HomeMy WebLinkAboutREVIEWED PLANS - 21-00586 - Just4Kids Pediatric Urgent CareAuthor Name Author Email Author Phone No.:
Bret Stoddard brets@rexburg.org 208-372-2171
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Description : Just4Kids Pediatric Urgent Care
Address : 1218 Bond Ave
Application Type :
Document Filename : PLANS - 21-00586 - Just4Kids Pediatric Urgent Care.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
1 Free text Cody Jones : Building Open 1 Is this building considered an ambulatory health facility? If so,
it would need to meet the requirements of section 422.
1 Free text Cody Jones : Building Open 1 Rear lot line within 5', allows 10% in exterior wall openings.
1 Free text Cody Jones : Building Open 1 Need COMM check.
3 Free text Cody Jones : Building Open 3 Draftstopping in attic shall subdivide combustible attic space
so that no horizontal area does not exceed 3,000 square feet.
per section 718.4
4 Free text Cody Jones : Building Open 4 Suspended ceiling to be installed to manufacturers
specifications.
13 Free text Cody Jones : Building Open 13 Concealed spaces need to be fire blocked/draftstopped per
section 718
26 Free text Cody Jones : Building Open 26 Special inspector to be identified.
26 Free text Cody Jones : Building Open 26 Roof and roof fire classification?
31 Free text Cody Jones : Building Open 31 sign to be posted.
# 21-00586
New Commercial Building
Report Date: 08.10.2021
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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Ğ Ɛ Đ ƌ ŝ Ɖ ƚ ŝ Ž Ŷ
Ă ƚ Ğ
July 27, 2021
Is this building considered an ambulatory health
facility? If so, it would need to meet the requirements
of section 422.
Rear lot line within 5', allows 10% in exterior wall openings.
Need COMM check.
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E Ž ͘
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Draftstopping in attic shall subdivide combustible attic space so that no horizontal area
does not exceed 3,000 square feet. per section 718.4
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July 27, 2021
Suspended ceiling to be installed to manufacturers specifications.
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Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :HARRY J. AUMAN License No.: 18999 Expiration Date: 10/31/21 For Construction
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POWER PLAN E3.0DAWHJA210088207/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440
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N THE RADIOLOGY, PROCEDURE, AND EXAM ROOMS SHALL HAVE REDUNDANT GROUNDING PER SECTI ON 6g OF THE SPECIFICATIONS ON E1.0. ALL RECEPTACLES IN RADIOLOGY AND PROCEDURE SH ALL BE HOSPITAL GRADE PER SECTION 7c OF THE SPECIFICATIONS.B. RECEPTACLES WITHIN 6' FROM THE TOP INSIDE EDGE O F THE BOWL OF A SINK SHALL HAVE GROUND-FAULT PROTECTION (NEC 210.8(A)7) C. WHILE A NURSE CALL SYSTEM IS SHOWN, IT IS ONLY T O BE INSTALLED IN JURSIDICTIONS THAT REQUIRE IT. IF IT NOT REQUIRED, IT WILL NOT BE INST ALLED.E3.0 POWER KEY NOTES 1
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ORDINATE MOUNTING HEIGHT IN FIELD WITH OWNER'S REPRESENTATIVE 3
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DE CEILING MOUNTED RECEPTACLE AND DATA BOX.4
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OR FOR THE EXACT LOCATION AND NUMBER OF JUNCTION BOXES REQUIRED TO MAKE A COMPLET E AND WORKING SYSTEM. VERIFY WITH SIGN VENDOR FOR DISCONNECTING MEANS.7
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Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :HARRY J. AUMAN License No.: 18999 Expiration Date: 10/31/21 For Construction
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SPECIAL INSPECTIONS (CONT.):3. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTO R:A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGN ED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWING S AND SPECIFICATIONS. THE INSPECTOR MAY NOT ALTER, MO DIFY, ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF T HE DOCUMENTS.B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPO RTS TO THE BUILDING OFFICIAL, THE PROFESSIONAL -OF -RECORD, AND THE CONTRACTOR. ALL DISCREPANCIES SHALL BE BROU GHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FO R CORRECTION, THEN, IF UNCORRECTED, SUBMIT A COMPLETE LIST OF ALL OUTSTANDING DISCREPANCIES ON A WEEKLY BASIS TO THE OWNER, THE BUILDING OFFICIAL, AND THE PROFES SIONAL -OF -RECORD, UNTIL ALL CORRECTIONS HAVE BEEN COMPLETED.C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED R EPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOW LEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVI SIONS OF THE BUILDING CODE.4. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF OTHER SPECIFIED TESTING, DUPLICATE INSPECTIONS SHALL NOT BE REQUIRED.5. STRUCTURAL OBSERVATION (AS DEFINED IN CHAPTER 17 OF THE BUILDING CODE) IS NOT REQUIRED, UNLESS SPECIFI CALLY REQUIRED BY THE BUILDING OFFICIAL..6. SPECIAL INSPECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING TABLES:
DE
S
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N
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CONCRETE CONSTRUCTION (IBC 1705.3)1. INSPECTION OF REINFORCING STEEL AND PLACEMENT.2. INSPECTION OF ANCHORS CAST IN CONCRETE 3. INSPECTION OF ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS.4. VERIFYING USE OF REQUIRED DESIGN MIX.5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICA TE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRET E.6. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES 7. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSI ONS OF THE CONCRETE MEMBER BEING FORMED.PERIODIC CONTINUOUS PERIODIC PERIODICACI 318:3.5, 7.1 -7.7; IBC 1910.4 ACI 318: 3.8.6, 8.1.3, 21.2.8; IBC 1909.1 ACI 318: CH. 4 5.2 -5.4; IBC 1904.2, 1910.2, 1910.3 ACI 318: 5.11 -5.13; IBC 1910.9 ACI 318: 6.1.1ASTM C 172; ASTM C 31; ACI 318: 5.6, 5.8; IBC 1910.10SOILS (IBC 1705.6)VERIFICATION AND INSPECTION FREQUENCY REFERENCED STANDARD 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE A DEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.PERIODIC GEOTECHNICAL ENGINEERING REPORT2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPE DEPTH A ND HAVE REACHED PROPER MATERIAL.PERIODIC 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.PERIODIC 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LI FT THICKNESS DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.CONTINUOUS 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SU BGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.PERIODIC PREFABRICATED WOOD STRUCTURAL ELEMENTS AND ASSEMBLI ES (IBC 1705.5)1. PREFABRICATED WOOD JOISTSPERIODICPERIODICPERIODIC IBC 1704.2.8VERIFICATION AND INSPECTION FREQUENCY REFERENCED STANDARD VERIFICATION AND INSPECTION FREQUENCY REFERENCED STANDARD STEEL CONSTRUCTION 1. STRUCTURAL STEELVERIFICATION AND INSPECTION FREQUENCY REFERENCED STANDARD QUALITY ASSURANCE REQ. OF AISC 360 -10: Ch. N MASONRY CONSTRUCTION 1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS.VERIFICATION AND INSPECTION FREQUENCY REFERENCED STANDARD TMS 602/ACI 530.1/ASCE 6 Art. 1.5 PERIODIC 2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: A. PROPORTIONS OF SITE -PREPARED MORTAR TMS 602/ACI 530.1/ASCE 6 Art. 2.1, 2.6 APERIODIC B. CONSTRUCTION OF MORTAR JOINTS TMS 602/ACI 530.1/ASCE 6 Art. 3.3 B PERIODIC 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING AR E IN COMPLIANCE: A. GROUT SPACE TMS 602/ACI 530.1/ASCE 6 Art. 3.2 D, 3.2 FPERIODIC B. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCH OR BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGESTMS 402/ACI 530/ASCE 5 Sec. 1.16 TMS 602/ACI 530.1/ASCE 6 Art. 2.4, 3.4PERIODIC C. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGESTMS 402/ACI 530/ASCE 5 Sec. 1.16 TMS 602/ACI 530.1/ASCE 6 Art. 3.2 E, 3.4, 3.6 APERIODIC D. PROPORTIONS OF SITE -PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONSTMS 602/ACI 530.1/ASCE 6 Art. 2.6 B, 2.4 G.1.bPERIODIC E. CONSTRUCTION OF MORTAR JOINTS TMS 602/ACI 530.1/ASCE 6 Art. 3.3 B PERIODIC 4. VERIFY DURING CONSTRUCTION: A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS TMS 602/ACI 530.1/ASCE 6 Art. 3.3 F PERIODIC B. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTIONTMS 402/ACI 530/ASCE 5 Sec. 1.16.4.3, 1.17.1PERIODIC C. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F) OR HOT WEATHER (TEMPERATURE ABOVE 90°F)TMS 602/ACI 530.1/ASCE 6 Art. 1.8 C, 1.8 DPERIODIC 5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMSTMS 602/ACI 530.1/ASCE 6 Art. 1.4 B.2.a.3, 1.4 B.2.b.3, 1.4 B.2.c.3, 1.4 B.3, 1.4 B.4PERIODIC ADHESIVE ANCHORS 1. DURING PLACEMENT OF ADHESIVE ANCHORS OR REINFOR CEMENT EMBEDDED WITH ADHESIVE (AS SPECIFIED ON THE CONSTRU CTION DOCUMENTS) IN MASONRY OR HARDENED CONCRETE:VERIFICATION AND INSPECTION FREQUENCY REFERENCED STANDARD A. SIZE AND EMBEDMENT OF ANCHORS/ REINFORCING.CONTINUOUS B. ANCHORS/REINFORCING INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.MANUFACTURER'S INSTALLATION INSTRUCTIONS CONTINUOUS
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Bid Date Permit DateDrawn/Checked CONSTR. DOC. & REVSIONS /CASCO DIVERSIFIED CORPORATION 12 Sunnen Drive, Suite 100, St. Louis, MO 63143 T: 314-821-1100 P r o f e s s i o n a l o f R e c o r d :DANIEL E. CUTTER License No.: 15331 Expiration Date: 02/28/23 For Construction
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2100882 07/27/2021 07/27/2021JUST4KIDS URGENT CARE REXBURG, ID SALEM HIGHWAY U.S. 20 ARTCO BUSINESS PARK - BLOCK 1, LOT 2 REXBURG, ID 83440 No.DescriptionDate 7/27/21Special inspector to be identified.
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sign to be posted.