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HomeMy WebLinkAboutREVIEWED SITE - 21-00119 - Adams Elementary School - Addition04 �tCl[B{7RG �a C I TY OF Community Development Department 'y 35 North 1.t East ° REXBURG Rexburg, ID 83440 cvs Permit Technician (208) 372-2166 America's Family Community Inspection Hotline (208) 372-2344 Description: Adams Elementary School -Addition Address: 110 N 2nd E Application Type: Document Filename: PLANS - 21-00119 - Adams Elementary - Addition.pdf Array Comment Author Contact rm Author Name Author Email Author Phone No.: Bret Stoddard brets@rexburg.org 208-372-2171 Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314 Joel Gray Joel.Gray@rexburg.org 208-372-2331 Alan Parkinson Alan. Parkinson@rexburg.org 208-372-2165 Cody Jones Cody.Jones@rexburg.org 208-372-2173 Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required # 21-00119 Commercial - Addition Page Reference Annotation Type Author: Department Status Page Review Comments Applicant Response Comments G1.2 Free text Cody Jones : Building Open 2 Special inspections to be completed by Connect engineering. G1.2 Free text Cody Jones : Building Open 2 All Construction and materials to be in compliance with IBC 2018 A1.3-DMFP Free text Cody Jones : Building Open 15 Concealed spaces need to be fire blocked/draftstopped per section 718 A1.5 -RCP Free text Cody Jones : Building Open 17 Ceiling to be installed to manufacturer specifications. A4.1 -WS Free text Cody Jones : Building Open 21 36" Frost Depth A5.3 -DET Free text Cody Jones : Building Open 25 Handrail and guards to comply with 1014 and 1015. A6.1 -D5 E2.0 Free text Free text Cody Jones : Building Cody Jones : Building Open Open 27 68 Panic Hardware shall be installed as per IBC Section 1010.1.10 Exit sign and lightingto complywith sections 1008 and 1013 SD1.1 Callout Stan Crittenden : Fire Open 5 Fire Department Access Road gate shall be 20 ft, min. (IFC Appendix D103.5) Approval of plans does not constitute approval of variance from code Report Date: 03-22-21 Pagel of2 Page Reference Annotation Type Author: Department Status Page Review Comments Applicant Response Comments SD1.1 Callout Stan Crittenden : Fire Open 5 Fire Hydrant required per IFC Appendix BTable 13105.1(2) SD1.1 Callout Joel Gray: PW Open 5 Sidewalk must be ADA Compliant. Has ITD approved this entrance? SD1.1 Callout Joel Gray: PW Open 5 What is being done with down guides? SD1.1 Callout Joel Gray: PW Open 5 Sidewalk must be improved to meet ADA Requirements, SD1.1 Callout Joel Gray: PW Open 5 Curb and gutter needs to be replaced per City Standards, 5D1.3 