'-0" SCALELB PARITITON AT AISLE 4 3" = 1'-0" SCALELB PARTITION AT AISLE AT DIV PANEL 6 3" = 1'-0" SCALELB PARITITON AT INT WALL AT INSIDE CORNER 2 3" = 1'-0" SCALELB PARITITON AT INSIDE CORNER AT AISLE 3 3" = 1'-0" SCALELB PARTITION AT EXISTING 8 3" = 1'-0" SCALELB PARTITION AT INT WALL AT DIV PANEL 7 BOT. ANGLE UH-07 W/ 3/4" HILTI PINS UH-39 @ 15" O.C. (MAX.) & 6" FROM END (MAX.) 4" CEE UH-15 (2) #12 SCREW UH-37 'U' PANEL 'UH-02 W/#8 UH-38G @ BOT. ANGLE, VERT. CEE & TOP CHANNEL PER STRUC. 'U' PANEL UH-02 W/#8 SCREW UH-38G @ BOT. ANGLE & TOP ANGLE @ 18" O.C. & VERT. CEE @ 24" O.C. 2-1/2" CEE UH-08 @ 60" O.C. (MAX.) BOT. ANGLE UH-18 W/ 3/4" HILTI PINS UH-39 ANGLE TRIM UH-13 W/ 1/8"Ø RIVETS UH-36 @ 24" O.C. EA. FACE (TYP.) BOT. ANGLE UH-07 W/ 3/4" HILTI PINS UH-39 @ 15" O.C. (MAX.) & 6" FROM END (MAX.) 'D' PANEL UH-01 #8 SCREW UH-38W @ BOT. ANGLE & TOP ANGLE @ 18" O.C. 4" CEE UH-15 (2) #12 SCREW UH-37 2-1/2" CEE UH-08 @ 60" O.C. (MAX.) 'U' PANEL UH-20 W/ #8 SCREW UH-38G @ BOT. ANGLE, VERT. CEE & TOP CHANNEL. 'U' PANEL UH-02 W/ #8 SCREW UH-38G @ BOT. ANGLE & TOP ANGLE @ 18" O.C. & VERT. CEE @ 24" O.C. ANGLE TRIM UH-13 W/ 1/8"Ø RIVETS UH-36 @ 24" O.C. EA. FACE (TYP.) KICK PLATE UH-05 1" A.F.F. W/ 1/8"Ø RIVETS UH-35 @ 24" O.C. TOP & BOT. BOT. ANGLE UH-18 W/ 3/4" HILTI PINS UH-39 'D' PANEL UH-01 W/ #8 SCREW UH-38W @ BOT. ANGLE, MID-SPAN CEE & TOP ANGLE @ 18" O.C. ON 2-1/2" CEE UH-08 VERT. @ 60" O.C. (MAX.) 4" CEE UH-15 (2) #12 SCREW UH-37 KICK PLATE UH-05 1" A.F.F. W/ 1/8"Ø RIVETS UH-35 @ 24" O.C. TOP & BOT. BOT. ANGLE UH-18 W/ POWDER DRIVEN PINS UH-39 'D' PANEL UH-01 W/ #8 SCREW UH-38W @ BOT. ANGLE, MID-SPAN CEE & TOP ANGLE @ 18" O.C. ON 2-1/2" CEE UH-08 VERT @ 60" O.C. (MAX.) KICK PLATE UH-05 1" A.F.F. W/ 1/8"Ø RIVETS UH-35 @ 24" O.C. TOP @ BOT 4" CEE UH-15 BOT. ANGLE UH-07 W/ 3/4" HILTI PINS UH-39 @ 15" O.C. (MAX.) & 6" FROM END (MAX.) BOT. ANGLE UH-18 W/ POWDER DRIVEN PINS UH-39 'U' PANEL UH-02 W/ #8 SCREW UH-38G @ BOT. ANGLE & TOP ANGLE @ 18" O.C 4" CEE UH-15 (2) #12 SCREW UH-15 2-1/2" CEE UH-08 @ 60" O.C. (MAX.) BOT. ANGLE UH-07 W/ 3/4" HILTI PINS UH-39 @ 15" O.C. (MAX.) & 6" FROM END(MAX.) BOT. ANGLE UH-18 W/ POWDER DRIVEN PINS UH-39 'D' PANEL UH-01 W/ #8 SCREW UH-38W @ BOT. ANGLE, MID-SPAN & 'J' MOLD. KICK PLATE UH-05 1" A.F.F. W/ 1/8"Ø RIVETS UH-35 @ 24" O.C. T&B 'J' MOLD UH-06 - VERT. 4" CEE UH-15 ATTACH TO EXIST. WALL PER WALL CONDITIONS BOT. ANGLE UH-18 W/ POWDER DRIVEN PINS UH-39 EXISTING WALL ANGLE JAMB TRIM UH-12 W/ (4) #8 SCREWS UH-38W - NO FASTENERS IN FACE OF TRIM (TYP.) ROLL UP DOOR UH-04 JAMB STUD UH-10 W/ (2) #12 SCREWS UH-37 @ BOT. ANGLE & TOP ANGLE BOT. ANGLE UH-07 W/ POWDER DRIVEN PINS UH-39 @ 15" O.C. (MAX.) & 6" FROM END (MAX.) BOT. ANGLE UH-18 W/ POWDER DRIVEN PINS UH-39 10LB PARTITION AT INT WALL AT OH DOOR JAMB SCALE 1 1/2" = 1' - 0" 'D' PANEL UH-01 W/ #8 SCREW UH-38W - NO FASTENERS IN FACE OF TRIM (TYP.) 4" CEE UH-15 @ CORR. 'U' PANEL UH-02 W/ #8 SCREW UH-38G @ BOT. ANGLE & TOP ANGLE @ 18" O.C. A9.10 35 11LB PARTITION AT INT WALL AT SWING DOOR JAMB SCALE 1 1/2" = 1' - 0" SWING DOOR UH-04 JAMB STUD UH-10 W/ POWDER DRIVEN PINS UH-39 @15" O.C.(MAX.) & 6" FROM END (MAX.) BOT. ANGLE UH-07 W/ POWDER DRIVEN PINS UH-39 @15" O.C. (MAX.) & 6" FROM END (MAX.) BOT. ANGLE UH-18 W/ POWDER DRIVEN PINS UH-39 ANGLE JAMB TRIM UH-12 W/ (4) #8 SCREWS UH-38W - NO FASTENERS IN FACE OF TRIM (TYP.) 'D' PANEL UH-01 W/ #8 SCREW UH-38W @ BOT. ANGLE & TOP ANGLE @ 18" O.C. BOT. ANGLE UH-07 W/ POWDER DRIVEN PINS UH-39 @ 15" O.C. (MAX.) & 6" FROM END (MAX.) 4" CEE UH-15 @ CORR 'U' PANEL UH-02 W/ #8 SCREW UH-38G @ BOT. ANGLE, VERT. CEE &TOP CHANNEL SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 BG DZ TYPICAL LOAD BEARING PARTITION LOCKER DETAILS A9.83 N.T.S. SCALEROLL-UP AND SWING DOOR AT DIVIDING WALL 37 3" = 1'-0" SCALEENLARGED SWING DOOR JAMB DETAILS 39 3" = 1'-0" SCALEENLARGED SWING DOOR HEADER DETAIL 38 3" = 1'-0" SCALEJAMB STUD ASSEMBLY TOP CONNECTION 41 3" = 1'-0" SCALEJAMB STUD ASSEMBLY TOP CONNECTION 423" = 1'-0" SCALEANGLE CLIP AT PARTITION WALL AT AISLE 43 3" = 1'-0" SCALETOP ANGLE CONN AT AISLE SIDE 45 ROLL UP DOOR UH-04 ANGLE JAMB TRIM UH-12H ATTACH W/ UH-35 RIVETS NO FASTENERS IN FACE OF TRIM (TYP.) 2-1/2" CEE UH-08 HORIZ ANGLE CLIP UH-33 (BOTH ENDS) JAMB STUD UH-10 BEYOND 'D' PANEL UH-01 W/ #8 SCREW UH-38W @ BOT. ANGLE, MID-SPAN CEE & TOP ANGLE @ 18" O.C. ON 2-1/2" CEE UH-08 VERT. @ 60" OC. (MAX.) UH-35 RIVETS 'D' -PANEL UH-01 JAMB STUD UH-10 W/(2) #12 SCREWS @ TOP & BOT. ANGLES DOOR GUIDE 18GA. GALV. STEEL ROLL-UP DOOR (R.U.D.) GUIDE ANGLE JAMB TRIM UH-12 W/(4) #8 SCREWS UH-38W NO FASTENERS IN FACE OF TRIM (TYP.) R.U.D.UH-04 SEE PLAN FOR DOOR NUMBER & S7.1 FOR DOOR INFORMATION 12" TYP. 96" CLEAR OPENING (8'-0" DOOR) 40" CLEAR OPENING (3'-4" DOOR) NOTE: ·SEE JANUS INT. MODEL INSTALLATION VIDEO AND INSTRUCTIONS FOR DOOR INSTALLATION ·OUT TO OUT OF DOOR GUIDE RAIL SHALL BE 1" LARGER THAN CURTAIN WIDTH 3" = 1'-0" SCALEENLARGED ROLL-UP DOOR HEADER DETAIL 34 3" = 1'-0" SCALEENLARGED ROLL-UP DOOR JAMB DETAIL 35 'D' PANEL UH-01 W/ #8 SCREW UH-38W @ BOT. ANGLE, MID-SPAN CEE & TOP ANGLE @ 18" O.C. ON 2-1/2" CEE UH-08 VERT. @ 60" O.C. (MAX.) ANGLE JAMB TRIM UH-12H ATTACH W/ UH-35 RIVETS NO FASTENERS IN FACE OF TRIM (TYP.) SWING DOOR UH-16 JAMB STUD UH-10 BEYOND ANGLE CLIP UH-33 BOTH ENDS DOOR STOOP TRIM UH-30 W/ RIVETS UH-100 JAMB STUD 2-1/2" CEE UH-08 HORIZONTAL UH-01 D-PANEL BEYOND UH-14 LF-6"x4"x3/4" x16 GA. CEE (4)#12 SCREWS UH-37 AT SIMPSON L30 CLIP ANGLE 6x6x20 GA. GALV CFS PLATE ATTACHMENT TO UNDERSIDE OF UH-14 W/(4) #12 SCREWS (1) AT EACH CORNER PLATE 2" DOOR ASSEMBLY UH-16 'D' PANEL UH-01 W/ #8 SCREW UH-38W @ BOT. ANGLE & TOP ANGLE @ 18" O.C. BOT. ANGLE UH-07 JAMB STUD UH-10 W/(2) #12 SCREWS UH-37 AT TOP ANGLE & BOT. UH-07 (TYP.) ANGLE TRIM L&R SIDES UH-11 NOTCHED UH-10 JAMB STUD, STRIKE SIDE ONLY KICK PLATE UH-05 'D' PANEL UH-01 BOT. ANGLE UH-07 BOU. W/ 3/4" HILTI PINS UH-39 @ 15" O.C. (MAX.) & 6" FROM END (MAX.) NOTE: ·SEE JAMB STUD AND HEADER STUDS SHALL BE INSTALLED LEVEL AND PLUM. 3'-4" ROUGH OPENING WITH SPACER 25 8" 2-1/2" CEE UH-08 #12 SCREW UH-37 ANGLE CLIP UH-33 'D' PANEL UH-01 W/#8 SCREW UH-38W @ BOT. ANGLE, MID-SPAN CEE & TOP ANGLE @ 18" O.C. #12 SCREW UH-37 ANGLE CLIP UH-33 2-1/2" CEE UH-08 2-1/2" CEE UH-08 D-PANEL BEYOND UH-01 'J' MOLD UH-06 'D' PANEL UH-01 TOP ANGLE UH-07 UH-01 D-PANEL (BEYOND) JAMB STUD UH-10 JAMB STUD UH-10 42 A9.10 (4)#12 SCREWS UH-37 AT SIMPSON L30 CLIP ANGLE 6x6x20 GA. GALV CFS PLATE ATTACHMENT TO UNDERSIDE OF UH-14 W/(4) #12 SCREWS (1) AT EACH CORNER OF PLATE TYP. UH-14 LF-6"x4"x 3/4"x16 GA. CEE ROLL UP DOOR UH-04 BOT. ANGLE UH-07 W/ 3/4" HILTI PINS UH-39 @ 15" O.C. (MAX.) & 6" FROM END(MAX.) BOT. ANGLE UH-07 OR UH-18 W/ POWDER DRIVEN PINS UH-39 'D' PANEL UH-01 'U' PANEL UH-02 W/#12 SCREW UH-37 @ BOT. ANGLE & TOP ANGLE @ 18" O.C. 2-1/2" CEE UH-08 @ 60" O.C. (MAX.) SWING DOOR ASSEMBLY UH-16 'U' PANEL UH-02 BOT. ANGLE UH-07 OR UH-18 W/ POWDER DRIVEN PINS UH-39 SWING DOOR MAXIMUM OFFSET WHEN CLOSED DETAIL A9.10 35 A9.10 39 3" = 1'-0" SCALEANGLE CLIP AT PARTITION WALL 44 2" BG DZ TYPICAL LOCKER DETAILS A9.10 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - 1 2 409 S. 8TH ST, STE 201 BOISE, ID 83702 P: 208-810-7745 3 U-HAUL MOVING AND STORAGE OF REXBURG 328 N 2ND E. REXBURG, ID 83440 3 STRUCTURAL NOTES GENERAL 1. SPECIFICATIONS: FOR MORE COMPLETE INFORMATION SEE SPECIFICATIONS. WHERE CONFLICTS BETWEEN THESE NOTES AND SPECIFICATIONS OCCUR, THE MORE STRINGENT OF THESE SHALL TAKE PRECEDENCE. 2. THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS ARE RESPONSIBLE FOR COORDINATION OF ALL ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL AND PLUMBING WORK. IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES OR CONFLICTS WITH OTHER TRADES. 3. DIMENSIONS: THE STRUCTURAL DRAWINGS SHALL BE CONSIDERED AS A PART OF THE COMPLETE SET OF CONTRACT DRAWINGS, INCLUDING THE DRAWINGS OF ALL DISCIPLINES. IT IS INTENDED THAT THE STRUCTURAL DRAWINGS WILL PROVIDE SUFFICIENT DIMENSIONS TO LOCATE THE PRIMARY STRUCTURAL ELEMENTS AND MEMBERS. LOCATION OF SECONDARY MEMBERS WHICH ARE AFFECTED BY SYSTEMS DETAILED BY OTHERS MAY REQUIRE REFERENCE TO THE DRAWINGS OF OTHER DISCIPLINES AND LAYOUT AND COORDINATION BY THE CONTRACTOR. IF DIRECT CONFLICT BETWEEN DIMENSIONS OF TWO OR MORE DISCIPLINES IS ENCOUNTERED, SUCH CONFLICTS SHALL BE RESOLVED BY THE ARCHITECT. DO NOT USE SCALED DIMENSIONS. USE WRITTEN DIMENSIONS OR WHERE DIMENSIONS ARE NOT PROVIDED, CONSULT THE ARCHITECT FOR CLARIFICATIONS BEFORE PROCEEDING WITH THE WORK IN QUESTION. 4. TYPICAL AND SIMILAR CONDITIONS: ALL CONCRETE IS REINFORCED, AND ALL STEEL MEMBERS ARE CONNECTED TO IMMEDIATELY ADJACENT MEMBERS SHOWN ON THE PLANS UNLESS SPECIFICALLY NOTED OTHERWISE. WHERE SPECIFIC DETAILS ARE NOT CALLED OUT, TYPICAL DETAILS OR DETAILS SHOWN FOR SIMILAR CONDITIONS SHALL APPLY, SUBJECT TO THE STRUCTURAL ENGINEERS APPROVAL. 5. SPECIAL CONDITIONS: REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION AND SIZE OF BLOCKOUTS, INSERTS, OPENINGS, CURBS, HOUSEKEEPING PADS, DEPRESSIONS AND SLOPES NOT SHOWN ON THE STRUCTURAL DRAWINGS. 6. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, SPECIFICATIONS, NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK. 7. THE CONTRACTOR MUST SUBMIT IN WRITING ANY REQUESTS FOR MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. SHOP DRAWINGS SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW DO NOT CONSTITUTE "IN WRITING" UNLESS IT IS CLEARLY NOTED THAT SPECIFIC CHANGES ARE BEING REQUESTED. 8. LOADS FROM CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOFS. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT LISTED IN THE DESIGN CRITERIA. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 9. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT AND MATERIALS. 10. DEFERRED SUBMITTALS: WHERE STRUCTURAL COMPONENTS ARE FULLY OR PARTIALLY DESIGNED AND DETAILED BY THE SUPPLIER OR FABRICATOR, COMPLETE SHOP DRAWINGS AND CALCULATIONS, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED, SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. IN ADDITION, A COPY OF THESE DOCUMENTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL IN ACCORDANCE WITH LOCAL CODE BEFORE INSTALLATION. GOVERNING CODES IBC 2018 CODE REGULATION / REQUIREMENT BUILDING CODE CODE REFERENCE ASCE 7-16MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ACI 318-14BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE TMS 402-16BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AISC 360-16 & AISC 341-16SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AISI S240-15NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING - GENERAL PROVISIONS NDS-2018NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION STRUCTURAL DESIGN CRITERIA FLOOR DEAD LOAD (psf) LIVE LOAD (psf) CONCENTRATED LOAD (lbs) PER EQUIPMENT, 1000 MIN 300 125 100 50 50 SUSP. SLAB (LIGHT STORAGE) STAIRS DESIGN LOADS CONSTRUCTION TYPE = V-B RISK CATEGORY = II ROOF DEAD LOAD (psf) LIVE LOAD (psf) FLAT ROOF 15 20 (SEE SNOW CRITERIA) CONCENTRATED LOAD (lbs) (SEE PLAN) SNOW WIND GROUND SNOW LOAD FLAT-ROOF SNOW LOAD SNOW EXPOSURE FACTOR SNOW LOAD IMPORTANCE FACTOR THERMAL FACTOR Pg = 50 psf Pf = 35 psf Ce = 1.0 I = 1.0 Ct = 1.0 105 mph (3 SEC. GUST) C 24.6 psf (END) 16.3 psf (INTERIOR) -34.7 psf (ROOF, ZONE 1) -46.1 psf (ROOF, ZONE 2) -54.9 psf (ROOF, ZONE 3) BASIC WIND SPEED WIND EXPOSURE MWFRS PRESSURE COMPONENT AND CLADDING DESIGN WIND PRESSURE -26.0 psf (WALL, ZONE 4) -39.0 psf (WALL, ZONE 5) SEISMIC Ie = 1.0 Ss = 0.370 S1 = 0.143 D SDS = 0.371 SD1 = .221 D FLAT STRAP X-BRACED WALLS & WOOD/METAL SHEATHED SHEARWALLS CS = 0.114 (ULTIMATE) R = 3.25 EQUIVALENT LATERAL FORCE SEISMIC IMPORTANCE FACTOR MAPPED SPECTRAL RESPONSE ACCELERATIONS SITE CLASS SPECTRAL RESPONSE COEFFICIENTS SEISMIC DESIGN CATEGORY BASIC SEISMIC LOAD RESISTING SYSTEM (SLRS) SEISMIC RESPONSE COEFFICENT RESPONSE MODIFICATION FACTOR ANALYSIS PROCEDURE USED ASTM A615DEFORMED BARS 60 WELDED WIRE FABRIC (WWF) ICC REPORT #2495 LAP / COUPLER SPLICE CONCRETE REINFORCEMENT REINFORCING STEEL STANDARDLOCATION / USE OR TYPE GRADE (ksi) ASTM A185 65 WELDABLE REINFORCING STEEL ASTM A706 60 PLAIN / SMOOTH BARS ASTM A615 60 DESCRIPTIONSPLICE TYPE DS BAR-LOCK COUPLER BY 'DAYTON SUPERIOR' REFERENCE TYPICAL LAP SPLICE COUPLER SPLICE DETAIL, .LAP REINFORCING IN PLACE NOTES: 1. COMPACTION REQUIREMENTS SHALL BE AS INDICATED IN THE GEOTECHNICAL REPORT. 2. FOR PIPING OR OTHER UTILITIES ALONGSIDE OR PENETRATING THROUGH FOUNDATION WALLS, RE: . 3. CONCRETE FOUNDATIONS AND SLABS ON GROUND SHALL BEAR ON DRY NATIVE SOIL OR ENGINEERED FILL, BOTH WITH VERIFIED COMPACTION OF 98% PER STANDARD PROCTOR U.N.O. IN THE GEOTECHNICAL REPORT. GEOTECHNICAL STRUCTURAL DESIGN BASED ON: OWNER ACCEPTED RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT FROM: MAXIMUM FOUNDATION SOIL BEARING PRESSURE USED EXTERIOR FOOTINGS SHALL BE FOUNDED BELOW THE ADJACENT FINISHED GROUND, (MEASURED FROM BOTTOM OF FOOTING), A MINIMUM OF: REPORT # / BY 1500 psf 36" DATE No. E212541g ATLAS NOV 8, 2021 FOUNDATION AND SLAB BASE REQUIREMENTS: FOOTINGS: BEAR ON ENGINEERED FILL OR UNDISTURBED NATIVE SOILS. SLABS: PLACE OVER 4" OF 3/4" MINUS CRUSHED BASE, OVER ENGINEERED FILL OR UNDISTURBED NATIVE SOILS. CONCRETE MIX DESIGN MIN CEMENT & W/C RATIO (PER CUBIC YARD) MIX DESIGN SHALL BE ESTABLISHED IN ACCORDANCE TO CHAPTER 5 OF ACI 318. LOCATION / USE OR TYPE 28 DAY STRENGTH ENTRAINED AIR (3% MAX. IN NON- AIR ENTRAINED CONCRETE) MAXIMUM SLUMP * 2" to 4" SLUMP BEFORE ADDITION OF PLASTICIZER WITH PLASTICIZER CEMENT TYPE - - -500 lbs. / 0.50 W/C 8" MAX.* WALLS & FDN WALLS 8" MAX.* 8" MAX.* FOOTINGS FOUNDATIONS SITE ELEMENTS NO PLASTICIZER 6% (± 11/2%) 4" (± 1") 4" (± 1") 4" (± 1") f´c = 3500 psi f´c = 3500 psi f´c = 3500 psi 6% (± 11/2%) 500 lbs. / 0.45 W/C 500 lbs. / 0.50 W/C I/II I/II I/II INT. SLABS 6" MAX.f´c = 4000 psi- - -- - - EXT. SLABS 6" MAX. SLABS 8" MAX.*f´c = 4000 psi6% (± 11/2%) 520 lbs. / 0.53 W/C 520 lbs. / 0.50 W/C I/II I/II REINFORCING CONCRETE COVER NOTES: 1. PROVIDE SPECIAL INSPECTION TO MEET LOCAL CODE REQUIREMENTS. GENERAL CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE SPECIAL INSPECTOR PRIOR TO POURING CONCRETE. 2. EMBEDDED ITEMS ARE TO BE CAST IN PLACE, TYPICAL. DO NOT WET SET ANY EMBEDDED ITEMS, U.N.O. 3. SECURE ALL REINFORCING IN POSITION WITH CHAIRS BEFORE CONCRETE PLACEMENT EXCEPT THAT CONCRETE DOBIES MAY BE USED TO POSITION SLAB-ON-GRADE REINFORCEMENT. DOWELS SHALL BE TIED IN PLACE PRIOR TO PLACING CONCRETE. DO NOT STAB OR "WET-SET" DOWELS. INSTALL AND SECURE ANCHOR BOLTS, EMBED PLATES, ETC. WITHIN SPECIFIED TOLERANCES PRIOR CONCRETE PLACEMENT. 4. MECHANICALLY VIBRATE ALL CONCRETE PLACEMENTS, EXCEPT SLABS, GREATER THAN 5" THICK. 5. AT SLAB RE-ENTRANT CORNERS AND FLOOR PENETRATIONS, RE: . 6. ALL REBAR IN CONCRETE EXPOSED TO EARTH SHALL BE GALVANIZED. REBAR IN SLABS ON GROUND THAT ARE PROTECTED BY A VAPOR BARRIER AND/OR INSULATION DO NOT REQUIRE GALVANIZED REBAR. MINIMUM CONCRETE COVER OVER REINFORCEMENTLOCATION / USE OR TYPE 1 1/2" CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER 3" CONCRETE NOT EXPOSED TO EARTH OR WEATHER BEAMS AND COLUMNS: 3/4" 1 1/2" SLABS AND WALLS: #6 AND LARGER: #5 AND SMALLER: 2" MASONRY MATERIALS & STANDARD REQUIREMENTS USE RUNNING BOND EXCEPT AS NOTED. 2000 psiASTM C90CONCRETE MASONRY UNITS GROUT STANDARDMATERIAL ASTM C1019 MORTAR ASTM C270 - - - OR SPECIFIED COMPRESSIVE STRENGTHTYPE 2000 psi DENSITY SPECIFICATION TYPE S NORMAL WEIGHT > 125 pcf LIGHTWEIGHT < 105 pcf - - - - - - - - - - - - MASONRY REINFORCING STEEL LOCATION / USE OR TYPE GRADE (ksi)STANDARD ASTM A615 60 WELDABLE REINFORCING STEEL ASTM A706 60 PLAIN / SMOOTH BARS ASTM A615 60 ASTM A951 65 LADDER OR TRUSS WITH PRE-FABRICATED CORNER & TEE INTERSECTION UNITS SIDE CROSS .1483"Ø .1483"Ø TYPICAL MASONRY REINFORCING STEEL SIZEROD WIRE VERT. SPACING 16" O.C. LOCATION / TYPE JOINT REINFORCING STEEL GRADE (ksi)STANDARD f´m = 2000 psiASTM C1314MASONRY PRISM/ASSEMBLY - - - - - - NOTES: 1. SPECIAL INSPECTION IS REQUIRED. PROVIDE SPECIAL INSPECTION TO MEET LOCAL CODE REQUIREMENTS. GENERAL CONTRACTOR SHALL NOTIFY SPECIAL INSPECTOR A MINIMUM OF 48 HOURS PRIOR TO GROUTING OPERATIONS. 2. THERE SHALL BE A MINIMUM OF (1) #5 ON ALL SIDES OF EVERY OPENING IN MASONRY WALLS, UNO. BARS SHALL EXTEND NOT LESS THAN 24" BEYOND THE CORNER OF THE OPENING, TYPICAL. 3. ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. GROUT SHALL BE A WORKABLE MIXTURE SUITABLE FOR PUMPING WITHOUT SEGREGATION AND SHALL BE THOROUGHLY MIXED. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACING AND RECONSOLIDATED AFTER EXCESS MOISTURE HAS BEEN ABSORBED, BUT BEFORE WORKABILITY IS LOST. THE GROUTING OF A WALL SHALL BE COMPLETED IN ONE DAY WITH NO INTERRUPTIONS GREATER THAN ONE HOUR. 4. ALL REINFORCING SHALL BE PLACED PRIOR TO GROUTING. VERTICAL REINFORCING BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT INTERVALS NOT FARTHER APART THAN 200 BAR DIAMETERS. 5. THERE SHALL BE A MINIMUM OF 1" OF GROUT ALL THE WAY AROUND ALL ANCHOR BOLTS. 6. ALL BEAM/JOIST/GIRDER POCKETS SHALL BE FILLED WITH GROUT AFTER ALL DEAD LOADS ARE IN PLACE. 7. SOLID GROUT BOTTOM 4'-0" OF CMU WALLS ABOVE FINISH FLOOR, TYP. 8. ALL CMU BELOW F.G. TO BE SOLID GROUTED. ICC REPORT #2495 LAP / COUPLER SPLICE DESCRIPTIONSPLICE TYPE DS BAR-LOCK COUPLER BY 'DAYTON SUPERIOR' REFERENCE TYPICAL LAP SPLICE COUPLER SPLICE DETAIL, .LAP REINFORCING IN PLACE JOINT REINFORCEMENT LAP - - -LAP JOINT REINFORCING 12" MIN. ALL STEEL WORK SHALL CONFORM WITH AISC SPECIFICATIONS. CONNECTIONS ASTM A992WIDE FLANGE SHAPES OTHER ROLLED SHAPES NOTES: 1. SPECIAL INSPECTION IS REQUIRED. PROVIDE SPECIAL INSPECTION TO MEET LOCAL CODE REQUIREMENTS. GENERAL CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOUR NOTICE TO SPECIAL INSPECTOR PRIOR TO ANY FIELD WELDING OPERATIONS OR INSTALLATION OF HIGH STRENGTH BOLTS. 2. NON-SHRINK GROUT: ASTM C 1107, MINIMUM COMPRESSIVE STRENGTH OF 7,000 psi AT 28 DAYS. DAMP CURE OR CHEMICAL CURE ALL NON-SHRINK GROUT PLACEMENTS PER MANUFACTURER'S RECOMMENDATIONS. STEEL DECKING STRUCTURAL AND MISCELLANEOUS STEEL STEEL MEMBERS STANDARD (U.N.O.)LOCATION / USE OR TYPE GRADE ASTM A36 STRUCTURAL HSS TUBING ASTM A500 B STEEL JOISTS* - - - TYPELOCATION / USE FINISH ROOF DECK PAINTED1-1/2" DGB-36 DECK OPENING REINFORCEMENT - - - - - - - - - DESIGN REQUIREMENT / REFERENCE UNIFORM AND CONCENTRATED LOADS / INDICATED ON ROOF FRAMING PLAN AND ROOF NOTES - - - - - - - - - *JOIST DEPTH SHALL NOT EXCEED DEPTH INDICATED ON ROOF FRAMING PLAN. MANUFACTURER ASC PROFILES, INC. GAUGE 20GA. • ROOF DECK TO BE CONTINUOUS FOR 2 OR MORE SPANS. • PROVIDE COPY OF ICC EVALUATION REPORT WITH ROOF DECK SHOP DRAWINGS. • (EQUIVALENT ALTERNATES WILL BE ALLOWED UPON REQUEST WITH VALID ICC REPORT) CONNECTION REFERENCE DIAPHRAGM NOTES, RE: S3 • REINFORCE OPENINGS WITH ADDITIONAL METAL REINFORCEMENT AND CLOSURE PIECES AS REQUIRED FOR STRENGTH, CONTINUITY OF DECKING AND SUPPORT OF OTHER WORK SHOWN. RE: DETAILS , & . LOCATION / USE STANDARD OR MFR.TYPE 1 ALL BOLT CONNECTIONS TO BE SNUG TIGHT EXCEPT BOLTS NOTED AS S.C. TO BE FULLY TIGHTENED PROVIDE LOAD INDICATOR WASHERS AT ALL S.C. BOLTS. 2 AUTOMATICALLY END WELDED. OPTION STEEL TO STEEL ASTM A325BOLTS 1 E70 ELECTRODESWELDS - - - E60 ELECTRODES (ROOF DECK ATTACHMENT ONLY) STEEL TO CONCRETE ASTM A307BOLTS 1 - - - HEADED SHEAR STUDS 2 'NELSON' DIVISION OF TRW HEADED CONCRETE ANCHORS (HCA) 2 DEFORMED BAR ANCHORS (DBA) 2 OR APPROVED EQUIVALENT OR APPROVED EQUIVALENT OR APPROVED EQUIVALENT 'NELSON' DIVISION OF TRW 'NELSON' DIVISION OF TRW STUD WALL BLOCKING / BRIDGING SHEATHING ATTACHMENT LOCATION TYPE COLD FORMED STEEL ALL INSTALLATION AND CONNECTIONS SHALL FOLLOW THE LATEST EDITION OF THE AISI GUIDELINE RECOMMENDATIONS. 800T150-54 TOP & BOT. TRACK CONTINUOUS METAL TRACKS 800S162-54 STUDSSTRUCTURAL & EXTERIOR STUD WALLS 1/8" FLARE WELD #8 'TEK' SCREWSALL METAL WALLS 6" O.C. #8 'TEK' SCREWSALL METAL ROOFS 6" O.C. STRUCTURAL MEMBERS DOUBLE STUDS AND HEADERS SIZE (U.N.O.) USE OR TYPE - - - 24" O.C. STUD SPACING (U.N.O.) (2) ROWS @ 24" O.C. CONT. L2x2 x 16GA. AT EXPOSED SOFFIT EDGES STITCH WELDED FULL LENGTH #10 SCREWSSCREWED BACK TO BACK 2" @ 12" O.C. MATCH STUD GAUGE MID WALL HEIGHT OR 8'-0" O.C. MAX. 4' - 0" O.C.LOAD BEARING & EXTERIOR WALLS NON LOAD BEARING WALLS ATTACHMENT TYPE ATTACHMENT SPACING STUD WALLS LOCATION REQUIREMENT ATTACHMENT OPTION FASTENER TYPE (U.N.O.) PANEL EDGE SPACING (U.N.O.) 12" O.C. 12" O.C. FIELD SPACING (U.N.O.) VERTICAL SPACINGGAUGE MATCH STUD GAUGE • FOR FASTENER LAYOUT AND TYPICAL NOTES, RE: • ALL EXTERIOR CFS WALLS ARE SHEARWALLS. BLOCK ALL PANEL EDGES AND PROVIDE PANEL EDGE ATTACHMENT. CONT. L2x2 x 16GA. AT EXPOSED SOFFIT EDGES • BRIDGING IS NOT REQUIRED IF BOTH SIDES OF THE WALLS ARE SHEATHED FULL HEIGHT. YIELD STRENGTH (MIN. / U.N.O.) TYPICAL C.F.S. STRUCTURAL MEMBERS Fy = 50 (ksi) LOCATION / USE OR TYPE CONNECTION TYPE CONNECTIONS LOCATION / USE OR TYPE WELD SIZE (MIN.) WELD TYPE (U.N.O.) STANDARD OR MFR. FOLLOW MFR. RECOMMENDATIONS- - - E60 ELECTRODESC.F.S. TO C.F.S.FILLET FLARE BEVEL HARDWARE WELDED (U.N.O.)1/16" 1/8" 'SIMPSON' OR EQUIVALENT- - -C.F.S. TO NON-C.F.S. STITCH WELDS: 2" @ 12" O.C. U.N.O. REMARKS CONNECTIONS DF#2STUDS, JOISTS, ETC.2x4 OR LARGER SHEATHING GRADE (U.N.O.)LOCATION / USE SIZE PANEL IDENTIFICATIONLOCATION / USE TYPEFASTENER COMMON NAILS LUMBER APA RATED PLYWOOD OR OSB EXP. 1ROOF SHEATHING WALL SHEATHING SAWN LUMBER NAILS • FOR CONNECTIONS OF 'SIMPSON' HARDWARE OR EQUIVALENT FOLLOW MANUFACTURERS RECOMMENDATIONS. PANEL TYPE CDX PLYWOOD OR OSB NOTES: 1. PROVIDE NOMIMAL PANEL THICKNESSES AS CALLED ON THE PLANS. 2. THE SMOOTH FACE OF PANELS SHALL BE EXPOSED AT ALL EXPOSED INTERIOR CONDITIONS. 3. THE SAME PANEL TYPES MUST BE USED AT ALL EXPOSED INTERIOR CONDITIONS. APA RATED PLYWOOD OR OSB EXP. 1CDX PLYWOOD OR OSB REINFORCING CONCRETE COVER ASTM A615DEFORMED BARS 60 WELDED WIRE FABRIC (WWF) ICC REPORT #2495 NOTES: 1. SPECIAL INSPECTION IS REQUIRED. PROVIDE SPECIAL INSPECTION TO MEET REQUIREMENTS OF LOCAL CODE. GENERAL CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE SPECIAL INSPECTOR PRIOR TO POURING CONCRETE. 2. INSTALL AND SECURE ANCHOR BOLTS, EMBED PLATES, ETC. WITHIN SPECIFIED TOLERANCES PRIOR TO CONCRETE PLACEMENT. LAP / COUPLER SPLICE CONCRETE TILT-UP PANELS REINFORCING STEEL STANDARDTYPE GRADE (ksi) ASTM A185 65 WELDABLE REINFORCING STEEL ASTM A706 60 PLAIN / SMOOTH BARS ASTM A615 60 DESCRIPTIONSPLICE TYPE DS BAR-LOCK COUPLER BY 'DAYTON SUPERIOR' REFERENCE TYPICAL LAP SPLICE COUPLER SPLICE DETAIL .LAP REINFORCING IN PLACE MINIMUM CONCRETE COVER OVER REINFORCEMENTLOCATION / USE OR TYPE 1 1/2" CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER 3" CONCRETE NOT EXPOSED TO EARTH OR WEATHER BEAMS AND COLUMNS: 3/4" 1 1/2" #5 AND SMALLER: #6 AND LARGER: 2" SLABS & WALLS: ALL CONCRETE TILT-UP WORK SHALL BE ESTABLISHED IN ACCORDANCE WITH ACI 301-99 CONTRACTOR'S RESPONSIBILITY DESCRIPTIONREQUIREMENT ADDITIONAL REINFORCEMENT DETAILED INDIVIDUAL PANEL PIECE DRAWINGS TEMPORARY BRACING OF PANELS UNTIL SECURED PERMANENTLY IS THE CONTRACTOR'S RESPONSIBILITY. • PLACE MECHANICAL CONNECTORS WHERE SHOWN. • REINFORCE OPENINGS THROUGH PANELS AS DETAILED. • SECURE ALL REINFORCING IN POSITION WITH CHAIRS BEFORE CONCRETE PLACEMENT. • APPLY AT LEAST TWO UNIFORM COATS OF BOND BREAKER ON THE CASTING SLAB. • MECHANICALLY VIBRATE THE STRUCTURAL PANEL WYTHE DURING CONCRETE PLACEMENT. • PROTECT AND CURE ALL CONCRETE SURFACES. • BEGIN CURING IMMEDIATELY AFTER FINISHING. PANELS ARE DESIGNED FOR SERVICE CONDITIONS. REINFORCEMENT FOR LIFTING STRESSES, HOIST POINTS, ETC OR STRONGBACKS, IF REQUIRED ARE THE CONTRACTOR'S RESPONSIBILITY. DRAWINGS INCLUDING ALL EMBEDMENT TYPES AND LOCATIONS, LIFTING INSERT TYPE AND LOCATIONS, BRACING INSERT TYPE AND LOCATIONS, ETC ARE THE CONTRACTOR'S RESPONSIBILITY AND MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL. TEMPORARY BRACING PRE-PANEL ERECTION REQUIREMENTCONDITION CONCRETE COMPRESSIVE STRENGTH LENGTH OF TIME PANEL CONCRETE CURED 3000 PSI (MIN.) (7) DAYS (MIN.) TWO CONDITIONS MUST BE SATISFIED BEFORE PANELS MAY BE ERECTED PANEL CONSTRUCTION ALL ANCHORS INTO CONCRETE MUST BE DESIGNED IN ACCORDANCE WITH ACI 318 APPENDIX D CRITERIA FOR CRACKED CONCRETE. LOCATION / USE - - -HILTI KWIK CON II* HILTI HY200*EPOXY ANCHORS ICC-ES REPORT ESR-3187 HILTI KWIK BOLT TZ*EXPANSION ANCHORS ICC-ES REPORT ESR-1917 HILTI HY270* ICC REPORT #4143 UNGROUTED CMU CELLS HILTI HY270 W/ HIT-IC INSERT ICC REPORT #4143 CONCRETE OR GROUTED CMU CELLS HILTI KWIK/HUS-EZ*ICC ESR-3027 AND ESR-3056 CONCRETE GROUTED CMU CELLS ANCHORS NOTES: 1. INSTALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. 2. ALTERNATE ANCHORS MAY BE SUBMITTED FOR APPROVAL. SUBMITTAL MUST INCLUDE APPLICABLE ICC REPORTS. TYPE ANCHOR (U.N.O.)REFERENCE * ALTERNATES ALLOWED PER NOTE #2 CONCRETE OR GROUTED CMU CELLS EPOXY ANCHORS EPOXY ANCHORS SCREW ANCHORS SCREW (USE ONLY WHERE SPECIFICALLY NOTED ON DETAILS) /5 S5.0 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S0 GENERAL STRUCTURAL NOTES DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 SHEET NUMBER SHEET S0 GENERAL STRUCTURAL NOTES S0.1 SPECIAL INSPECTION S1 FOUNDATION PLAN S1.1 FIRST FLOOR SHEARWALL PLAN S2 SECOND FLOOR FRAMING PLAN S2.1 SECOND FLOOR SHEARWALL PLAN S3.0 THIRD FLOOR FRAMING PLAN S3.1 THIRD FLOOR SHEARWALL PLAN S4.0 ROOF FRAMING PLAN S5.0 FOUNDATION DETAILS S5.1 FOUNDATION DETAILS S5.2 FOUNDATION DETAILS S6.0 FLOOR FRAMING DETAILS S6.1 FLOOR FRAMING DETAILS S6.2 FLOOR FRAMING DETAILS S7.0 ROOF FRAMING DETAILS S7.1 ROOF FRAMING DETAILS S8.0 STAIR FRAMING PLANS S8.1 STAIR FRAMING & DETAILS S9.0 CANOPY FRAMING S10.0 COMPOSITE TILT-UP PANEL WALL ELEVATIONS S10.1 TILT-UP PANEL DETAILS No. Description Date 3 UHI COMMENTS / CITY RESUBMITTAL 09.15.2022 3 3 09/27/2022 SPECIAL INSPECTION SPECIAL INSPECTION, MATERIAL TESTING & STRUCTURAL OBSERVATION ITEMS REQUIRED BY CHAPTER 17 OF THE IBC FOR ITEMS REQUIRING CONTINUOUS INSPECTION, A SPECIAL INSPECTOR MUST BE PRESENT ONSITE DURING THE PERFORMANCE OF THAT TASK. IN “PERIODIC” INSPECTIONS/TESTS SHALL BE PERFORMED PRIOR TO COMMENCING THE TASK, INTERMITTENTLY DURING THE TASK, AND AT THE COMPLETION OF THE TASK, UNLESS NOTED OTHERWISE. THE “DETAILED INSTRUCTIONS & FREQUENCY” PROVIDES A DESCRIPTION OF THE PRESUMED REQUIREMENTS FOR TASKS REQUIRING “PERIODIC” INSPECTIONS. SPECIAL INSPECTORS SHALL: • BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO PERFORMING ANY DUTIES. • PROVIDE PROOF OF LICENSURE AS A SPECIAL INSPECTOR IN THE PROJECT’S STATE FOR EACH TYPE OF INSPECTION. • INSPECTION REPORTS ARE TO MEET THE REQUIREMENTS OF THE BUILDING CODE AND LOCAL AHJ STANDARDS. • INSPECTION REPORTS ARE TO BE SUBMITTED TO THE ARCHITECT, ENGINEER, OWNER/PROJECT MANAGER, AHJ PROJECT MANAGER, AND THE STATE BUILDING OFFICIAL WITHIN 48 HOURS OF PERFORMING INSPECTIONS. • A FINAL INSPECTION REPORT SHALL BE SUBMITTED FOLLOWING COMPLETION OF THE PROJECT DOCUMENTING THE TYPES OF SPECIAL INSPECTIONS PERFORMED AND A STATEMENT INDICATING THAT THE STRUCTURE IS IN COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND APPLICABLE CODES. ASSUMED MANPOWER FOR SPECIAL INSPECTION ITEMS, TO BE DISCUSSED AND VERIFIED WITH OWNER: • THE SAME INDIVIDUAL INSPECTORS SHALL BE USED FOR THE PROJECT TO MAINTAIN CONTINUITY WITHIN THE PROJECT. ○ SPECIAL INSPECTION AGENCY SHALL BE RESPONSIBLE FOR PROVIDING THE COORDINATION OF PERSONNEL ACCEPTABLE TO OWNER • FOR REMOTE SITES, THE SPECIAL INSPECTORS SHOULD BE LICENSED IN MULTIPLE DISCIPLINES FOR SPECIAL INSPECTION IN ORDER TO LIMIT THE NUMBER IN INDIVIDUALS TRAVELING TO THE PROJECT SITE. FABRICATORS YES NO APPROVED FABRICATOR UNAPPROVED FABRICATOR X REQUIRED IN-PLANT INSPECTIONS YES NO STEEL CONSTRUCTION CONCRETE CONSTRUCTION COLD-FORMED CONSTRUCTION WOOD CONSTRUCTION STRUCTURAL STEEL ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES PRIOR TO WELDING: VERIFY WELDING PROCEDURES (WPS) AND CONSUMABLE CERTIFICATES X MATERIAL IDENTIFICATION X VERIFY TYPE AND GRADE OF MATERIAL. WELDER IDENTIFICATION X A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. FIT-UP GROOVE WELDS X VERIFY JOINT PREPARATION, DIMENSIONS, CLEANLINESS, TACKING, AND BACKING. ACCESS HOLES X VERIFY CONFIGURATION AND FINISH. FIT-UP OF FILLET WELDS X VERIFY ALIGNMENT, GAPS AT ROOT, CLEANLINESS OF STEEL SURFACES, AND TACK WELD QUALITY AND LOCATION. DURING WELDING: USE OF QUALIFIED WELDERS X VERIFY THAT WELDERS ARE APPROPRIATELY QUALIFIED. CONTROL AND HANDLING OF WELDING CONSUMABLES X VERIFY PACKAGING AND EXPOSURE CONTROL. CRACKED TACK WELDS X VERIFY THAT WELDING DOES NOT OCCUR OVER CRACKED TACK WELDS. ENVIRONMENTAL CONDITIONS X VERIFY WIN SPEED IS WITHIN LIMITS AS WELL AS PRECIPITATION AND TEMPERATURE. WPS FOLLOWED X VERIFY ITEMS SUCH AS SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED, WELDING MATERIALS, SHIELDING GAS TYPE/FLOW RATE, PREHEAT APPLIED, INTERPASS TEMPERATURE MAINTAINED, AND PROPER POSITION. WELDING TECHNIQUES X VERIFY INTERPASS AND FINAL CLEANING, EACH PASS IS WITHIN PROFILE LIMITATIONS, AND QUALITY OF EACH PASS. AFTER WELDING: WELDS CLEANED X VERIFY THAT WELDS HAVE BEEN PROPERLY CLEANED. SIZE, LENGTH, AND LOCATION OF WELDS X WELDS MEET VISUAL ACCEPTANCE CRITERIA X ARC STRIKES X K-AREA X BACKING & WELD TABS REMOVED X REPAIR ACTIVITIES X DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT/MEMBER X NONDESTRUCTIVE TESTING: CJP WELDS (RISK CAT. II)X ULTRASONIC TESTING SHALL BE PERFORMED ON 10% OF CJP GROOVE WELDS IN BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING IN MATERIALS 5/16-INCH THICK OR GREATER. TESTING RATE MUST BE INCREASED IF > 5% OF WELDS TESTED HAVE UNACCEPTABLE DEFECTS. CJP WELDS (RISK CAT. III OR IV)X A REDUCTION IN THE RATE OF ULTRASONIC TESTING IS ALLOWED PER SECTION N5.5E. ACCESS HOLES (FLANGE > 2”)X WELDED JOINTS SUBJECT TO FATIGUE X PRIOR TO BOLTING (AISC 360): ►NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED. CERTIFICATIONS OF FASTENERS X FASTENERS MARKED X VERIFY THAT FASTENERS HAVE BEEN MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS. PROPER FASTENERS FOR JOINT X VERIFY GRADE, TYPE, AND BOLT LENGTH IF THREADS ARE EXCLUDED FROM THE SHEAR PLANE. PROPER BOLTING PROCEDURE X VERIFY PROPER PROCEDURE IS USED FOR THE JOINT DETAIL. CONNECTING ELEMENTS X VERIFY APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET REQUIREMENTS. PRE-INSTALLATION VERIFICATION TESTING X OBSERVE AND DOCUMENT VERIFICATION TESTING BY INSTALLATION PERSONNEL FOR FASTENER ASSEMBLIES AND METHODS USED. PROPER STORAGE X VERIFY PROPER STORAGE OF BOLTS, NUTS, WASHERS, AND OTHER FASTENER COMPONENTS. DURING BOLTING: ►NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED. ►NOT REQUIRED FOR PRETENSIONED JOINTS USING TURN-OF-THE-NUT METHOD WITH MATCH-MARKING, DIRECT-TENSION-INDICATORS, OR TWIST-OFF TYPE TENSION CONTROL METHOD. FASTENER ASSEMBLIES X VERIFY THAT FASTENER ASSEMBLIES ARE OF SUITABLE CONDITION, PACED IN ALL HOLES, AND WASHERS ARE POSITIONED AS REQUIRED. SNUG-TIGHT PRIOR TO PRETENSIONING X VERIFY THAT JOINTS ARE BROUGHT TO SNUG-TIGHT CONDITION PRIOR TO PRETENSIONING OPERATION. FASTENER COMPONENT X VERIFY THAT FASTENER COMPONENT IS NOT TURNED BY WRENCH PREVENTED FROM ROTATING. PRETENSIONED FASTENERS X VERIFY THAT FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES. AFTER BOLTING: DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS X STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL CONCRETE CONSTRUCTION POST-INSTALLED ANCHORS OR DOWELS X ALL POST-INSTALLED ANCHORS/DOWELS SHALL BE SPECIALLY INSPECTED AS REQUIRED BY THE APPROVED ICC-ES REPORT. MASONRY CONSTRUCTION PRIOR TO CONSTRUCTION: REVIEW MATERIAL CERTIFICATES, MIX DESIGNS, TEST RESULTS AND CONSTRUCTION PROCEDURES X VERIFY THAT MATERIALS CONFORM TO THE REQUIREMENTS OF THE APPROVED CONSTRUCTION DOCUMENTS. MIX DESIGN, TEST RESULTS, MATERIAL CERTIFICATES, AND CONSTRUCTION PROCEDURES SHOULD BE SUBMITTED FOR REVIEW. MORTAR MIX DESIGNS SHALL CONFORM TO ASTM C 270 WHILE GROUT SHALL CONFORM TO ASTM C 476. MATERIAL CERTIFICATES SHALL BE PROVIDED FOR THE FOLLOWING: REINFORCEMENT; ANCHORS, TIES, FASTENERS, AND METAL ACCESSORIES; MASONRY UNITS; MORTAR AND GROUT MATERIALS. CONSTRUCTION PROCEDURES FOR COLD-WEATHER OR HOT-WEATHER CONSTRUCTION SHALL BE REVIEWED. AS CONSTRUCTION BEGINS: PROPORTIONS OF SITE-PREPARED MORTAR X VERIFY THAT MORTAR IS OF THE TYPE AND COLOR SPECIFIED ON THE CONSTRUCTION DOCUMENTS, THAT IT CONFORMS TO ASTM C 270, AND THAT IT IS MIXED IN ACCORDANCE WITH TMS-402. CONSTRUCTION OF MORTAR JOINTS X VERIFY THAT MORTAR JOINTS COMPLY WITH TMS-402. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES X VERIFY THAT PRESTRESSING TENDONS, ANCHORAGES, COUPLERS, AND END BLOCKS COMPLY WITH COMPLY WITH TMS-402. LOCATION OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGES X VERIFY THAT REINFORCEMENT AND PRESTRESSING TENDONS ARE PLACED IN ACCORDANCE WITH TMS-402. PRESTRESSING TECHNIQUE X VERIFY THAT PRESTRESSING TECHNIQUE COMPLIES WITH TMS-402. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X VERIFY THAT MORTAR COMPLIES WITH TMS-402. SOILS CONSTRUCTION VERIFY SUBGRADE IS ADEQUATE TO ACHIEVE DESIGN BEARING CAPACITY X PRIOR TO PLACEMENT OF CONCRETE. VERIFY EXCAVATIONS EXTEND TO PROPER DEPTH AND MATERIAL PRIOR TO PLACEMENT OF COMPACTED FILL OR CONCRETE. VERIFY THAT SUBGRADE HAS BEEN APPROPRIATELY PREPARED PRIOR TO PLACING COMPACTED FILL PRIOR TO PLACEMENT OF COMPACTED FILL. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS ALL MATERIALS SHALL BE CHECKED AT EACH LIFT FOR PROPER CLASSIFICATIONS AND GRADATIONS NOT LESS THAN ONCE FOR EACH 10,000FT² OF SURFACE AREA. VERIFY PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION X ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS AND FREQUENCIES X X X X X YES NO X YES NO X X PERIODIC INSPECTION FOR: SINGLE PASS FILLET WELDS <= 5/16" 1. SPECIAL INSPECTIONS DESCRIBED HEREIN WILL BE PERFORMED UNDER SEPARATE CONTRACT BY AN APPROVED AGENCY RETAINED BY THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE REGISTERED DESIGN PROFESSIONAL APPRAISED OF WORK PROGRESS AS IT PERTAINS TO SPECIAL INSPECTIONS AND ENSURING THAT NO WORK REQUIRING SPECIAL INSPECTION IS CONCEALED BEFORE SPECIAL INSPECTIONS WITH ACCEPTABLE RESULTS OCCUR. 2. SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL (WHEN REQUIRED), AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. SPECIAL INSPECTIONS WELDING OF REINFORCING STEEL: VERIFICATION OF WELDABILITY X VERIFY WELDABILITY OF REINFORCING STEEL BASED UPON CARBON EQUIVALENT AND IN ACCORDANCE WITH AWS D1.4. REINFORCING STEEL IN INTERMEDIATE OR SPECIAL MOMENT FAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS X SHEAR REINFORCEMENT X OTHER REINFORCING STEEL X VISUALLY INSPECT ALL WELDS IN ACCORDANCE WITH AWS D1.4. COLD-FORMED STEEL CONSTRUCTION: WIND-FORCE-RESISTING SYSTEMS OR SEISMIC-FORCE-RESISTING SYSTEMS X PERIODIC INSPECTIONS OF WELDING OPERATIONS. IF FASTENER SPACING IS < 4” O.C.: VERIFY THAT PROPER SCREW ATTACHMENT, BOLTING, ANCHORING AND OTHER FASTENING OF SHEAR WALLS, DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS AND HOLDOWNS HAS OCCURRED. PERFORMED BY CODE INSPECTION FIRM. OTHER STEEL INSPECTIONS: STRUCTURAL STEEL DETAILS X ALL FABRICATED STEEL OR STEEL FRAMES SHALL BE INSPECTED TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN IN THE CONSTRUCTION DOCUMENTS, SUCH AS BRACES, STIFFENERS, MEMBER LOCATIONS, AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL X SHALL BE ON THE PREMISES DURING THE PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS. VERIFY THE DIAMETER, GRADE, TYPE, AND LENGTH OF THE ANCHOR ROD OR EMBEDDED ITEM, AND THE EXTENT OR DEPTH OF EMBEDMENT PRIOR TO PLACEMENT OF CONCRETE. REDUCED BEAM SECTIONS (RBS)X VERIFY CONTOUR AND FINISH AS WELL AS DIMENSIONAL TOLERANCES (AISC 341). PROTECTED ZONES X VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS ARE MADE WITHIN THE PROTECTED ZONE (AISC 341). H-PILES X VERIFY THAT NO HOLES OR UNAPPROVED ATTACHMENTS OCCUR WITHIN THE PROTECTED ZONES OF PILING (AISC 341). STEEL ELEMENTS OF COMPOSITE CONSTRUCTION: PLACEMENT AND INSTALLATION OF STEEL DECK X PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS X DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS X REINFORCING STEEL X VERIFY APPROPRIATE REINFORCEMENT SIZE, SPACING, AND ORIENTATION; THAT IT HAS NOT BEEN RE-BENT IN FIELD; THAT IT IS CORRECTLY TIED AND SUPPORTED; AND THAT REQUIRED STEEL CLEARANCES HAVE BEEN PROVIDED. STEEL ROOF AND FLOOR DECKS: MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK X CONFIRM THAT IDENTIFICATION MARKINGS ARE PROVIDED TO CONFORM TO ASTM STANDARDS SPECIFIED ON CONSTRUCTION DOCUMENTS. FLOOR AND ROOF DECK WELDS X VISUAL INSPECTION IS REQUIRED TO CONFIRM THAT WELD MEETS ACCEPTANCE CRITERIA OF AWS D1.3. WELDER QUALIFICATIONS SHOULD ALSO BE VERIFIED. STRUCTURAL STEEL PRIOR TO GROUTING: GROUT SPACE X VERIFY THAT GROUT SPACE IS FREE OF MORTAR DROPPINGS, DEBRIS, LOOSE AGGREGATE, AND OTHER DELETERIOUS MATERIALS AND THAT CLEANOUTS ARE PROVIDED PER TMS-402. CONTINUOUS INSPECTION IS REQUIRED FOR RISK CATEGORY IV BUILDINGS. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGES X VERIFY THAT REINFORCEMENT, JOINT REINFORCEMENT, WALL TIES, ANCHOR BOLTS AND VENEER ANCHORS COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS AND TMS 402. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGES X VERIFY THAT REINFORCEMENT, JOINT REINFORCEMENT, WALL TIES, ANCHOR BOLTS AND VENEER ANCHORS ARE INSTALLED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND TMS 402. CONTINUOUS INSPECTION IS REQUIRED FOR RISK CATEGORY IV BUILDINGS. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS X VERIFY THAT GROUT IS PROPORTIONED PER ASTM C 476 AND HAS A SLUMP BETWEEN 8-11 INCHES. SELF-CONSOLIDATED GROUT SHALL NOT BE PROPORTIONED ONSITE (SEE TMS 402). CONTINUOUS INSPECTION IS REQUIRED FOR RISK CATEGORY IV BUILDINGS. CONSTRUCTION OF MORTAR JOINTS X VERIFY THAT MORTAR JOINTS ARE PLACED IN ACCORDANCE WITH TMS 402. DURING MASONRY CONSTRUCTION: SIZE AND LOCATION OF STRUCTURAL ELEMENTS X VERIFY THE LOCATIONS OF STRUCTURAL ELEMENTS WITH RESPECT TO THE APPROVED PLANS AND CONFIRM THAT TOLERANCES MEET THE REQUIREMENTS OF TMS 402. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION. X VERIFY THAT CORRECT ANCHORAGES AND CONNECTIONS ARE PROVIDED PER THE APPROVED PLANS AND TMS 402. CONTINUOUS INSPECTION IS REQUIRED FOR RISK CATEGORY IV BUILDINGS. WELDING OF REINFORCEMENT X PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (<40°F) OR HOT WEATHER (>90°F). X VERIFY THAT COLD-WEATHER CONSTRUCTION IS PERFORMED IN ACCORDANCE WITH ARTICLE 1.8 C OF TMS 602/ACI 530.1-11 AND HOT WEATHER CONSTRUCTION PER ARTICLE 1.8 D OF TMS 602/ACI 530.1-11. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE X PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCE X PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED MORTAR JOINTS X VERIFY THAT MORTAR IS PLACED IN ACCORDANCE WITH TMS-402. OBSERVATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS X CONFIRM THAT SPECIMENS/PRISMS ARE PERFORMED AS REQUIRED BY TMS-402. CONTINUOUS INSPECTION IS REQUIRED FOR RISK CATEGORY IV BUILDINGS. MINIMUM MASONRY TESTING: VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) FOR SELF-CONSOLIDATING GROUT X COMPRESSIVE STRENGTH TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM C 1019 FOR SLUMP FLOW AND ASTM C 1611 FOR VSI. VERIFICATION OF F’M AND F’AAC X DETERMINE THE COMPRESSIVE STRENGTH FOR EACH WYTHE BY THE “UNIT STRENGTH METHOD” OR BY THE “PRISM TEST METHOD” AS SPECIFIED IN TMS 402 PRIOR TO CONSTRUCTION. FOR RISK CATEGORY IV BUILDINGS THIS SHOULD BE VERIFIED AT EVERY 5,000FT² OF CONSTRUCTION. VERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED OR PRE-BLENDED MORTAR AND GROUT X VERIFY THAT PROPORTIONS FOR MORTAR MEET ASTM C 270 AND PROPORTIONS FOR GROUT MEET ASTM C 476. THIS APPLIES TO RISK CATEGORY IV BUILDINGS ONLY. CONTINUOUS PERIODIC 1. SPECIAL INSPECTIONS DESCRIBED HEREIN WILL BE PERFORMED UNDER SEPARATE CONTRACT BY AN APPROVED AGENCY RETAINED BY THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE REGISTERED DESIGN PROFESSIONAL APPRAISED OF WORK PROGRESS AS IT PERTAINS TO SPECIAL INSPECTIONS AND ENSURING THAT NO WORK REQUIRING SPECIAL INSPECTION IS CONCEALED BEFORE SPECIAL INSPECTIONS WITH ACCEPTABLE RESULTS OCCUR. 2. SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL (WHEN REQUIRED), AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. 3. SPECIAL INSPECTOR SHALL BE IDENTIFIED PER IBC SECTION 1704.2.1.SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S0.1 SPECIAL INSPECTION DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 No. Description Date 3 UHI COMMENTS / CITY RESUBMITTAL 09.15.2022 3 09/27/2022 7'-0" 8' - 0 " SHOWROOM 100 OFFICE 101 BREAKROOM 102 R&D AREA 104 STAIR 1 120 RESTROOM 106 REFUSE 105 STORAGE 111 STAIR 2 121 LOBBY 110 EQUIPMENT ELEVATOR 109 COMM MOP/ 108 SELF-STORAGE 112 RM FIRE RISER 107 ELEVATORRESTROOM 103 UP SWS. S RE-USE AREA 10 x 1 5 10 x 1 0 5x 5 5x 1 0 AD A d o o r C. S . counter placement and orientation per retail group 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 AA BB CC DD EE 30 ' - 6 " 35 ' - 6 " 0" 0"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 6"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 6"0" 218' - 0" 66 ' - 0 " 298' - 0" 13 1 ' - 0 " 35 ' - 6 " 29 ' - 6 " 30 ' - 6 " 35 ' - 6 "HSS8X8X3/835 ' - 6 " 29 ' - 6 " 298' - 0" F12.5 LOAD BEARING WALLS, TYP.HSS4x4x1/4W3HSS6x6x1/4F7HSS6x6x1/4F7HSS4x4x1/4F5HSS4x4x1/4F4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/426 ' - 9 " 27 ' - 9 " 3 1 / 2 " F11HSS6x6x1/2F11HSS6x6x1/2HSS6x6x1/4F7HSS6x6x1/4F7HSS6x6x1/4F7HSS6x6x1/4F7HSS6x6x1/4F7HSS6x6x1/4F7HSS6x6x1/4F7HSS6x6x1/4F7 F11HSS6x6x1/2F8 F7 F7 S10.0 1 S10.0 2 S10.0 3 S10.0 4 S10.0 5 S10.0 6 80' - 0" 5 1 / 2 " 1' - 11 1/2" W3W3 10' - 4"HSS6x6x1/2F9HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4F8HSS6x6x1/4F7 2' - 6" B 9"19' - 9"26' - 9"8' - 0" 10 ' - 9 " 5' - 0 " 33 ' - 9 1 / 2 " 6' - 3 3 / 8 " 10 ' - 2 1 / 4 " B.9B.9HSS6x6x1/4F7HSS6x6x1/4F8 10' - 0"HSS6x6x1/2F11 4' - 9"5' - 3" 18 ' - 1 1 1 / 2 " 16 ' - 3 1 / 2 " F6F6 16 ' - 3 1 / 2 " 5 S5.1 2 S5.1 6 S5.1 2 S5.1 2 S5.1 2 S5.1 2 S5.1 8 S5.1 S8.0 6 2 S5.1 6 S5.1S8.0 5 5 S5.1 2 S5.1 6 S5.1 1 S5.2 TYP 3 S5.2 2 S5.2 TYP @ INT. 10 S5.1 TYP 2 S5.1 8 S5.1 TYP TYP W2.5 W2.5 W2.5W2.5 W2.5 W2.5 W2.5 5 S5.1 99' - 0" 98' - 0" T.O.F. TYPHSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4F6 F6 7' - 3 1/4"2' - 8 3/4" FOUNDATION NOTES 1. VERIFY/COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ALL WALL CONSTRUCTION TYPES AND TOP OF WALL ELEVATIONS. 2. COORDINATE EXTERIOR SLABS, GRADES, ETC. WITH ARCHITECTURAL AND CIVIL DRAWINGS. ALL LANDINGS SHALL BE SLOPED IN THE DIRECTION SHOWN AT A SLOPE NO GREATER THAN 1:48 (2%), UNLESS OTHERWISE NOTED. SLOPE FINISH GRADE DOWNWARD AND AWAY FROM STRUCTURE AT A SLOPE NO GREATER THAN 1:48 (2%) FOR A MINIMUM OF FIVE FEET UNLESS OTHERWISE DIRECTED BY A GEOTECHNICAL REPORT OR REQUIRED BY CODE. 3. FOR ALL UTILITIES RUNNING ALONG SIDE OR PENETRATING THROUGH FOUNDATION WALLS, RE: . 4. FOOTING STEP (F.S.) LOCATIONS INDICATED THIS SHEET, RE: . 5. PROVIDE CORNER BARS AT FOUNDATION WALLS AND FOOTINGS AND PROVIDE ADDITIONAL VERTICAL DOWELS AT JAMBS, CORNERS, INTERSECTIONS AND FREE ENDS, RE: , , & 6. PROVIDE STANDARD LAP AT ALL CONCRETE SLAB-ON-GRADE W.W.F. EDGES, RE: . 7. PROVIDE ADDITIONAL CONCRETE SLAB-ON-GRADE REINFORCING AT ALL RE-ENTRANT CORNERS, SLAB PENETRATIONS AND DISCONTINUOUS CONTROL JOINTS, RE: . COORDINATE ALL LOCATIONS OF DISCONTINUOUS CONTROL JOINTS WITH ARCH. 8. INTERIOR CONCRETE SLAB-ON-GRADE CONTROL JOINTS SHALL BE 15'-0" O.C. MAX., U.N.O. FOR CONTROL JOINT LAYOUT, RE: ARCH. & PLAN. 9. ALL MASONRY FLUSH WALL PILASTERS/COLUMNS SHALL BE THE WIDTH OF THE WALL AND 16" LONG MINIMUM (TWO CELL) WITH (2) ADDITIONAL VERTICAL BARS PER CELL, GROUT ALL CELLS WITH REINFORCING SOLID. 10. ANCHOR EQUIPMENT WEIGHING OVER 400 LBS. AGAINST SEISMIC FORCES. ANCHOR STANDBY GENERATOR AND WATER TANKS TO CONCRETE SLAB WITH 1/2" x 3 1/2" EMBED EXPANSION ANCHORS (3 MINIMUM). 11. COORDINATE ALL RETAINING AND SITE WALL DETAILS AND LOCATIONS WITH THE ARCHITECTURAL DRAWINGS. 12. DO NOT BACKFILL BEHIND ANY FOUNDATION WALL UNTIL THE UPPER SLAB, THE LOWER SLAB-ON-GRADE, AND THE FOUNDATION WALL HAS BEEN FULLY POURED AND IN PLACE FOR AT LEAST 7 DAYS. /1 S5.0 /2 S5.0 /8 S5.0 /9 S5.0 /10 S5.0 /4 S5.0 /5 S5.0 TILT-UP PANEL NOTES 1. 5-1/2" THICK (2x6 FORM) WITH REINFORCING PER ASSEMBLY DETAILS, RE: S10 SHEET SERIES FOR TILT PANEL LAYOUT, ELEVATIONS, REINFORCING, DETAILING, ETC. PAD FOOTING SCHEDULE NOTES: 1. ALL FOOTINGS SHALL BE CENTERED WITH COLUMNS IN EACH DIRECTION, U.N.O. 2. TOP OF INTEGRAL PAD & WALL FOOTINGS SHALL MATCH AS APPLICABLE, TYP. WX XX MARK: INDICATES FOOTING TYPE INDICATES FOUNDATION WALL TYPE WALL FOOTING SCHEDULE /6 S5.1 /1 S5.2OR /6 S5.1 /1 S5.2OR /6 S5.1 /1 S5.2OR /6 S5.1 /1 S5.2OR /6 S5.1 /1 S5.2OR /6 S5.1 /1 S5.2OR /6 S5.1 /1 S5.2OR /6 S5.1 /1 S5.2OR /6 S5.1 /1 S5.2OR SLAB SCHEDULE MARK THICKNESS REINFORCEMENT SUBBASE A 4" CONC. SLAB #3 REBAR @ 18" O.C. E.W.6 MIL POLY VAPOR BARRIER OVER 4" OF 3/4" MINUS CRUSHED AGGREGATE BASE B 8" CONC. SLAB #4 REBAR @ 12" O.C. E.W. OR #5 REBAR @ 16" O.C. E.W. 6 MIL POLY VAPOR BARRIER OVER 4" OF 3/4" MINUS CRUSHED AGGREGATE BASE INTERIOR LOAD BEARING C.F.S. WALL STUD SCHEDULE 3RD FLOOR WALL LEVEL WALL STUD SIZE & SPC'G 2ND FLOOR 1ST FLOOR BOT. & TOP PL/TRACK (2) 4TH FLOOR 4CS2.5X059 C.F.S. @ 60" O.C. OR 600S162-68 @ 24" O.C. 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) BLOCKING/BRIDGING/BRACING MID-HEIGHT (POSTS SHALL ALIGN W/ PURLINS ABOVE) 4CS2.5X059 C.F.S. @ 30" O.C. OR 600S162-68 @ 24" O.C. 4CS2.5X059 C.F.S. @ 15" O.C. OR 600S162-68 @ 16" O.C. 4CS2.5X059 C.F.S. @ 10" O.C. OR 600S162-68 @ 12" O.C. MID-HEIGHT MID-HEIGHT QUARTER POINTS (3 LOCATIONS) NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS. CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS TO 4X4 BENT PL AT WEB. CONNECT 4X4 TO SLAB W/ (2) GAS DRIVEN PINS PER PLANS. EXTERIOR WALL STUD, HORIZONTAL GIRT & IMP SCHEDULE 3RD FLOOR WALL LEVEL MAX. IMP WALL SHT'G VERTICAL SPAN (5) 2ND FLOOR 1ST FLOOR WALL GIRTS (4,5) (HORIZ) (2) 550S162-68 BOXED OR 6ZS2.25X085 1ST GIRT 8'-0" A.F.F. (2) 550S162-54 BOXED OR 6ZS2.25X059 1ST GIRT 8'-0" A.F.F. (2) 550S162-54 BOXED OR 6ZS2.25X059 1ST GIRT 8'-0" A.F.F. BOT. & TOP PL/TRACK (6) 4TH FLOOR (2) 550S162-68 BOXED OR 6ZS2.25X085 1ST GIRT 8'-0" A.F.F. NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. ALL GIRTS SHALL BE PAINTED TO MATCH INSIDE FACE OF IMP. 2. CONTRACTOR TO COORDINATE IMP SHT'G GAGE & FASTNER REQUIREMENTS FOR MAX IMP WALL SHT'G SPAN INDICATED ABOVE. IMP SHT'G SPAN ABOVE IS BASED ON FASTNERS AT SIDE JOINTS & 12" O.C. IN BETWEEN (FP3 PATTERN). 3. WALL GIRTS SPAN FROM HSS TO HSS POST OR C.F.S. TO C.F.S. POST IN EXTERIOR WALLS. 4. WALL GIRT SPACING SHALL MATCH MAX IMP WALL SHT'G SPAN. AT ROOF ABOVE, INSTALL GIRTS AS REQUIRED SO SHT'G SPAN IS EQUAL TO OR LESS THAN TABLE ABOVE WHEN USING "Z" ZEE GIRTS, INSTALL OUTSIDE TOE UP. USE DBL STUD "S" GIRT AT ALL HEADER CONDITIONS. 5. WHEN SHT'G SPAN ABOVE MEETS OR EXCEEDS FL. TO FL. HEIGHT, IMP WALL SHT'G SHALL SPAN FROM FLR. TO FLR. IN THIS CASE, WALL GIRT SHOWN SHALL BE ONLY INSTALLED AT TOP OF DOORS AND WINDOWS WHERE THEY OCCUR. USE TYP. BOT. PL. AT TOP OF FLOOR & UNDERSIDE OF DECK ABOVE. 6. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS. CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS TO BENT PL AT WEB. CONNECT BENT PLATE TO SLAB W/ GAS DRIVEN PINS PER SCHEDULE. 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) (2)600S200-68 @ 10' - 0" O.C. BOXED WALL JAMB POST (VERT)WALL GIRTS TO POST (2)600S200-68 @ 10' - 0" O.C. BOXED (2)600S200-68 @ 10' - 0" O.C. BOXED 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG (2)600S200-68 @ 10' - 0" O.C. BOXED 12' - 8" LOW SIDE 15' - 1" HIGH SIDE 10' - 8" 12' - 6" 12' - 8" LOW SIDE 15' - 1" HIGH SIDE MARK SIZE REINFORCING W2.5 2'-6" x 30" x CONT. (3) #5 CONT. T&B W3 3' - 0" x 12" x CONT. (3) #5 CONT. 3/32" = 1'-0" FOUNDATION PLAN SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S1 FOUNDATION PLAN DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 MARK SIZE REINFORCING DETAIL U.N.O. F3 3' -0" x 3' -0" x 12" DP. #5 @ 12" O.C., EA. WAY F4 4' -0" x 4' -0" x 12" DP. #5 @ 12" O.C., EA. WAY F5 5' -0" x 5' -0" x 12" DP. #5 @ 12" O.C., EA. WAY F6 6' -0" x 6' -0" x 14" DP. #5 @ 12" O.C., EA. WAY F7 7' -0" x 7' -0" x 14" DP. #5 @ 10" O.C., EA. WAY F8 8' -0" x 8' -0" x 14" DP. #5 @ 10" O.C., EA. WAY F9 9' -0" x 9' -0" x 16" DP. #5 @ 8" O.C., EA. WAY F11 11' -0" x 11' -0" x 24" DP. #5 @ 6" O.C., EA. WAY F12.5 12' -6" x 12' -6" x 24" DP. #5 @ 6" O.C., EA. WAY No . D e s c r i p t i o n Date 1 U P D A T ES / C I T Y S U B M IT T A L 08.16.22 1 1 1 09/27/2022 7'-0" 8' - 0 " SHOWROOM 100 OFFICE 101 BREAKROOM 102 R&D AREA 104 STAIR 1 120 RESTROOM 106 REFUSE 105 STORAGE 111 STAIR 2 121 LOBBY 110 EQUIPMENT ELEVATOR 109 COMM MOP/ 108 SELF-STORAGE RM FIRE RISER 107 ELEVATORRESTROOM 103 UP SWS. S RE-USE AREA 10 x 1 5 10 x 1 0 5x 5 5x 1 0 AD A d o o r C. S . counter placement and orientation per retail group 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 AA BB CC DD EE 0" 35 ' - 6 " 29 ' - 6 " 30 ' - 6 " 35 ' - 6 " 0" 0"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 6"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 6"0" 298' - 0" 13 1 ' - 0 " 0" 35 ' - 6 " 29 ' - 6 " 30 ' - 6 " 35 ' - 6 " 0" 80' - 0"218' - 0" D D D D D A X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 C C C C C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C C C C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C C C C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 X1 S/HDU2 C C C C C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C C C C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C C C C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C C C C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C C C C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C C C C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 C C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 C C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 C C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C C S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 C C S/HDU2 S/HDU2 S/HDU2 X4 S/HDU2 S/HDU2S/HDU2 B.9B.9 SHEARWALL SCHEDULE B MARK C A NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. PROVIDE A MIN OF (4) ADD'L GAS DRIVEN PINS AT THE END OF ALL SHEARWALLS U.N.O., WHEN HOLDOWN IS CALLED OUT AT THE END OF A SHEARWALL, NO ADD'L PINS REQUIRED. 3. SIDELAP ATTACHMENT OCCURS OVER PANEL LENGTH W/ ADDITIONAL FASTER AT EA. WALL STUD. SHEATHING 29 GA. P.B.U. SPANNING HORZ. 29 GA. P.B.U. SPANNING HORZ. 24 GA. P.B.U. SPANNING HORZ. END SUPPORTS #12 @ 6" O.C. #12 @ 6" O.C. #12 @ 6" O.C. INTERMEDIATE SUPPORTS #12 @ 12" O.C. #12 @ 12" O.C. #12 @ 12" O.C. SIDELAP #12 @ 20" O.C. WALL INFORMATION PANEL FASTENER/SCREW SIZE & SPC'G X-BRACED WALL SCHEDULE X2 MARK X1 BOT. & TOP PL TO CONCRETE (2) X3 NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. PROVIDE A MIN. OF (4) GAS DRIVEN PINS EQUALLY SPACED AT THE END OF ALL SHEARWALLS U.O.N. WHEN HOLDOWN (HD#) IS CALLED OUT AT THE END OF A SHEARWALL, PROVIDE HOLDOWN IN LIEU OF ADDITIONAL PINS. STRAP & PL 1 1/2" WIDE 18 GA STRAP, 18 GA PL STRAP TO PLATE (5) - #12 PLATE TO STUD PLATE TO TRACK WALL INFORMATION PANEL FASTENER/SCREW SIZE & SPC'G FRAMING INFORMATION 6" WIDE 18 GA STRAP, 18 GA PL 8" WIDE 18 GA STRAP, 18 GA PL (20) - #12 (26) - #12 (4) - #12 (14) - #12 (19) - #12 (4) - #12 (14) - #12 (19) - #12 HOLDOWN SCHEDULE NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. ALL HOLDOWNS TO BE SIMPSON STRONG TIE. IF HOLDOWN IS DISCONTINUED, PROVIDE HOLDOWN W/ AN EQUIVALENT CAPACITY. INSTALL ALL HOLDOWNS IN STRICT ACCORDANCE W/ MANUFACTURES INSTRUCTIONS. 3. ALL ANCHORS SHALL BE CAST-IN-PLACE U.N.O. ON PLANS. 4. ALL HOLDOWNS INSTALLED ABOVE A SLAB ON DECK SHALL HAVE THE SAME HOLDOWN INSTALLED AT SLAB UNDERSIDE. TYPE S/HDU2 CS16 STRAP NOTES (SEE SHEARWALL PLAN AND SCHEDULE FOR ADDITIONAL REQUIREMENTS) 1 - POST (18 GA MIN.) AT EACH END OF SHEARWALL. USE 5/8" Ø CAST-IN -PLACE ANCHOR. PROVIDE 5" EMBEDMENT AT SLAB ON GROUND OR FOUNDATION WALL. 1 - POST (18 GA MIN.) AT EACH END OF SHEAR/BRACE WALL. CONNECT TO STUD WALL ABOVE AND BELOW W/ (6) #10 SCREWS EACH. CONTINUE STRAP TO WALL BELOW. AT TILT-UP CONCRETE WALL CONNECT TO WALL W/ GAS DRIVEN PINS. (2) ROWS OF GAS DRIVEN PINS AT 12" O.C. STAGGERED W/ 3/4" MIN EMBED (2) ROWS OF GAS DRIVEN PINS AT 12" O.C. STAGGERED W/ 3/4" MIN EMBED (2) ROWS OF GAS DRIVEN PINS AT 4" O.C. STAGGERED W/ 3/4" MIN EMBED (2) ROWS OF GAS DRIVEN PINS AT 30" O.C. STAGGERED W/ 3/4" MIN EMBED (2) ROWS OF GAS DRIVEN PINS AT 8" O.C. STAGGERED W/ 3/4" MIN EMBED (2) ROWS OF GAS DRIVEN PINS AT 6" O.C. STAGGERED W/ 3/4" MIN EMBED BOT. & TOP PL TO CONCRETE (2) WALL T&B ATTACHMENTS #12 @ 12" O.C. #12 @ 12" O.C. D 7/16" PLYWOOD OR OSB #8 @ 6" O.C. (PANEL EDGES) #8 @ 12" O.C.(2) ROWS OF GAS DRIVEN PINS AT 4" O.C. STAGGERED W/ 3/4" MIN EMBED #8 @ 6" O.C. (PANEL EDGES) SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S1.1 FIRST FLOOR SHEARWALL PLAN DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 3/32" = 1'-0" FIRST FLOOR SHEARWALL PLAN No . D e s c r i p t i o n Date 1 U P D A T ES / C I T Y S U B M IT T A L 08.16.22 1 09/27/2022 7'-0" 8' - 0 " SHOWROOM 100 OFFICE 101 BREAKROOM 102 R&D AREA 104 STAIR 1 120 RESTROOM 106 REFUSE 105 STORAGE 111 STAIR 2 121 LOBBY 110 EQUIPMENT ELEVATOR 109 COMM MOP/ 108 SELF-STORAGE 112 RM FIRE RISER 107 ELEVATORRESTROOM 103 UP SWS. S counter placement and orientation per retail group 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 AA BB CC DD EE 0" 35 ' - 6 " 29 ' - 6 " 30 ' - 6 " 34 ' - 8 3 / 8 " 9 5 / 8 " 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 6"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"6" 298' - 0" 13 1 ' - 0 " 297' - 6" 6" 35 ' - 0 " 29 ' - 6 " 30 ' - 6 " 35 ' - 0 " 6" 80' - 0"218' - 0" (2) 8CS2x105, TYP ACROSS HALLWAY 13 1 ' - 0 " W2 1 x 4 4 C = 1 / 4 " (6 2 ) 112' - 6" W1 4 X 3 0 C = 0 " (5 0 ) W2 1 x 6 2 C = 3 / 8 " (1 0 0 ) W1 4 X 3 0 C = 0 " (3 2 ) W1 4 X 3 0 C = 0 " (3 2 ) W1 4 X 3 0 C = 0 " (3 2 ) W21x44 C = 0"(32) W14X30 C = 0"(32) W1 4 X 3 0 C = 0 " (3 2 ) W21x55 C = 0"(84)W24x94 C = 0"(116) W21x62 C = 0"(60) W2 1 x 4 4 C = 1 / 4 " (6 2 ) W2 1 x 4 4 C = 1 / 4 " (6 2 ) W2 1 x 4 4 C = 1 / 4 " (6 2 ) W2 1 x 4 4 C = 1 / 4 " (6 2 ) W2 1 x 4 4 C = 1 / 4 " (6 2 ) W2 1 x 4 4 C = 1 / 4 " (6 2 ) W2 1 x 4 4 C = 1 / 4 " (6 2 ) W2 1 x 4 4 C = 1 / 4 " (6 2 ) W2 1 x 4 4 C = 1 / 4 " (6 2 ) W18X130 C = 1/4"(120) W8 X 3 1 C = 1 / 4 " (5 0 ) W8 X 3 1 C = 1 / 4 " (5 0 ) W8 X 3 1 C = 1 / 4 " (5 0 ) W1 8 X 7 6 C = 3 / 8 " (8 8 ) W1 8 X 7 6 C = 3 / 8 " (8 8 ) W1 8 X 7 6 C = 3 / 8 " (8 8 ) (2) 8CS2x105, TYP ACROSS HALLWAY (2) 8CS2x105, TYP ACROSS HALLWAY (2) 8CS2x105, TYP ACROSS HALLWAY (2) 8CS2x105, TYP ACROSS HALLWAY(2) 8CS2x105, TYP ACROSS HALLWAY S8.0 1 S8.0 2 HSS8x6x3/8 C = 0"(32) (2) 8CS2x105, TYP ACROSS DOORS IN LOAD BEARING WALL (2) 8CS2x105, TYP ACROSS DOORS IN LOAD BEARING WALL (2) 8CS2x105, TYP ACROSS DOORS IN LOAD BEARING WALLHSS6x6x1/4HSS6x6x1/4HSS6x6x1/2HSS8X8X3/8HSS6x6x1/2HSS6x6x1/2HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4S8.0 5S9.0 1 S9.0 4 1' - 0" 3' - 3" 11 S6.0 12 S6.0 13 S6.0RE:/1S6.1RE:/1S6.1RE:/9S6.0RE:/9S6.03 S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.0RE:/14S6.02 S6.1 3 S6.1 1 S6.0 1 S6.0 2 S6.1 3 S6.1 2 S6.1 3 S6.1 2 S6.1 3 S6.1 2 S6.1 3 S6.1 2 S6.1 3 S6.1 1 S6.0 1 S6.0 1 S6.0 B.9 B.9 W18x40 C = 0"(22)W18X71 C = 1/4"(70)HSS6x6x1/4HSS6x6x1/4HSS6x6x1/2HSS6x6x1/4HSS6x6x1/41 S6.0HSS6x6x1/411 S6.1 7 S6.1 8 S6.1 L-2 L-1 1 1 1 1 11' -4" CLR 10' -6" CLR 18 ' - 1 1 1 / 2 " 15 ' - 1 0 "HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/416 ' - 0 "HSS6x6x1/2W8 X 3 1 C = 1 / 4 " (5 0 ) W8 X 3 1 C = 1 / 4 " (5 0 ) W8 X 3 1 C = 1 / 4 " (5 0 ) W8 X 3 1 C = 1 / 4 " (5 0 ) W8 X 3 1 C = 1 / 4 " (5 0 ) W1 4 X 3 0 C = 0 " (5 0 ) W1 4 X 3 0 C = 0 " (5 0 ) W1 4 X 3 0 C = 0 " (5 0 ) W1 4 X 3 0 C = 0 " (5 0 ) 3 S6.0 3 S6.0 3 S6.0 11' -4" CLR 10' -6" CLRRE:/12S6.0RE:/14S6.0RE:/14S6.0INTERIOR LOAD BEARING C.F.S. WALL STUD SCHEDULE 3RD FLOOR WALL LEVEL WALL STUD SIZE & SPC'G 2ND FLOOR 1ST FLOOR BOT. & TOP PL/TRACK (2) 4TH FLOOR 4CS2.5X059 C.F.S. @ 60" O.C. OR 600S162-68 @ 24" O.C. 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) BLOCKING/BRIDGING/BRACING MID-HEIGHT (POSTS SHALL ALIGN W/ PURLINS ABOVE) 4CS2.5X059 C.F.S. @ 30" O.C. OR 600S162-68 @ 24" O.C. 4CS2.5X059 C.F.S. @ 15" O.C. OR 600S162-68 @ 16" O.C. 4CS2.5X059 C.F.S. @ 10" O.C. OR 600S162-68 @ 12" O.C. MID-HEIGHT MID-HEIGHT QUARTER POINTS (3 LOCATIONS) NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS. CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS TO 4X4 BENT PL AT WEB. CONNECT 4X4 TO SLAB W/ (2) GAS DRIVEN PINS PER PLANS. EXTERIOR WALL STUD, HORIZONTAL GIRT & IMP SCHEDULE 3RD FLOOR WALL LEVEL MAX. IMP WALL SHT'G VERTICAL SPAN (5) 2ND FLOOR 1ST FLOOR WALL GIRTS (4,5) (HORIZ) (2) 550S162-68 BOXED OR 6ZS2.25X085 1ST GIRT 8'-0" A.F.F. (2) 550S162-54 BOXED OR 6ZS2.25X059 1ST GIRT 8'-0" A.F.F. (2) 550S162-54 BOXED OR 6ZS2.25X059 1ST GIRT 8'-0" A.F.F. BOT. & TOP PL/TRACK (6) 4TH FLOOR (2) 550S162-68 BOXED OR 6ZS2.25X085 1ST GIRT 8'-0" A.F.F. NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. ALL GIRTS SHALL BE PAINTED TO MATCH INSIDE FACE OF IMP. 2. CONTRACTOR TO COORDINATE IMP SHT'G GAGE & FASTNER REQUIREMENTS FOR MAX IMP WALL SHT'G SPAN INDICATED ABOVE. IMP SHT'G SPAN ABOVE IS BASED ON FASTNERS AT SIDE JOINTS & 12" O.C. IN BETWEEN (FP3 PATTERN). 3. WALL GIRTS SPAN FROM HSS TO HSS POST OR C.F.S. TO C.F.S. POST IN EXTERIOR WALLS. 4. WALL GIRT SPACING SHALL MATCH MAX IMP WALL SHT'G SPAN. AT ROOF ABOVE, INSTALL GIRTS AS REQUIRED SO SHT'G SPAN IS EQUAL TO OR LESS THAN TABLE ABOVE WHEN USING "Z" ZEE GIRTS, INSTALL OUTSIDE TOE UP. USE DBL STUD "S" GIRT AT ALL HEADER CONDITIONS. 5. WHEN SHT'G SPAN ABOVE MEETS OR EXCEEDS FL. TO FL. HEIGHT, IMP WALL SHT'G SHALL SPAN FROM FLR. TO FLR. IN THIS CASE, WALL GIRT SHOWN SHALL BE ONLY INSTALLED AT TOP OF DOORS AND WINDOWS WHERE THEY OCCUR. USE TYP. BOT. PL. AT TOP OF FLOOR & UNDERSIDE OF DECK ABOVE. 6. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS. CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS TO BENT PL AT WEB. CONNECT BENT PLATE TO SLAB W/ GAS DRIVEN PINS PER SCHEDULE. 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) (2)600S200-68 @ 10' - 0" O.C. BOXED WALL JAMB POST (VERT)WALL GIRTS TO POST (2)600S200-68 @ 10' - 0" O.C. BOXED (2)600S200-68 @ 10' - 0" O.C. BOXED 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG (2)600S200-68 @ 10' - 0" O.C. BOXED 12' - 8" LOW SIDE 15' - 1" HIGH SIDE 10' - 8" 12' - 6" 12' - 8" LOW SIDE 15' - 1" HIGH SIDE KEYED NOTES SHEET NOTES 1. CAMBER AT MID SPAN OF W-BEAMS IS SHOWN AS C = x/x". 2. FRAME MECHANICAL OPENINGS IN FLOOR GREATER THAN 24" IN ANY DIMENSION, RE: . AT OPENINGS LESS THAN 24" RE: & . 3. VERIFY/COORDINATE OPENING SIZE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 4. TOTAL NUMBER OF 3/4"x4" LONG "NELSON" SHEAR STUDS REQ'D. FOR BEAMS IS CALLED OUT IN PARENTHESIS AFTER BEAM DESIGNATION AS W_x_ (#) EVENLY SPACED ALONG BEAM LENGTH U.N.O., RE: . 5. PROVIDE THE FOLLOWING FOR SUPPORT AND SIDELAP DECK ATTACHMENTS: A. AT STRUCTRUAL STEEL: (4) 1/2"Ø PUDDLE WELDS AT SUPPORTS (36/4 12" O.C.) AND 12" O.C. ALONG PERIMETER, BUTTON PUNCH SIDELAPS @ 24" O.C. B. AT CFS: (4) #12 SCREWS AT SUPPORTS (36/4 12" O.C.) AND 12" O.C. ALONG PERIMETER, BUTTON PUNCH SIDELAPS @ 24" O.C. 6. CONTRACTOR TO SEAL ALL DECK JOINTS (LAP AND TAPE, BUTT AND TAPE, NEOPRENE OR METAL DECK CLOSURES, ETC) TO PREVENT CONCRETE SEEPAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL WALL SHEATHING DEEMED DAMAGED BY UHI REPRESENTATIVE. IN ADDITIONTO SEALING JOINTS, IT IS RECOMMENDED TO COVER ALL WALL SHEATHING BELOW CONCRETE PLACEMENT WITH PLASTIC SHEATHING TO AID INPROTECTION FROM CONCRETE SEEPAGE DAMAGE. 1. 18 GA. 2W COMPOSITE GALVANIZED METAL DECK W/ 4-1/2" TOTAL DEPTH NORMAL WEIGHT CONCRETE (2-1/2" TOPPING OVER 2" METAL DECK) W/ 6 x 6 - W1.4 x W1.4 WWF, OR #3 REBAR @ 16" O.C. DECK TO SPAN 3 SUPPORT LINES MINIMUM. SHORE ALL DECKING PRIOR TO CONCRETE PLACEMENT AT ALL ENTRANCES, SHOWROOM, AND SINGLE SPAN CONDITIONS. COORDINATE WITH OWNER. /7 S6.2 /8 S6.2 /9 S6.2 /6 S6.2 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S2 SECOND FLOOR FRAMING PLAN DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 3/32" = 1'-0" SECOND FLOOR FRAMING PLAN No . D e s c r i p t i o n Date 1 U P D A T ES / C I T Y S U B M IT T A L 08.16.22 1 1 09/27/2022 STAIR 1 220 STAIR 2 221 COMM MOP/ 208 SELF-STORAGE 212 ELEVATOR UP SWS. S C.S. ELEVATOR 7500 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 AA BB CC DD EE 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 6"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"6" 6" 35 ' - 0 " 29 ' - 6 " 30 ' - 6 " 35 ' - 6 " 218' - 0" A S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 B S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 B B B S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 B S/HDU2 S/HDU2 B S/HDU2 S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 B S/HDU2 B S/HDU2 S/HDU2 S/HDU2 B BBB S/HDU2 S/HDU2S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 6"6" 35 ' - 0 " 30 ' - 6 " 29 ' - 6 " 35 ' - 0 " 6" S/HDU2 B S/HDU2 S/HDU2 S/HDU2 B X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 B.9 B.9 4 S6.2 TYP 4 S6.2 TYP 5 S6.2 TYP 5 S6.2TYP X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 X2 S/HDU2 SHEARWALL SCHEDULE B MARK C A NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. PROVIDE A MIN OF (4) ADD'L GAS DRIVEN PINS AT THE END OF ALL SHEARWALLS U.N.O., WHEN HOLDOWN IS CALLED OUT AT THE END OF A SHEARWALL, NO ADD'L PINS REQUIRED. 3. SIDELAP ATTACHMENT OCCURS OVER PANEL LENGTH W/ ADDITIONAL FASTER AT EA. WALL STUD. SHEATHING 29 GA. P.B.U. SPANNING HORZ. 29 GA. P.B.U. SPANNING HORZ. 24 GA. P.B.U. SPANNING HORZ. END SUPPORTS #12 @ 6" O.C. #12 @ 6" O.C. #12 @ 6" O.C. INTERMEDIATE SUPPORTS #12 @ 12" O.C. #12 @ 12" O.C. #12 @ 12" O.C. SIDELAP #12 @ 20" O.C. WALL INFORMATION PANEL FASTENER/SCREW SIZE & SPC'G X-BRACED WALL SCHEDULE X2 MARK X1 BOT. & TOP PL TO CONCRETE (2) X3 NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. PROVIDE A MIN. OF (4) GAS DRIVEN PINS EQUALLY SPACED AT THE END OF ALL SHEARWALLS U.O.N. WHEN HOLDOWN (HD#) IS CALLED OUT AT THE END OF A SHEARWALL, PROVIDE HOLDOWN IN LIEU OF ADDITIONAL PINS. STRAP & PL 1 1/2" WIDE 18 GA STRAP, 18 GA PL STRAP TO PLATE (5) - #12 PLATE TO STUD PLATE TO TRACK WALL INFORMATION PANEL FASTENER/SCREW SIZE & SPC'G FRAMING INFORMATION 6" WIDE 18 GA STRAP, 18 GA PL 8" WIDE 18 GA STRAP, 18 GA PL (20) - #12 (26) - #12 (4) - #12 (14) - #12 (19) - #12 (4) - #12 (14) - #12 (19) - #12 HOLDOWN SCHEDULE NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. ALL HOLDOWNS TO BE SIMPSON STRONG TIE. IF HOLDOWN IS DISCONTINUED, PROVIDE HOLDOWN W/ AN EQUIVALENT CAPACITY. INSTALL ALL HOLDOWNS IN STRICT ACCORDANCE W/ MANUFACTURES INSTRUCTIONS. 3. ALL ANCHORS SHALL BE CAST-IN-PLACE U.N.O. ON PLANS. 4. ALL HOLDOWNS INSTALLED ABOVE A SLAB ON DECK SHALL HAVE THE SAME HOLDOWN INSTALLED AT SLAB UNDERSIDE. TYPE S/HDU2 CS16 STRAP NOTES (SEE SHEARWALL PLAN AND SCHEDULE FOR ADDITIONAL REQUIREMENTS) 1 - POST (18 GA MIN.) AT EACH END OF SHEARWALL. USE 5/8" Ø CAST-IN -PLACE ANCHOR. PROVIDE 5" EMBEDMENT AT SLAB ON GROUND OR FOUNDATION WALL. 1 - POST (18 GA MIN.) AT EACH END OF SHEAR/BRACE WALL. CONNECT TO STUD WALL ABOVE AND BELOW W/ (6) #10 SCREWS EACH. CONTINUE STRAP TO WALL BELOW. AT TILT-UP CONCRETE WALL CONNECT TO WALL W/ GAS DRIVEN PINS. (2) ROWS OF GAS DRIVEN PINS AT 12" O.C. STAGGERED W/ 3/4" MIN EMBED (2) ROWS OF GAS DRIVEN PINS AT 12" O.C. STAGGERED W/ 3/4" MIN EMBED (2) ROWS OF GAS DRIVEN PINS AT 4" O.C. STAGGERED W/ 3/4" MIN EMBED (2) ROWS OF GAS DRIVEN PINS AT 30" O.C. STAGGERED W/ 3/4" MIN EMBED (2) ROWS OF GAS DRIVEN PINS AT 8" O.C. STAGGERED W/ 3/4" MIN EMBED (2) ROWS OF GAS DRIVEN PINS AT 6" O.C. STAGGERED W/ 3/4" MIN EMBED BOT. & TOP PL TO CONCRETE (2) WALL T&B ATTACHMENTS #12 @ 12" O.C. #12 @ 12" O.C. D 7/16" PLYWOOD OR OSB #8 @ 6" O.C. (PANEL EDGES) #8 @ 12" O.C.(2) ROWS OF GAS DRIVEN PINS AT 4" O.C. STAGGERED W/ 3/4" MIN EMBED #8 @ 6" O.C. (PANEL EDGES) SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S2.1 SECOND FLOOR SHEARWALL PLAN DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 3/32" = 1'-0" SECOND FLOOR SHEARWALL PLAN No . D e s c r i p t i o n Date 1 U P D A T ES / C I T Y S U B M IT T A L 08.16.22 1 09/27/2022 STAIR 1 220 STAIR 2 221 COMM MOP/ 208 SELF-STORAGE 212 ELEVATOR UP SWS. S C.S. ELEVATOR 7500 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 AA BB CC DD EE 35 ' - 6 " 29 ' - 6 " 30 ' - 6 " 35 ' - 6 " 0"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 6"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 6"0" 298' - 0" 13 1 ' - 0 " 298' - 0" 35 ' - 6 " 29 ' - 6 " 30 ' - 6 " 35 ' - 6 " 218' - 0" (2) 8CS2x105, TYP ACROSS HALLWAY S8.0 3 S8.0 4 W16x26HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4W1 8 x 3 5HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4W16x26HSS4-1/2X4-1/2X1/4HSS8x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8B.9B.9 (2) 8CS2x105, TYP ACROSS HALLWAY (2) 8CS2x105, TYP ACROSS HALLWAY (2) 8CS2x105, TYP ACROSS HALLWAY (2) 8CS2x105, TYP ACROSS HALLWAY (2) 8CS2x105, TYP ACROSS DOORS IN LOAD BEARING WALL (2) 8CS2x105, TYP ACROSS DOORS IN LOAD BEARING WALL (2) 8CS2x105, TYP ACROSS DOORS IN LOAD BEARING WALL (2) 8CS2x105, TYP ACROSS HALLWAY (2) 8CS2x105, TYP ACROSS HALLWAY 6 S6.0 8 S6.0 7 S6.0 8 S6.0 L-2 L-1 2 S6.1 3 S6.1 2 S6.1 3 S6.1 2 S6.1 3 S6.1 2 S6.1 3 S6.1 8 S6.0 6 S6.0 6 S6.0 9 S6.0 1 S9.0 2 S9.0 7 S6.0 8 S6.0 14 S6.1 7 S6.0HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/41 1 1 INTERIOR LOAD BEARING C.F.S. WALL STUD SCHEDULE 3RD FLOOR WALL LEVEL WALL STUD SIZE & SPC'G 2ND FLOOR 1ST FLOOR BOT. & TOP PL/TRACK (2) 4TH FLOOR 4CS2.5X059 C.F.S. @ 60" O.C. OR 600S162-68 @ 24" O.C. 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) BLOCKING/BRIDGING/BRACING MID-HEIGHT (POSTS SHALL ALIGN W/ PURLINS ABOVE) 4CS2.5X059 C.F.S. @ 30" O.C. OR 600S162-68 @ 24" O.C. 4CS2.5X059 C.F.S. @ 15" O.C. OR 600S162-68 @ 16" O.C. 4CS2.5X059 C.F.S. @ 10" O.C. OR 600S162-68 @ 12" O.C. MID-HEIGHT MID-HEIGHT QUARTER POINTS (3 LOCATIONS) NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS. CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS TO 4X4 BENT PL AT WEB. CONNECT 4X4 TO SLAB W/ (2) GAS DRIVEN PINS PER PLANS. EXTERIOR WALL STUD, HORIZONTAL GIRT & IMP SCHEDULE 3RD FLOOR WALL LEVEL MAX. IMP WALL SHT'G VERTICAL SPAN (5) 2ND FLOOR 1ST FLOOR WALL GIRTS (4,5) (HORIZ) (2) 550S162-68 BOXED OR 6ZS2.25X085 1ST GIRT 8'-0" A.F.F. (2) 550S162-54 BOXED OR 6ZS2.25X059 1ST GIRT 8'-0" A.F.F. (2) 550S162-54 BOXED OR 6ZS2.25X059 1ST GIRT 8'-0" A.F.F. BOT. & TOP PL/TRACK (6) 4TH FLOOR (2) 550S162-68 BOXED OR 6ZS2.25X085 1ST GIRT 8'-0" A.F.F. NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. ALL GIRTS SHALL BE PAINTED TO MATCH INSIDE FACE OF IMP. 2. CONTRACTOR TO COORDINATE IMP SHT'G GAGE & FASTNER REQUIREMENTS FOR MAX IMP WALL SHT'G SPAN INDICATED ABOVE. IMP SHT'G SPAN ABOVE IS BASED ON FASTNERS AT SIDE JOINTS & 12" O.C. IN BETWEEN (FP3 PATTERN). 3. WALL GIRTS SPAN FROM HSS TO HSS POST OR C.F.S. TO C.F.S. POST IN EXTERIOR WALLS. 4. WALL GIRT SPACING SHALL MATCH MAX IMP WALL SHT'G SPAN. AT ROOF ABOVE, INSTALL GIRTS AS REQUIRED SO SHT'G SPAN IS EQUAL TO OR LESS THAN TABLE ABOVE WHEN USING "Z" ZEE GIRTS, INSTALL OUTSIDE TOE UP. USE DBL STUD "S" GIRT AT ALL HEADER CONDITIONS. 5. WHEN SHT'G SPAN ABOVE MEETS OR EXCEEDS FL. TO FL. HEIGHT, IMP WALL SHT'G SHALL SPAN FROM FLR. TO FLR. IN THIS CASE, WALL GIRT SHOWN SHALL BE ONLY INSTALLED AT TOP OF DOORS AND WINDOWS WHERE THEY OCCUR. USE TYP. BOT. PL. AT TOP OF FLOOR & UNDERSIDE OF DECK ABOVE. 6. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS. CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS TO BENT PL AT WEB. CONNECT BENT PLATE TO SLAB W/ GAS DRIVEN PINS PER SCHEDULE. 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) (2)600S200-68 @ 10' - 0" O.C. BOXED WALL JAMB POST (VERT)WALL GIRTS TO POST (2)600S200-68 @ 10' - 0" O.C. BOXED (2)600S200-68 @ 10' - 0" O.C. BOXED 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG (2)600S200-68 @ 10' - 0" O.C. BOXED 12' - 8" LOW SIDE 15' - 1" HIGH SIDE 10' - 8" 12' - 6" 12' - 8" LOW SIDE 15' - 1" HIGH SIDE KEYED NOTES SHEET NOTES 1. CAMBER AT MID SPAN OF W-BEAMS IS SHOWN AS C = x/x". 2. FRAME MECHANICAL OPENINGS IN FLOOR GREATER THAN 24" IN ANY DIMENSION, RE: . AT OPENINGS LESS THAN 24" RE: & . 3. VERIFY/COORDINATE OPENING SIZE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 4. TOTAL NUMBER OF 3/4"x4" LONG "NELSON" SHEAR STUDS REQ'D. FOR BEAMS IS CALLED OUT IN PARENTHESIS AFTER BEAM DESIGNATION AS W_x_ (#) EVENLY SPACED ALONG BEAM LENGTH U.N.O., RE: . 5. PROVIDE THE FOLLOWING FOR SUPPORT AND SIDELAP DECK ATTACHMENTS: A. AT STRUCTRUAL STEEL: (4) 1/2"Ø PUDDLE WELDS AT SUPPORTS (36/4 12" O.C.) AND 12" O.C. ALONG PERIMETER, BUTTON PUNCH SIDELAPS @ 24" O.C. B. AT CFS: (4) #12 SCREWS AT SUPPORTS (36/4 12" O.C.) AND 12" O.C. ALONG PERIMETER, BUTTON PUNCH SIDELAPS @ 24" O.C. 6. CONTRACTOR TO SEAL ALL DECK JOINTS (LAP AND TAPE, BUTT AND TAPE, NEOPRENE OR METAL DECK CLOSURES, ETC) TO PREVENT CONCRETE SEEPAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL WALL SHEATHING DEEMED DAMAGED BY UHI REPRESENTATIVE. IN ADDITIONTO SEALING JOINTS, IT IS RECOMMENDED TO COVER ALL WALL SHEATHING BELOW CONCRETE PLACEMENT WITH PLASTIC SHEATHING TO AID INPROTECTION FROM CONCRETE SEEPAGE DAMAGE. 1. 18 GA. 2W COMPOSITE GALVANIZED METAL DECK W/ 4-1/2" TOTAL DEPTH NORMAL WEIGHT CONCRETE (2-1/2" TOPPING OVER 2" METAL DECK) W/ 6 x 6 - W1.4 x W1.4 WWF, OR #3 REBAR @ 16" O.C. DECK TO SPAN 3 SUPPORT LINES MINIMUM. SHORE ALL DECKING PRIOR TO CONCRETE PLACEMENT AT ALL ENTRANCES, SHOWROOM, AND SINGLE SPAN CONDITIONS. COORDINATE WITH OWNER. /7 S6.2 /8 S6.2 /9 S6.2 /6 S6.2 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S3.0 THIRD FLOOR FRAMING PLAN DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 3/32" = 1'-0" THIRD FLOOR FRAMING PLAN No . D e s c r i p t i o n Date 09/27/2022 SWS. S STAIR 1 320 RESTROOM 306 STAIR 2 321 COMM MOP/ 308 SELF-STORAGE 312 ELEVATOR UP C. S . 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 AA BB CC DD EE0" 35 ' - 6 " 29 ' - 6 " 30 ' - 6 " 35 ' - 6 " 0" 0"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 6"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 6"0" 298' - 0" 13 1 ' - 0 " 0" 35 ' - 6 " 29 ' - 6 " 30 ' - 6 " 35 ' - 6 " 0" 218' - 0" S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 A S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 S/HDU2 A X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 AA A X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 S/HDU2 A S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 S/HDU2 A S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 S/HDU2 A S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 S/HDU2 A S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 S/HDU2 A S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 S/HDU2 A S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 S/HDU2 A S/HDU2 S/HDU2 A S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A S/HDU2 S/HDU2 A S/HDU2 S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A A S/HDU2 S/HDU2 S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A A S/HDU2 S/HDU2 S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A A A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 S/HDU2 A X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 A A A A A A A A A A S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A S/HDU2 S/HDU2 S/HDU2 S/HDU2 A A B.9B.9 4 S6.2 TYP 4 S6.2 TYP 5 S6.2 TYP 5 S6.2 TYP X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 X3 S/HDU2 SHEARWALL SCHEDULE B MARK C A NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. PROVIDE A MIN OF (4) ADD'L GAS DRIVEN PINS AT THE END OF ALL SHEARWALLS U.N.O., WHEN HOLDOWN IS CALLED OUT AT THE END OF A SHEARWALL, NO ADD'L PINS REQUIRED. 3. SIDELAP ATTACHMENT OCCURS OVER PANEL LENGTH W/ ADDITIONAL FASTER AT EA. WALL STUD. SHEATHING 29 GA. P.B.U. SPANNING HORZ. 29 GA. P.B.U. SPANNING HORZ. 24 GA. P.B.U. SPANNING HORZ. END SUPPORTS #12 @ 6" O.C. #12 @ 6" O.C. #12 @ 6" O.C. INTERMEDIATE SUPPORTS #12 @ 12" O.C. #12 @ 12" O.C. #12 @ 12" O.C. SIDELAP #12 @ 20" O.C. WALL INFORMATION PANEL FASTENER/SCREW SIZE & SPC'G X-BRACED WALL SCHEDULE X2 MARK X1 BOT. & TOP PL TO CONCRETE (2) X3 NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. PROVIDE A MIN. OF (4) GAS DRIVEN PINS EQUALLY SPACED AT THE END OF ALL SHEARWALLS U.O.N. WHEN HOLDOWN (HD#) IS CALLED OUT AT THE END OF A SHEARWALL, PROVIDE HOLDOWN IN LIEU OF ADDITIONAL PINS. STRAP & PL 1 1/2" WIDE 18 GA STRAP, 18 GA PL STRAP TO PLATE (5) - #12 PLATE TO STUD PLATE TO TRACK WALL INFORMATION PANEL FASTENER/SCREW SIZE & SPC'G FRAMING INFORMATION 6" WIDE 18 GA STRAP, 18 GA PL 8" WIDE 18 GA STRAP, 18 GA PL (20) - #12 (26) - #12 (4) - #12 (14) - #12 (19) - #12 (4) - #12 (14) - #12 (19) - #12 HOLDOWN SCHEDULE NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. ALL HOLDOWNS TO BE SIMPSON STRONG TIE. IF HOLDOWN IS DISCONTINUED, PROVIDE HOLDOWN W/ AN EQUIVALENT CAPACITY. INSTALL ALL HOLDOWNS IN STRICT ACCORDANCE W/ MANUFACTURES INSTRUCTIONS. 3. ALL ANCHORS SHALL BE CAST-IN-PLACE U.N.O. ON PLANS. 4. ALL HOLDOWNS INSTALLED ABOVE A SLAB ON DECK SHALL HAVE THE SAME HOLDOWN INSTALLED AT SLAB UNDERSIDE. TYPE S/HDU2 CS16 STRAP NOTES (SEE SHEARWALL PLAN AND SCHEDULE FOR ADDITIONAL REQUIREMENTS) 1 - POST (18 GA MIN.) AT EACH END OF SHEARWALL. USE 5/8" Ø CAST-IN -PLACE ANCHOR. PROVIDE 5" EMBEDMENT AT SLAB ON GROUND OR FOUNDATION WALL. 1 - POST (18 GA MIN.) AT EACH END OF SHEAR/BRACE WALL. CONNECT TO STUD WALL ABOVE AND BELOW W/ (6) #10 SCREWS EACH. CONTINUE STRAP TO WALL BELOW. AT TILT-UP CONCRETE WALL CONNECT TO WALL W/ GAS DRIVEN PINS. (2) ROWS OF GAS DRIVEN PINS AT 12" O.C. STAGGERED W/ 3/4" MIN EMBED (2) ROWS OF GAS DRIVEN PINS AT 12" O.C. STAGGERED W/ 3/4" MIN EMBED (2) ROWS OF GAS DRIVEN PINS AT 4" O.C. STAGGERED W/ 3/4" MIN EMBED (2) ROWS OF GAS DRIVEN PINS AT 30" O.C. STAGGERED W/ 3/4" MIN EMBED (2) ROWS OF GAS DRIVEN PINS AT 8" O.C. STAGGERED W/ 3/4" MIN EMBED (2) ROWS OF GAS DRIVEN PINS AT 6" O.C. STAGGERED W/ 3/4" MIN EMBED BOT. & TOP PL TO CONCRETE (2) WALL T&B ATTACHMENTS #12 @ 12" O.C. #12 @ 12" O.C. D 7/16" PLYWOOD OR OSB #8 @ 6" O.C. (PANEL EDGES) #8 @ 12" O.C.(2) ROWS OF GAS DRIVEN PINS AT 4" O.C. STAGGERED W/ 3/4" MIN EMBED #8 @ 6" O.C. (PANEL EDGES) SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S3.1 THIRD FLOOR SHEARWALL PLAN DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 3/32" = 1'-0" THIRD FLOOR SHEARWALL PLAN No . D e s c r i p t i o n Date 1 U P D A T ES / C I T Y S U B M IT T A L 08.16.22 1 09/27/2022 SWS. S STAIR 1 320 RESTROOM 306 STAIR 2 321 COMM MOP/ 308 SELF-STORAGE 312 ELEVATOR UP C. S . EL E V A T O R 7 5 0 0 3/ 8 " P E R F T . M I N . ROOF NOTES 1. ROOF FRAMING SHALL BE “Z” ROOF PURLINS AS NOTED ON ROOF FRAMING PLAN, UNLESS ENGINEERING IS PROVIDED BY THE PURLIN MANUFACTURER . FINAL PURLIN DEPTH SHALL BE VERIFIED BY THE PURLIN MANUFACTURER. PURLINS SHALL BE CONTINUOUS FOR (2) SPANS MINIMUM. A. NOTE TO PURLIN MANUFACTURER: a. PURLIN MANUFACTURER SHALL CONFORM TO THE PURLIN LAYOUT AS SHOWN ON THE STRUCTURAL DRAWINGS. ALL SUBSTITUTIONS/CHANGES SHALL BE SUBMITTED IN WRITING TO THE E.O.R. FOR APPROVAL PRIOR TO ANY WORK BEING DONE. b. PURLIN MANUFACTURER/INSTALLER SHALL PROVIDE AND DESIGN ALL TEMPORARY AND PERMANENT SHORING AND BRACING. 2. ELEVATOR HOIST BEAM BY CONTRACTOR. COORDINATE SIZE AND LOCATION WITH ELEVATOR MANUFACTURER PRIOR TO FABRICATION. 3. 'LX' LINTEL DETAIL AND SCHEDULE, RE: . 4. NET UPLIFT ON ROOF: A. = -8.4 PSF WIND (ASD) B. = -15.1 PSF WITHIN 10' OF EXTERIOR WALLS (ASD) 1. ROOF DECK SHALL BE A DOUBLE LOCK STANDING SEAM STEEL ROOF DECK AS MANUFACTURERED BY BUTLER MANUFACTURERING. ALL DECK ATTACHMENT AND RELATED ITEMS SHALL BE DESIGNED AND PROVIDED BY DECK MANUFACTURER. SEE GENERAL STRUCTURAL NOTES FOR LOAD REQUIREMENTS, AND FRAMING PLAN FOR DECK SPANS. ROOF DECK / DIAPHRAGM KEYED NOTES 1. ROOF ACCESS HATCH, RE: ARCH. 2. SCUPPER W/ CRICKET IN ROOF INSULATION, RE: ARCH. 3. SNOW DRIFT PROFILES: DRIFTS OCCUR ALONG ENTIRE LENGTH OF WALL SEGMENT. No. Pd No.Pd Wd D1 48 PSF 11' -6" Wd /1 S7.1 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 27 27 28 28 29 29 30 30 31 31 AA BB CC DD EE 6" 30 ' - 0 " 35 ' - 0 " 6" 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"9' - 6"10' - 6"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"6" 298' - 0" 13 1 ' - 0 " 298' - 0" 6" 35 ' - 0 " 29 ' - 6 " 30 ' - 6 " 35 ' - 0 " 6" 218' - 0" 4-1/2" WIDE x 18 GA CROSS BRACING STRAPS, RE: 7Z S 2 . 2 5 x 0 8 5 @ 5 ' -0" O . C . M A X .HSS4-1/2X4-1/2X1/4W16x26 W16x26 W1 8 x 3 5HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS8x6x3/8HSS6x6x3/8HSS4-1/2X4-1/2X1/456' - 0" 10 ' - 0 " /2 S7.1 1 S7.0 1B S7.0 1 S7.0 3 S7.0 4-1/2" WIDE x 18 GA CROSS BRACING STRAPS, RE: /2 S7.1 3 S7.0 3 S7.0 11 S7.0 11 S7.0 11 S7.0 2 S7.0 5 S7.0 5 S7.0 5 S7.0 9 S7.0 8 S7.0 8 S7.0 3 S7.1 9 S7.0 4 S7.0 B.9B.9 4-1/2" WIDE x 18 GA CROSS BRACING STRAPS, RE: /2 S7.1 1B S7.0 TYP 1B S7.0 TYP TYP 2 S7.0 8 S7.0 7 S7.0 (2) 6CS2x059, TYP ACROSS HALLWAY (2) 6CS2x059, TYP ACROSS HALLWAY (2) 6CS2x059, TYP ACROSS HALLWAY (2) 6CS2x059, TYP ACROSS HALLWAY (2) 6CS2x059, TYP ACROSS HALLWAY (2) 6CS2x059, TYP ACROSS DOORS IN LOAD BEARING WALL (2) 6CS2x059, TYP ACROSS DOORS IN LOAD BEARING WALL (2) 6CS2x059, TYP ACROSS DOORS IN LOAD BEARING WALL (2) 6CS2x059, TYP ACROSS HALLWAY (2) 6CS2x059, TYP ACROSS HALLWAY L-1 L-1HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4HSS4-1/2X4-1/2X1/4W8X15 INTERIOR LOAD BEARING C.F.S. WALL STUD SCHEDULE 3RD FLOOR WALL LEVEL WALL STUD SIZE & SPC'G 2ND FLOOR 1ST FLOOR BOT. & TOP PL/TRACK (2) 4TH FLOOR 4CS2.5X059 C.F.S. @ 60" O.C. OR 600S162-68 @ 24" O.C. 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) BLOCKING/BRIDGING/BRACING MID-HEIGHT (POSTS SHALL ALIGN W/ PURLINS ABOVE) 4CS2.5X059 C.F.S. @ 30" O.C. OR 600S162-68 @ 24" O.C. 4CS2.5X059 C.F.S. @ 15" O.C. OR 600S162-68 @ 16" O.C. 4CS2.5X059 C.F.S. @ 10" O.C. OR 600S162-68 @ 12" O.C. MID-HEIGHT MID-HEIGHT QUARTER POINTS (3 LOCATIONS) NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS. CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS TO 4X4 BENT PL AT WEB. CONNECT 4X4 TO SLAB W/ (2) GAS DRIVEN PINS PER PLANS. EXTERIOR WALL STUD, HORIZONTAL GIRT & IMP SCHEDULE 3RD FLOOR WALL LEVEL MAX. IMP WALL SHT'G VERTICAL SPAN (5) 2ND FLOOR 1ST FLOOR WALL GIRTS (4,5) (HORIZ) (2) 550S162-68 BOXED OR 6ZS2.25X085 1ST GIRT 8'-0" A.F.F. (2) 550S162-54 BOXED OR 6ZS2.25X059 1ST GIRT 8'-0" A.F.F. (2) 550S162-54 BOXED OR 6ZS2.25X059 1ST GIRT 8'-0" A.F.F. BOT. & TOP PL/TRACK (6) 4TH FLOOR (2) 550S162-68 BOXED OR 6ZS2.25X085 1ST GIRT 8'-0" A.F.F. NOTES: 1. SEE PLANS, DETAILS, & GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. ALL GIRTS SHALL BE PAINTED TO MATCH INSIDE FACE OF IMP. 2. CONTRACTOR TO COORDINATE IMP SHT'G GAGE & FASTNER REQUIREMENTS FOR MAX IMP WALL SHT'G SPAN INDICATED ABOVE. IMP SHT'G SPAN ABOVE IS BASED ON FASTNERS AT SIDE JOINTS & 12" O.C. IN BETWEEN (FP3 PATTERN). 3. WALL GIRTS SPAN FROM HSS TO HSS POST OR C.F.S. TO C.F.S. POST IN EXTERIOR WALLS. 4. WALL GIRT SPACING SHALL MATCH MAX IMP WALL SHT'G SPAN. AT ROOF ABOVE, INSTALL GIRTS AS REQUIRED SO SHT'G SPAN IS EQUAL TO OR LESS THAN TABLE ABOVE WHEN USING "Z" ZEE GIRTS, INSTALL OUTSIDE TOE UP. USE DBL STUD "S" GIRT AT ALL HEADER CONDITIONS. 5. WHEN SHT'G SPAN ABOVE MEETS OR EXCEEDS FL. TO FL. HEIGHT, IMP WALL SHT'G SHALL SPAN FROM FLR. TO FLR. IN THIS CASE, WALL GIRT SHOWN SHALL BE ONLY INSTALLED AT TOP OF DOORS AND WINDOWS WHERE THEY OCCUR. USE TYP. BOT. PL. AT TOP OF FLOOR & UNDERSIDE OF DECK ABOVE. 6. USE TRACK WHEN INTERIOR METAL PANEL IS INSTALLED. USE BENT PL. IN ALL OTHER CONDITIONS. CONNECT C.F.S. STUD TO BENT PL. W/ (2) #12-14 SCREWS AT EA. STUD FLANGE & W/ (4) #12-14 SCREWS TO BENT PL AT WEB. CONNECT BENT PLATE TO SLAB W/ GAS DRIVEN PINS PER SCHEDULE. 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 6-1/4"X4"X16 GA BENT PLATE (LLH) OR 600T200-54 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) 4-1/4"X4X16 GA BENT PLATE (LLH) OR 400T200-54 (600T200-54 @ 6" WALL) (2)600S200-68 @ 10' - 0" O.C. BOXED WALL JAMB POST (VERT)WALL GIRTS TO POST (2)600S200-68 @ 10' - 0" O.C. BOXED (2)600S200-68 @ 10' - 0" O.C. BOXED 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG 4"X4"X14GA CLIP ANGLE W/ (6) #12 SCREWS EA. LEG (2)600S200-68 @ 10' - 0" O.C. BOXED 12' - 8" LOW SIDE 15' - 1" HIGH SIDE 10' - 8" 12' - 6" 12' - 8" LOW SIDE 15' - 1" HIGH SIDE SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S4.0 ROOF FRAMING PLAN DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 3/32" = 1'-0" ROOF FRAMING PLAN TYP No . D e s c r i p t i o n Date 09/27/2022 2" MIN 8" MIN 15" MIN. OPTION 1: LAP OUTERMOST CROSS BARS OPTION 2: TYPICAL DEFORMED BAR LAP W.W.F. RE: S1 W.W.F. RE: S1 OUTERMOST CROSS BAR LAP OF 2" MIN. TYPICAL LAP SPLICE W/ NO CROSS BARS MINIMUM TOTAL OVERLAP OF 8" TYP. REINF. AT RE-ENTRANT CORNER EDGE OF CONC. SLAB (2) #4 x 36" CENTERED IN SLAB ((2) #4 T&B @ 6" SLAB) CLR.1" TYP. REINF. AT DISCONTINUOUS JOINT SAWCUT OR CONSTRUCTION JOINT (2) #4 x 36" CENTERED IN SLAB (2) #4 T&B @ 6" SLAB) CL R . 1" CL R . 1" CLR.1" DOOR OPENING CL R . 1" C L R . 1 " 2' - 0 " TYP. REINFORCING AT DOORWAY 1' - 0" EXT. SLAB/ PAVEMENT INTERIOR. SLAB NOTE: STOP ADDITIONAL REINF. AT SAWCUTS & CONTROL JOINTS C L R . 1 " (2) #4 CENTERED IN SLAB (2) # 4 T&B @ 6" SLAB) #4 CENTERED IN SLAB 24" 24" CONTROL JOINT IN FOUNDATION WALL TO ALIGN WITH CONTROL JOINT IN CMU WALL. 3/4" DEEP REVEAL, EA. PREFORMED GASKET RE: ARCHITECTURAL FOR JOINT FINISH VERTICAL WALL REINF. EACH SIDE OF CONTROL JOINT 1/2" HORIZ. BOND BEAM W/ STANDARD HOOK, RE:/10 S5.0 3/ 4 " 3/4" 8" NOTES: 1. CONTROL JOINT SPACING NOT TO EXCEED 26' -0" O.C., UNO. 2. STOP HORIZ. BOND BEAM STEEL AT CONTROL JOINT EXCEPT AT ROOF AND FLOOR DIAPHRAGMS. PROVIDE STANDARD HOOK AT FREE END OF BOND BEAM STEEL AROUND VERTICAL REINFORCEMENT, TYP. 3. LOCATE A MIN OF 2' -8" FROM EDGE OF OPENINGS OR BEAM BEARINGS, UNO. 3 4 REINFORCING LAP SCHEDULE, l d BAR SIZE CONCRETE MASONRY TOP OTHER SINGLE BAR DOUBLE BAR 1' -4" 1' -4" 1' -0"1' -0" 1' -9" 1' -5" 1' -9"1' -1" 5 2' -2" 1' -9" 2' -10"1' -8" 6 2' -8" 2' -1" 5' -4"3' -2" 7 3' -10" 3' -0" 7' -6"4' -4" 8 4' -3" 3' -5" 11' -8"6' -7" 9 4' -11" 3' -10" 15' -3"8' -6" 10 5' -5" 4' -3" 19' -6"10' -9" 11 6' -0" 4' -7" 24' -6"13' -3" 14 7' -7" 5' -11" N/A N/A 18 9' -8" 7' -6" N/A N/A NOTES: f 'c f 'm 1. CONCRETE LAP LENGTHS BASED ON = 3,500 psi. 2. CONCRETE "TOP" LAP LENGTHS SHALL BE USED WHERE HORIZONTAL REINFORCEMENT IS PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW. 3. MASONRY LAP LENGTHS BASED ON = 2,000 psi. 4. MASONRY "SINGLE BAR" LAP LENGTHS BASED ON BARS CENTERED WALL. 5. MASONRY "DOUBLE BAR" LAP LENGTHS BASED ON BARS OCCURING AT EACH FACE OF WALL. 6. ALL SPLICES/LAPS CAN BE MADE WITH BAR-LOCK COUPLERS AS AN OPTION TO THE CONTRACTOR FOLLOWING SUBMITTAL TO THE EOR AND APPROVAL. NOTE: MAINTAIN REINFORCING LAP THROUGH INTERFACE BETWEEN CONCRETE AND CMU FOUNDATION WALLS. #5 @ 16" O.C. VERT., CENTERED IN WALL #5 HORIZ. @ 16" O.C. CONCRETE FOUNDATION WALL AT CONCRETE FOUNDATION TEE /7 S5.0 /7 S5 . 0 #5 HORIZ. @ 16" O.C.#5 CORNER BARS @ 16" O.C., ALIGN W/ TYP. HORIZ. REINF. RE: , TYP. LAP RE : , T Y P . LA P CONCRETE FOUNDATION WALL #5 @ 16" O.C. VERT. CENTERED IN WALL #5 CORNER BARS @ 16" O.C., ALIGN W/ TYP. HORIZ. REINF. RE : , T Y P . LA P /7 S5 . 0 AT CONCRETE FOUNDATION CORNER #5 HORIZ. @ 16" O.C.RE: , TYP. LAP /7 S5.0 VERT. JAMB BARS, RE: PLAN SEE STRUCTURAL NOTES FOR TYPICAL HORIZ. & VERT. REINFORCING NOTE: IF CONDUIT IS TO BE PLACED IN CELL ADJACENT TO OPENING, ADD 8" TO OVERALL JAMB WIDTH AND REQ'D. REINF., AND INSTALL (1) #5 VERT. BAR CENTERED IN CELL ADJACENT TO OPENING. RE: PROVIDE SEISMIC HOOK AT FREE END OF ALL HORIZONTAL BOND BEAMS AROUND LAST VERTICAL REBAR /7 S5.0 #5 CORNER BARS, ALIGN W/ TYP. HORIZ. REINF. FOR HORIZ & VERT. REINFORCING, RE: S0 TYP. VERT. REINF. AT (3) CELLS AS SHOWN RE: , TYP. LAP RE : , T Y P . LA P NOTE: AT CMU JOINT REINF., PROVIDE PREFAB CORNER REINFORCING AT CMU CORNER TYP. CMU VERT. REINF. AT (4) CELLS AS SHOWN #5 CORNER BARS, ALIGN W/ TYP. HORIZ. REINF. FOR HORIZ. & VERT. REINFORCING, RE: S0 AT CMU TEE NOTE: AT CMU JOINT REINFORCING, PROVIDE PREFAB TEE JOINT REINFORCING RE: ,TYP. LAP RE : , T Y P . LA P /7 S5.0 /7 S5.0 /7 S5 . 0 /7 S5 . 0 U. N . O . 2' - 8 " M A X . U.N.O. 4' - 0" MIN.,CONCRETE FOUNDATION WALL CONCRETE FOOTING U. N . O . 2' - 8 " M A X . U.N.O. 4' - 0" MIN., CMU FOUNDATION WALL CONCRETE FOOTING CMU FOOTING STEP CONCRETE FOOTING STEP #5 BARS , MATCH AND LAP FOOTING BOT. REINF. #5 BARS , MATCH AND LAP FOOTING BOT. REINF. 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1 2 1 2 STD. LAP STD. LAP2" CLR. 2" CLR. PIPE SLEEVES OR WRAP W/ FOAM TO ALLOW 1" MOVEMENT IN ZONE 1 #5 BAR CENTERED OVER PENETRATION NOTE: PENETRATIONS THRU FOUNDATION WALL SHALL NOT DISRUPT FOUNDATION VERTICAL REINFORCEMENT DO NOT PASS PIPES THRU FOOTING IN ZONE 2 CONC. OR CMU FOUNDATION WALL SLAB 1 2 CRUSHED BASE, RE: S1 d MI N . 2d 1-1/2 SACK SLURRY FILL AT 6" O.D. & LARGER ONLY COMPACTED SELECT FILL SLURRY FILL TO UNDERSIDE OF SLAB WHEN TOP OF PIPE IS LESS THAN 2d FROM UNDERSIDE OF SLAB. OPTION: PROVIDE THICKENED SLAB SECTION IN LIEU OF SLURRY d/ 2 MI N . 4" MI N . 6" M I N .6 5 /8 " MI N . 3" 1' - 4" O.D. PIPE SLEEVE 1' - 4" T. O . W A LL 1' - 0 " M I N . B.O.FOOTING T.O.FOOTING NO ADD'L CONCRETE REQ'D WHEN T.O.PIPE PASSES FREELY A MIN OF 2'-0" BELOW BOTTOM OF FOOTING IN ZONE 4 DE E P P I P E ZO N E 4 BE L O W F T G ZO N E 3 FT G ZO N E 2 ST E M W A L L ZO N E 1 PIPE SLEEVES OR WRAP W/ FOAM TO ALLOW 1" MOVEMENT AND ENCASE IN CONCRETE IN ZONE 3 RE: CIVIL DRAWINGS FOR (E) UTILITIES 1 1 (E) UTILITY PARALLEL TO (N) FOUNDATION EXCAVATION NOT ALLOWED BELOW THIS LINE 2 1 (N) EXCAVATION PARALLEL TO (E) FOUNDATION (E) PIPING OR UTILITY NOT ALLOWED BELOW THIS LINE 10' - 0" 2 1 MIN. 1' - 6" TRENCHING BELOW FLOOR SLAB CONTROL JOINT NEW TO EXISTING SLAB (E) CONC. SLAB ON GROUND (N) CONC. SLAB ON GROUND 1/2"Ø x14" SMOOTH DOWEL @ 12" O.C. W/ HILTI HY200 EPOXY INTO (E) SLAB CONC. SLAB ON GROUND REINFORCING INDUCED CRACK REINFORCING REINFORCING REINF. LOC. 'R' PER TABLE SAWCUT DEPTH 'D' PER TABLE CONSTRUCTION JOINT CONC. SLAB ON GROUND REINFORCING 1/2"Ø x 18" SMOOTH DOWELS @ 12" O.C. OR 1/4"x4-1/2"x4-1/2" DIAMOND DOWELS @ 18" O.C. REINF. LOC. 'R' PER TABLE EQ E Q EQ EQ MATCH SLAB DEPTH 8"TYP. 4 1/4"8" 9"9" EQ EQ 1 2 SLAB TRANSITION CONSTRUCTION JOINT 1/2"Ø x 18" SMOOTH DOWELS @ 12" O.C. OR 1/4"x4-1/2"x4-1/2" DIAMOND DOWELS @ 18" O.C. CONC. SLAB ON GROUND, RE: PLAN CONC. SLAB ON GROUND, RE: PLAN SLAB DEPTH 4" 5" 6" SAWCUT DEPTH "D" 1" 1-1/4" 1-1/2" REINF. LOC. "R" 1-1/2" 1-3/4" 2" *SAWCUT WIDTH 1/8" MIN. & 3/16" MAX. 'D ' 'R ' SAWCUT DEPTH 'D' PER TABLE SAWCUT DEPTH 'D' PER TABLEREINF. LOC. 'R' PER TABLE 'R ' 'D ' SAWCUT DEPTH 'D' PER TABLE REINF. LOC. 'R' PER TABLE 'D ' 'R ' 1 2 3/4" = 1'-0" W.W.F. LAP4 1" = 1'-0" SLAB RE-ENTRANT CORNERS AND PENETRATIONS5 1" = 1'-0" CMU & CONCRETE CONTROL JOINTS6 1" = 1'-0" LAP SPLICE LENGTH SCHEDULE7 1" = 1'-0" CONCRETE CORNER AND TEE8 1" = 1'-0" TYPICAL JAMB OR END101" = 1'-0" CMU CORNER AND TEE9 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S5.0 FOUNDATION DETAILS DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 1/2" = 1'-0" FOOTING STEP2 3/4" = 1'-0" FOUNDATION PENETRATION & TRENCHING1 3/4" = 1'-0" CONTROL AND CONSTRUCTION JOINT3 No . D e s c r i p t i o n Date 09/27/2022 #4 STIRRUPS @ 18" O.C. AND AT ALL CORNERS AND ENDS OF WALLS. PROVIDE INTERMEDIATE TIES AS REQ'D. EXTERIOR TURNDOWN FOOTING, RE: PLAN OPTIONAL CONSTRUCTION JOINT OR PROVIDE CONT. PERFORATED KEY JOINT. CONTINUOUS REINFORCING, RE: PLAN CONCRETE SLAB ON GROUND, RE: PLAN #4 DOWEL @ 36" O.C. AND AT ALL CORNERS AND ENDS OF WALLS. 18" 1' - 0 " M I N . 6" LONG ROUND BAR DIA. AS REQ'D. 1/4" MIN. MAY BE OMITTED IF GAP < 1/8", TYP.1/4 F.F. RE: PLAN 9 1/4" FIELD VERIFY CLR. 3" CL R . 3" RE: PLAN 18"CONCRETE TILT-UP WALL PANEL, RE: PLAN SEAL JOINT PER U-HAUL REQUIREMENTS EMBED PL.1/4"x6"x8" W/(2) 5/8" DIA x4" LONG HEADED STUDS AT 4" O.C. SEE PANEL ELEVATIONS FOR LOCATIONS. ALIGN SLAB & WALL PLATES EMBED PL. 1/4"x6"x8" W/(2) 5/8" DIA x4" LONG HEADED STUDS AT 4" O.C. SEE PANEL ELEVATIONS FOR LOCATIONS. ALIGN SLAB & WALL PLATES 3/ 4 " CONCRETE TILT-UP WALL PANEL, RE: PLAN SEAL JOINT PER U-HAUL REQUIREMENTS #4 STIRRUPS @ 18" O.C. AND AT ALL CORNERS AND ENDS OF WALLS. PROVIDE INTERMEDIATE TIES AS REQ'D. EXTERIOR TURNDOWN FOOTING, RE: PLAN OPTIONAL CONSTRUCTION JOINT OR PROVIDE CONT. PERFORATED KEY JOINT. CONTINUOUS REINFORCING, RE: PLAN 6" LONG ROUND BAR DIA. AS REQ'D. 1/4" MIN. MAY BE OMITTED IF GAP < 1/8", TYP.1/4 CONCRETE SLAB ON GROUND, RE: PLAN 1' - 0 " M I N . F.F. RE: PLAN EMBED PL.1/4"x6"x8" W/(2) 5/8" DIA x4" LONG HEADED STUDS AT 4" O.C. SEE PANEL ELEVATIONS FOR LOCATIONS. ALIGN SLAB & WALL PLATES EMBED PL. 1/4"x6"x8" W/(2) 5/8" DIA x4" LONG HEADED STUDS AT 4" O.C. SEE PANEL ELEVATIONS FOR LOCATIONS. ALIGN SLAB & WALL PLATES CLR. 3" CL R . 3" RE: PLAN #4 DOWEL @ 36" O.C. AND AT ALL CORNERS AND ENDS OF WALLS. 18" 18" #4 STIRRUPS @ 18" O.C. AND AT ALL CORNERS AND ENDS OF WALLS. PROVIDE INTERMEDIATE TIES AS REQ'D. EXTERIOR TURNDOWN FOOTING, RE: PLAN OPTIONAL CONSTRUCTION JOINT OR PROVIDE CONT. PERFORATED KEY JOINT. CONTINUOUS REINFORCING, RE: PLAN BASE PLATE 3/4"x6"x10" AT 10" O.C. MAX SPACING, RE: PLAN COLD-FORMED STEEL WALL GIRTS PER PLANS AND TOP OF WALL, RE: PLAN HSS POST, RE: PLAN CONTINUOUS BENT PLATE (LLH) PER PLAN. CONNECTED TO SLAB WITH GAS DRIVEN PINS PER WALL STUD/GIRD SCHED., RE: PLAN (2) 3/4" DIA ANCHOR RODS (9" MIN. EMBED) EQ EQ TY P . 1 1 / 2 " TY P . 1 1 / 2 " CONCRETE SLAB ON GROUND, RE: PLAN 1/4 F.F. RE: PLAN RE: PLAN CL R . 3" CLR. 3" 1' - 0 " M I N . #4 DOWEL @ 36" O.C. AND AT ALL CORNERS AND ENDS OF WALLS. 18" 18" 6" 10 " HSS POST, RE: PLAN 16ga ANGLE CLIP W/ (6) #12 SCREWS EA. LEG #4 STIRRUPS @ 18" O.C. AND AT ALL CORNERS AND ENDS OF WALLS. PROVIDE INTERMEDIATE TIES AS REQ'D. EXTERIOR TURNDOWN FOOTING, RE: PLAN OPTIONAL CONSTRUCTION JOINT OR PROVIDE CONT. PERFORATED KEY JOINT. CONTINUOUS REINFORCING, RE: PLAN COLD-FORMED STEEL WALL GIRTS PER PLANS AND TOP WALL, RE: PLAN DBL CFS BUILT-UP POST AT EVERY STORAGE LOCKER WALL (10'-0" O.C. MAX SPACING) CONCRETE SLAB ON GROUND, RE: PLAN F.F. RE: PLAN RE: PLAN CL R . 3" CLR. 3" 1' - 0 " M I N . #4 DOWEL @ 36" O.C. AND AT ALL CORNERS AND ENDS OF WALLS. 18" 18" CONTINUOUS BENT PLATE (LLH) PER PLAN. CONNECTED TO SLAB WITH GAS DRIVEN PINS PER WALL STUD/GIRD SCHED., RE: PLAN #4 STIRRUPS @ 18" O.C. AND AT ALL CORNERS AND ENDS OF WALLS. PROVIDE INTERMEDIATE TIES AS REQ'D. EXTERIOR TURNDOWN FOOTING, RE: PLAN OPTIONAL CONSTRUCTION JOINT. ROUGHEN JOINT OR PROVIDE CONTINUOUS PREFORMED KEYED JOINT CONTINUOUS REINFORCING, RE: PLAN CONCRETE SLAB ON GROUND, RE: PLAN F.F. RE: PLAN RE: PLAN CL R . 3" CLR. 3" 1' - 0 " M I N . WALL PER PLAN BEYOND #4 DOWEL @ 36" O.C. AND AT ALL CORNERS AND ENDS OF WALLS. 18" 18" 9 1/4" FIELD VERIFY 3/ 4 " SLAB RECESS AS OCCURS AT THRESHOLD, COORD. W/ ARCH RE: PLAN CONCRETE TILT-UP WALL PANEL, RE: PLAN STEEL COLUMN AND BASE PLATE, RE: PLAN (2) 3/4" DIA. ANCHOR RODS (9" MIN. EMBED INTO FOOTING) 2" MAX. NON-SHRINK GROUT CONC. FILL AT BLOCKOUT ISOLATION JOINT AT BLOCKOUT CONC. SLAB ON GROUND, RE: PLAN PE R P L A N EXTERIOR TURNDOWN FOOTING BEYOND (NOT SHOWN FOR CLARITY) , RE: PLAN CLR. 4 1/4" CL R . 3" REINF. CONC. SPREAD FOOTING, RE: PLAN 14" SQUARE REINF. CONC. PIER (12" @ 4" SQ. HSS). REINF. W/ (4) #5 DOWELS AND #3 TIES @ 12" O.C. VERT. PROVIDE DBL. TIE AT TOP OF SLAB. TIES TO ENCOMPASS AND BE TIED TO VERT. DOWELS. ANCHOR RODS TO BE INSIDE TIES. F.F. RE: PLAN BASE PLATE 3/4"x6"x12" AT 10" O.C. MAX SPACING, RE: PLAN EQ EQ TY P . 1 1 / 2 " TY P . 1 1 / 2 " 1/4 6" 1' - 0 " HSS POST, RE: PLAN 1' - 2"6" C.F.S. POST, RE: PLAN CONC. SLAB ON GROUND, RE: PLAN PROVIDE CONT. REINFORCING AT BOT. OF THICKENED SLAB PER FOOTING SCHEDULE. F.F. RE: PLAN 3" C L R . P E R P L A N S PER PLANS "PBU" WALL PANEL. RE: PLANS. BENT PL. x CONT. PER PLAN W/ (4) #12 SCREWS AT EA. POST #4 STIRRUPS @ 18" O.C. AND AT ALL CORNERS AND ENDS OF WALLS. PROVIDE INTERMEDIATE TIES AS REQ'D. EXTERIOR TURNDOWN FOOTING, RE: PLAN OPTIONAL CONSTRUCTION JOINT OR PROVIDE CONT. PERFORATED KEY JOINT. CART GAURADRAIL EMBEDED PL. 1/4"x4x0'-4" STEEL PL. W/ 1/2"Ø x 4" LONG HEADED STUD. MAX. SPACING 32" O.C. (2) #4 CONT. BARS TOP, BOT. AND 18" O.C. IN BETWEEN. CONCRETE SLAB ON GROUND, RE: PLAN #4 DOWEL @ 36" O.C. AND AT ALL CORNERS AND ENDS OF WALLS. 18" 18" F.F. RE: PLAN RE: PLAN CL R . 2 1 / 2 " CLR. 3" ( 1 0 " M A X . D O C K ) SE E P L A N S (1) #4 CONT. BAR. TIE TO OUTSIDE OF STEEL EMBED PL. ANCHOR. COLD-FORMED STEEL WALL GIRTS PER PLANS AND TOP WALL, RE: PLAN 2" 3" 2" 3" PI N S P A C I N G 1-12 1-12 5/8"Ø HILTI KWIK BOLT TZ EXPANSION ANCHOR W/ 3-9/16" EMBED @ 48" O.C. MAX. BOTTOM TRACK TO MATCH STUD GA. MTL. STUD, RE: PLAN CONC. SLAB ON GROUND SHEARWALL SHEATHING, RE: PLAN E.N. CONC. SLAB ON GROUND, RE: PLAN F.F. RE: PLAN CFS POST, RE: PLAN METAL WALL PANEL, RE: PLAN 1-5/8"x 1-1/2" 18ga. CHANNEL/ STRUT x CONT. W/ (1) #12 SCREWS AT EA. POST BENT PL. x CONT. PER PLAN W/ (4) #12 SCREWS AT EA. POST 0.145 P.D.P. W/ 3/4" MIN. EMBED PER PLAN SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S5.1 FOUNDATION DETAILS DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 1" = 1'-0" TILT-UP PANEL AT SLAB RECESS1 1" = 1'-0" TILT-UP PANEL AT FLUSH CONDITION2 1" = 1'-0" HSS POST AT SLAB4 1" = 1'-0" CFS GIRT WALL AT SLAB3 1" = 1'-0" OPENING AT TURNDOWN FOOTING5 1" = 1'-0" HSS POST AND PEDESTAL6 1" = 1'-0" CFS STUD AT FOOTING9 1" = 1'-0" CART GUARDRAIL FOOTING7 1" = 1'-0" CFS STUD BEARING / SHEARWALL10 1" = 1'-0" CFS WALL AT SLAB8 No . D e s c r i p t i o n DateNOT U S E D 09/27/2022 2" NON-SHRINK GROUT HSS COL., RE: PLANS PL 1"x14"x14" @ HSS8x8 PL 1"x14"x12" @ HSS8x6 PL 3/4"x12"x12" @ HSS6x6 PL 3/4"x10"x10" @ HSS4x4 INT. CONC. SLAB ON GROUND, RE: PLAN FOOTING SIZE & REINF., RE: FTG. SCHED. 1/4 GRID F.F. RE: PLAN T.O.F. RE: PLAN (4) 3/4"Ø x 12" A.B. W/ 4" PROJECTION CL R . 3" 1 1 / 2 " TY P . 1 1 / 2 " 1 1/2" TYP. 1 1/2" RE: S1 RE : S 1 CLR. 3" BLOCKOUT 2' - 0" ISOLATION JOINT @ BLOCKOUT CMU WALL, RE: PLAN (2) #5 HORIZ. CONT. AT TOP 8" CONC. FOUNDATION WALL #5 @ 16" O.C. ALTERNATE HOOKS AT BOTTOM 1/2" ISOLATION JOINT INT. CONC. SLAB ON GROUND, RE: PLAN F.F. RE: PLAN T.O.F. RE: PLAN #5 HORIZ. @ 16" O.C. #5 DOWELS (CNTR'D. IN WALL) TO MATCH CMU VERT. REINF. SPACING, EXTEND 23" INTO CMU AND 21" INTO CONC. NOTE: #5 DOWELS MAY BE OMITTED IF #5 REBAR IN CONC. STEM @ 16" O.C. ARE EXTENED 23" INTO CMU. CL R . 3" EQ. 8" EQ. RE: PLAN EXT. CONC. SLAB OR FINISH GROUND, RE: ARCH. SEE FTG. SCHED. RE : P L A N CLR. 3" F.F. RE: PLAN CONC. SLAB ON GROUND, RE: PLAN (2) #5 CONT. AT TOP #5 AT 12" O.C., EA. WAY SUMP PIT BEYOND (COORD. W/ ELEV. MFR.) EL E V A TO R M F R . VE R I F Y W / #4x 16" O.C. 24" 24" 1' - 0 " 1' - 0 " 1 2 CONC. SLAB ON GROUND, RE: PLAN T.O.F. VERIFY W/ ELEV. CLR. 3" CL R . 3" #5 NOSING BAR 6" 6" TYP. 6" 8" CONC. FDN. WALL W/ #5 VERT. @ 16" O.C. (CNTR'D. IN WALL & HOOK INTO FOOTING) & #5 HORIZ. @ 16" O.C. CMU WALL, RE: PLAN #5 DOWELS (CNTR'D. IN WALL) TO MATCH CMU VERT. REINF. SPACING, EXTEND 23" INTO CMU AND 21" INTO CONC. NOTE: #5 DOWELS MAY BE OMITTED IF #5 REBAR IN CONC. STEM @ 16" O.C. ARE EXTENED 23" INTO CMU. CONC. SLAB ON GROUND, RE: PLAN F.F. RE: PLAN VERTICAL DOWELS (CNTR'D. IN WALL) TO MATCH CMU VERT. REINF. SPACING, EXTEND 24" INTO CMU AND ALTERNATE HOOKS AT BOTTOM NOTE: AT CMU FOUNDATION WALLS, PROVIDE TOOLED MORTAR JOINT AT ALL JOINTS ABOVE F.G. CMU WALL, RE: PLAN CL R . 3" C L R .3 " RE: PLAN RE : P L A N TOP & BOT. REINF., RE: PLAN SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S5.2 FOUNDATION DETAILS DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 1" = 1'-0" INTERIOR HSS COLUMN FOOTING1 1" = 1'-0" CMU AND CONC WALL FOUNDATION4 3/4" = 1'-0" ELEVATOR PIT SECTION2 1" = 1'-0" CMU ON THICKENED SLAB FOOTING3 No . D e s c r i p t i o n Date 09/27/2022 CONC. SLAB ON DECK GRID CFS WALL GURTS, RE: PLAN L3x3x1/4x CONT. W/ 1/2"Ø x4" LG. H.C.A. @ 16" O.C. & 6" FROM EA. END DBL CFS BUILT-UP POST AT EVERY STORAGE LOCKER WALL (10'-0" O.C. MAX. SPACING). CONT. BENT PLATE (LLH), PER PLAN. CONNECT TO COLD-FORMED STEEL POST WITH (4) #12 SCREWS AT EA. POST, AND TO SLAB WITH GAS DRIVEN PINS PER PLAN. #5 CONT. CONC. TILT-UP WALL PANEL, RE: PLAN F.F. RE: PLAN DECK TO WALL PER PLAN 8" MIN. CONT. POUR STOP 16ga ANGLE CLIP W/ (6) #12 SCREWS EA. LEG 3/8" x 8" x 1'-0" EMBEDED PLATE WITH (2) 5/8" DIA. x 3" LONG HEADED STUDS AND (1) #4 x 24" A706 REBAR WELDED TO THE PLATE. CONC. SLAB ON DECK GRID HSS POST, RE: PLAN #5 CONT. CONC. TILT-UP WALL PANEL, RE: PLANS F.F. RE: PLAN 1/4 BASE PLATE CFS WALL GURTS, RE: PLAN L3x3x1/4x CONT. W/ 1/2"Ø x4" LG. H.C.A. @ 16" O.C. & 6" FROM EA. END DECK TO WALL PER PLAN CONT. BENT PLATE (LLH), PER PLAN. CONNECT TO COLD-FORMED STEEL POST WITH (4) #12 SCREWS AT EA. POST, AND TO SLAB WITH GAS DRIVEN PINS PER PLAN. CONT. POUR STOP 8" MIN. 1' - 0 " 8" 1/4 3BAR TO PL. 16ga ANGLE CLIP W/ (6) #12 SCREWS EA. LEG EMBED PLATE, 1"x REQ'D. CONC. TILT-UP WALL PANEL, RE: PLAN W-BEAM, RE: PLAN GRID F.F. RE: PLAN CONC. SLAB ON DECK DBL CFS BUILT-UP POST AT EVERY STORAGE LOCKER WALL (10'-0" O.C. MAX SPACING). CFS WALL GURTS, RE: PLAN DECK TO WALL PER PLAN CONT. POUR STOP MIN. 8" CONT. BENT PLATE (LLH), PER PLAN. CONNECT TO COLD-FORMED STEEL POST WITH (4) #12 SCREWS AT EA. POST, AND TO SLAB WITH GAS DRIVEN PINS PER PLAN. KNIFE PL., RE:/10 S6.2 #5 CONT. 10" 1"8"1" 1" 1' - 0 " 4" 16ga ANGLE CLIP W/ (6) #12 SCREWS EA. LEG 1' - 5 " EMBED PLATE CONC. SLAB ON DECK GRID 3/8" x 12" x 1'-0" EMBEDED PLATE WITH (4) 1/2"Ø x 4" L. H.C.A. @ 36" O.C. & @ EA. END. T/PLATE FLUSH TO T/WALL U.N.O. SEE PLANS & DETAILS FOR ADDITIONAL INFORMATION. DBL CFS BUILT-UP POST AT EVERY STORAGE LOCKER WALL (10'-0" O.C. MAX SPACING). #5 CONT. CONC. TILT-UP WALL PANEL, RE: PLANS F.F. RE: PLAN 1/4 TYP. CONT. L6x6x1/2 W/ 3/8" STIFFENER PL. @ 36" O.C. AND 6" FROM END. CONT. POUR STOP CONT. BENT PLATE (LLH), PER PLAN. CONNECT TO COLD-FORMED STEEL POST WITH (4) #12 SCREWS AT EA. POST, AND TO SLAB WITH GAS DRIVEN PINS PER PLAN. CFS WALL GURTS, RE: PLAN 16ga ANGLE CLIP W/ (6) #12 SCREWS EA. LEG CONC. SLAB ON DECK GRID POST IN EXTERIOR WALL SEE PLANS AND DETAILS FOR ADDITIONAL INFORMATION. CONC. TILT-UP WALL PANEL, RE: PLAN F.F. RE: PLAN HSS POST BEYOND RE: PLAN CAP PL. 3/4"x REQ'D. W/ (2) 3/4"Ø A-325 BOLTS ON 5" GA. 1 1/2"1 1/2" W-BEAM, RE: PLAN 1/4 CONT. POUR STOP #5 CONT. CFS WALL GURTS, RE: PLAN 16ga ANGLE CLIP W/ (6) #12 SCREWS EA. LEG CONC. SLAB ON DECK GRID F.F. RE: PLAN W-BEAM, RE: PLAN, OFFSET AS REQ'D #5 CONT. HSS POST, RE: PLAN CAP PL. 3/4"x REQ'D. W/ (2) 3/4"Ø A-325 BOLTS ON 5" GA.1/4 CONT. POUR STOP CFS WALL GURTS, RE: PLAN 16ga ANGLE CLIP W/ (6) #12 SCREWS EA. LEG CONC. SLAB ON DECK GRID F.F. RE: PLAN (2)10CS2x085 CFS BOX BEAM TYP U.N.O. #5 CONT. L4x4x5/8x6" L. CLIP ANGLE1/4 TYP. CONT. POUR STOP CFS WALL GURTS, RE: PLAN 16ga ANGLE CLIP W/ (6) #12 SCREWS EA. LEG HSS POST PER PLAN HSS POST PER PLAN CONC. SLAB ON DECK GRID DBL CFS BUILT-UP POST AT EVERY STORAGE LOCKER WALL (10'-0" O.C. MAX SPACING). F.F. RE: PLAN #5 CONT. CFS WALL GURTS, RE: PLAN DBL CFS BUILT-UP POST AT EVERY STORAGE LOCKER WALL (10'-0" O.C. MAX SPACING). CFS WALL GIRTS, RE: PLAN CONT. POUR STOP GRID POST IN EXTERIOR WALL. RE: PLANS AND DETAILS FOR ADDITIONAL INFORMATION CONT. 6-1/4"x3-3/4" BENT PLATE (LLH). F.F. RE: PLAN 16GA. DEFLECTION TRACK OR 16GA. TRACK W/ SLIP CLIP AT TOP CFS STUD WALL BELOW W-BEAM CONNECT TO W-BEAM W/ (2) ROWS OF #12 SCREWS OR GAS DRIVEN PINS AT 12" O.C. STAGGERED. #5 CONT.CONC. SLAB ON DECK W-BEAM, RE: PLAN KNIFE PL., RE: CFS WALL GURTS, RE: PLAN CONT. POUR STOP /10 S6.2 W-BEAM, RE: PLAN 1/4 CONC. SLAB ON DECK GRID POST IN EXTERIOR WALL SEE PLANS AND DETAILS FOR ADDITIONAL INFORMATION. CONC. TILT-UP WALL PANEL, RE: PLAN F.F. RE: PLAN HSS POST, RE: PLAN CAP PL. 3/4"x REQ'D. W/ (2) 3/4"Ø A-325 BOLTS ON 5" GA. 1 1/2"1 1/2" W-BEAM, RE: PLAN CONT. POUR STOP #5 CONT. STIFFENER PL. 3/8"x FULL DEPTH EA. SIDE 1/4 CONC. SLAB ON DECK F.F. RE: PLAN 1 1/2"1 1/2" W-BEAM, RE: PLAN W-BEAM, RE: PLAN KNIFE PL., RE:/10 S6.2 GRID 1' - 0" CAP PL. 3/4"x REQ'D. W/ (4) 3/4"Ø A-325 BOLTS ON 5" GA. FULL DEPTH KNIFE PLATE/STIFFENER PL. EA. SIDE 1/4 1/4 CONC. SLAB ON DECK F.F. RE: PLAN 1 1/2"1 1/2" W-BEAM, RE: PLAN KNIFE PL., RE:/10 S6.2 GRID 3' - 3" CAP PL. 3/4"x REQ'D. W/ (4) 3/4"Ø A-325 BOLTS ON 5" GA. STIFFENER PL. 3/8"x FULL DEPTH EA. SIDE 1/4 CONC. SLAB ON DECK GRID POST IN EXTERIOR WALL SEE PLANS AND DETAILS FOR ADDITIONAL INFORMATION. CONC. TILT-UP WALL PANEL, RE: PLAN F.F. RE: PLAN HSS POST, RE: PLAN CAP PL. 3/4"x REQ'D. W/ (2) 3/4"Ø A-325 BOLTS ON 5" GA.1 1/2"1 1/2" W-BEAM, RE: PLAN CONT. POUR STOP #5 CONT. 1/4 GRID F.F. RE: PLAN HSS POST, RE: PLAN CAP PL. 3/4"x REQ'D. W/ (2) 3/4"Ø A-325 BOLTS ON 5" GA.1 1/2"1 1/2" W-BEAM, RE: PLAN CONC. SLAB ON DECK CFS POST, RE: PLAN METAL WALL PANEL, RE: PLAN 1-5/8"x 1-1/2" 18ga. CHANNEL/ STRUT x CONT. W/ (1) #12 SCREWS AT EA. POST BENT PL. x CONT. PER PLAN W/ (4) #12 SCREWS AT EA. POST STIFFENER PL. 3/8"x FULL DEPTH EA. SIDE SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S6.0 FLOOR FRAMING DETAILS DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 1" = 1'-0" DECK TO TILT-UP WALL1 1" = 1'-0" DECK TO TILT-UP WALL AT HSS POST2 1" = 1'-0" W-BEAM TO TILT-UP WALL3 1" = 1'-0" STIFFENER PLATE4 1" = 1'-0" W-BEAM TO HSS POST5 1" = 1'-0" DECK TO W-BEAM6 1" = 1'-0" DECK PERP. TO WALL7 1" = 1'-0" DECK PAR. TO WALL8 1" = 1'-0" W-BEAM TO W-BEAM10 1" = 1'-0" W-BEAM TO HSS POST11 1" = 1'-0" BEAM TO BEAM AT COLUMN12 1" = 1'-0" CANTILEVER BEAM13 1" = 1'-0" W-BEAM TO HSS POST9 1" = 1'-0" W-BEAM TO HSS POST14 No . D e s c r i p t i o n Date 09/27/2022 CONC. SLAB ON DECK F.F. RE: PLAN CFS POST, RE: PLAN METAL WALL PANEL, RE: PLAN BENT PL. x CONT. PER PLAN W/ (4) #12 SCREWS AT EA. POST 0.145 P.D.P. W/ 3/4" MIN. EMBED PER PLAN BENT PL. x CONT. W/ (4) #12 SCREWS AT EA. POST 1" 2" 2A S6.1 1-5/8"x 1-1/2" 18ga. CHANNEL/ STRUT x CONT. W/ (1) #12 SCREWS AT EA. POST 1-5/8"x 1-1/2" 18ga. CHANNEL/ STRUT x CONT. W/ (1) #12 SCREWS AT EA. POST CONC. SLAB ON DECK F.F. RE: PLAN CFS POST, RE: PLAN METAL WALL PANEL, RE: PLAN 0.145 P.D.P. W/ 3/4" MIN. EMBED PER PLAN CFS HEADER/ BEAM, RE: PLAN 1-5/8"x 1-1/2" 18ga. CHANNEL/ STRUT x CONT. W/ (1) #12 SCREWS AT EA. POST BENT PL. x CONT. PER PLAN W/ (4) #12 SCREWS AT EA. POST CONC. SLAB ON DECK F.F. RE: PLAN CFS POST, RE: PLAN 0.145 P.D.P. W/ 3/4" MIN. EMBED PER PLAN CFS HEADER/ BEAM, RE: PLAN BENT PL. x CONT. PER PLAN W/ (4) #12 SCREWS AT EA. POST CFS STUDS, RE: PLAN (12) #12 SCREWS EA. SIDE (24 TOTAL) CONC. SLAB ON DECK F.F. RE: PLAN CFS POST, RE: PLAN 0.145 P.D.P. W/ 3/4" MIN. EMBED PER PLAN CFS HEADER/ BEAM, RE: PLAN BENT PL. x CONT. PER PLAN W/ (4) #12 SCREWS AT EA. POST CFS STUDS, RE: PLAN (12) #12 SCREWS EA. SIDE (24 TOTAL) (12) #12 SCREWS EA. SIDE (24 TOTAL) CONC. SLAB ON DECK F.F. RE: PLAN CFS POST, RE: PLAN METAL WALL PANEL, RE: PLAN W-BEAM, RE: PLAN BENT PL. x CONT. PER PLAN W/ (4) #12 SCREWS AT EA. POST 0.145 P.D.P. W/ 3/4" MIN. EMBED PER PLAN 1-5/8"x 1-1/2" 18ga. CHANNEL/ STRUT x CONT. W/ (1) #12 SCREWS AT EA. POST 16GA. DEFLECTION TRACK OR 16GA. TRACK W/ SLIP CLIP AT TOP CFS STUD WALL BELOW W-BEAM CONNECT TO W-BEAM W/ (2) ROWS OF #12 SCREWS OR GAS DRIVEN PINS AT 12" O.C. STAGGERED. CONC. SLAB ON DECK F.F. RE: PLAN CFS POST, RE: PLAN 0.145 P.D.P. W/ 3/4" MIN. EMBED PER PLAN W-BEAM, RE: PLAN BENT PL. x CONT. PER PLAN W/ (4) #12 SCREWS AT EA. POST HSS COL., RE: PLAN W-BEAM, RE: PLAN CAP PL. 1/4"x REQ'D. KNIFE PL., RE:/10 S6.2 KNIFE PL., RE:/10 S6.2 CONC. SLAB ON DECK F.F. RE: PLAN CFS POST, RE: PLAN 0.145 P.D.P. W/ 3/4" MIN. EMBED PER PLAN BENT PL.x CONT. PER PLAN W/ (4) #12 SCREWS AT EA. POST HSS COL., RE: PLAN 1/4 CFS HEADER/ BEAM, RE: PLAN L4x4x1/4x6" W/ PL. 1/4"x FULL AT CFS HEADER (4) #12 SCREWS 1/4 CAP PL. 3/4"x REQ'D. W/ (2) 3/4"Ø A-325 BOLTS ON 5" GA. 1 1/2"1 1/2" W-BEAM, RE: PLAN STIFFENER PL. 3/8"x FULL DEPTH EA. SIDE CONC. SLAB ON DECK F.F. RE: PLAN W-BEAM, RE: PLAN W-BEAM, RE: PLAN W-BEAM ONE SIDE ONLY AS OCCURS 16GA. DEFLECTION TRACK OR 16GA. TRACK W/ SLIP CLIP AT TOP CFS STUD WALL BELOW W-BEAM CONNECT TO W-BEAM W/ (2) ROWS OF #12 SCREWS OR GAS DRIVEN PINS AT 12" O.C. STAGGERED. KNIFE PL., RE:/10 S6.2 CONC. SLAB ON DECK F.F. RE: PLAN W-BEAM, RE: PLAN W-BEAM ONE SIDE ONLY AS OCCURS 1/4 TYP. 1/4 TYP. CFS HEADER/ BEAM, RE: PLAN L4x4x1/4x6" W/ PL. 1/4"x FULL AT CFS HEADER (4) #12 SCREWS KNIFE PL., RE:/10 S6.2 16GA. DEFLECTION TRACK OR 16GA. TRACK W/ SLIP CLIP AT TOP CFS STUD WALL BELOW W-BEAM CONNECT TO W-BEAM W/ (2) ROWS OF #12 SCREWS OR GAS DRIVEN PINS AT 12" O.C. STAGGERED. PL. 3/8"x 8"x FULL DEPTH CONC. SLAB ON DECK F.F. RE: PLAN W-BEAM, RE: PLAN W-BEAM, RE: PLAN 1/4 TYP. 1/4 TYP. PL. 3/8"x 8"x FULL DEPTH KNIFE PL., RE:/10 S6.2 CONC. SLAB ON DECK F.F. RE: PLAN W-BEAM, RE: PLAN CONT. L6x6x1/2 W/ 3/8" STIFFENER PL. @ 18" O.C. AND 6" FROM EA. END 16GA. DEFLECTION TRACK OR 16GA. TRACK W/ SLIP CLIP AT TOP CFS STUD WALL BELOW W-BEAM CONNECT TO W-BEAM W/ (2) ROWS OF #12 SCREWS OR GAS DRIVEN PINS AT 12" O.C. STAGGERED. 1/4 6-12 CONC. SLAB ON DECK F.F. RE: PLAN BENT PL. x CONT. PER PLAN W/ (4) #12 SCREWS AT EA. POST CONC. TILT-UP WALL PANEL, RE: PLAN CONT. POUR STOP #5 CONT. 3/16" SIMPSON "TITEN" SCREWS @ 12" O.C. CFS POST, RE: PLAN WALL SHT'G./ PANEL, RE: PLAN CONC. SLAB ON DECK F.F. RE: PLAN BENT PL. x CONT. PER PLAN W/ (4) #12 SCREWS AT EA. POST CONT. POUR STOP #5 CONT. CFS POST, RE: PLAN WALL SHT'G./ PANEL, RE: PLAN CFS WALL GURTS, RE: PLAN #12 SCREWS @ 12" O.C. 3" 3" 0.145 P.D.P. W/ 3/4" MIN. EMBED PER PLAN (4) #12 SCREWS EA. POST CONC. SLAB ON DECK F.F. RE: PLAN CONT. STEEL PL. 3/16" x 8" WIDE. CONNECT TO DECK ABOVE W/ (2) ROWS #12 SCREWS @ 12" O.C. STAGGERED U.N.O. 3 / 4 " G A P 16GA. DEFLECTION TRACK OR 16GA. TRACK W/ SLIP CLIP AT TOP CFS STUD WALL BELOW W-BEAM CONNECT TO W-BEAM W/ (2) ROWS OF #12 SCREWS OR GAS DRIVEN PINS AT 12" O.C. STAGGERED. CFS WALL/ POST, RE: PLAN 1-5/8"x 1-1/2" 18ga. CHANNEL/ STRUT x CONT. W/ (1) #12 SCREWS AT EA. POST CONC. TILT-UP WALL PANEL, RE: PLAN W-BEAM, RE: PLAN GRID F.F. RE: PLAN CONC. SLAB ON DECK DBL CFS BUILT-UP POST AT EVERY STORAGE LOCKER WALL (10'-0" O.C. MAX SPACING). CFS WALL GURTS, RE: PLAN DECK TO WALL PER PLAN CONT. POUR STOP CONT. BENT PLATE (LLH), PER PLAN. CONNECT TO COLD-FORMED STEEL POST WITH (4) #12 SCREWS AT EA. POST, AND TO SLAB WITH GAS DRIVEN PINS PER PLAN. KNIFE PL., RE:/10 S6.2 #5 CONT. 16ga ANGLE CLIP W/ (6) #12 SCREWS EA. LEG 1/4 CAP PL. 3/4"x REQ'D. W/ (2) 3/4"Ø A-325 BOLTS ON 5" GA. CONC. SLAB ON DECK F.F. RE: PLAN CFS POST, RE: PLAN "PBU" WALL PANEL, RE: PLAN VERTICAL COLD JOINT. ROUGHEN FACE PRIOR TO PLACING NEW CONC. ADJACENT TO JOINT. ALL JOINTS SHALL BE PERPINDICULAR TO METAL DECK, OCCUR AT BEARING WALLS AND OCCUR AT METAL DECK LAPS. DO NOT PROVIDE JOINT WITHIN 6'-0" OF STEEL BEAMS.#4 x 24" REBAR @ 18" O.C. CENTERED ON JOINT CL JOINT 0.145 P.D.P. W/ 3/4" MIN. EMBED PER PLAN BENT PL. x CONT. W/ (4) #12 SCREWS AT EA. POST SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S6.1 FLOOR FRAMING DETAILS DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 1" = 1'-0" CFS WALL TO DECK2 1" = 1'-0" CFS BEAM3 1" = 1'-0" CFS HEADER TO CFS POST4 1" = 1'-0" CONT. CFS HEADER5 1" = 1'-0" NON-BEARING WALL TO BEAM6 1" = 1'-0" W-BEAM TO HSS POST7 1" = 1'-0" CFS & W-BEAM TO HSS POST8 1" = 1'-0" W-BEAM TO W-BEAM9 1" = 1'-0" CFS HEADER TO W-BEAM10 1" = 1'-0" DECK TRANSITION11 1" = 1'-0" DECK TRANSITION12 1" = 1'-0" CFS WALL TO CONC.13 1" = 1'-0" CFS WALL TO CFS WALL14 1" = 1'-0" SECTION AT BASE2A 1" = 1'-0" NON-BEARING WALL TO DECK15 1" = 1'-0" OFFSET W-BEAM TO HSS POST1 1" = 1'-0" ELEVATED SLAB JOINT16 No . D e s c r i p t i o n Date 09/27/2022 CONC. SLAB ON DECK F.F. RE: PLAN #5 BOND BM. 1/4 CMU WALL PER PLAN L4x4x1/4 LEDGER ANGLE WITH HY270 (OR SIMILAR) EPOXY ANCHORS W/ 4" EMBED @ 24" O.C. GROUT ALL CELLS SOLID AT ANCHORS. #5 CONT. CONC. SLAB ON DECK F.F. RE: PLAN #5 BOND BM. CMU WALL PER PLAN #5 CONT. CONTINUOUS 1/4" BENT PL W/ 6" HORIZ LEG W/ 3/4" DIA. HEADED STUDS (6" MIN. EMBED) @ 16" O.C. AND 6" FROM EA. END. GROUT TO COURSING. L4x4x1/4 COORDINATE ANGLE SIZE AND LOCATION W/ ELEVATOR MANUF. CMU WALL BEYOND, RE: PLAN CFS BM/HDR. RE: PLANS F.F. RE: PLAN 1/4 1/4 CONC. SLAB ON DECK CMU WALL PER PLAN #5 BOND BM. #5 CONT. L4x4x1/4 LEDGER ANGLE WITH HY270 (OR SIMILAR) EPOXY ANCHORS W/ 4" EMBED @ 24" O.C. GROUT ALL CELLS SOLID AT ANCHORS. L4x4x3/8x12" LG LEDGER ANGLE W/ 1/4" PL CLIP W/ (4) #10 SCREWS TO CFS BM, AND (2) 3/4"x6" HILTI HY 270 EPOXY ANCHORS WALL STUDS PER PLAN PROVIDE (1) ADDITIONAL STUD AT END OF BRACED WALL. TOP TRACK PER PLAN BOTTOM TRACK/ANGLE PER PLAN. CONNECT TO STUD WALL AND TO SLABWITH GAS DRIVEN PINS PER PLAN. X-BRACING STRAPS PER PLAN. PROVIDE TAUT STRAP ATTACHED TO WALL STUDS PER PLAN. CONNECT STRAPS TO EACH STUD AND AT STRAP INTERSECTIONS W/ (1)#10-16 SCREWS @ EACH CONNECTION AND TO GUSSET PLATE PER PLAN. GUSSET PLATE PER PLAN. CONNECT GUSSET PLATE TO TOP TRACK , BOT. ANGLE (OR BOT. TRACK), AND TO END STUD(S) PER PLAN. HOLDOWN TOP AND BOTTOM AS OCCURS PER PLAN. ATTACH TO ADD'L STUD AT EACH END OF BRACED WALL PER THE MFR'S RECOMMENDATIONS. SCREWS FROM "PLATE TO TRACK" SCREWS FROM "PLATE TO STUD" SCREWS FROM "STRAP TO PLATE" PLAN VIEW NOTCH LEG OF ANGLE CONC. SLAB ON DECK W-BEAM, RE: PLAN L5x3x1/4 (LLV) AT EDGES OF OPENINGS, BUTT AT CORNERS 3/16" 2"-"16 3/16" 3/16 3 7A S6.2 C6x8.2 TO FRAME OUT PENETRATION SECTION 'A' 2"-12"7B S6.2 1/4" W-BEAM, RE: PLAN SECTION 'B' KNIFE PL. 1/4"x 4"x 4" CONC. SLAB ON DECK W.W.F. (2) #5 CHORD STEEL, UNO. CONT. L5x3x1/4 W/ 1/2" Ø x 18" DBA'S @ 2'-0" O.C. 1 1 / 2 " SECTION 'C' D 2 D 1 A B L1-1/4x1-1/4x1/4, TYP. NOTES: 1/2" TYP. ADJACENT TO EA. CUT WEB1/8" WEBS OF STEEL DECKING CONSIDERED AS SINGLE OPENING IF HOLES ARE WITHIN 'A' OR 'B' OF EACH OTHER /9 S6.2 /9 S6.21. USE FOR HOLES CUTTING NO MORE THAN 3 ADJACENT WEBS, OTHERWISE RE: . 2. ANGLES SHALL BE PLACED WITH LOWER LEG FLAT ACROSS DECK FLUTES. 3. ANGLES SHALL EXTEND 3 WEBS PAST THE DECK OPENING, TYPICAL. 4. IF DIMENSION A IS >4D OR 32" WHICHEVER IS LARGER, THERE IS NO RESTRICTION ON DIMENSION B. 5. IF DIMENSION B IS >4D OR 32" WHICHEVER IS LARGER, THERE IS NO RESTRICTION ON DIMENSION A. 6. IF DIMENSION A & B ARE <4D OR 32" WHICHEVER IS LARGER, THE OPENING GROUP SHALL BE CONSIDERED AS A SINGLE HOLE, AND SHALL BE REINFORCED AS REQUIRED FOR THE LARGER OPENING, RE: . 7. OPENINGS OR GROUPS OF OPENINGS LESS THAN 6" ACROSS DO NOT REQUIRE REINFORCING. (3 ) F L U T E S 2 4 " M A X . (3 ) F L U T E S NOTES: 1 1/2" TYP. WEBS OF STEEL DECKING 1" AT CENTER OF EACH UPPER FLUTE BEYOND OPENING (TYPICAL)1/8" HSS3x1x3/16- FLAT #3x24"REBAR 1/2" TYP. ADJACENT TO EA. CUT WEB1/8" /7 S6.2 1. HSS SHALL BE PLACED ON TOP OF THE DECK. 2. ADD REBARS AT CORNERS OF OPENINGS ABOVE HSS'. 3. IF THE OPENING OR GROUP OF OPENINGS OCCURS IN ONE DECK UNIT, THE OPENING OR OPENING GROUP MAY BE CUT BEFORE POURING CONCRETE. 4. IF THE OPENING OR GROUP OF OPENINGS CUT THROUGH TWO DECK UNITS, THE DECK SHALL NOT BE CUT UNTIL CONCRETE HAS BEEN PLACED AND CURED. AT THE TIME OF POURING, SUITABLE SLEEVES OR BULKHEADS SHALL BE PLACED AROUND THE OPENING. 5. WHEN THE MAXIMUM DIMENSION OF AN OPENING OR OPENING GROUP EXCEEDS 24", PLACE HEADER BEAMS AROUND OPENING, RE: . GIRDER PER PLAN BEAM PER PLAN SHEAR PL. x FULL PER SCHED. WHEN BEAM FRAMES INTO ONE SIDE OF GIRDER ONLY SHEAR PL. PER SCHED. WHEN BEAM FRAMES INTO BOTH SIDES OF GIRDER BEAM PER PLAN BOLTS, A-325 PER SCHED. PER SCHED. PER SCHED. BEAM PLATE THICKNESS TYP. WELD SIZE (3) 3/4" DIA. (4) 3/4" DIA. (5) 3/4" DIA. (6) 3/4" DIA. (7) 3/4" DIA. A-325 BOLTS # & SIZE (6) 3/4" DIA. (2) 3/4" DIA. (2) 3/4" DIA.W8, C8 (3) 3/4" DIA. NOTES: 1. PROVIDE FIELD WELDS FROM ALL KNIFE PLATES TO ALL BEAMS AS SHOWN AND WHERE CONSTRUCTION REQUIRES. 2. SIZE KNIFE PLATE AS REQ'D PER SKEWED PLATE DETAIL. 3. COPE SUPPORTED BEAM FLANGES AS REQ'D TO AVOID INTERFERENCE WITH CONNECTION PLATE. 4. PROVIDE STANDARD ROUND HOLES. A B A B Θ≤17°17°<Θ≤30° W10, C10 W12, C12 W14, C15 W16 W18 W21 W24 W27 W30 (8) 3/4" DIA. 3/8" 3/8" 3/8" 3/8" 3/8" 1/2" 1/2" 1/2" 1/2" 1/2" 1/4" 1/4" 1/4" 1/4" 1/4" 5/16" 5/16" 5/16" 5/16" 5/16" 1 1/2"2 1/2" TY P . 1 1 / 2 " TY P . 3" O . C . PER SCHED. SKEWED PLATE A B Θ SKEWED CONN. WELD SIZES Θ = 0° 1/4" 1/4" 1/4" 1/4" 1/4" 5/16" 5/16" 5/16" 5/16" 5/16" 3/8" 3/8" 3/8" 3/8" 3/8" 1/2" 1/2" 1/2" 1/2" 1/2" 9/16" 1/4" 1/4" 1/4" 1/4" 1/4" 5/16" 5/16" 5/16" 5/16" 5/16" A B (BEVEL WELD) 30°<Θ≤45° 1/4" 1/4" 1/4" 1/4" 1/4" 5/16" 5/16" 5/16" 5/16" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 9/16" 9/16" 9/16" 9/16" BEAM WEB OR F.O.HSS 3 " 3/8" (1/4") 3/8" (1/4") 3/8" (1/4") 3/8" (1/4") 3/8" (1/4") 1/2" (3/8") 1/2" (3/8") 1/2" (3/8") 1/2" (3/8") 1/2" (3/8") 1/2" HSS COLW-BEAMS / CHANNEL 1/2"1 1/2" 2 1/2" PER SCHED. TY P . 1 1 / 2 " TY P . 3" NOTES: 1. WELD ALL SIDES OF ALL KNIFE PLATES TO CONNECTED W-BEAMS AT ALL ATTACHMENTS. KNIFE PLATE BOLTING AND WELDING ARE USED IN UNISON FOR ALL CONNECTIONS. NOTES: MIN. 1' - 0" MIN. 4" DECK PARALLEL TO BEAMDECK PERPENDICULAR OR SKEWED TO BEAM 16" MAX. CL OF GIRDER OR FACE OF COL. 12" MAX. SPACING BTWN. PUDDLE WELDS OR STUD & PUDDLE WELD 1ST STUD 1ST STUD CL SPAN PUDDLE WELD WHERE NO STUD REQ'D. CL OF GIRDER OR FACE OF COL. S6.2 6A /6A S6.2 1. WHEN # OF STUDS REQ'D. EXCEEDS THE # OF FLUTES, PLACE (2) IN EVERY OTHER FLUTE STARTING AT EA. END OF THE BEAM, THE TRANSVERSE SPACE SHALL BE 3" MIN. 2. STUDS SHALL BE 3/4"Ø "NELSON HEADED ANCHOR STUDS" (H.A.S.) OR APPROVED EQUIVALENT. 3. LOCATE STUDS RE: INSIDE OF FLUTES CLOSEST TO NEAREST SUPPORT (AWAY FROM BEAM CENTERLINE). 1 1 / 2 " M I N CO V E R 1/ 2 " M I N CO V E R 1/ 2 " M I N 1 1 / 2 " M I N CORRECT LOCATION INCORRECT LOCATION CL SPAN CONC. SLAB ON DECK F.F. RE: PLAN CFS POST, RE: PLAN "PBU" WALL PANEL, RE: PLAN CONT. BENT PL. (LLH) OR TRACK, RE: PLANS. HOLDOWN PER PLAN CONNECT TO ADDITIONAL STUD AT EACH END OF SHEARWALL OR BRACED WALL PER THE MANUFACTURES RECOMMENDATIONS, RE: PLAN. W-BEAM, RE: PLAN PL. 1/4"x 6"x FULL CONNECT HOLDOWN AT UNDERSIDE OF DECK TO PL. PER THE HOLDOWN MANUFATURES' RECOMMENDATIONS. 1/4 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S6.2 FLOOR FRAMING DETAILS DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 1" = 1'-0" DECK TO CMU1 1" = 1'-0" DECK TO CMU OPENING2 1" = 1'-0" CFS BEAM TO CMU3 1" = 1'-0" X-BRACED SHEARWALL4 1" = 1'-0" FRAMING AT DECK OPENINGS7 3/4" = 1'-0" DECK PENETRATION8 3/4" = 1'-0" DECK PENETRATION9 1" = 1'-0" BOLTED SHEAR CONNECTION10 1" = 1'-0" TYPICAL COMPOSITE BEAM STUD SPACING6 1" = 1'-0" STUD LOCATION6A 1" = 1'-0" HOLDOWN AT SHEARWALL5 No . D e s c r i p t i o n Date 1 U P D A T ES / C I T Y S U B M IT T A L 08.16.22 1 09/27/2022 METAL ROOFING OVER INSULATION W-BEAM, RE: PLAN CFS WALL GIRTS, RE: PLAN CFS "Z" PURLIN, RE: PLAN HSS POST (BEYOND), RE: PLANS 16ga. x 6"x6" PURLIN ATTACHMENT CLIP, W/ (4) #10 SCREWS CONTINUOUS 5x4x14 GAGE (LLH) BENT CFS PL. FOR EXTERIOR PANEL CONNECTION, RE: PLAN T/WALL ELEV. RE: PLAN T.O. STEEL RE: PLAN KNIFE PL., RE:/10 S6.2 L4x4x3/8 x 6" L. W/ 1/4" PL. CLIP. CONN. CFS BEAM TO PL. W/ (4) #10 SCREWS CFS "Z" PURLIN, RE: PLAN HSS POST (BEYOND), RE: PLANS (2) 4CS2x065 C.F.S. BEAM/HEADER @ PURLIN ELEVATION, RE: PLAN T/WALL ELEV. RE: PLAN T.O. STEEL RE: PLAN METAL ROOFING OVER INSULATION 16ga. x 6"x6" PURLIN ATTACHMENT CLIP, W/ (4) #10 SCREWS CFS WALL GIRTS, RE: PLAN CFS "Z" PURLIN, RE: PLAN DBL C.F.S. BUILT-UP POST @ EVERY STORAGE LOCKER, RE: PLANS GUSSET PLATE AT X-BRACE T/WALL ELEV. RE: PLAN METAL ROOFING OVER INSULATION T.O. STEEL RE: PLAN CFS WALL GIRTS, RE: PLAN ROOF DIAPHRAGM X- BRACING, RE: PLAN C.F.S. WALL GIRTS, RE: PLANC.F.S. "Z" PURLIN, RE: PLAN DBL C.F.S. BUILT-UP POST @ EVERY STORAGE LOCKER, RE: PLAN GUSSET PLATE AT X-BRACE METAL ROOFING OVER INSULATION T.O. STEEL RE: PLAN ROOF DIAPHRAGM X- BRACING, RE: PLAN C.F.S. POST, RE: PLAN CONNECT EACH C.F.S. POST TO EACH "Z" PURLIN W/ (6) #10 SCREWS AT EACH CONN. MIN. MIN. TOP/COLLECTOR PL, RE: PLAN MIN. WALL SHT'G, RE: PLAN SIDELAP PANEL FASTENER, RE: PLAN C.F.S. "Z" PURLIN, RE: PLAN METAL ROOFING OVER INSULATION T.O. STEEL RE: PLAN CONNECT EACH C.F.S. POST TO EACH "Z" PURLIN, W/ (6) #10 SCREWS C.F.S. POST, RE: PLAN MAX. SPACING, RE: PLANS METAL ROOFING OVER INSULATION C.F.S. "Z" PURLIN, RE: PLAN T.O. STEEL RE: PLAN CONNECT EACH C.F.S. POST TO EACH "Z" PURLIN W/ (6) #10 SCREWS AT EACH CONN. MIN. C.F.S. "Z" PURLIN, RE: PLAN METAL ROOFING OVER INSULATION C.F.S. STUB POST AT PURLIN/HEADER CONNECTION. STUB POST SHALL MATCH C.F.S. POST PER PLANS. CONNECT EACH STUB POST TO THE HEADER W/ (6) #10 SCREWS MIN. C.F.S. BEAM/HEADER, RE: PLANS T.O. STEEL RE: PLAN CONNECT EACH C.F.S. POST TO EACH "Z" PURLIN, RE: PLANS DBL C.F.S. BUILT UP POST, RE: PLAN MAX. SPACING, RE: PLANS METAL ROOFING OVER INSULATION C.F.S. "Z" PURLIN, RE: PLAN EXTEND ONE POST AND CONNECT TO EACH "Z" PURLIN. RE: PLAN C.F.S. BEAM/HEADER. CONNECT EACH BEAM/HEADER TO THE C.F.S. POST PER PLANS. T.O. STEEL RE: PLAN REINFORCED CMU WALL PER PLANS AND DETAILS. PROVIDE VERTICAL REINF. PER PLANS AND DETAILS AND AT ALL CORNERS AND AT ENDS OF WALLS. GROUT CELLS WITH REINF. SOLID. L4x4x3/16 LEDGER W/ 5/8" HY270 EPOXY ANCHORS @ 24" O.C. GROUT ALL CELLS SOLID AT ANCHORS. STAGGER ANCHORS. RE: PLAN METAL ROOFING OVER INSULATION C.F.S. "Z" PURLIN, RE: PLAN T.O. STEEL RE: PLAN 16ga. x 6"x6" PURLIN ATTACHMENT CLIP, W/ (4) #10 SCREWS #5 BOND. BM. AT TOP TYP. 1/4 REINFORCED CMU WALL PER PLANS AND DETAILS. PROVIDE VERTICAL REINF. PER PLANS AND DETAILS AND AT ALL CORNERS AND AT ENDS OF WALLS. GROUT CELLS WITH REINF. SOLID. L4x4x1/4 X 6" LONG STEEL LEDGER ANGLE W/ 1/4" PL. CLIP. CONN. C.F.S. BM. TO PL. CLIP W/ (4)#10 SCREWS. C.F.S. BM/HDR. CONNECT EACH BM/HDR TO THE C.F.S. POST PER PLANS. RE: PLANS. METAL ROOFING OVER INSULATION C.F.S. "Z" PURLIN, RE: PLAN B/PURLIN ELEV. RE: PLAN GROUTED SOLID BOND BEAM W/ CONT. REINFORCEMENT, RE: PLANS. 3/8x12x1'-8" STEEL PL. W/ (2) ROWS OF (3) 3/4"Ø ANCHORS (5" MIN. EMBED). SPACE ANCHORS 8" O.C. IN BOTH DIRECTIONS. GROUT ALL CELLS SOLID AT ANCHORS. AS ALTERNATE PROVIDE STEEL BEARING PL. PER STEEL BM. BEARING AT CMU PILASTER/WALL DETAIL. #5 BOND. BM. AT TOP TYP. C.F.S. WALL GIRTS, RE: PLAN C.F.S. "Z" PURLIN, RE: PLANS DBL C.F.S. BUILT-UP POST @ EVERY STORAGE LOCKER, RE: PLAN T/WALL ELEV. RE: ARCH. T/WALL ELEV. RE: PLAN C.F.S. WALL GIRTS, RE: PLAN METAL ROOFING OVER INSULATION C.F.S. LOAD-BEARING WALL/POST RE: PLANS MIN. TOP / COLLECTOR PL. PER SHEARWALL SCHEDULE U.N.O. MIN. WALL SHT'G PER SHEARWALL SCHEDULE. END SUPPORT PANEL FASTNER PER SHEARWALL SCHEDULE. INTERMEDIATE PANEL FASTNER PER SHEARWALL SCHEDULE. SIDELAP PANEL FASTNER PER SHEARWALL SCHEDULE #12 SCREWS @ 12" O.C. C.F.S. "Z" PURLIN, RE: PLAN DBL C.F.S. BUILT-UP POST @ EVERY STORAGE LOCKER, RE: PLAN T/WALL ELEV. RE: PLAN C.F.S. WALL GIRTS, RE: PLAN METAL ROOFING OVER INSULATION C.F.S. LOAD-BEARING WALL/POST RE: PLAN MIN. TOP / COLLECTOR PL. PER SHEARWALL SCHEDULE MIN. WALL SHT'G. PER SHEARWALL SCHEDULE. END SUPPORT PANEL FASTNER PER SHEARWALL SCHEDULE. INTERMEDIATE PANEL FASTNER PER SHEARWALL SCHEDULE. SIDELAP PANEL FASTNER PER SHEARWALL SCHEDULE #12 SCREWS @ 12" O.C. SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S7.0 ROOF FRAMING DETAILS DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 1" = 1'-0" "Z" TO W-BEAM AT EXTERIOR1 1" = 1'-0" "Z" TO CFS HEADER AT EXTERIOR1B 1" = 1'-0" "Z" PURLINS PARALLEL W/ WALL2 1" = 1'-0" "Z" PURLIN AT EAVE3 1" = 1'-0" ROOF PURLIN AT C.F.S. POST4 1" = 1'-0" COORIDOR HEADER AT ROOF PURLIN5 1" = 1'-0" ROOF PURLIN AT C.F.S. BEAM/HEADER6 1" = 1'-0" COORIDOR HEADER AT ROOF PURLIN7 1" = 1'-0" "Z" PURLIN TO CMU8 1" = 1'-0" CFS BEAM TO CMU9 1" = 1'-0" CFS WALL TO EXTERIOR WALL10 1" = 1'-0" CSF WALL TO EXTERIOR EAVE11 No . D e s c r i p t i o n Date 09/27/2022 MASONRY LINTEL SCHEDULE MARK MIN. DEPTH DETAILJAMB REINFORCING JAMB WIDTH L-1 L-2 BOT. ELEV. ABOVE F.F. 16" 24" RE: ARCH. RE: ARCH. 16"(1) #6 @ 8" O.C. (1) #6 @ 8" O.C.24" U.N.O. HORIZONTAL REINFORCING (2) #5 TOP & BOTTOM (2) #5 TOP & BOTTOM /1B S7.1 /1B S7.1 1B S7.1 GR O U T S O L I D LI N T E L D E P T H AND THROUGH SOLID GROUTED JAMB 24" MIN BEYOND CORNER OF OPENING TOP REINF. BOTTOM REINF. VERTICAL REINFORCING, RE: SCHEDULE AND DETAILS FOR JAMB CONDITIONS, EXTEND TO FLOOR OR ROOF DIAPHRAGM OPENING ELEVATION NOTES: 1. LOCATED CONTSTRUCTION OPENINGS AS NEEDED, EXTEND #5 HORIZ. AT SIDES OF OPENING TO RECEIVE MECHANICAL COUPLERS AT TIME OF INFILL. B.O. LINTEL RE: ARCH T.O. LINTEL TYP. CMU VERT. REINF. (2) #5 T&B SO L I D GR O U T 1' - 4 " 3" L-1 3" B.O. LINTEL RE: ARCH T.O. LINTEL (2) #5 T&B SO L I D GR O U T 2' - 0 " 3" L-2 3" TYP. CMU VERT. REINF. 1" M I N . 2" 2" 1" M I N . 1" MIN. CL WORK POINT CONT. WALL GIRT/TRACK IN C.F.S. STUD WALL PER PLAN C.F.S. "Z" PURLIN, RE: PLAN X-BRACING STRAP PER PLAN. 16GA x 18" x 18" GUSSET PL. MIN. ALL GUSSET PL. DIM. ARE MIN. FIELD VERIFY ALL DIMS. PRIOR TO FABRICATION. (33) #12 SCREWS FROM PLATE TO GIRT/TRACK (24) #12 SCREWS FROM STRAP TO PLATE (2) #12 SCREWS AT EA. LAP OF STRAPS TO UNDERSIDE OF PURLIN 1 " M I N . SHEARWALL OR X-BRACE WALL, RE: PLAN (8) #12 SCREWS EA. STAP TO GUSSET PLATE OVER SHEARWALL OR X-BRACE WALL TOP TRACK (16) #12 SCREWS FROM GUSSET PLATE TO SHEARWALL OR X-BRACE WALL TOP TRACK (SCREWS FROM STRAPS CAN BE USED FOR THIS ATTACHMENT REQUIREMENT IF THEY PENETRATE ALL THREE LAYERS OF STEEL) STRAP TO EXTERIOR WALL STRAP TO CFS ROOF PURLIN STRAP TO CFS SHEARWALL / X-BRACE B/PURLIN ELEV. RE: PLAN F.F. RE: PLAN T/WALL ELEV. RE: PLAN C.F.S. WALL GIRTS, RE: PLANS. MIN. PROVIDE AT TOP OF PARAPET AND BOT OF PURLIN ELEVATION. RE: PLANS. CONCRETE TILT UP PANEL, RE: PLANS METAL ROOFING OVER INSULATION C.F.S. "Z" PURLIN, RE: PLANS POST IN EXTERIOR WALL. RE: PLANS CONT. BENT PLATE (LLH), PER PLAN. CONNECT TO COLD- FORMED STEEL POST WITH (4) #12 SCREWS AT EA. POST, AND TO HSS WITH (2) ROWS OF #10 SCREWS AT 12" O.C. STAGGERED. HSS BEAM PER PLAN (LONG DIM VERTICAL).WELD TO 3/8x7x1'-1" STEEL PL. CONNECTED TO CMU WALL (4) 3/4"Ø ANCHORS (2 ABOVE AND BELOW) AT BOTH ENDS. USE ADHESIVE SYSTEM PER G.S.N. (6-3/4" MIN. EMBED). PROVIDE AT EACH FLOOR LEVEL. 4"x4"x12 GA BENT PL. AT EACH STUD W/ (3) #10-16 SCREWS INTO EACH STUD AND TO HSS. 4 1 / 2 " F.F. RE: PLAN 4 1 / 2 " 1/4 2 - 12 2 - 12 GRID CONC. TILT-UP WALL PANEL, RE: PLAN F.F. RE: PLAN F.F. RE: PLAN T.O. CMU RE: PLAN 4 1 / 2 " 4 1 / 2 " B/PURLIN ELEV. RE: PLAN HSS BEAM PER PLAN (LONG DIM VERTICAL). PROVIDE HSS BEAM AT EACH FLOOR LEVEL PER PLAN. PL3/8x7x1'-1", ATTACH TO CMU WALL W/ (4) 3/4"Ø ANCHORS AS SHOWN EA. END OF HSS. USE HILTI RE-500 V3, OR SIMILAR, EPOXY W/ 6-3/4" MIN. EMBED INTO SOLID GROUTED CMU. 1/4 TYP. 1" = 1'-0" MASONRY LINTEL SCHEDULE1 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S7.1 ROOF FRAMING DETAILS DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 1" = 1'-0" ROOF X-BRACE STRAPS AT WALLS AND PURLINS2 1" = 1'-0" HSS BEAMS TO C.F.S. WALL3 1" = 1'-0" HSS BEAMS TO CMU4 No . D e s c r i p t i o n Date 09/27/2022 STAIR 1 220 UP STAIR 2 221 STAIR 1 320 UP STAIR 2 321 STAIR 1 120 UP STAIR 2 121 11 12 13 AA HSS8x6x3/8 3"10' - 0"10' - 0"3" 8 S8.1 6 S8.1 6 S8.1 6 S8.1 6 S8.1 6 S8.1 9 S8.1 10 S8.1 C12x20.7 C9 x 1 3 . 4 C12x20.7 C9 x 1 3 . 4 C12x20.7 C12x20.7L3 X 3 X 1 / 4 11 S8.1 10 S8.1 CONT. CONT. 31 31 D 4' - 0 " 10 ' - 4 " 5' - 1 1 " 20 ' - 3 " 10' - 4" C12x20.7 C9x13.4 C9x13.4 C9x13.4 C12x20.7 C1 2 x 2 0 . 7 C1 2 x 2 0 . 7 C1 2 x 2 0 . 7 C1 2 x 2 0 . 7 C1 2 x 2 0 . 7 C1 2 x 2 0 . 7 C1 2 x 2 0 . 7 C1 2 x 2 0 . 7HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/45 S8.1 7 S8.1 7 S8.1 4 S8.1 3 S8.1 TYP TYP TYP 6 S8.1 4 S8.1 6 S8.1 11 12 13 AA HSS8x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x3/83"10' - 0"10' - 0"3" 8 S8.1 7 S8.1 6 S8.1 10 S8.1 11 S8.1 31 31 DDHSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4C12x20.7 C9x13.4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4C12x20.7 C9x13.4 C9x13.4 4 S8.1 5 S8.1 6 S8.1 7 S8.1 7 S8.1 TYP TYP C1 2 x 2 0 . 7 C1 2 x 2 0 . 7 C1 2 x 2 0 . 7 6 S8.1 11 12 13 AA 10' - 0"10' - 0" 1 S8.1 8 S8.1 9 S8.1 C12x20.7 C9 x 1 3 . 4 C12x20.7 C12x20.7 C12x20.7 C12x20.7 L3 X 3 X 1 / 4 6 S8.1 TYP. 10 S8.1 OPP. 10 S8.1 TYP. CONT. CONT. 31 DDHSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4F3 F3F3 F3 F3 F3 F3 F3 2 S8.1 TYP SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S8.0 STAIR FRAMING PLANS DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 3/8" = 1'-0" STAIR #1 @ 2ND FLOOR 3/8" = 1'-0" STAIR #2 @ 2ND FLOOR 3/8" = 1'-0" STAIR #1 @ 3RD FLOOR 3/8" = 1'-0" STAIR #2 @ 3RD FLOOR 3/8" = 1'-0" STAIR #1 FOUNDATION 3/8" = 1'-0" STAIR #2 FOUNDATION PLAN No . D e s c r i p t i o n Date 09/27/2022 CONC. SLAB ON GROUND, RE: PLAN C12 STRINGER, RE: PLAN (3) SIDES, TYP. 1/4 L2x2x1/4 x0'- 8" F.F. RE: PLAN L3x3x1/4x0' -3" W/ 5/8"Ø x 3" EMBED HILTI HY200 EPOXY ANCHOR, EA. STRINGER (1) #4 CONT. MI N . 8" 8" 1/4" GALV. BENT CHECKERED TREAD 1/4 1-1/2" NON-SHRINK GROUT FOOTING SIZE & REINF., RE: FTG. SCHED. (4) 3/4"Ø x 13" HEADED A.B. W/ 5" PROJECTION HSS COL., RE: PLANS PL. 1"x10"x10" TYP. 1 1/2" TYP. 1 1/2" TY P . 1 1 / 2 " TY P . 1 1 / 2 " 16" SQ. CONC. PIER (2) #3 TIE IN TOP 5", AND THEN @ 10" O.C. #5 VERT. BARS @ 12" O.C. AROUND PEDESTAL PERIMETER WITH HOOK INTO FTG. RE: PLAN CL R . 3" CLR. 3" 1/4 C12 STRINGER, RE: PLAN L2x2x1/4 x0'- 8" 1/4" GALV. BENT CHECKERED TREAD RE: PLAN EQ EQ F.F. RE: PLAN CJP 1" EA. END 1/4" GALV. BENT CHECKERED PLATE CONT. L3x3x1/4 C-CHANNEL, RE: PLAN1/4TYP. L3x3, RE: PLAN RE: PLAN 1/4 CJP 1" EA. END F.F. RE: PLAN 1/4" GALV. BENT CHECKERED PLATE CONT. L3x3x1/4 C-CHANNEL, RE: PLAN C-CHANNEL, RE: PLAN C12 STRINGER, RE: PLAN L2x2x1/4 x0'- 8" 1/4" GALV. BENT CHECKERED TREAD 1/4" GALV. BENT CHECKERED PLATE C-CHANNEL, RE: PLAN W- BEAM, RE: PLANS KNIFE PL., RE: CONC. SLAB ON DECK L2x2x1/4 x0'- 8" EXPANSION JOINT, RE: PLANS LOWER WALL, RE: PLANS F.F. RE: PLAN /10 S6.2 C-CHANNEL, RE: PLAN 1/4" GALV. BENT CHECKERED PLATE W-BEAM, RE: PLANS F.F. RE: PLAN CONT. L3x3x1/4 AT LANDING PERIMETER CHANNEL NOT SHOWN FOR CLARITY. KNIFE PL., RE:/10 S6.2 F.F. RE: PLAN C-CHANNEL, RE: PLAN 1/4" GALV. BENT CHECKERED PLATE HSS COL., RE: PLANS CONT. L3x3x1/4 AT LANDING PERIMETER CHANNEL NOT SHOWN FOR CLARITY. KNIFE PL., RE:/10 S6.2 1/4 C12 STRINGER, RE: PLAN L2x2x1/4 x0'- 8" 1/4" GALV. BENT CHECKERED TREAD EQ EQ RE: PLAN F.F. RE: PLAN 3/4"Ø HILTI HY270 EPOXY BOLTS W/ 6-3/4" EMBED IN GROUTED CELLS #5 BOND BM. CMU WALL RE: PLANS C-CHANNEL, RE: PLAN 1/4" GALV. BENT CHECKERED PLATE CMU WALL RE: PLANS #5 BOND BM. 3/4"Ø HILTI HY270 EPOXY BOLTS W/ 6-3/4" EMBED IN GROUTED CELLS C-CHANNEL, RE: PLAN 1/4" GALV. BENT CHECKERED TREAD C12 STRINGER, RE: PLAN 1/4" GALV. BENT CHECKERED PLATE L2x2x1/4 x0'- 8" RE: PLAN 1 1/2"9"1 1/2" 2" 8" 2" 1' - 0 " 1' - 0" CMU WALL RE: PLANS 3/4" STRINGER CONTINUOUS AT OUTSDIE WALL, RE: PLAN (4) 3/4"Ø HILTI HY270 EPOXY BOLTS W/ 6-3/4" EMBED IN GROUTED CELLS (OPTION, POCKET BEAM INTO WALL PER ) KNIFE PL., RE:/10 S6.2 KNIFE PL., RE:/10 S6.2 2" 8" 2" /11 S8.1 SOLID GROUT POCKET, OR DRYPACK SOLID AFTER ERECTION RE: PLAN F.F. RE: PLAN STEEL ANGLE LEDGER W/ ADHESIVE ANCHORS NOT SHOWN FOR CLARITY. RE: PLAN STAIR BM PER PLAN 1/4" GAL'V CHECKERED PL W/ L3x3x1/4 STIFFENERS @ 24" O.C. (MAX.) STIFFENER NOT SHOWN FOR CLARITY. PROVIDE (3) COURSES OF SOLID GROUTED MASONARY (16" WIDE) CENTERED UNDER BEAM. BEARING PL. 3/4"x6"x1'-4" W/ (2) 1/2"Ø x8" DBA'S OR #4 A706 REBAR ON 1" NON SHRINK GROUT 1/4 3" (2) #5 BOND BEAM BELOW BEAM W/ STANDARD HOOK AROUND VERT BAR IN LAST CELL 1' - 4" 4"8"4" 6" 1 1 / 2 " SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S8.1 STAIR FRAMING & DETAILS DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 1" = 1'-0" STRINGER TO SLAB1 1" = 1'-0" CONC. PIER AT HSS COL.2 1" = 1'-0" STAIR LANDING3 1" = 1'-0" STRINGER AT LANDING4 1" = 1'-0" LANDING AT PLATFORM5 1" = 1'-0" STRINGER TO LANDING BEAM6 1" = 1'-0" STRINGER TO HSS COLUMN7 1" = 1'-0" LANDING AT CMU WALL8 1" = 1'-0" LANDING AT CMU WALL9 1" = 1'-0" STRINGER TO CMU WALL10 1" = 1'-0" STRINGER TO CMU WALL11 No . D e s c r i p t i o n Date 09/27/2022 RESTROOM 106 REFUSE RM 107 HSS POST IN STUD WALL PER PLAN (10'-0" O.C. MAX.) CONCRETE TILT UP PANEL, RE: PLAN F.F. RE: PLAN 1/4 CONC. SLAB ON DECK STEEL BASE & CAP PL. 3/4x6x1'-0" W/ (2) 1/2" Ø POST INSTALLED ANCHORS AT 9" O.C. (2-5/8" MIN. EMBED). C10x15.3 AT 10'-0" O.C. MAX. W/ (2) HORIZONTAL SLOTTED HOLES TO RECEIVE (2) 3/4" Ø A325 BOLTS AT VERTICAL C6 IN STUD WALL. 3' - 0 " 3/4" (V.I.F.) B/CANOPY ELEV. RE: ARCH C6 TO C10 AFTER ERECTION 6CS2.5x059 PURLINS @ 2'-0" O.C. MAX. PURLINS SHALL BE CONTINUOUS FOR (2) SPANS MIN. METAL ROOF PANELING, RE: PLANS. INSTALL PER MANUFACTURES RECOMMENDATIONS. 10' - 0" MAX. OUTLINE OF FINISH MATERIAL AND SUPPORT FRAMING, RE: ARCH 1' - 9 1 / 2 " 1/4 C10 TO HSS 3/4" Ø ASTM A603 GALVANIZED WIRE ROPE (OR ROD) W/ OPEN SPELTER SOCKET EACH END AND 1/4" STEEL PLATE CONNECTION FOR PIN, TYP. COORDINATE LOCATION W/ EXTERIOR SIGNAGE AND SPACE EQUALLY ACROSS LENGTH OF CANOPY WITH ROD EACH END 10' -0" MAX O.C. SPACING F.F. RE: PLAN CFS POST IN EXTERIOR WALL, RE: PLAN C6x8.2 VERTICAL AT 10'-0" MAX. O.C. IN SAME PLANE AS CFS STUDS W/ (2) 3/4" Ø A325 BOLTS IN VERTICALL SLOTTED HOLES 6CS2.5x059 GIRTS AT TOP AND BOT. OF WALL AND TOP OF C10 FOR ATTACHMENT OF SIDING METAL SIDING, RE: ARCH 3/8 12 1/4 PL TO C6 1/4 PL TO HSS 4 12 6" TY P . 5 1 / 2 " TYP. 11 3/4" STEEL BASE & CAP PL. 3/4x6x1'-0" W/ (2) 1/2" Ø POST INSTALLED ANCHORS AT 9" O.C. (2-5/8" MIN. EMBED). CONCRETE TILT UP PANEL, RE: PLAN F.F. RE: PLAN 1/4 STEEL BASE/CAP PL. 3/4x6x1'-0" C10x15.3 AT 10'-0" O.C. MAX. W/ (2) HORIZONTAL SLOTTED HOLES TO RECEIVE (2) 3/4" Ø A325 BOLTS AT VERTICAL C6 IN STUD WALL. C6x8.2 VERTICAL AT 10'-0" MAX. O.C. IN SAME PLANE AS CFS STUDS W/ (2) 3/4" Ø A325 BOLTS IN VERTICALL SLOTTED HOLES 3' - 0 " 6CS2.5x059 GIRTS AT TOP AND BOT. OF WALL AND TOP OF C10 FOR ATTACHMENT OF SIDING 3/4" (V.I.F.) B/CANOPY ELEV. RE: PLAN TYP. AFTER ERECTION METAL SIDING, RE: ARCH 3/8 126CS2.5x059 PURLINS @ 2'-0" O.C. MAX. PURLINS SHALL BE CONTINUOUS FOR (2) SPANS MIN. METAL ROOF PANELING, RE: PLANS. INSTALL PER MANUFACTURES RECOMMENDATIONS. 10' - 0" MAX. OUTLINE OF FINISH MATERIAL AND SUPPORT FRAMING, RE: ARCH 1' - 9 1 / 2 " 1/4TYP. F.F. RE: PLAN CFS POST IN EXTERIOR WALL, RE: PLAN HSS BEAM ACROSS STAIRWAY, RE: PLAN AND 1/4TYP. 3/4" Ø ASTM A603 GALVANIZED WIRE ROPE (OR ROD) W/ OPEN SPELTER SOCKET EACH END AND 1/4" STEEL PLATE CONNECTION FOR PIN, TYP. COORDINATE LOCATION W/ EXTERIOR SIGNAGE AND SPACE EQUALLY ACROSS LENGTH OF CANOPY WITH ROD EACH END 10' -0" MAX O.C. SPACING 1/4 PL TO C6 1/4 PL TO HSS 6" 4 12 HSS POST IN STUD WALL PER PLAN (10'-0" O.C. MAX.) 4 1 / 2 " 4 1 / 2 " /3 S7.1 HSS BEAM ACROSS STAIRWAY, RE: PLAN AND /3 S7.1 1 2 3 4 A BHSS6x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8C1 0 x 1 5 . 3 C1 0 x 1 5 . 3 C1 0 x 1 5 . 3 C1 0 x 1 5 . 3C10x15.3C10x15.3 C10x15.3 C10x15.3 C10x15.3 1 S9.0 1 S9.0TYP.HSS6x6x3/8HSS6x6x3/8HSS6x6x3/811 12 13 14 15 16 17 AAHSS6x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8HSS6x6x3/8C1 0 x 1 5 . 3 C1 0 x 1 5 . 3 C1 0 x 1 5 . 3 C1 0 x 1 5 . 3 C1 0 x 1 5 . 3 C1 0 x 1 5 . 3 C1 0 x 1 5 . 3 1 S9.0TYP. HSS8x6x3/8 2 S9.0 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S9.0 CANOPY FRAMING DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 1" = 1'-0" CANOPY FRAME1 1" = 1'-0" CANOPY CROSS BEAM2 3/16" = 1'-0" CANOPY FRAMING PLAN #1 3/16" = 1'-0" CANOPY FRAMING PLAN #2 No . D e s c r i p t i o n Date 09/27/2022 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 29' - 9"1/2"19' - 5 1/2"1/2"21' - 11 1/2"1/2"15' - 5 1/2"1/2"20' - 11 1/2"1/2"25' - 11 1/2"1/2"25' - 11 1/2"1/2"14' - 11 1/2"1/2"13' - 5 1/2"1/2"19' - 11 1/2"1/2"21' - 11 1/2"1/2"21' - 11 1/2"1/2"21' - 11 1/2"1/2"23' - 8 1/2" 100' - 0" 112' - 1 1/2" T.O.C. F.F. 2ND F.F. 4 1 / 2 " 4' - 9 1 / 2 " 7' - 4 " 112' - 6" CL-3 CL-2 J3 J3 J1 J2 J2 J2 J1 J1 J2 J2 J2 J2 TILT-UP PANEL NOTES 1. 5-1/2" THICK (2x6 FORM) WITH REINFORCING PER ASSEMBLY DETAILS, RE: S10.1 SHEET. CL-1, TYP. U.N.O. CL-2 A B C D E 1/2"26' - 0"1/2"25' - 11 1/2"1/2"25' - 11 1/2"1/2"25' - 11 1/2"1/2" T.O.C. F.F. 2ND F.F. 100' - 0" 112' - 1 1/2" 112' - 6" B.9 26' - 0"1/2" CL-1, TYP. U.N.O. J1 910111213141516171819202122232425262728293031 27' - 6"1/2"27' - 6"1/2"27' - 6"1/2"27' - 6"1/2"27' - 6"1/2"27' - 6"1/2"27' - 6"1/2"25' - 2 1/2" T.O.C. F.F. 2ND F.F. 112' - 6" 112' - 1 1/2" 12 ' - 1 1 / 2 " CDE 1/2"21' - 5 1/2"1/2"21' - 5 1/2"1/2"21' - 5 1/2"1/2" T.O.C. F.F. 2ND F.F. 112' - 6" 112' - 1 1/2" 100' - 0" 123456789 T.O.C. F.F. 2ND F.F. 100' - 0" 112' - 6" 112' - 1 1/2" 1/2"26' - 7 1/2"1/2"26' - 7 1/2"1/2"26' - 7 1/2"5 1/2" ABC T.O.C. F.F. 2ND F.F. 112' - 1 1/2" 112' - 6" 17' - 11 3/4"1/2"17' - 11 1/2"1/2"29' - 5 3/4"1/2" 100' - 0" B.9 CL-3 J1 J3 J3 CL-1 SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S10.0 COMPOSITE TILT-UP PANEL WALL ELEVATIONS DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 1" = 10'-0" COMPOSITE NORTH WALL ELEVATION1 1/8" = 1'-0" COMPOSITE EAST WALL ELEVATION2 1/8" = 1'-0" COMPOSITE SOUTH WALL GRID "E" ELEVATION3 1/8" = 1'-0" COMPOSITE WEST GRID "9" WALL ELEVATION4 1/8" = 1'-0" COMPOSITE SOUTH WALL GRID "C" ELEVATION5 1/8" = 1'-0" COMPOSITE WEST GRID "1" WALL ELEVATION6 No . D e s c r i p t i o n Date 1 U P D A T ES / C I T Y S U B M IT T A L 08.16.22 1 1 1 1 1 09/27/2022 1B S10.1 1A S10.1 3 S10.1 /5 S10.1 /2 S10.1 ADDITIONAL VERT. BARS AT JAMB OR UNDER GIRDER, AS OCCURS F.F. RE: PLAN (2) #5 VERT. BARS AT WALL ENDS #3 TIES @ 8" O.C. AT JAMBS EXTEND 2' - 0" ABOVE & BELOW OPENING (2) #5 CONT. BELOW SILL#3 STIRRUPS @ 12" O.C. BELOW OPENINGS (2) #5 BARS W/ 6" 90° HOOKS CONT. AT BOT. OPENING IN PANEL, RE: ARCH. (2) #5 VERT. BARS MIN EACH SIDE OF OPENING #5 x 5' -0" CORNER BAR ALL OPENINGS. TYP. (2) #5 BARS AT HEAD & THRU JAMB, TYP. U.N.O. TYPICAL PANEL REINFORCING: ALL WALLS: #5 VERT. @ 16" O.C. (CENTERED IN WALL), HORIZONTAL BARS: #5 @ 16" O.C. (CENTERED IN WALL), U.N.O. TYPICAL PANEL NOTES: 1. FOR SHIMMING OF PANEL, RE: . 2. PROVIDE CORNER CONN., RE: . 3. FOR TYP WALL LAYOUT/ELEVATION, RE: . 2' - 0 " #3 TIES @ 2' - 0" O.C. AT JAMB ABOVE & BELOW OPENING /6 S10.1 (2) #5 BARS W/ 6" 90° HOOKS CONT. AT TOP MISC. TYP. OPENING, 2' -0" MAX DIM. 2' - 0" #5 x 4' -0" CORNER BAR ALL OPENINGS. TYP. (2) #5 x 4' -0" BARS ALL SIDES TYP. (2) #5 VERT. BARS AT WALL ENDS ADDITIONAL VERT. BARS AT JAMB OR UNDER GIRDER, AS OCCURS EMBED PL.1/4"x6"x8" W/ (2) 5/8" DIA x 4" LONG HEADED STUDS AT 4" O.C. SEE PANEL ELEVATIONS FOR LOCATIONS. ALIGN SLAB & WALL PLATES, ALIGN W/ FTG EMBEDS. PLACE 24" OFF EA. SIDE EDGE OF TILT-UP. (1) PER LEG, (3) PER PANEL MIN. LINTEL SECTION 'A' VERT. REINF. DIAGONAL CORNER BAR LINTEL REINF. PER SCHD. T.O. OPENING #3 TIES PER SCHD. CONCRETE LINTEL SCHEDULE CL-X DEPTH LONG BARS #3 TIE SPC'G CL-1 16"(4) #5 T&B 6" O.C. CL-2 18"(4) #6 T&B 3" O.C. CL-3 36"(4) #6 T&B 6" O.C. 3' - 0 " CL-3 1' - 6 " CL-2 1' - 4 " CL-1 PE R S C HE D . LI N T E L D E P T H JAMB SECTION 'B' CL R . 1 1 / 2 " TYP. HORIZ. REINF. PERIMETER REINFORCING TYP. VERT. REINF. 2" CLR. L2x2x1/4 x 0' - 6" BENT PL3x3x3/8 x 0' - 8" W/ (2) #5 A706 x 2' - 0" REBAR @ 6" O.C. INSIDE FACE OF PANEL BENT PL3x3x3/8 x 0' - 8" W/ (2) #5 A706 x 2' - 0" REBAR @ 6" O.C. 3/16 EA. LEG MITERED CORNER L2x2x1/4 x 0' - 6" PL3/8"x3"x8" W/ (2) #5 A706 x 2' - 0" REBAR @ 6" O.C. INSIDE FACE OF PANEL 3/16 EA. LEG TYPICAL CORNER/INTERSECTION U.N.O. INSIDE FACE OF PANEL L3x3x3/8 x 8" W/ (2) #5 A706 x 2' - 0" REBAR @ 6" O.C. 1/4"TYP. 1/4"TYP. NOTE: PROVIDE CONNECTION IN (2) MIN LOCATIONS AT THIRD-POINTS BETWEEN THE SLAB AND ROOF, U.N.O. RE: PLAN END PANEL INTERMEDIATE PANEL INTERMEDIATE PANEL S10.1 45 S10.1 RETURN WALL AT CORNER EQ . EQ . EQ . F.F. RE: PLAN EMBED PL.1/4"x6"x8" W/ (2) 5/8" DIA x 4" LONG HEADED STUDS AT 4" O.C. SEE PANEL ELEVATIONS FOR LOCATIONS. ALIGN SLAB & WALL PLATES, ALIGN W/ FTG EMBEDS. PLACE 24" OFF EA. SIDE EDGE OF TILT-UP. (1) PER LEG, (3) PER PANEL MIN. L3x3x1/4x CONT. W/ 1/2"Ø x4" LG. H.C.A. @ 16" O.C. & 6" FROM EA. END L3x3x3/8 x 12" W/ (2) #5 A706 x 2' - 0" REBAR @ 6" O.C. INSIDE FACE OF PANEL 3/16 PLAN 1/4" SPLIT PLATE, RE: . /4A S10.1 NOTE: PROVIDE CONNECTION IN (2) MIN LOCATIONS AT THIRD-POINTS BETWEEN THE SLAB AND FLOOR/ROOF, U.N.O. 1/4"TYP. L3x3x3/8x12" EA. PANEL 1/4" SPLIT PLATE ELEVATION 1 "Ø H O L E 4" 2" 5" 10 " 'A' SPLIT PLATE ISOMETRIC PANEL LENGTH PANEL JOINTS, RE: PANEL SHIMS/ BEARING PADS AS REQ'D CONC. FOOTING, RE: PLAN NOTES: 1. MIN. (3) SHIMS / BEARING PADS EACH PANEL. 2. PROVIDE AN ADDITIONAL SHIM UNDER EACH JAMB LESS THAN 4' - 0" WIDE. 3. FOR TYPICAL PANEL REINFORCING, RE: . 4. DO NOT PLACE SHIMS DIRECTLY UNDER OPENINGS, MOVE SHIM TO NEAREST JAMB /1 S10.1 MAX 4' - 0" EQUAL EQUAL MAX 4' - 0" /7 S10.1 2" MITERED CORNER IN-LINE JOINT BOT. OF FORM & INSIDE FACE OF PANEL 3/4" CHAMFER EXT. FACE OF PANEL EXT. FACE OF PANEL BOT. OF FORM & INSIDE FACE OF PANEL EXT. FACE OF PANEL JOINT, TYP. 3/4" ROLL-UP DOOR JAMB BOT. OF FORM & INSIDE FACE OF PANEL 3/4" CHAMFER, TYP. EXT. FACE OF PANEL SILL BEYOND POST INSTALLED CLOSURE PLATE (NOT SHOWN), RE: ARCH. TYPICAL CORNER EXT. FACE OF PANEL BOT. OF FORM & INSIDE FACE OF PANEL EXT. FACE OF PANEL 3/4" CHAMFER, TYP. 3/4" CHAMFER, TYP. JO I N T , TY P . 3/ 4 " JAMB "J1" (MAN DOOR) CV R . T YP . 1 1 / 2 " CV R . T YP . 1 1 / 2 " 8" 2 1/4" (4) #5 VERT BARS (2 EA. FACE) #3 TIES SPACED PER PLAN JAMB "J3" (25FT OPENING) CV R . T YP . 1 1 / 2 " CV R . T YP . 1 1 / 2 " 6" 6" 6" 2 1/4" (8) #5 VERT BARS (4 EA. FACE) #3 TIES SPACED PER PLAN TYP. WALL REINF. TYP. WALL REINF. JAMB "J2" (DOCK DOOR) CV R . T YP . 1 1 / 2 " CV R . T YP . 1 1 / 2 " 6" 6" 2 1/4" (6) #5 VERT BARS (3 EA. FACE) #3 TIES SPACED PER PLAN TYP. WALL REINF. SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z AM E R C O R E A L E S T A T E C O M P A N Y CONSTRUCTION DEPARTMENT 2727 NORTH CENTRAL AVENUE PHOENIX, ARIZONA 85004 PH: (602) 263-6502 AM E R C O R E A L E S T A T E C O M P A N Y DA V I D N . S A N S O T T A 55 0 9 N . G L E N W O O D S T R E E T GA R D E N C I T Y , I D A H O 8 3 7 1 4 PH O N E : 2 0 8 . 5 0 1 . 2 2 8 9 RE G I S T E R E D P R O F E S S I O N A L E N G I N E E R IN P A R T N E R S H I P W I T H z S10.1 TILT-UP PANEL DETAILS DNS JN/TJN 06-06-22 SE21-437 U-HAUL OF REXBURG 328 N. 2ND E. REXBURG, ID 718081 1/2" = 1'-0" TYPICAL TILT-UP PANEL REINFORCING ELEVATION1 1" = 1'-0" CONCRETE LINTELS1A 1" = 1'-0" PANEL JAMB1B 3/4" = 1'-0" PANEL CORNER CONNECTION5 3/4" = 1'-0" TILT-UP PANEL LAYOUT2 3/4" = 1'-0" IN-LINE PANEL CONNECTION4 1/2" = 1'-0" TILT-UP PANEL SHIMMING6 3/4" = 1'-0" TILT-UP PANEL FORMING7 3/4" = 1'-0" JAMB DETAILS3 No . D e s c r i p t i o n Date 1 U P D A T ES / C I T Y S U B M IT T A L 08.16.22 1 09/27/2022 Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 MECHANICAL COVER SHEET 718081_M0.1 M0.1 Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 MECHANICAL SCHEDULES 718081_M0.2 M0.2 Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 MECHANICAL SPECIFICATIONS 718081_M0.3 M0.3 A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 E D TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALEMECHANICAL PLAN - FIRST FLOOR 1 NN GENERAL NOTESKEYNOTES SHOWROOM 100 OFFICE 101 BREAKROOM 102 R&D AREA 104 STAIR 1 120 RESTROOM 106 REFUSE 105 STORAGE 111 STAIR 2 121 LOBBY 110 EQUIPMENT ELEVATOR 109 COMM MOP/ 108 SELF-STORAGE 112 RM FIRE RISER 107 ELEVATORRESTROOM 103 Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 MECHANICAL PLAN - FIRST FLOOR 718081_M1.1 M1.1 TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALEMECHANICAL PLAN - SECOND FLOOR 1 NN GENERAL NOTESKEYNOTES A B C 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 S E D 9 STAIR 1 220 STAIR 2 221 SELF-STORAGE 212 ELEVATOR COMM MOP/ 208 Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 MECHANICAL PLAN - SECOND FLOOR 718081_M1.2 M1.2 TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALEMECHANICAL PLAN - THIRD FLOOR 1 NN GENERAL NOTESKEYNOTES A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 S E D STAIR 1 320 RESTROOM 306 STAIR 2 321 COMM MOP/ 308 SELF-STORAGE 312 ELEVATOR Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 MECHANICAL PLAN - THIRD FLOOR 718081_M1.3 M1.3 A B C 1 2 3 4 5 6 7 TRUE NORTH PROJECT NORTH 1/8" = 1'-0" SCALEMECHANICAL ENLARGED PLAN - SHOWROOM 1 NN GENERAL NOTESKEYNOTES SHOWROOM 100 OFFICE 101 BREAKROOM 102 R&D AREA 104 RESTROOM 103 Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 MECHANICAL ENLARGED PLAN - SHOWROOM 718081_M1.4 M1.4 MECHANICAL DETAILS 718081_M2.1 M2.1 Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 MECHANICAL DETAILS 718081_M2.2 M2.2 Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 PC OS TV S S PB PP J OS OS Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME ELECTRICAL LEGENDS AND NOTES E0.1 ;;; ;; 09/15/2022 1 POLE BASE DETAL2LIGHTING CONTROL SCHEMATIC3DOCK-LEVELER DETAIL 4 SERVICE GROUNDING ELECTRODE Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME ELECTRICAL SCHEDULES AND DETAILS E0.2 ;;; ;; 09/15/2022 TRUE NORTH PROJECT NORTH 1" = 30' SCALESITE ELECTRICAL PLAN - BUILDING A 1 NN GENERAL NOTESKEYNOTES J J J J J J J J J J J J J J Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME SITE ELECTRICAL PLAN BUILDING A E1.1 ;;; ;; 09/15/2022 TRUE NORTH PROJECT NORTH 1" = 30' SCALESITE ELECTRICAL PLAN - BUILDING B 1 NN GENERAL NOTESKEYNOTES Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME SITE ELECTRICAL PLAN BUILDING B E1.2 ;;; ;; 09/15/2022 TRUE NORTH PROJECT NORTH 1" = 30' SCALESITE LIGHTING PHOTOMETRIC PLAN - BUILDING A 1 NN GENERAL NOTESKEYNOTES 1.5 1.5 1.4 2.0 2.0 1.7 0.7 0.7 2.8 3.3 3.7 4.1 5.2 6.5 5.7 4.0 3.4 3.2 3.1 3.3 5.2 3.4 2.5 1.9 3.3 3.9 4.2 4.6 5.1 5.7 6.5 6.0 4.6 3.8 3.5 3.4 3.7 4.5 5.7 6.4 5.4 4.0 2.9 2.1 4.2 4.8 5.0 5.4 5.5 5.5 5.6 5.3 4.7 4.0 3.5 3.4 3.9 4.4 5.2 5.3 5.0 4.0 3.1 2.1 5.3 5.8 5.4 5.2 4.9 4.4 4.1 4.0 3.9 3.5 3.1 3.0 3.4 3.8 4.0 4.0 3.9 3.4 2.7 1.9 6.4 6.3 5.3 4.8 4.3 3.4 3.0 3.0 3.0 2.9 2.6 2.5 2.8 3.1 3.1 3.0 3.0 2.9 2.4 1.8 5.8 5.8 4.9 4.3 3.4 2.3 1.8 1.8 1.9 1.9 1.8 1.8 2.0 2.0 2.0 2.0 2.1 2.1 1.9 1.6 4.1 4.7 4.1 3.4 2.5 1.4 0.9 0.8 0.8 0.9 0.9 0.9 0.9 1.0 1.1 1.2 1.4 1.5 1.5 1.4 3.1 3.5 3.1 2.6 1.9 1.0 0.6 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.8 1.2 1.4 1.6 1.7 1.6 2.8 2.6 2.2 1.8 1.4 0.8 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.8 1.4 1.8 2.2 2.4 2.3 5.0 1.9 1.5 1.2 1.0 0.6 2.3 1.3 0.4 0.2 0.2 0.2 0.2 0.4 0.9 1.7 2.4 2.9 3.3 2.9 10.4 2.9 0.4 0.2 0.1 0.2 0.2 0.3 0.9 1.9 2.9 3.7 4.3 3.8 1.6 1.1 0.3 0.2 0.1 0.1 0.2 0.3 0.8 2.0 3.0 4.0 5.2 5.2 2.8 1.5 0.3 0.1 0.1 0.1 0.2 0.3 0.8 2.0 3.0 4.1 5.5 5.7 9.6 2.9 0.4 0.1 0.1 0.1 0.2 0.3 0.9 2.0 3.0 4.0 4.8 4.7 2.5 1.6 0.4 0.2 0.1 0.1 0.2 0.4 1.0 2.0 2.8 3.4 3.8 3.5 2.9 0.4 0.2 0.1 0.2 0.2 0.4 1.0 1.8 2.3 2.7 3.0 2.8 1.9 1.2 0.4 0.2 0.1 0.2 0.2 0.4 0.9 1.4 1.8 2.1 2.2 2.2 2.2 1.4 0.4 0.2 0.2 0.2 0.3 0.4 0.8 1.3 1.6 1.9 1.9 1.9 3.1 0.6 0.3 0.2 0.2 0.3 0.4 0.8 1.3 1.6 1.9 1.9 1.8 2.5 2.0 1.0 0.5 0.3 0.3 0.3 0.4 0.9 1.4 1.8 2.0 2.1 2.1 5.4 4.7 1.9 0.9 0.5 0.3 0.3 0.5 1.0 1.8 2.2 2.6 2.9 2.7 9.6 8.0 3.0 1.2 0.6 0.4 0.3 0.5 1.0 2.0 2.7 3.3 3.6 3.3 8.8 3.4 1.4 0.7 0.4 0.3 0.4 1.0 2.0 3.0 3.9 4.6 4.4 8.8 3.4 1.4 0.7 0.4 0.3 0.4 0.9 2.1 3.1 4.2 5.4 5.7 9.6 8.1 3.0 1.2 0.6 0.4 0.3 0.4 0.9 2.1 3.1 4.2 5.4 5.6 5.5 4.7 1.9 0.9 0.5 0.3 0.3 0.4 1.0 2.1 3.1 3.9 4.5 4.2 1.3 1.2 0.8 0.5 0.3 0.3 0.3 0.5 1.1 2.0 2.7 3.3 3.5 3.2 0.3 0.3 0.3 0.3 0.2 0.2 0.3 0.5 1.0 1.7 2.2 2.6 2.8 2.6 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.5 0.9 1.5 1.8 2.0 2.1 2.1 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.4 0.9 1.4 1.7 1.9 1.9 1.9 1.2 0.8 0.2 0.1 0.1 0.2 0.2 0.4 0.9 1.5 1.7 2.0 2.0 1.9 10.0 2.8 0.3 0.1 0.1 0.1 0.2 0.5 1.0 1.6 2.1 2.3 2.5 2.3 2.1 1.2 0.2 0.1 0.1 0.1 0.2 0.5 1.1 2.0 2.6 3.0 3.2 2.8 0.4 0.4 0.2 0.1 0.1 0.1 0.2 0.4 1.1 2.2 3.1 3.7 4.1 3.8 3.4 1.5 0.3 0.1 0.1 0.1 0.2 0.4 1.1 2.2 3.3 4.4 5.2 5.2 8.2 2.4 0.3 0.1 0.1 0.1 0.2 0.4 1.1 2.2 3.3 4.4 5.8 6.5 0.8 0.6 0.2 0.1 0.1 0.1 0.2 0.4 1.1 2.3 3.3 4.5 5.2 5.3 0.7 0.6 0.2 0.1 0.1 0.1 0.2 0.5 1.2 2.3 3.1 3.7 4.1 3.7 7.8 2.5 0.3 0.1 0.1 0.1 0.2 0.5 1.2 2.0 2.5 3.0 3.1 2.8 3.6 1.7 0.3 0.1 0.1 0.1 0.2 0.5 1.0 1.6 2.0 2.3 2.4 2.3 1.1 0.1 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.4 1.7 1.9 1.9 1.9 0.7 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.3 1.6 1.8 1.8 1.8 1.1 1.0 0.4 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.8 1.3 1.7 1.9 2.0 1.9 3.1 2.9 0.9 0.4 0.1 0.1 0.1 0.2 0.4 0.9 1.6 2.0 2.4 2.6 2.5 2.6 1.1 0.2 0.1 0.1 0.1 0.2 0.4 0.9 1.8 2.5 3.0 3.4 3.1 4.1 1.4 0.2 0.1 0.1 0.1 0.2 0.3 0.8 1.9 2.9 3.7 4.4 3.9 0.9 0.6 0.2 0.1 0.1 0.1 0.1 0.3 0.8 1.9 2.9 3.9 5.2 5.4 0.4 0.3 0.1 0.1 0.1 0.1 0.1 0.3 0.7 1.9 2.9 4.0 5.4 5.8 1.7 0.8 0.2 0.1 0.1 0.1 0.1 0.3 0.8 1.9 2.9 3.9 4.5 1.4 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.9 2.0 2.8 3.1 3.4 1.8 0.8 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.2 0.4 0.8 1.7 3.5 3.3 1.0 0.5 0.5 1.1 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.010.5 10.5 10.5 10.5 0.1 0.2 1.8 0.1 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 1.0 2.3 0.1 0.3 0.9 0.9 0.4 0.2 0.4 0.8 0.8 0.4 0.3 0.5 0.1 0.1 0.1 0.6 3.1 2.8 0.8 0.4 0.7 3.0 2.7 0.8 0.4 0.6 0.5 0.3 0.1 0.2 0.6 0.9 2.1 1.0 0.4 2.2 1.0 0.4 2.9 1.1 0.2 0.2 4.5 1.5 0.5 4.6 1.6 0.5 3.5 1.2 0.2 0.3 1.4 1.6 1.9 1.3 1.5 1.7 0.7 0.4 0.2 0.7 0.8 2.3 5.9 0.6 1.9 5.3 0.2 0.2 0.1 0.3 1.7 1.6 1.7 1.5 1.5 1.6 0.3 0.3 0.1 0.1 4.6 1.6 0.5 4.6 1.5 0.5 1.9 0.9 0.2 0.4 1.8 0.9 0.5 1.9 0.9 0.5 4.3 1.4 0.4 0.7 3.0 2.5 0.7 0.4 0.7 2.9 2.7 0.8 0.5 0.9 1.1 0.7 0.4 0.5 0.8 0.7 0.4 0.4 0.5 0.8 0.7 0.4 0.4 1.0 3.4 3.5 1.0 0.5 0.8 2.9 2.7 0.6 0.4 0.9 2.9 2.2 0.5 0.2 0.2 0.4 0.9 1.4 0.3 0.9 1.5 0.3 0.9 1.6 0.7 1.0 1.6 0.5 0.9 1.8 0.4 0.2 0.3 0.5 1.9 5.5 0.5 2.0 5.8 0.5 2.0 5.6 0.5 1.9 5.5 0.5 2.0 5.6 0.2 0.2 1.4 0.9 1.1 1.9 1.2 1.5 1.9 1.2 1.5 2.1 1.2 1.5 1.9 1.3 1.6 2.0 1.0 0.6 4.7 1.5 0.5 0.3 4.2 1.5 0.5 4.3 1.5 0.5 4.2 1.5 0.5 4.6 1.6 0.5 4.2 1.4 1.6 0.9 0.3 0.2 2.1 1.0 0.3 2.2 1.1 0.4 2.1 1.0 0.4 2.0 1.1 0.4 2.1 1.0 0.3 0.4 0.7 1.0 0.5 0.9 1.0 0.5 0.8 1.0 0.5 0.8 0.9 0.6 0.9 1.1 0.5 0.4 0.2 0.4 1.9 5.1 0.5 2.0 5.3 0.5 1.9 4.9 0.5 1.8 4.6 0.6 2.0 5.1 0.5 0.5 0.9 0.7 1.4 2.6 1.0 1.8 2.9 0.9 1.7 3.0 0.9 1.7 3.1 1.2 2.0 3.3 1.5 1.3 4.1 1.4 0.5 0.4 3.8 1.5 0.6 3.6 1.5 0.6 3.6 1.6 0.7 4.1 2.0 1.2 5.0 3.1 2.2 1.0 0.3 0.3 2.8 1.2 0.4 2.9 1.2 0.4 3.0 1.3 0.5 3.1 1.7 1.2 5.1 3.8 0.5 0.6 0.4 0.9 4.0 2.9 1.2 0.7 1.0 4.4 2.9 1.1 0.7 0.9 3.6 2.9 1.2 0.8 1.0 3.8 3.2 1.4 1.3 1.7 4.4 5.1 3.7 3.8 1.0 1.9 1.0 0.7 1.5 1.9 2.4 1.4 0.8 1.7 1.7 1.9 1.6 0.9 1.3 1.4 1.8 1.9 1.1 1.5 1.5 1.7 2.5 2.0 2.6 3.2 3.4 4.1 1.6 5.6 1.6 0.4 0.4 1.4 5.9 2.3 0.5 0.4 0.9 4.1 3.5 0.7 0.3 0.6 3.1 4.7 1.0 0.5 0.6 2.3 5.9 2.2 1.6 2.2 2.8 3.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.6 5.2 4.5 4.5 3.9 3.3 3.8 3.9 3.7 3.0 1.4 1.9 2.4 2.9 3.3 3.4 3.2 0.3 0.7 1.1 1.5 1.9 2.2 2.6 2.7 3.0 0.3 0.5 0.9 1.2 1.4 1.7 2.0 2.2 2.5 0.3 0.4 0.6 0.9 1.0 1.2 1.5 1.6 1.9 0.2 0.3 0.4 0.6 0.6 0.8 0.9 0.9 1.0 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.8 0.6 0.6 0.7 0.6 0.5 0.4 0.3 0.2 0.2 1.9 1.7 1.6 1.6 1.4 1.0 0.7 0.5 0.4 0.3 2.9 2.8 2.7 2.5 1.9 1.3 0.9 0.7 0.5 0.3 3.9 3.8 3.6 3.1 2.3 1.6 1.1 0.8 0.5 0.3 5.1 5.2 4.6 3.6 2.7 1.8 1.2 0.8 0.5 0.3 5.5 5.9 4.6 3.4 2.6 1.7 1.1 0.8 0.5 0.3 2.9 2.3 1.6 1.0 0.7 0.4 0.2 HB F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1F1F1 F1 F1 F1F1 B B B B B HB HB HB HB HB HB HB F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1F1 F1 F1 F1 F1 F1 F1 F1 Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME SITE LIGHTING PHOTOMETRIC BUILDING A E1.3 ;;; ;; 09/15/2022 TRUE NORTH PROJECT NORTH 1" = 30' SCALESITE LIGHTING PHOTOMETRIC PLAN - BUILDING B 1 NN GENERAL NOTESKEYNOTES 3.9 5.6 4.9 3.3 2.5 1.8 1.2 0.8 0.5 0.3 0.1 0.1 0.1 4.2 5.4 5.8 5.0 3.7 2.8 1.8 1.2 0.8 0.5 0.3 0.2 0.1 0.1 0.1 3.9 4.5 4.5 4.4 3.5 2.7 1.8 1.2 0.8 0.6 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 3.1 3.3 3.3 3.3 2.9 2.2 1.5 1.1 0.8 0.8 0.8 1.3 1.8 0.9 0.5 0.4 0.4 0.4 0.2 0.1 2.2 2.2 2.2 2.3 2.2 1.7 1.2 0.9 0.8 1.3 2.6 3.2 5.3 2.2 2.2 1.2 1.7 2.1 0.6 0.1 1.1 1.1 1.1 1.1 1.2 1.1 0.8 0.6 0.6 1.6 6.3 2.6 1.9 5.9 1.9 3.3 5.4 0.9 0.1 0.4 0.4 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.4 1.1 1.5 0.2 0.6 2.8 0.2 0.4 1.4 2.0 0.2 0.2 0.3 0.3 0.2 0.1 0.1 0.1 0.2 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.06.5 6.5 F1 F1 F1 F1 HB F1 F1 Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME SITE LIGHTING PHOTOMETRIC BUILDING B E1.4 ;;; ;; 09/15/2022 A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 E D TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALEPOWER PLAN - FIRST FLOOR 1 NN GENERAL NOTES SHOWROOM 100 OFFICE 101 BREAKROOM 102 R&D AREA 104 RESTROOM 103 J J KEYNOTES Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME POWER PLAN FIRST FLOOR E2.1 ;;; ;; 09/15/2022 TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALEPOWER PLAN - SECOND FLOOR 1 NN GENERAL NOTESKEYNOTES A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 S E D STAIR 1 220 STAIR 2 221 COMM MOP/ 208 SELF-STORAGE 212 ELEVATOR Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME POWER PLAN SECOND FLOOR E2.2 ;;; ;; 09/15/2022 TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALEPOWER PLAN - THIRD FLOOR 1 NN GENERAL NOTESKEYNOTES A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 S E D STAIR 1 320 RESTROOM 306 STAIR 2 321 COMM MOP/ 308 SELF-STORAGE 312 ELEVATOR Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME POWER PLAN THIRD FLOOR E2.3 ;;; ;; 09/15/2022 TRUE NORTH PROJECT NORTH 1/8" = 1'-0" SCALEPOWER PLAN - ENLARGED AREAS 1 NN GENERAL NOTESKEYNOTES · · · SHOWROOM 100 OFFICE 101 BREAKROOM 102 R&D AREA 104 RESTROOM 103 JJ J J J JJ PP J S J J J J J J J J J S J J J Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME POWER PLAN ENLARGED AREAS E2.4 ;;; ;; 09/15/2022 A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 E D TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALEHVAC AND PLUMBING POWER PLAN - FIRST FLOOR 1 NN GENERAL NOTESKEYNOTES Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME HVAC AND PLUMBING POWER PLAN FIRST FLOOR E3.1 ;;; ;; 09/15/2022 TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALEHVAC AND PLUMBING POWER PLAN - SECOND FLOOR 1 NN GENERAL NOTESKEYNOTES A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 S E D Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME HVAC AND PLUMBING POWER PLAN SECOND FLOOR E3.2 ;;; ;; 09/15/2022 TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALEHVAC AND PLUMBING POWER PLAN - THIRD FLOOR 1 NN GENERAL NOTESKEYNOTES A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 S E D Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME HVAC AND PLUMBING POWER PLAN THIRD FLOOR E3.3 ;;; ;; 09/15/2022 A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 E D TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALELIGHTING PLAN - FIRST FLOOR 1 NN GENERAL NOTESKEYNOTES SHOWROOM 100 OFFICE 101 BREAKROOM 102 R&D AREA 104 STAIR 1 120 RESTROOM 106REFUSE 105 STORAGE 111 STAIR 2 121 LOBBY 110 EQUIPMENT ELEVATOR 109 COMM MOP/ 108 SELF-STORAGE 112 RM FIRE RISER 107 ELEVATOR RESTROOM 103 OS OS OS OS OS OS OS OS OS OS OS OS OSOSOS OSOSOSOS OSOS OS OS OS OS OS OS OS OS OS OS LME LME LIGHTING PLAN FIRST FLOOR E4.1 Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 ;;; ;; 09/15/2022 TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALELIGHTING PLAN - SECOND FLOOR 1 NN GENERAL NOTESKEYNOTES A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 S E D STAIR 1 220 STAIR 2 221 COMM MOP/ 208 SELF-STORAGE 212 ELEVATOR OS OS OS OS OS OS OS OS OSOSOSOS OS OS OS OS OS OSOS OS OS OS OS OS OS OS OS OS OS J J J LME LME LIGHTING PLAN SECOND FLOOR E4.2 Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 ;;; ;; 09/15/2022 TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALELIGHTING PLAN - THIRD FLOOR 1 NN GENERAL NOTESKEYNOTES A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 S E D STAIR 1 320 RESTROOM 306 STAIR 2 321 COMM MOP/ 308 SELF-STORAGE 312 ELEVATOR OS OS OS OS OS OS OS OS OSOSOSOS OS OS OS OS OS OSOS OS OS OS OS OS OS OS OS OS OS J J J LME LME LIGHTING PLAN THIRD FLOOR E4.3 Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 ;;; ;; 09/15/2022 TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALEEM LIGHTING PHOTOMETRIC - FIRST FLOOR 1 NN GENERAL NOTESKEYNOTES 0.3 0.3 0.3 0.4 0.4 0.4 0.6 0.6 0.6 0.8 0.9 0.8 1.1 1.2 1.1 1.4 1.5 1.4 1.6 1.7 1.6 1.6 1.7 1.6 1.4 1.5 1.4 1.2 1.2 1.2 0.9 0.9 0.9 0.6 0.6 0.6 0.5 0.5 0.5 0.4 0.3 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.7 0.7 0.9 0.9 0.9 1.2 1.2 1.2 1.5 1.5 1.5 1.6 1.7 1.6 1.6 1.7 1.6 1.5 1.5 1.5 1.2 1.3 1.2 0.9 1.0 0.9 0.7 0.7 0.7 0.5 0.5 0.5 0.5 0.4 0.5 0.4 0.4 0.4 0.5 0.4 0.5 0.5 0.5 0.5 0.7 0.7 0.7 0.9 0.9 0.9 1.2 1.2 1.2 1.5 1.6 1.6 1.9 2.0 1.9 2.1 2.3 2.2 2.2 2.4 2.4 2.2 2.3 2.4 2.0 2.2 2.3 1.7 1.9 2.2 2.3 2.4 2.3 2.0 1.6 1.2 0.9 0.7 0.6 0.5 0.5 0.5 0.6 0.8 1.1 1.4 1.7 1.8 1.7 1.5 1.2 0.9 0.7 0.5 0.5 0.4 0.5 0.5 0.7 1.0 1.3 1.6 1.9 2.0 2.0 1.8 1.6 1.4 1.3 1.4 1.5 1.7 2.0 2.2 2.3 2.2 2.0 1.6 1.2 0.9 0.7 0.6 0.5 0.5 0.5 0.6 0.7 0.9 1.2 1.6 1.8 1.9 1.8 1.6 1.3 1.0 0.7 0.8 1.1 1.4 1.7 1.8 1.7 1.5 1.2 0.9 0.7 0.6 0.5 0.5 0.5 0.6 0.7 1.0 1.3 1.6 1.8 1.9 1.9 1.7 1.5 1.3 1.2 1.2 1.3 1.5 1.8 2.0 2.1 2.1 1.9 1.5 1.2 0.9 0.7 0.6 0.5 0.5 0.5 0.6 0.8 1.0 1.3 1.6 1.8 1.9 1.8 1.6 1.3 1.0 0.8 0.8 1.0 0.5 0.5 0.6 1.2 1.3 1.6 0.5 0.6 1.1 0.9 0.8 1.0 0.5 0.6 0.6 1.1 1.2 1.4 0.6 0.6 1.2 1.1 0.7 0.9 0.6 0.6 0.7 1.0 1.1 1.2 0.6 0.7 1.4 1.3 0.7 0.8 0.7 0.7 0.7 1.0 1.0 1.1 0.7 0.7 1.6 1.6 0.8 0.9 0.8 0.8 0.8 1.0 1.0 1.1 0.8 0.8 1.8 1.8 0.9 1.0 1.0 1.0 1.0 1.1 1.2 1.2 1.0 1.0 2.0 2.0 1.2 1.2 1.2 1.2 1.2 1.3 1.4 1.4 1.3 1.3 1.9 2.0 1.4 1.5 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.7 1.8 1.7 1.8 1.8 1.8 1.8 1.8 1.9 1.9 1.9 1.9 1.4 1.4 1.9 1.9 1.9 2.0 1.9 2.0 2.1 2.0 2.0 2.0 1.2 1.1 1.9 1.9 1.9 2.0 1.9 2.0 2.1 2.0 2.0 2.0 0.9 0.9 1.7 1.7 1.8 1.8 1.8 1.8 1.9 1.8 1.9 1.8 0.7 0.7 1.4 1.4 1.5 1.5 1.5 1.5 1.6 1.5 1.6 1.6 0.6 0.6 1.1 1.1 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.3 0.6 0.5 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.6 0.5 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 1.0 0.9 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 1.3 1.3 1.2 0.7 0.7 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 1.6 1.6 1.6 0.8 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 2.0 2.0 1.9 1.1 1.2 1.1 1.1 1.1 1.3 1.3 1.3 1.2 1.3 2.2 2.3 2.2 1.4 1.5 1.4 1.4 1.4 1.6 1.6 1.7 1.5 1.6 2.3 2.4 2.4 2.3 2.1 1.8 1.6 1.7 1.9 1.7 1.7 1.7 1.9 2.0 2.1 1.9 2.0 2.2 2.3 2.4 2.3 2.2 2.1 1.9 2.1 2.3 2.0 2.0 2.0 2.2 2.4 2.4 2.3 2.4 2.0 2.1 2.2 2.3 2.3 2.2 2.1 2.3 2.5 2.7 2.8 2.8 2.7 2.5 2.3 2.0 1.9 1.9 2.0 2.2 2.2 2.2 2.1 2.0 2.0 2.1 2.2 2.4 2.4 2.3 2.1 2.1 2.1 2.2 2.4 2.6 2.7 2.7 2.8 2.8 2.7 2.6 2.4 2.2 2.1 2.2 2.3 2.5 2.7 2.8 2.8 2.8 2.7 2.5 2.2 2.0 1.8 1.7 1.7 1.8 1.9 2.0 2.2 2.3 2.3 2.2 2.3 2.5 2.7 2.8 2.8 2.6 2.3 2.1 1.9 1.9 2.0 2.1 2.2 2.2 2.1 2.0 2.0 2.1 2.3 2.4 2.4 2.3 2.2 2.1 2.1 2.2 2.4 2.6 2.7 2.8 2.8 2.8 2.6 2.4 2.3 2.2 2.3 2.4 2.6 2.8 2.8 2.6 2.2 1.9 1.7 1.5 1.5 1.5 1.6 1.8 2.0 2.1 2.2 2.1 2.1 2.3 2.5 2.6 2.7 2.6 2.5 2.2 2.0 1.9 1.8 1.9 2.0 2.0 2.0 1.9 1.9 1.9 2.0 2.2 2.3 2.3 2.2 2.1 2.0 2.0 2.1 2.2 2.4 2.5 2.6 2.7 2.7 2.7 2.5 2.3 2.2 2.1 2.2 2.3 2.5 2.7 2.8 2.8 2.8 2.7 2.4 2.1 1.8 1.5 1.4 1.3 1.3 1.4 1.5 1.7 1.8 1.9 1.8 1.8 2.0 1.7 1.7 1.7 1.9 2.1 2.2 2.2 2.4 2.4 2.5 2.5 2.4 2.2 1.9 1.6 1.4 1.2 1.1 1.1 1.1 1.2 1.4 1.5 1.5 1.5 1.4 1.6 1.4 1.4 1.4 1.6 1.7 1.8 1.9 2.0 2.0 2.1 2.1 2.0 1.8 1.6 1.4 1.2 1.0 1.0 0.9 0.9 1.0 1.1 1.1 1.1 1.1 1.1 1.2 1.1 1.1 1.1 1.3 1.4 1.5 1.5 1.6 1.6 1.7 1.6 1.6 1.5 1.3 1.2 1.0 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.0 0.9 0.9 0.9 1.1 1.1 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.0 1.0 0.6 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.8 0.9 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.8 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.2 1.2 1.2 1.2 1.3 1.3 1.2 1.2 1.4 1.4 1.5 1.5 1.5 1.5 1.6 1.5 1.5 1.5 1.7 1.7 1.8 1.8 1.8 1.8 1.9 1.8 1.8 1.8 1.9 1.9 1.9 2.0 1.9 1.9 2.0 2.0 2.0 1.9 1.9 1.9 1.9 2.0 1.9 1.9 2.0 2.0 2.0 1.9 1.7 1.7 1.8 1.8 1.8 1.8 1.9 1.8 1.8 1.8 1.4 1.4 1.5 1.5 1.5 1.5 1.6 1.5 1.5 1.5 1.1 1.1 1.2 1.2 1.2 1.3 1.3 1.3 1.2 1.2 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.7 0.7 0.8 0.8 0.8 0.9 0.9 0.9 0.8 0.8 0.6 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.8 0.7 0.7 0.6 0.7 0.7 0.7 0.7 0.9 0.9 0.9 0.8 0.8 0.7 0.8 0.8 0.8 0.8 1.0 1.0 1.0 0.9 0.9 0.9 1.0 0.9 0.9 1.0 1.1 1.2 1.3 1.1 1.1 1.1 1.3 1.1 1.1 1.2 1.4 1.4 1.6 1.3 1.4 1.4 1.6 1.4 1.4 1.4 1.7 1.8 1.9 1.7 1.8 1.8 2.0 1.7 1.7 1.7 2.0 2.2 2.3 2.0 2.1 2.1 2.3 2.5 2.7 2.7 2.7 2.5 2.2 2.0 1.9 1.8 1.9 2.0 2.0 2.0 1.9 1.9 1.9 2.1 2.3 2.4 2.4 2.3 2.1 2.0 2.0 2.1 2.3 2.5 2.6 2.8 2.8 2.8 2.7 2.4 2.2 2.0 1.9 2.0 2.1 2.3 2.5 2.6 2.6 2.6 2.5 2.2 1.8 1.4 1.0 0.8 0.5 0.4 0.3 2.3 2.5 2.7 2.8 2.8 2.7 2.6 2.3 2.1 1.9 1.9 2.0 2.1 2.2 2.2 2.1 2.0 2.0 2.1 2.3 2.4 2.4 2.3 2.2 2.1 2.1 2.3 2.5 2.7 2.8 2.7 2.5 2.2 2.1 2.0 2.1 2.3 2.5 2.6 2.7 2.8 2.7 2.5 2.2 1.8 1.4 1.1 0.8 0.6 0.4 0.3 0.3 2.2 2.5 2.1 2.2 2.2 2.5 2.6 2.8 2.5 2.6 0.4 0.3 0.3 2.0 2.2 2.0 2.0 2.0 2.2 2.4 2.5 2.3 2.4 0.4 0.3 0.3 1.7 1.9 1.7 1.7 1.7 1.9 2.0 2.1 1.9 2.0 0.4 0.3 0.3 1.3 1.5 1.4 1.4 1.4 1.6 1.6 1.7 1.5 1.6 0.4 0.4 0.3 1.0 1.1 1.1 1.1 1.1 1.2 1.3 1.3 1.2 1.2 0.4 0.4 0.3 0.8 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.0 1.0 0.5 0.4 0.4 0.6 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.8 0.8 0.5 0.5 0.5 0.6 0.6 0.7 0.6 0.7 0.7 0.7 0.8 0.7 0.7 0.6 0.6 0.6 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 1.1 1.1 1.0 0.7 0.7 0.8 0.7 0.8 0.8 0.8 0.8 0.8 0.8 1.3 1.4 1.3 0.8 0.8 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.6 1.7 1.6 1.1 1.1 1.2 1.2 1.1 1.2 1.2 1.2 1.2 1.2 1.8 1.8 1.7 1.4 1.4 1.4 1.5 1.4 1.4 1.5 1.5 1.5 1.5 1.8 1.8 1.7 1.6 1.7 1.7 1.8 1.7 1.7 1.8 1.7 1.8 1.8 1.6 1.6 1.6 1.8 1.8 1.9 1.9 1.8 1.9 2.0 1.9 1.9 1.9 1.3 1.4 1.3 1.8 1.8 1.9 1.9 1.8 1.9 1.9 1.9 1.9 1.9 1.0 1.0 1.0 1.6 1.7 1.7 1.7 1.7 1.7 1.8 1.7 1.7 1.7 0.8 0.8 0.7 1.3 1.4 1.4 1.4 1.4 1.4 1.5 1.4 1.5 1.4 0.6 0.6 0.6 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 0.5 0.4 0.4 0.8 0.8 0.9 0.9 0.8 0.9 0.9 0.9 0.9 0.9 0.4 0.3 0.3 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.3 0.3 0.3 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.3 0.3 0.3 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.4 0.3 0.3 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.5 0.4 0.4 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.6 0.6 0.6 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 0.8 0.8 0.7 1.3 1.4 1.4 1.4 1.4 1.4 1.5 1.4 1.5 1.5 1.1 1.0 1.0 1.6 1.7 1.7 1.7 1.7 1.7 1.8 1.7 1.8 1.8 1.4 1.4 1.3 1.8 1.9 1.9 1.9 1.8 1.9 1.9 1.9 1.9 1.9 1.6 1.7 1.6 1.8 1.9 1.9 1.9 1.9 1.9 2.0 1.9 2.0 2.0 1.8 1.9 1.8 1.7 1.7 1.7 1.8 1.7 1.7 1.8 1.7 1.8 1.8 1.8 1.9 1.8 1.4 1.4 1.4 1.5 1.4 1.4 1.5 1.5 1.5 1.5 1.7 1.7 1.6 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.5 1.5 1.4 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.2 1.2 1.2 0.8 0.8 0.7 0.7 0.8 0.7 0.7 0.8 0.8 0.8 1.1 1.0 1.0 0.7 0.8 0.6 0.6 0.7 0.6 0.6 0.6 0.7 0.7 1.0 0.9 0.9 0.7 0.8 0.5 0.6 0.6 0.5 0.5 0.6 0.7 0.6 1.1 1.0 0.9 0.8 0.9 0.5 0.5 0.6 0.5 0.5 0.5 0.7 0.6 1.2 1.1 0.9 0.8 1.1 0.5 0.5 0.6 0.5 0.5 0.5 0.7 0.6 1.4 1.2 1.0 0.9 1.2 0.4 0.5 0.6 0.4 0.4 0.5 0.8 0.6 1.6 1.3 1.1 0.9 1.3 1.6 1.7 1.7 1.6 1.3 1.0 0.7 0.6 0.4 0.4 0.4 0.4 0.6 0.7 1.0 1.3 1.6 1.8 1.8 1.6 1.3 1.0 0.7 0.6 0.5 0.4 0.4 0.5 0.6 0.7 1.0 1.3 1.6 1.8 1.8 1.6 1.3 1.0 0.7 0.6 0.5 0.4 0.4 0.5 0.7 0.9 1.2 1.5 1.7 1.8 1.7 1.4 1.1 0.9 1.2 1.5 1.7 1.7 1.6 1.3 1.0 0.7 0.5 0.4 0.4 0.4 0.4 0.5 0.7 1.0 1.3 1.6 1.7 1.7 1.6 1.3 1.0 0.7 0.5 0.4 0.4 0.4 0.4 0.5 0.7 1.0 1.3 1.6 1.8 1.8 1.6 1.3 1.0 0.7 0.6 0.5 0.4 0.4 0.5 0.6 0.8 1.1 1.4 1.7 1.8 1.7 1.4 1.10.2 2.9 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Statistics Description Symbol Avg Max Min Max/Min Avg/Min FLOOR 1 CORRIDORS 1.3 fc 2.9 fc 0.2 fc 14.5:1 6.5:1 FLOOR 2 CORRIDORS 1.4 fc 3.0 fc 0.3 fc 10.0:1 4.7:1 FLOOR 3 CORRIDORS 1.4 fc 3.0 fc 0.3 fc 10.0:1 4.7:1 Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME EM LIGHTING PHOTOMETRIC FIRST FLOOR E4.4 ;;; ;; 09/15/2022 TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALEEM LIGHTING PHOTOMETRIC - SECOND FLOOR 1 NN GENERAL NOTESKEYNOTES 1.0 1.4 1.7 1.9 1.9 1.8 1.5 1.2 0.9 0.7 0.6 0.5 0.5 0.6 0.6 0.8 1.0 1.3 1.6 1.8 1.9 1.7 1.5 1.2 0.9 0.7 0.5 0.4 0.4 1.1 1.5 1.8 2.0 2.0 1.8 1.6 1.2 1.0 0.8 0.7 0.6 0.6 0.7 0.7 0.9 1.1 1.4 1.7 1.9 1.9 1.8 1.5 1.2 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.4 1.2 1.5 0.8 0.8 0.5 0.5 1.3 1.6 1.0 1.0 0.7 0.7 1.5 1.7 1.2 1.3 1.0 1.0 1.7 1.8 1.5 1.6 1.3 1.3 1.9 2.0 1.8 1.8 1.6 1.6 2.0 2.0 2.0 2.0 1.8 1.8 2.0 2.0 1.9 2.0 1.8 1.8 1.8 1.8 1.8 1.8 1.7 1.6 1.5 1.5 1.5 1.5 1.4 1.4 1.1 1.2 1.2 1.2 1.1 1.1 0.9 0.9 0.9 0.9 0.9 0.9 0.6 0.7 0.7 0.7 0.8 0.7 0.5 0.5 0.6 0.6 0.7 0.6 0.5 0.5 0.5 0.5 0.7 0.6 0.4 0.5 0.5 0.5 0.8 0.7 0.5 0.5 0.6 0.5 0.9 0.8 0.6 0.6 0.7 0.6 1.1 0.9 0.8 0.8 0.8 0.8 1.2 1.0 1.0 1.0 1.1 1.1 1.3 1.6 1.8 1.8 1.6 1.3 1.0 1.3 1.3 1.4 1.4 1.3 1.6 1.8 1.8 1.6 1.3 1.0 1.6 1.6 1.7 1.7 1.2 1.5 1.8 1.8 1.8 1.9 1.1 1.3 1.8 1.8 1.8 1.9 0.9 1.1 1.7 1.7 1.7 1.7 0.8 0.9 1.4 1.4 1.4 1.4 0.7 0.7 1.1 1.1 1.1 1.1 0.6 0.6 0.8 0.9 0.9 0.9 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.5 0.6 0.6 0.6 0.9 0.9 0.6 0.6 0.7 0.6 1.1 1.1 0.6 0.7 0.7 0.7 1.4 1.4 0.8 0.8 0.9 0.9 1.7 1.7 1.0 1.0 1.1 1.1 1.9 1.9 1.3 1.4 1.4 1.4 2.0 1.9 1.7 1.7 1.8 1.8 1.8 1.7 2.1 2.1 2.1 2.2 1.5 1.5 2.3 2.4 2.4 2.5 1.2 1.2 2.4 2.5 2.4 2.5 1.0 0.9 2.3 2.5 2.3 2.4 0.8 0.7 0.7 1.0 1.3 1.6 1.7 1.7 1.5 1.2 0.9 0.7 0.5 0.5 0.4 0.4 0.5 0.7 0.9 1.1 1.5 1.8 2.0 2.0 1.9 1.8 1.7 1.7 1.8 1.9 2.1 2.2 2.4 2.6 2.6 2.5 2.4 2.1 1.9 1.8 1.8 1.9 2.0 2.2 2.4 2.5 2.6 2.5 2.4 2.1 1.7 1.4 1.1 0.9 0.8 0.7 0.6 0.7 1.0 1.4 1.6 1.8 1.7 1.5 1.2 0.9 0.7 0.5 0.5 0.4 0.4 0.5 0.7 0.9 1.2 1.5 1.8 2.0 2.1 1.9 1.7 1.6 1.5 1.5 1.6 1.7 2.0 2.2 2.4 2.5 2.5 2.3 2.1 1.8 1.7 1.6 1.6 1.7 1.9 2.1 2.3 2.5 2.5 2.3 2.1 1.7 1.3 1.1 0.9 0.7 0.6 0.5 0.7 1.0 1.3 1.6 1.7 1.7 1.5 1.2 0.9 0.7 0.6 0.5 0.5 0.5 0.5 0.7 0.9 1.2 1.5 1.8 1.9 2.0 1.8 1.6 1.5 1.4 1.3 1.4 1.5 1.7 1.9 2.2 2.3 2.3 2.2 2.0 1.7 1.5 1.4 1.4 1.5 1.6 1.8 2.1 2.2 2.3 2.2 1.9 1.6 1.3 1.1 0.9 0.7 0.6 0.5 0.7 0.9 0.5 0.6 1.3 1.5 1.3 1.4 1.6 0.6 0.6 0.7 0.9 0.5 0.6 1.1 1.3 1.1 1.2 1.4 0.7 0.7 0.6 0.8 0.5 0.6 1.0 1.1 1.0 1.1 1.2 0.9 0.9 0.6 0.7 0.6 0.6 0.9 1.0 1.0 1.0 1.1 1.2 1.1 0.6 0.7 0.6 0.7 0.9 0.9 0.9 1.0 1.0 1.5 1.4 0.7 0.8 0.8 0.8 0.9 1.0 1.0 1.0 1.0 1.7 1.7 0.9 0.9 0.9 0.9 1.1 1.1 1.1 1.1 1.1 1.9 1.8 1.1 1.2 1.2 1.2 1.3 1.3 1.3 1.4 1.3 1.9 1.8 1.4 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.7 1.7 1.7 1.7 1.8 1.7 1.9 1.8 1.9 1.9 1.8 1.4 1.4 1.8 1.9 2.0 1.9 2.0 2.0 2.0 2.1 2.0 1.1 1.1 1.8 1.9 2.0 2.0 2.1 2.0 2.0 2.1 2.0 0.9 0.8 1.7 1.7 1.9 1.8 1.9 1.9 1.9 1.9 1.8 0.7 0.7 1.4 1.4 1.6 1.6 1.6 1.6 1.6 1.6 1.5 0.6 0.5 1.1 1.1 1.3 1.3 1.3 1.3 1.3 1.3 1.3 0.5 0.5 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.0 0.5 0.5 0.7 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.6 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.9 0.8 0.6 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 1.1 1.1 0.7 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.1 1.4 1.4 0.9 1.0 1.0 1.0 1.1 1.2 1.2 1.2 1.3 1.8 1.7 1.1 1.3 1.2 1.2 1.4 1.5 1.4 1.5 1.6 2.0 1.9 1.5 1.6 1.5 1.5 1.7 1.8 1.8 1.9 2.0 2.0 1.9 1.8 2.0 1.8 1.8 2.1 2.2 2.1 2.3 2.4 1.8 1.7 2.1 2.3 2.5 2.7 2.7 2.7 2.5 2.3 2.1 1.9 1.9 1.9 2.0 2.1 2.1 2.1 2.1 2.2 2.3 2.4 2.4 2.2 2.0 1.9 1.8 1.8 2.0 2.2 2.4 2.6 2.7 2.8 2.8 2.7 2.5 2.2 2.0 2.0 2.0 2.2 2.4 2.6 2.7 2.8 2.8 2.7 2.5 2.2 1.9 1.7 1.6 1.6 1.6 1.5 1.4 2.2 2.5 2.7 2.8 2.9 2.8 2.6 2.4 2.1 2.0 2.0 2.1 2.2 2.3 2.3 2.2 2.2 2.3 2.4 2.5 2.5 2.3 2.1 1.9 1.9 1.9 2.1 2.3 2.6 2.7 2.9 2.9 2.9 2.8 2.6 2.3 2.1 2.0 2.1 2.3 2.5 2.7 2.9 2.8 2.6 2.2 1.9 1.6 1.4 1.3 1.3 1.2 1.1 2.2 2.5 2.6 2.7 2.8 2.7 2.5 2.3 2.1 2.0 2.0 2.1 2.2 2.3 2.3 2.2 2.2 2.2 2.3 2.4 2.4 2.2 2.1 1.9 1.9 1.9 2.1 2.4 2.6 2.7 2.8 2.9 2.8 2.7 2.5 2.3 2.1 2.0 2.1 2.3 2.5 2.7 2.8 2.9 2.9 2.7 2.5 2.1 1.8 1.5 1.3 1.1 1.0 1.0 0.9 2.0 2.2 2.1 2.1 2.4 2.5 2.3 2.5 0.8 0.7 1.6 1.8 1.8 1.8 2.0 2.1 2.0 2.1 0.7 0.6 1.3 1.4 1.4 1.5 1.6 1.7 1.6 1.7 0.6 0.5 1.0 1.1 1.1 1.2 1.3 1.3 1.3 1.3 0.6 0.5 0.8 0.9 0.9 0.9 1.0 1.1 1.0 1.1 0.6 0.6 0.6 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.7 0.7 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.9 0.8 0.6 0.6 0.7 0.7 0.7 0.7 0.8 0.7 1.1 1.1 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.8 1.4 1.4 0.7 0.7 0.8 0.8 0.8 0.8 0.9 0.9 1.7 1.7 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.9 1.8 1.1 1.1 1.2 1.2 1.2 1.2 1.3 1.3 1.9 1.8 1.4 1.4 1.5 1.5 1.5 1.5 1.5 1.6 1.7 1.6 1.7 1.7 1.8 1.7 1.8 1.8 1.8 1.9 1.4 1.4 1.9 1.9 2.0 1.9 2.0 2.0 2.0 2.0 1.1 1.1 1.8 1.9 2.0 2.0 2.1 2.0 2.0 2.1 0.9 0.8 1.7 1.7 1.9 1.8 1.9 1.9 1.9 1.9 0.7 0.6 1.4 1.4 1.6 1.6 1.6 1.6 1.6 1.6 0.6 0.5 1.1 1.1 1.3 1.3 1.3 1.3 1.3 1.3 0.5 0.5 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.1 0.5 0.5 0.7 0.8 0.9 0.9 0.9 1.0 0.9 0.9 0.6 0.6 0.6 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.7 0.7 0.6 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.7 0.7 0.8 0.8 0.9 1.0 0.9 1.0 1.2 1.1 0.8 0.9 0.9 0.9 1.0 1.1 1.1 1.1 1.5 1.4 0.9 1.1 1.0 1.0 1.2 1.3 1.2 1.3 1.8 1.7 1.1 1.3 1.2 1.2 1.4 1.6 1.5 1.6 2.0 1.9 1.4 1.6 1.4 1.5 1.7 1.9 1.8 1.9 2.0 1.9 1.7 2.0 2.2 2.4 2.6 2.6 2.5 2.3 2.0 1.8 1.7 1.7 1.7 1.7 1.8 1.8 1.9 2.0 2.2 2.3 2.4 2.3 2.1 1.9 1.7 1.7 1.7 1.9 2.0 2.2 2.4 2.6 2.7 2.6 2.5 2.2 2.0 1.9 1.8 1.9 2.1 2.2 2.4 2.6 2.7 2.7 2.6 2.3 2.1 1.9 1.8 1.8 1.8 1.8 1.7 2.0 2.3 2.5 2.6 2.7 2.7 2.6 2.4 2.1 2.0 1.9 1.9 2.0 2.0 2.1 2.0 2.0 2.1 2.2 2.4 2.4 2.3 2.1 1.9 1.8 1.8 2.0 2.1 2.3 2.5 2.6 2.7 2.8 2.7 2.5 2.3 2.1 2.0 2.0 2.1 2.3 2.5 2.7 2.8 2.8 2.8 2.6 2.3 2.0 1.8 1.6 1.6 1.6 1.5 1.4 2.2 2.4 2.3 2.2 2.5 2.6 2.5 2.7 1.2 1.1 2.1 2.3 2.3 2.2 2.5 2.6 2.5 2.6 1.0 0.9 1.9 2.1 2.1 2.1 2.3 2.3 2.2 2.3 0.8 0.7 1.6 1.7 1.8 1.7 1.9 2.0 1.9 1.9 0.6 0.6 1.2 1.3 1.4 1.4 1.5 1.6 1.5 1.5 0.6 0.5 0.9 1.0 1.1 1.1 1.2 1.2 1.2 1.2 0.6 0.5 0.7 0.8 0.9 0.9 0.9 1.0 1.0 1.0 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.5 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.9 0.9 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.7 1.1 1.1 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.7 1.4 1.4 0.6 0.7 0.7 0.7 0.7 0.8 0.8 0.8 1.7 1.7 0.8 0.8 0.9 0.9 0.9 0.9 1.0 1.0 1.9 1.9 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 2.0 1.9 1.3 1.4 1.4 1.4 1.4 1.4 1.5 1.5 1.8 1.8 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.8 1.6 1.5 1.8 1.8 1.9 1.9 1.9 1.9 1.9 2.0 1.3 1.3 1.8 1.8 1.9 1.9 1.9 1.9 1.9 2.0 1.1 1.1 1.6 1.7 1.8 1.7 1.8 1.8 1.7 1.8 1.0 1.1 1.3 1.4 1.5 1.4 1.5 1.5 1.4 1.5 1.0 1.1 1.0 1.0 1.2 1.1 1.2 1.2 1.1 1.1 1.1 1.2 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 1.2 1.4 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 1.3 1.6 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 1.4 1.7 1.9 1.9 1.7 1.5 1.1 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 1.4 1.7 1.9 1.9 1.8 1.5 1.2 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 1.4 1.1 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 1.3 1.1 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 1.3 1.1 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 1.3 1.2 1.0 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.4 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.6 1.6 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.8 1.8 1.8 1.9 1.9 1.9 1.9 1.9 1.9 1.9 2.0 1.9 1.8 1.9 2.0 1.9 2.0 1.9 1.9 2.0 1.9 1.9 1.7 1.7 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.7 1.4 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.4 1.1 1.2 1.2 1.2 1.2 1.2 1.3 1.2 1.1 1.1 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.8 0.9 0.8 0.8 0.8 0.8 0.9 0.8 0.7 0.7 0.7 0.8 0.7 0.7 0.6 0.7 0.9 0.8 0.6 0.5 0.7 0.9 0.6 0.6 0.6 0.6 0.9 0.7 0.5 0.5 0.7 0.9 0.5 0.6 0.5 0.5 0.9 0.7 0.5 0.4 0.7 1.0 0.5 0.6 0.4 0.5 0.9 0.7 0.5 0.4 0.7 1.0 1.3 1.6 1.8 1.8 1.6 1.3 1.0 0.7 0.6 0.5 0.4 0.5 0.5 0.7 0.9 1.2 1.5 1.7 1.8 1.7 1.5 1.1 0.9 0.7 0.5 0.4 0.4 0.4 0.5 0.6 0.8 1.1 1.4 1.7 1.8 1.8 1.5 1.2 0.9 0.7 0.5 0.4 0.4 0.4 0.5 0.6 0.8 1.1 1.4 1.7 1.8 1.7 1.5 1.2 0.9 0.6 0.5 0.7 1.0 1.3 1.6 1.8 1.7 1.5 1.2 0.9 0.7 0.5 0.4 0.4 0.4 0.5 0.7 0.9 1.2 1.5 1.7 1.8 1.7 1.4 1.1 0.8 0.6 0.5 0.4 0.4 0.4 0.5 0.6 0.8 1.1 1.4 1.7 1.8 1.7 1.5 1.2 0.9 0.7 0.5 0.4 0.4 0.4 0.5 0.6 0.8 1.1 1.4 1.6 1.8 1.7 1.5 1.2 0.9 0.6 0.4 0.3 0.3 0.3 0.3 0.3 3.0 3.0 Statistics Description Symbol Avg Max Min Max/Min Avg/Min FLOOR 1 CORRIDORS 1.3 fc 2.9 fc 0.2 fc 14.5:1 6.5:1 FLOOR 2 CORRIDORS 1.4 fc 3.0 fc 0.3 fc 10.0:1 4.7:1 FLOOR 3 CORRIDORS 1.4 fc 3.0 fc 0.3 fc 10.0:1 4.7:1 Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME EM LIGHTING PHOTOMETRIC SECOND FLOOR E4.5 ;;; ;; 09/15/2022 TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALEEM LIGHTING PHOTOMETRIC - THIRD FLOOR 1 NN GENERAL NOTESKEYNOTES 1.1 1.4 1.7 1.9 1.9 1.8 1.5 1.2 0.9 0.7 0.6 0.5 0.5 0.6 0.7 0.8 1.0 1.3 1.6 1.8 1.9 1.7 1.5 1.2 0.9 0.7 0.5 0.4 0.4 1.1 1.5 1.8 2.0 2.0 1.8 1.5 1.2 1.0 0.8 0.7 0.6 0.6 0.7 0.8 0.9 1.1 1.4 1.7 1.9 1.9 1.8 1.5 1.2 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.4 1.2 1.5 0.8 0.8 0.5 0.5 1.3 1.6 1.0 1.0 0.7 0.7 1.5 1.7 1.2 1.3 1.0 1.0 1.7 1.8 1.5 1.6 1.3 1.3 1.9 2.0 1.8 1.8 1.6 1.6 2.0 2.0 2.0 2.0 1.8 1.8 2.0 2.0 1.9 2.0 1.8 1.8 1.8 1.8 1.8 1.8 1.7 1.6 1.5 1.5 1.5 1.5 1.4 1.4 1.1 1.1 1.1 1.1 1.1 1.1 0.8 0.9 0.9 0.9 0.9 0.9 0.6 0.7 0.7 0.7 0.7 0.7 0.5 0.5 0.6 0.6 0.7 0.6 0.5 0.5 0.5 0.5 0.7 0.6 0.4 0.5 0.5 0.5 0.8 0.7 0.5 0.5 0.6 0.5 0.9 0.8 0.6 0.6 0.7 0.7 1.1 0.9 0.8 0.8 0.8 0.8 1.2 1.0 1.0 1.1 1.1 1.1 1.3 1.6 1.8 1.8 1.6 1.3 1.0 1.3 1.3 1.4 1.4 1.3 1.6 1.8 1.8 1.6 1.3 1.0 1.6 1.6 1.7 1.7 1.2 1.5 1.8 1.8 1.8 1.9 1.1 1.3 1.8 1.8 1.8 1.9 0.9 1.1 1.7 1.7 1.7 1.7 0.8 0.9 1.4 1.4 1.4 1.4 0.7 0.7 1.1 1.1 1.1 1.1 0.6 0.6 0.8 0.9 0.9 0.9 0.6 0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.5 0.6 0.6 0.6 0.9 0.9 0.6 0.6 0.7 0.6 1.1 1.1 0.6 0.7 0.7 0.7 1.4 1.4 0.8 0.8 0.9 0.9 1.7 1.7 1.0 1.1 1.1 1.1 1.9 1.9 1.3 1.4 1.4 1.5 2.0 1.9 1.7 1.7 1.8 1.8 1.8 1.7 2.1 2.1 2.1 2.2 1.5 1.4 2.3 2.4 2.4 2.5 1.2 1.1 2.4 2.5 2.4 2.5 1.0 0.9 2.3 2.5 2.3 2.4 0.8 0.7 0.7 1.0 1.3 1.6 1.7 1.7 1.5 1.2 0.9 0.7 0.5 0.5 0.4 0.4 0.5 0.7 0.9 1.2 1.5 1.8 2.0 2.0 1.9 1.8 1.7 1.7 1.7 1.9 2.1 2.2 2.4 2.6 2.6 2.5 2.4 2.1 1.9 1.8 1.8 1.9 2.0 2.2 2.3 2.5 2.6 2.5 2.3 2.0 1.7 1.4 1.1 0.9 0.8 0.7 0.6 0.7 1.0 1.4 1.6 1.8 1.7 1.5 1.2 0.9 0.7 0.5 0.5 0.4 0.4 0.5 0.7 0.9 1.2 1.5 1.8 2.0 2.1 1.9 1.7 1.6 1.5 1.5 1.6 1.7 2.0 2.2 2.4 2.5 2.5 2.3 2.1 1.8 1.6 1.6 1.6 1.7 1.9 2.1 2.3 2.5 2.5 2.3 2.0 1.7 1.3 1.1 0.9 0.7 0.6 0.5 0.7 1.0 1.3 1.6 1.7 1.7 1.5 1.2 0.9 0.7 0.6 0.5 0.5 0.5 0.5 0.7 0.9 1.2 1.5 1.8 1.9 2.0 1.8 1.6 1.5 1.3 1.3 1.4 1.5 1.7 1.9 2.2 2.3 2.3 2.2 1.9 1.7 1.5 1.4 1.4 1.5 1.6 1.8 2.1 2.2 2.3 2.2 1.9 1.6 1.3 1.0 0.9 0.7 0.6 0.5 0.7 1.0 0.5 0.6 1.3 1.5 1.3 1.4 1.6 0.6 0.6 0.7 0.9 0.5 0.6 1.1 1.3 1.1 1.2 1.4 0.7 0.7 0.6 0.8 0.5 0.6 1.0 1.1 1.0 1.1 1.2 0.9 0.9 0.6 0.7 0.6 0.6 0.9 1.0 1.0 1.0 1.1 1.2 1.1 0.6 0.7 0.6 0.7 0.9 0.9 0.9 1.0 1.0 1.5 1.4 0.7 0.8 0.8 0.8 0.9 1.0 1.0 1.0 1.0 1.7 1.7 0.9 0.9 0.9 0.9 1.1 1.1 1.1 1.1 1.2 1.9 1.8 1.1 1.2 1.2 1.2 1.3 1.3 1.3 1.4 1.3 1.9 1.8 1.4 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.7 1.7 1.7 1.7 1.8 1.7 1.9 1.8 1.9 1.9 1.8 1.4 1.4 1.9 1.9 2.0 1.9 2.0 2.0 2.0 2.1 2.0 1.1 1.1 1.8 1.9 2.0 2.0 2.1 2.0 2.0 2.1 2.0 0.9 0.8 1.7 1.7 1.9 1.8 1.9 1.9 1.9 1.9 1.8 0.7 0.7 1.4 1.4 1.6 1.5 1.6 1.6 1.6 1.6 1.5 0.6 0.5 1.1 1.1 1.3 1.3 1.3 1.3 1.3 1.3 1.3 0.5 0.5 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.1 1.0 0.5 0.5 0.7 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.6 0.5 0.6 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.9 0.8 0.6 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 1.1 1.1 0.7 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.1 1.4 1.4 0.9 1.0 1.0 1.0 1.1 1.2 1.2 1.2 1.3 1.8 1.7 1.2 1.3 1.2 1.2 1.4 1.5 1.4 1.5 1.6 2.0 1.9 1.5 1.6 1.5 1.5 1.7 1.9 1.8 1.9 2.0 2.0 1.9 1.8 2.0 1.8 1.8 2.1 2.3 2.1 2.3 2.4 1.8 1.7 2.1 2.4 2.5 2.7 2.7 2.7 2.5 2.3 2.0 1.9 1.9 2.0 2.0 2.1 2.1 2.1 2.1 2.2 2.3 2.4 2.4 2.2 2.0 1.9 1.8 1.9 2.0 2.2 2.4 2.6 2.7 2.8 2.8 2.7 2.5 2.2 2.0 2.0 2.0 2.2 2.4 2.6 2.7 2.8 2.8 2.7 2.5 2.2 1.9 1.7 1.6 1.6 1.6 1.5 1.4 2.2 2.5 2.7 2.8 2.9 2.8 2.6 2.4 2.1 2.0 2.0 2.1 2.2 2.3 2.3 2.2 2.2 2.3 2.4 2.5 2.5 2.3 2.1 1.9 1.9 1.9 2.1 2.4 2.6 2.8 2.9 2.9 2.9 2.8 2.6 2.3 2.1 2.0 2.1 2.3 2.5 2.8 2.9 2.8 2.6 2.2 1.9 1.6 1.4 1.3 1.3 1.2 1.1 2.2 2.5 2.6 2.7 2.8 2.7 2.5 2.3 2.1 2.0 2.0 2.1 2.2 2.3 2.3 2.2 2.2 2.2 2.3 2.4 2.4 2.2 2.1 1.9 1.9 1.9 2.1 2.4 2.6 2.7 2.8 2.9 2.8 2.7 2.5 2.3 2.1 2.0 2.1 2.3 2.5 2.7 2.8 2.9 2.9 2.7 2.5 2.1 1.8 1.5 1.3 1.1 1.0 0.9 0.9 2.0 2.2 2.1 2.1 2.4 2.5 2.3 2.4 0.8 0.7 1.6 1.8 1.8 1.8 2.0 2.1 2.0 2.1 0.6 0.6 1.3 1.4 1.4 1.4 1.6 1.7 1.6 1.7 0.6 0.5 1.0 1.1 1.1 1.2 1.3 1.3 1.3 1.3 0.6 0.5 0.8 0.9 0.9 0.9 1.0 1.1 1.0 1.0 0.6 0.6 0.6 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.7 0.7 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.9 0.8 0.6 0.6 0.7 0.7 0.7 0.7 0.8 0.7 1.1 1.1 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.8 1.4 1.4 0.7 0.7 0.8 0.8 0.8 0.8 0.9 0.9 1.7 1.7 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.9 1.8 1.1 1.1 1.2 1.2 1.2 1.2 1.3 1.3 1.9 1.8 1.4 1.5 1.5 1.5 1.5 1.5 1.6 1.6 1.7 1.6 1.7 1.7 1.8 1.7 1.8 1.8 1.8 1.9 1.4 1.4 1.9 1.9 2.0 1.9 2.0 2.0 2.0 2.0 1.1 1.1 1.8 1.9 2.0 1.9 2.1 2.0 2.0 2.0 0.8 0.8 1.7 1.7 1.9 1.8 1.9 1.9 1.9 1.9 0.7 0.6 1.4 1.4 1.6 1.5 1.6 1.6 1.6 1.6 0.6 0.5 1.1 1.1 1.3 1.3 1.3 1.3 1.3 1.3 0.5 0.5 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.1 0.5 0.5 0.7 0.8 0.9 0.9 0.9 1.0 0.9 0.9 0.6 0.6 0.6 0.7 0.8 0.8 0.8 0.9 0.9 0.9 0.7 0.7 0.6 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.7 0.7 0.8 0.8 0.9 1.0 0.9 1.0 1.2 1.1 0.8 0.9 0.9 0.9 1.0 1.1 1.1 1.1 1.5 1.4 0.9 1.1 1.0 1.0 1.2 1.3 1.2 1.3 1.8 1.7 1.2 1.3 1.2 1.2 1.4 1.6 1.5 1.6 2.0 1.9 1.4 1.7 1.5 1.5 1.7 1.9 1.8 1.9 2.0 1.9 1.8 2.0 2.2 2.4 2.6 2.6 2.5 2.3 2.0 1.8 1.7 1.7 1.7 1.8 1.8 1.8 1.9 2.0 2.2 2.3 2.4 2.3 2.1 1.9 1.7 1.7 1.7 1.9 2.0 2.2 2.4 2.6 2.7 2.6 2.5 2.2 2.0 1.9 1.8 1.9 2.1 2.2 2.4 2.6 2.7 2.7 2.6 2.3 2.0 1.8 1.8 1.8 1.8 1.8 1.7 2.0 2.3 2.5 2.6 2.7 2.7 2.6 2.4 2.1 1.9 1.9 1.9 2.0 2.1 2.1 2.0 2.0 2.1 2.2 2.4 2.4 2.3 2.1 1.9 1.8 1.8 2.0 2.1 2.3 2.5 2.6 2.7 2.8 2.7 2.5 2.3 2.1 2.0 2.0 2.2 2.3 2.5 2.7 2.8 2.8 2.8 2.6 2.3 2.0 1.8 1.6 1.6 1.6 1.5 1.4 2.2 2.4 2.3 2.2 2.5 2.7 2.5 2.7 1.2 1.1 2.1 2.3 2.3 2.2 2.5 2.6 2.5 2.6 0.9 0.9 1.9 2.1 2.1 2.0 2.3 2.3 2.2 2.3 0.8 0.7 1.6 1.7 1.7 1.7 1.9 1.9 1.9 1.9 0.6 0.6 1.2 1.3 1.4 1.4 1.5 1.6 1.5 1.5 0.6 0.5 0.9 1.0 1.1 1.1 1.2 1.2 1.2 1.2 0.6 0.5 0.7 0.8 0.9 0.9 0.9 1.0 1.0 1.0 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.5 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.9 0.9 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.7 1.1 1.1 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.7 1.5 1.4 0.6 0.7 0.7 0.7 0.7 0.8 0.8 0.8 1.8 1.7 0.8 0.8 0.9 0.9 0.9 0.9 1.0 1.0 1.9 1.9 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.2 2.0 1.9 1.4 1.4 1.4 1.4 1.4 1.4 1.5 1.5 1.8 1.8 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.8 1.6 1.5 1.8 1.8 1.9 1.8 1.9 1.9 1.9 2.0 1.3 1.3 1.8 1.8 1.9 1.9 1.9 1.9 1.9 2.0 1.1 1.1 1.6 1.6 1.8 1.7 1.8 1.7 1.7 1.8 1.0 1.1 1.3 1.3 1.5 1.4 1.5 1.5 1.4 1.5 1.0 1.1 1.0 1.0 1.2 1.1 1.2 1.2 1.1 1.1 1.1 1.2 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 1.2 1.4 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 1.3 1.6 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 1.4 1.7 1.9 1.9 1.7 1.4 1.1 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 1.4 1.7 1.9 1.9 1.7 1.5 1.1 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 1.4 1.1 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 1.3 1.1 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 1.3 1.1 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 1.3 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.4 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.6 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.8 1.8 1.8 1.9 1.9 1.9 1.9 1.9 1.9 1.9 2.0 1.9 1.8 1.9 2.0 1.9 2.0 1.9 1.9 2.0 1.9 1.9 1.7 1.7 1.8 1.8 1.8 1.8 1.8 1.8 1.7 1.7 1.4 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.4 1.4 1.1 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.1 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.8 0.9 0.8 0.8 0.8 0.8 0.9 0.8 0.7 0.6 0.7 0.8 0.7 0.7 0.6 0.7 0.8 0.7 0.6 0.5 0.7 0.9 0.6 0.6 0.5 0.6 0.9 0.7 0.5 0.5 0.7 1.0 0.5 0.6 0.5 0.5 0.9 0.7 0.5 0.4 0.8 1.0 0.5 0.6 0.4 0.5 0.9 0.7 0.5 0.4 0.7 1.0 1.4 1.6 1.8 1.8 1.6 1.3 1.0 0.7 0.6 0.5 0.4 0.5 0.5 0.7 0.9 1.2 1.5 1.7 1.8 1.7 1.4 1.1 0.9 0.6 0.5 0.4 0.4 0.4 0.5 0.6 0.8 1.1 1.4 1.7 1.8 1.8 1.5 1.2 0.9 0.7 0.5 0.4 0.4 0.4 0.5 0.6 0.8 1.1 1.4 1.7 1.8 1.7 1.5 1.2 0.9 0.6 0.5 0.7 1.0 1.3 1.6 1.8 1.7 1.5 1.2 0.9 0.7 0.5 0.4 0.4 0.4 0.5 0.7 0.9 1.2 1.5 1.7 1.8 1.7 1.4 1.1 0.8 0.6 0.5 0.4 0.4 0.4 0.5 0.6 0.8 1.1 1.4 1.7 1.8 1.7 1.5 1.2 0.9 0.7 0.5 0.4 0.4 0.4 0.5 0.6 0.8 1.1 1.4 1.6 1.8 1.7 1.5 1.2 0.9 0.6 0.4 0.3 0.3 0.3 0.3 0.3 3.0 3.0 Statistics Description Symbol Avg Max Min Max/Min Avg/Min FLOOR 1 CORRIDORS 1.3 fc 2.9 fc 0.2 fc 14.5:1 6.5:1 FLOOR 2 CORRIDORS 1.4 fc 3.0 fc 0.3 fc 10.0:1 4.7:1 FLOOR 3 CORRIDORS 1.4 fc 3.0 fc 0.3 fc 10.0:1 4.7:1 Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 LME LME EM LIGHTING PHOTOMETRIC THIRD FLOOR E4.6 ;;; ;; 09/15/2022 · · · · Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 E5.1 ONE-LINE DIAGRAM ;;; ;; 09/15/2022 Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 E5.2 PANEL SCHEDULES XXX XX 09/15/2022 Project No. 22AP11 Idaho PE #: P-17172 SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I I T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 3 E6.1 ENERGY CODE COMPLIANCE XXX XX 09/15/2022 Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 PLUMBING COVER SHEET 718081_P0.1 P0.1 Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 PLUMBING SCHEDULES & CALCULATIONS 718081_P0.2 P0.2 “” “” Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 PLUMBING SPECIFICATIONS 718081_P0.3 P0.3 A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 S counter placement and orientation per retail group E D TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALEPLUMBING PLAN - FIRST FLOOR 1 NN GENERAL NOTESKEYNOTES SHOWROOM 100 OFFICE 101 BREAKROOM 102 R&D AREA 104 STAIR 1 120 RESTROOM 106 REFUSE 105 STORAGE 111 STAIR 2 121 LOBBY 110 EQUIPMENT ELEVATOR 109 COMM MOP/ 108 SELF-STORAGE 112 RM FIRE RISER 107 ELEVATOR RESTROOM 103 RE-USE AREA Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 PLUMBING PLAN - FIRST FLOOR 718081_P1.1 P1.1 A B C 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 S E D 9 TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALEPLUMBING PLAN - SECOND FLOOR 1 NN GENERAL NOTESKEYNOTES COMM MOP/ 208 ELEVATOR Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 PLUMBING PLAN - SECOND FLOOR 718081_P1.2 P1.2 A B C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 S E D TRUE NORTH PROJECT NORTH 1/16" = 1'-0" SCALEPLUMBING PLAN - THIRD FLOOR 1 NN GENERAL NOTESKEYNOTESGENERAL NOTESKEYNOTES COMM MOP/ 308 ELEVATOR RESTROOM 306 Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 PLUMBING PLAN - THIRD FLOOR 718081_P1.3 P1.3 OFFICE 101 BREAKROOM 102 R&D AREA 104 RESTROOM 103 SHOWROOM 100 RESTROOM 106 LOBBY 110 EQUIPMENT ELEVATOR 109 COMM MOP/ 108 RM FIRE RISER 107 ELEVATOR S COMM MOP/ 208 S COMM MOP/ 308 RESTROOM 306 87 9 10 A B A B GENERAL NOTESKEYNOTES 1514 A 14 15 1514 B Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 PLUMBING ENLARGED PLANS 718081_P2.1 P2.1 1 Apex Project No. 282207 ASB TRB SITE ADDRESS: ENGINEER LOGO: PROFESSIONAL SEAL: NO T E S 3 DA T E NO . 2 IN I T I A L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: AM E R C O R E A L E S T A T E C O M P A N Y 8 328 N 2ND E REXBURG, ID 83440 718081 08/16/2022 07 . 1 8 . 2 2 BG BI D S E T 08 . 0 2 . 2 2 BG AD D E N D U M 1 08 . 1 6 . 2 2 BG AR C H I T E C T U R A L U P D A T E S / C I T Y S U B M I T T A L 09 . 1 5 . 2 2 BG UH I C O M M E N T S / C I T Y R E S U B M I T T A L - - - - - - - - U-HAUL MOVING AND STORAGE 1 2 09/15/22 3 PLUMBING DETAILS 718081_P2.2 P2.2 LEVEL 1 PLAN - BLDG A FIRE SPRINKLER FP101 NORTH 4" 6 " 6 " 4 " 4"4" 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2"1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1" 1" 1" 1" 1" 1" 1" 1"1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4"1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2"2"2"2"2" 2" 2"2" 2"2" 2"2"2" 2"2"2"2"2"1 " 2"2"2"2"2" 2"2" 2"2"2"2" 2"2" 2"2"2"2" 2"2"2" 2"1-1/2"1-1/2" 1-1/2" 1-1/2"1-1/2" 1-1/2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 UP SWS. S orientation per retail group counter placement and SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: N O T E S 3 D A T E N O . 2 IN IT IA L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z A M E R C O R E A L E S T A T E C O M P A N Y 8 PH: (602) 263-6502 PHOENIX, ARIZONA 85004 2727 NORTH CENTRAL AVENUE CONSTRUCTION DEPARTMENT 328 N 2ND E REXBURG, ID 83440 718081 09/15/2022 - - - - - - - - - - - - - - U-HAUL MOVING AND STORAGE XX A1 NAME.DWG XX A1 NAME.DWG XX A1 NAME.DWG XX A1 NAME.DWG GTJ GTJ 09/15/2022 9 . 1 5 . 2 2 G T J U H I C O M M E N T S / C IT Y R E S U B M IT T A L 3 6 5 11 1 15 15 " 32 3 1’-0" FIRE SPRINKLER PLAN - BUILDING A LEVEL 1 9 9 9 9 9 9 9 9 9 9 9 9 9 9 4 C B 2 14 3 3 3 15 LEVEL 2 PLAN - BLDG A FIRE SPRINKLER FP102 NORTH 4 " 4"4" 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 "1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1-1/2" 1-1/2" 1-1/2" 1" 1" 1" 1 " 1 " 1 " 1 " 1 " 1" 1" 1" 1" 1" 1"1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4"1-1/2" 1-1/2"1-1/2" 1 - 1 / 2 " 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2"2"2"2" 2"2"2"2"2"2"2"2"2" 2"2"2"2"2"2"2"2" 1 " 1 " 1 " 1 " 2" 2"2"2" 2"2"2"2"2"2"2" 2"2"2"2"2"2"2" 2" 2"2" 2"2"2" 1 " 1 " 1 " 1 " 2"2"2"2"2"2"2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 UP SWS. C .S . S SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: N O T E S 3 D A T E N O . 2 IN IT IA L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z A M E R C O R E A L E S T A T E C O M P A N Y 8 PH: (602) 263-6502 PHOENIX, ARIZONA 85004 2727 NORTH CENTRAL AVENUE CONSTRUCTION DEPARTMENT 328 N 2ND E REXBURG, ID 83440 718081 09/15/2022 - - - - - - - - - - - - - - U-HAUL MOVING AND STORAGE XX A1 NAME.DWG XX A1 NAME.DWG XX A1 NAME.DWG XX A1 NAME.DWG GTJ GTJ 09/15/2022 9 . 1 5 . 2 2 G T J U H I C O M M E N T S / C IT Y R E S U B M IT T A L 6 7 " 32 3 1’-0" FIRE SPRINKLER PLAN - BUILDING A LEVEL 2 9 9 9 9 9 9 9 9 9 9 9 9 9 9 LEVEL 3 PLAN - BLDG A FIRE SPRINKLER FP103 NORTH 4 " 4"4" 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 4 " 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1"1-1/4"1-1/2" 1-1/2" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1 "1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 "1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 3 " 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1 " 1 " 1 " 1 " 1 " 1" 1" 1" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4"1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1 - 1 / 2 " 2" 2" 2"2" 2" 2"2"2"2"2"2" 2"2"2" 2"2"2"2"2"2"2" 2"2"2"2"2"2"2" 2"2"2" 2"2"2"2"2"2"2"2"2" 2"2"2"2"2"2"2"2"2" 2"2"2" 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 " 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 UP SWS. C .S . S SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: N O T E S 3 D A T E N O . 2 IN IT IA L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z A M E R C O R E A L E S T A T E C O M P A N Y 8 PH: (602) 263-6502 PHOENIX, ARIZONA 85004 2727 NORTH CENTRAL AVENUE CONSTRUCTION DEPARTMENT 328 N 2ND E REXBURG, ID 83440 718081 09/15/2022 - - - - - - - - - - - - - - U-HAUL MOVING AND STORAGE XX A1 NAME.DWG XX A1 NAME.DWG XX A1 NAME.DWG XX A1 NAME.DWG GTJ GTJ 09/15/2022 9 . 1 5 . 2 2 G T J U H I C O M M E N T S / C IT Y R E S U B M IT T A L 6 8 12 13 " 32 3 1’-0" FIRE SPRINKLER PLAN - BUILDING A LEVEL 3 9 9 9 9 9 9 9 9 9 9 9 9 9 9 101102103104 105106107108109110111112 120 119 118 117 116 115 114 113 121122123124 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 4 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 1 2 3 4 5 6 7 1 2 3 45 6 78 8 9 8 OF EXIT STAIR VERTICAL STANDPIPE INSTALLED IN CORNER 9 ADJACENT TO STANDPIPE. MAIN RISER VIA 1-1/4" EXPRESS DRAIN INSTALLED EXTEND DISCHARGE FROM TEST/DRAIN VALVE TO FLOOR LEVEL OF BUILDING SUPPLY TO FIRE SPRINKLER SYSTEM ON EACH CAULKING. AREAS. SEAL ALL PENETRATIONS WITH FIRE 2-HOUR WALL SEPARATING STAIR FROM ADJACENT BUTTERFLY PATTERN CONTROL VALVE GLOBE UMC (OR EQUAL) RISER ASSEMBLY WITH CHECK VAVLE GLOBE UMC (OR EQUAL) WITH INTEGRATED (INTEGRATED INTO GLOBE UMC) VANE TYPE WATER FLOW SWITCH GLOBE UMC) PRESSURE GAUGE (INTEGRATED INTO INTO GLOBE UMC) RELIEF VALVE AND SIGHT GLASS (INTEGRATED COMBINATION TEST/DRAIN VALVE WITH PRESSURE EXCEEEDS 175 PSI (ALL SYSTEMS SERVING LEVEL P2) AT 170 PSI) WHERE MAXIMUM SYSTEM PRESSURE NOTE: PROVIDE PRESSURE REDUCING VALVE (SET NOTES & DETAILS FIRE SPRINKLER FP500 6 7 8 9 10 11 12 14 16 17 5 6 7 16 17 9 8 12 3 2 1 4 8 1415 1 2 3 4 5 13 15 19 18 19 18 90 M.J. BEND NFPA #13 CONCRETE THRUST BLOCK, SIZED PER CORROSION PROTECTION ANCHOR RODS, PER NFPA #13 - PROVIDE UNDERGROUND SUPPLY TO INTERIOR PIPING SPIGOT PIECE - TRANSITION FROM CEMENT LINED DUCTILE IRON FLANGE X MASTIC SPACE AROUND PIPE - FILL SPACE WITH SLEEVE AT FLOOR SPACE WITH 2" CLEAR NOT USED OF SPRINKLERS PER NFPA 13 6.2.9.7.1. SPARE SPRINKLER CABINET, PER NFPA 13. PROVIDE LIST VANE TYPE WATER FLOW SWITCH GENERAL INFORMATION SIGN PER NFPA 13 25.6. PRESSURE GAUGE ASSEMBLY (OR EQUAL) 4" AMES COLT SERIES C200BFG DOUBLE CHECK BUILDING EXTERIOR. VALVE WITH 1/2" ORIFICE. EXTEND DISCHARGE TO 2" COMBINATION DRAIN AND INSPECTOR’S TEST HYDRAULIC DESIGN INFORMAITON SIGN 10 11 4" CHECK VALVE CONNECTION. PROVIDE 1/2" AUTO BALL DRIP 4" TO 2-WAY, WALL MOUNT FIRE DEPARTMENT (BEYOND) 6" UNDERGROUND SUPPLY PIPING 6" X 4" FLEXIBLE COUPLING/FITTING ATTACHED LOCKING CHAIN BUILT-IN TAMPER SWITCH AND 4" BUTTERFLY CONTROL VALVE WITH FIRE SPRINKLERS (ONE PER LEVEL IN EXIT STAIR) 4" SUPPLY TO FLOOR CONTROL VALVE ASSEMBLIES FOR 6 7 8 9 10 11 12 14 16 17 5 6 7 16 17 9 8 12 3 2 1 4 8 1415 1 2 3 4 5 13 15 19 18 19 18 90 M.J. BEND NFPA #13 CONCRETE THRUST BLOCK, SIZED PER CORROSION PROTECTION ANCHOR RODS, PER NFPA #13 - PROVIDE UNDERGROUND SUPPLY TO INTERIOR PIPING SPIGOT PIECE - TRANSITION FROM CEMENT LINED DUCTILE IRON FLANGE X MASTIC SPACE AROUND PIPE - FILL SPACE WITH SLEEVE AT FLOOR SPACE WITH 2" CLEAR NOT USED OF SPRINKLERS PER NFPA 13 6.2.9.7.1. SPARE SPRINKLER CABINET, PER NFPA 13. PROVIDE LIST VANE TYPE WATER FLOW SWITCH GENERAL INFORMATION SIGN PER NFPA 13 25.6. PRESSURE GAUGE BUILDING EXTERIOR. VALVE WITH 1/2" ORIFICE. EXTEND DISCHARGE TO 2" COMBINATION DRAIN AND INSPECTOR’S TEST HYDRAULIC DESIGN INFORMAITON SIGN 10 11 4" CHECK VALVE CONNECTION. PROVIDE 1/2" AUTO BALL DRIP 4" TO 2-WAY, WALL MOUNT FIRE DEPARTMENT (BEYOND) 8" UNDERGROUND SUPPLY PIPING 8" X 6" FLEXIBLE COUPLING/FITTING ATTACHED LOCKING CHAIN BUILT-IN TAMPER SWITCH AND 6" BUTTERFLY CONTROL VALVE WITH ASSEMBLY (OR EQUAL) 6" AMES COLT SERIES C200BFG DOUBLE CHECK 6" SUPPLY TO ESFR FIRE SPRINKLER SYSTEM SITE ADDRESS: ARCHITECT LOGO: PROFESSIONAL SEAL: N O T E S 3 D A T E N O . 2 IN IT IA L S 4 5 6 71 REVISIONS: SHEET NOTES: DRAWN: CHECKED: DATE: SHEET CONTENTS: z A M E R C O R E A L E S T A T E C O M P A N Y 8 PH: (602) 263-6502 PHOENIX, ARIZONA 85004 2727 NORTH CENTRAL AVENUE CONSTRUCTION DEPARTMENT 328 N 2ND E REXBURG, ID 83440 718081 09/15/2022 - - - - - - - - - - - - - - U-HAUL MOVING AND STORAGE XX A1 NAME.DWG XX A1 NAME.DWG XX A1 NAME.DWG XX A1 NAME.DWG GTJ GTJ 09/15/2022 9 . 1 5 . 2 2 G T J U H I C O M M E N T S / C IT Y R E S U B M IT T A L 1 2 3 4 5 6 7 8 9 10 Fire Sprinkler Keynote Legend APPLICABLE PROVISIONS OF NFPA 13 AND 24. SITE PLANS FOR CONTINUATION. INSTALL, FLUSH AND PRESSURE TEST PER ALL 6" UNDERGROUND WATER SUPPLY TO FIRE SPRINKLER SYSTEM IN BUILDING A. SEE APPLICABLE PROVISIONS OF NFPA 13 AND 24. SITE PLANS FOR CONTINUATION. INSTALL, FLUSH AND PRESSURE TEST PER ALL 8" UNDERGROUND WATER SUPPLY TO FIRE SPRINKLER SYSTEM IN BUILDING B. SEE BACKFLOW PREVENTER. SEE DETAIL 1 ON SHEET FP500. 6" FIRE SPRINKLER RISER FOR BUILDING A. INCLUDE DOUBLE CHECK ASSEMBLY CHECK ASSEMBLY BACKFLOW PREVENTER. SEE DETAIL 2 ON SHEET FP500. 8" FIRE SPRINKLER RISER FOR BUILDING B (HIGH PILED STORAGE). INCLUDE DOUBLE LEVEL OF BUILDING. SHEET FP500. PROVIDE A SEPARATE ZONE OF FIRE SPRINKLERS FOR EACH FLOOR FLOOR CONTROL VALVE ASSEMBLY FOR BUILDING A LEVEL 1. SEE DETAIL 1 ON TEST VALVES. PARALLEL TO FEED MAIN FOR DISCHARGE FROM FLOOR CONTROL VALVE ASSEMBLY MINIMIZE OBSTRUCTION TO BUILDING EGRESS. PROVIDE A 1-1/4" EXPRESS DRAIN EXIT STAIR. PIPING MAY BE INSTALLED EXPOSED BUT SHALL BE LOCATED TO VALVE ASSEMBLIES FOR LEVELS 2 AND 3. ROUTE VERTICAL FEED MAIN THROUGH 4" FIRE PROTECTION WATER SUPPLY FROM MAIN RISER UP TO FLOOR CONTROL LEVEL OF BUILDING. SHEET FP500. PROVIDE A SEPARATE ZONE OF FIRE SPRINKLERS FOR EACH FLOOR FLOOR CONTROL VALVE ASSEMBLY FOR BUILDING A LEVEL 2. SEE DETAIL 3 ON LEVEL OF BUILDING. SHEET FP500. PROVIDE A SEPARATE ZONE OF FIRE SPRINKLERS FOR EACH FLOOR FLOOR CONTROL VALVE ASSEMBLY FOR BUILDING A LEVEL 3. SEE DETAIL 3 ON OF 12 FEET). HAZARD GROUP 2 (STORAGE OF MODERATE COMBUSTIBLE TO A MAXIMUM HEIGHT HYDRAULICALLY DESIGNED TO PROTECT A HAZARD CLASSIFICATION OF ORDINARY APPLICABLE PROVISIONS OF NFPA 13. FIRE SPRINKLER SYSTEMS SHALL BE DESIGN, INSTALL AND TEST FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH ALL INSTALL FIRE SPRINKLERS TO PROVIDE PROTECTION THROUGHOUT BUILDING A. MOST REMOTE SPRINKLER. FLOWING WITH A MINIMUM RESIDUAL PRESSURE OF 20 PSI AT THE HYDRAULICALLY ESFR FIRE SPRINKLERS. HYDRAULIC DESIGN AREA SHALL INCLUDE 12 SPRINKLERS HEIGHT OF 300 FEET IN A 35 FOOT TALL BUILDING. PROTECT BUILDING WITH K-25.2 I-IV COMMODITIES AND CARTONED UNEXP0ANDED PLASTICS TO A MAXIMUM HYDRAULICALLY DESIGNED TO PROTECT PALLETIZED OR RACK STORAGE OF CLASS APPLICABLE PROVISIONS OF NFPA 13. FIRE SPRINKLER SYSTEMS SHALL BE DESIGN, INSTALL AND TEST FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH ALL INSTALL FIRE SPRINKLERS TO PROVIDE PROTECTION THROUGHOUT BUILDING B. DOWNSTREAM OF BACKFLOW PREVENTER. ABOVE FINISHED EXTERIOR GRADE. CONNECT TO FIRE SPRINKLER RISER 2-WAY, WALL MOUNTED FIRE DEPARTMENT CONNECTION. WALL MOUNT AT 36" 11 12 SYSTEM SUPPLIES 68.9 PSI AT 763.9 GPM. FLOWING AT POINT OF CONNECTION TO PUBLIC WATER SYSTEM. PUBLIC WATER WITH 250 GPM HOSE ALLOWANCE. SYSTEM REQUIRES 64.2 PSI WITH 763.9 GPM HAZARD (0.10 GPM/SQ FT) IN CORRIDORS. TOTAL DESIGN AREA OF 1,500 SQ FT ORDINARY HAZARD GROUP 2 (0.20 GPM/SQ FT ) IN STORAGE LOCKERS WITH LIGHT HYDRAULIC DESIGN AREA #1 - BUILDING A, LEVEL 3 TREE: MIXED DENSITY - 13 SYSTEM SUPPLIES 70.0 PSI AT 687.2 GPM. FLOWING AT POINT OF CONNECTION TO PUBLIC WATER SYSTEM. PUBLIC WATER WITH 250 GPM HOSE ALLOWANCE. SYSTEM REQUIRES 60.1 PSI WITH 687.2 GPM HAZARD (0.10 GPM/SQ FT) IN CORRIDORS. TOTAL DESIGN AREA OF 1,500 SQ FT ORDINARY HAZARD GROUP 2 (0.20 GPM/SQ FT ) IN STORAGE LOCKERS WITH LIGHT HYDRAULIC DESIGN AREA #2 - BUILDING A, LEVEL 3 GRID: MIXED DENSITY - 14 GPM. TO PUBLIC WATER SYSTEM. PUBLIC WATER SYSTEM SUPPLIES XX.X PSI AT XXX.X SYSTEM REQUIRES XX.X PSI WITH XXX.X GPM FLOWING AT POINT OF CONNECTION SPRINKLER WITH 12 SPRINKLERS FLOWING AND 250 GPM HOSE ALLOWANCE. 16.3.3.1 AND 17.3.3.1 - MINIMUM 20 PSI AT HYDRAULICALLY MOST REMOTE BUILDING. PROTECTED WITH K-25.2 ESFR FIRE SPRINKLERS PER NFPA 13 TABLES COMMODITIES AND CARTONED, UNEXPANDED PLASTICS IN A 35 FOOT TALL HYDRAULIC DESIGN AREA #3 - BUILDING B: 30 FEET HIGH STORAGE OF CLASS I-IV 15 THE FLOOR. FIRE SPRINKLERS) SHALL BE INSTALLED AT A MINIMUM ELEVATION OF 10’-6" ABOVE BELOW DOOR. ALL PIPING WITHIN ROOM (EXCEPT DROPS TO SINGLE SIDEWALL SIDEWALL FIRE SPRINKLERS INSTALLED BELOW EDGE OF DOOR TO PROTECT PIPING SHALL BE RUN AROUND PERIMETER OF FOOTPRINT OF OPEN DOOR WITH PER NFPA 13 8.7.5.3.2. DUE TO LACK OF SPACE ABOVE OVERHEAD DOOR, ALL INSTALL ADDITIONAL FIRE SPRINKLERS TO PROTECT BELOW OVERHEAD DOORS 1 2 3 GENERAL NOTES - FIRE PROTECTION 4 5 6 7 8 9 10 11 12 13 14 COMPONENTS. MAINS. PROVIDE CALCULATIONS PER NFPA 13 TO JUSTIFY SWAY BRACING SCHEDULE 40 PIPE. RIGID COUPLINGS SHALL BE USED ON FEED MAINS AND CROSS SEISMIC BRACING: PROVIDE SWAY BRACING FOR ALL PIPING PER NFPA 13 USING 15 18 16 EXPOSED COMBUSTIBLE MATERIALS (NOT SHOWN ON PLANS). WHOLLY OR PARTLY BY EXPOSED COMBUSTIBLE CONSTRUCTION OR THAT CONTAIN PROVIDE FIRE SPRINKLER PROTECTION FOR ALL CONCEALED SPACES ENCLOSED 17 PENETRATIONS OF FIRE RATED WALLS/PARTITIONS. INSTALL FIRE RATED CUALIKING AROUND FIRE SPRINKLER PIPING TO SEAL ALL C. NFPA 13 INSTALLATION OF FIRE SPRINKLER SYSTEMS 2016 EDITION B. INTERNATIONAL FIRE CODE (IFC) - 2018 EDITION A. INTERNATIONAL BUILDING CODE (IBC) - 2018 EDITION APPLICABLE PROVISIONS OF THE FOLLOWING CODES AND STANDARDS: THE FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED TO COMPLY WITH THE SPECIFICATIONS. IN NOTE 1 ABOVE AND SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND SYSTEM DESIGN SHALL MEET THE REQUIREMENTS OF CODES AND STANDARDS LISTED SYSTEMS TO PROVIDE FIRE PROTECTION OF ALL AREAS OF BUILDINGS A AND B. THE OPERATIONS TO DESIGN, CONSTRUCT AND MAKE FUNCTIONAL FIRE SPRINKLER FURNISH ALL MATERIALS, EQUIPMENT AND SUPPLIES AND PERFORM ALL WORK AND SPRINKLER/STANDPIPE SYSTEMS INCLUDING HYDRAULIC CALCULATIONS CONTRACTOR IS RESPONSIBLE TO COMPLETE DETAILED DESIGN OF THE FIRE ADJUSTED WHERE REQUIRED TO MATCH ACTUAL BUILDING CONDITIONS. INSTALLING AND OTHER FIRE PROTECTION EQUIPMENT ARE APPROXIMATE AND MUST BE DEVELOPMENT DRAWINGS. THE LOCATIONS SHOWN ON THESE DRAWINGS FOR PIPING CONCEPTUAL IN NATURE AND IS BASED ON INFORMATION PROVIDED IN THE DESIGN THE DESIGN OF THE FIRE SPRINKLER SYSTEMS CONTAINED ON THESE DRAWINGS IS SYSTEMS. SYSTEMS SHALL BE U.L. LISTED OR FM APPROVED FOR USE IN FIRE PROTECTION ALL DEVICES AND MATERIALS USED FOR THE INSTALLATION OF THE FIRE SPRINKLER BY FIRE ALARM CONTRACTOR. SWITCHES AS WELL AS PROVISION OF LOCAL WATER FLOW ALARM DEVICE PROVIDED OFF-PREMISE SUPERVISION OF FIRE SPRINKLER SYSTEM CONTROL VALVES AND FLOW LOCAL FIRE DEPARTMENT REQUIREMENTS. SHOP DRAWINGS SHALL MEET ALL APPLICABLE REQUIREMENTS OF NFPA 13 AND THE OWNER PRIOR TO ORDERING, FABRICATING OR INSTALLING ANY EQUIPMENT. APPROVAL TO THE REXBURG FIRE DEPARTMENT, PROJECT ARCHITECT, ENGINEER AND HYDRAULIC CALCULATIONS IN ACCORDANCE WITH NFPA 13 FOR REVIEW AND CONTRACTOR SHALL PREPARE AND SUBMIT COMPLETE SHOP DRAWINGS AND GPM HOSE ALLOWANCE LIGHT HAZARD, 0.10 GPM/SQ. FT. OVER THE MOST REMOTE 1,500 SQ. FT. INCLUDING 100 C. CORRIDORS, LOBBIES, OFFICES, STAIRS, COMMON AREAS AND SIMILAR SPACES: SPRINKLERS. PROVIDE 250 GPM HOSE ALLOWANCE. 12 SPRINKLERS FLOWING WITH A MINIMUM OF 20 PSI AT HYDRAULICALY MOST REMOTE STORED ON PALLETS OR RACKS IN 35 FOOT BUILDING. DESIGN AREA SHALL INLCUDE STORAGE OF CLASSI-IV COMMODITIES AND CARTONED, UNEXPANDED PLASTICS B. STORAGE AREAS IN BUILDING B - K-25.2 ESFR SPRINKLERS TO PROTECT 30 FOOT OVER THE MOST REMOTE 1,500 SQ. FT. INCLUDING 250 GPM HOSE ALLOWANCE. A. STORAGE SPACES IN BUILDING A: ORDINARY HAZARD GROUP 2, 0.20 GPM/SQ. FT. FIRE SPRINKLER DESIGN DENSITIES: C. ESFR SPRINKLERS: 100 SQ FT (10’ X 10’’) B. LIGHT HAZARD: 225 SQ FT A. ORDINARY HAZARD: 130 SQ FT MAXIMUM COVERAGE AREA PER SPRINKLER: ESFR FIRE SPRINKLERS FROM NFPA 13. NO MORE THAN 18" BELOW ROOF DECK. COMPLY WITH OBSTRUCTION RULES FOR BUILDING B STORAGE AREAS: K-25.2, ESFR, PENDENT WITH DEFLECTORS INSTALLED CONCEALED ABOVE CEILING. ORDINARY TEMPERATURE SPRINKLER WITH WHITE FINISH. INSTALL PIPING AREAS WITH CEILINGS: QUICK RESPONSE, RECESSED PENDENT TYPE, K-5.6, WITHIN 12" OF THE CEILING/DECK ABOVE INTERMEDIATE TEMPERATURE. INSTALL SPRINKLERS ON EXPOSED BRANCH LINES AREAS WITHOUT CEILINGS: QUICK RESPONSE, BRASS, UPRIGHT, K-5.6, ORDINARY OR FIRE SPRINKLERS: THREADED TEES. C. SPRINKLERS ON BRANCH LINES SHALL BE INSTALLED USING 1/2", 3/4" OR 1" OUTLET COUPLINGS. ROLL GROOVED JOINTS USING RUBBER GASKETED VICTAULIC STYLE FITTINGS AND B. STEEL PIPING 2-1/2" AND LARGER IN NOMINAL DIAMETER SHALL BE JOINED WITH THREADED JOINTS USING CAST IRON FITTINGS AND COUPLINGS. A. STEEL PIPING 2" AND SMALLER IN NOMINAL DIAMETER SHALL BE JOINED WITH FITTINGS: BETWEEN HANGERS. 1-1/2" AND LARGER: MINIMUM ONE HANGER PER LENGTH OF PIPE AND MAXIMUM 15’-0" 12’-0" BETWEEN HANGERS. 1-1/4" AND SMALLER PIPE: MINIMUM ONE HANGER PER LENGTH OF PIPE AND MAXIMUM HANGERS SHALL MEET REQUIREMENTS OF NFPA 13: PORTIONS OF FIRE SPRINKLER PIPING. DRIPS ON DRY-SYSTEM) PER NFPA 13 TO FACILITATE DRAINAGE OF TRAPPED INSTALL ALL PIPING PITCHED TO DRAIN. PROVIDE AUXILIARY DRAINS (WITH DRUM WITNESSED AND APPROVED BY OWNER AND REXBURG FIRE DEPARTMENT. 13 AND RECOMMENDED BY EQUIPMENT MANUFACTURERS. ALL TESTING SHALL BE CONTRACTOR SHALL PERFORM ALL TESTING AND COMMISSIONING REQUIRED BY NFPA DATA FROM: REXBURG FIRE DEPARTMENT FLOW: 1,000 GPM RESIDUAL PRESSURE: 65 PSI STATIC PRESSURE: 75 PSI PURPOSES: ENGINEER. THE FOLLOWING WATER SUPPLY MAY BE USED FOR ESTIMATING PERSONNEL. SUBMIT A COPY OF THE FLOW TEST REPORT TO THE PROJECT SCHEDULE ALL FLOW TESTS WITH APPROPRIATE FIRE AND/OR WATER DEPARTMENT APPROPRIATE REDUCTION FACTORS TO ACCOUNT FOR SEASONAL VARIATIONS. BEGINNING DESIGN OF THE FIRE SPRINKLER/STANDPIPE SYSTEM. APPLY TEST IN ACCORDANCE WITH NFPA 291 AFTER AWARD OF THE CONTRACT BUT BEFORE THE FIRE PROTECTION SUBCONTRACTOR SHALL PERFORM A FIRE HYDRANT FLOW 2" AND SMALLER - SCHEDULE 30 2-1/2" AND LARGER - SCHEDULE 10 ASTM A135 OR A795 ALL FIRE SPRINKLER PIPING SHALL BE STEEL PIPE CONFORMING TO ANSI/ASTM A53, 2 NTS NTS RISER DETAIL - BUILDING B NTS NTS RISER DETAIL - BUILDING A 1 NTS NTS 3 FIRE SPRINKLER FLOOR CONTROL VALVE ASSEMBLY 3