Callout Joel Gray: PW I Open 7 Storage calculations are required. Approval of plans does not constitute approval of variance from code Report Date: 03-22-21 Page 2 of 2 SEE DETAIL 2/,45.11 HEADER - SEE STRUCTURAL 5/8" X 5" 6ALV. SEE WALL TYPES (2) TWO 3/8" x 2", IS" O.G. I g MI I. 2" x 3/8" WITH 2" "L" - SUPPORTS AT 48" O.G. VERTIGALLY, TYP.; MOUNT TO MASONRY WALL WITH 1/2" DIA. EPDXY BOLTS, EMBED 6" ACCESS LAI:C7ER SCALE: 1/2" = I'-0" WOOD JOISTS SEE 5TRUGTURAL B.O. STRUGTURE SEE STRUGTURAL 2x4 BULKHEAD ® I6" O.G. ACOUSTICAL CEILING CC)RR. 5ULKHEAD 2 SCALE: 1-1/2" = 1'-0" A5.3 LAY—IN GL6 ELEVATION = IOa'-(9" STAIR TREAD - 1 1/8" AIR R15ER - IXS PINE 3/4 X 12 STAIR (RINGER AT 12" O.G. rPSUM BOARD (1) tYER %11 - T.i.�11X11 57A I R E�r=7A I L (A001;) SCALE: 1-1/2" = I'=0" 1 1/2" CLR. GMU - 8" STEEL PIPE - j 1/2" STEEL PIP (2) 1/2" EXP.Sq - z ANCHORS N YW 2" MIN. EMBED z STEEL PLATE N < 4x4x3/I(5 O m HAN=1 RAIL Mr=7A I L 7 SGALE: 1-1/2" = 1'=0" ,45.3 A w 0 IL w o' U w U o' ¢ W 0 E - z W V) Z O U Z W 3 0 3 V) ¢ w Pa 0 V) z w Pa vi L3 z_ 3 w A 0 w D Pa w N H w 0 D z r z J 0 z 0 U Q Z ¢ a_ H V) w Ld z 3 0 J ¢ 0 V) z w w U W S U Q_' ¢ W 2 Pa Z ¢ 2 L7 r o_ 0 U PQ Fa W U W O w a_ W ¢ V) z w P� Pa z V) 0 Z_ 3 ¢ w Pa U J J a_ V) w U 0 0 C6 o6 3 w .� 0 BR ENT A. McFARLAND AR -2561 FEBRUARY 15, 2021 STATE OF IDAHO N N M M W"0 00 0 0 a o x cS m o a w N a' � QL U� N o � W w O Zm O m� N CONSULTANTS: CONSTRUCTION MANAGING HEADWATERS CONSTRUCTION CO. 900 Jet Stream Dr. Rexburg, Idaho 83440 (866) 496-9868 Fax (866) 496-0209 STRUCTURAL ENGINEERING FROST STRUCTURAL ENGINEERING 1020 Lincoln Road Idaho Falls, Idaho 83401 (208) 227-8404 Fax (208) 227-8405 MECHANICAL ENGINEERING MUSGROVE ENGINEERING, PA 645 W. 25TH Street Idaho Falls„ Idaho 83402 (208) 523-2862 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 East Center St. Pocatello, Idaho 83201 (208) 232-4439 Fax (208) 232-1435 0 � \ m Q vo V• Vl Z V� } O O lu v 01 <N (� Vim X �F O � V F w C ULd Z Of 0 - REVISION: REVISION: 1 3/2/2021 ADDENDUM #1 DRAWN BY: JOB NO: R5M X36 CHECKED BY: DATE: BAM FEB '21 PLOT DATE: 4-13-21 DRAWING N0. ALE: 736 -A5.3 -DET * A5.3 A5.3 21 OF I F7 -WPM Zi iii= r, 7i� J REPLACE SECTION OF GURB TO STATE OF IDAHO STANDARD DETAIL QI NEW 6-O" TALL CHAINLINK FENCE - +/-470'-6". SET SET IN MOW STRIP. - SEE DETAIL F/5D2.1 2 NEW DRY WELL - SEE DETAIL H/SD2.1 (3 NEW CHAINLINK FENCE CRASH GATE, 20' WIDE ® REPLACE SIDEWALK FOR GUYWIRE5 AND NEW POLE 50 NEW CONCRETE APPROACH FOR FIRE LANE ACCESS PER CITY OF REX13UR6 STANDARDS © NEWDECORATIVE FENCE CRASH GATE, 20'-70" WIDE Q NEW PLAY GROUND AREA, WORK BY OWNER. COORD I NATE WITH OWNER ® EXISTING DRY WELL, GORE DRILL HOLE(5) AS REQUIRED TO REGEIVE NEW ROOF DRAIN(S) ® INSTALL NEW 4" THICK CONGRETE PAD AT NEW POWER POLE AND GUIDE WIRES, +/-36 S.F. SIM. TO B/5D2.I ® 4" THICK GONG. PAD W/ #4 DOWELS AT 18" O.G. INTO FOUNDATION. #4 REBAR AT 24" O.G. EA. WAY. INSTALL 6" WIDE BY 30" DEEP FROST WALLS AS SHOWN, SEE 5D2.1 II 6" THICK GONG. PAD, SEE DTL. B/SD2.1 I© NEW ASPHALT PAVING, SEE DETAIL A/5D2.1 (+/-13,350 S.F) 13 CONCRETE MOW STRIP, SEE G/SD2.1 14 PAINT 6" WIDE RED STRIPE ALONG EDGE OF CONCRETE 15 FIRE ACCESS "NO PARKING" SIGN MOUNT TO BUILDING, SEE DTL. J/SD2.1 I6 NEW INLET/CATCH BASIN, SEE DTL. K/5D2.1 O REPAIR EXI5TIN6 IRRIGATION SYSTEM, RE5TORIN6 TO FULLY FUNCTIONAL SYSTEM, MATGHIN6 EXI5TIN(5 MATERIALS, BRAND, MODEL. RE -SEED LAWN IN AREAS OF IMPACTED BY NEW WORK ® REMOVE GRANULAR BASE, REPLACE WITH TOPSOIL, INSTALL EXTEND IRRIGATION SYSTEM TO GOVER FORMER ROAD AREA AND RESEED TO MATCH EXISTING. la EXISTING UNDERGROUND FIBER OPTIC, TO REMAIN, PROTECT :J EXISTING UNDERGROUND POWER AND TRANSFORMER TO REMAIN, PROTECT ADDENDUM #3 MARGH II, 20-2I BR ENT A. McFARLAND AR -2561 FEBRUARY 15, 2021 STATE OF IDAHO N N O � co W oN 0 Q o x o o' X O e Q� U� ® � eo cn o � W W U Z O Q 0 00 Z U m � N CONSULTANTS: CONSTRUCTION MANAGING HEADWATERS CONSTRUCTION CO. 900 Jet Stream Dr. Rexburg, Idaho 83440 (866) 496-9868 Fax (866) 496-0209 STRUCTURAL ENGINEERING FROST STRUCTURAL ENGINEERING 1020 Lincoln Road Idaho Falls, Idaho 83401 (208) 227-8404 Fax (208) 227-8405 MECHANICAL ENGINEERING MUSGROVE ENGINEERING, PA 645 W. 25TH Street Idaho Falls„ Idaho 83402 (208) 523-2862 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 East Center St. Pocatello, Idaho 83201 (208) 232-4439 Fax (208) 232-1435 (V 0 m Q vo 0 O � � O� z D- CD w LZ LZILI � U Z LLJ r n , � V REVISION: 1 3/11/2021 ADDENDUM #3 DRAWN BY: JOB NO: RSM -736 CHECKED BY: DATE: BAM FEB '21 PLOT DATE: 4-13-21 DRAWING NO. ALE: 736-SD1.I-SPO * SD1.1 51.1 OF AI I I o � I I , EXISTING SITE PLAN - UTILurr SCALE: P = 201-0• R INVERT (12 CHAMBERS) 4868.16 DRAIN FI9D STOR16E NEEDED 5TORM TECH 140, BOTTOM INVERT `-- INVERT 4868.08 C Ci i C 0 I I I I EXISTING Lis -�—de0 -- --V`�� KEYNOTES O NEW 4" RO F DRAIN LINE, INSTALL INTO EXISTING DRYWELL, RILL HOLE(5) AS REOV, GROUT PIPES IN PLACE O NEW 4" RO F DRAIN. I O3 NEW DRYW*LL, SEE DETAIL H/SD2.1 ® NEW INLET/ ATGH BASIN W/ 6" THICK CONCRETE APRON. 5'- " SQUARE, SEE DTL. K/SD2.1 O NEW STOR DRAIN, DRAINFIELD, SEE DETAIL 6/5D2.1 I O6 NEW 6" ROQF DRAIN O EXISTING �ER6ROUN12 POWER AND TRANSFORMER, TO REMAI PROTECT O EXISTIN6 U ER6ROUND FIBER OPTIC LINE TO REMAIN, PROTECT I O CANOPY DFLAIN AS PER DETAIL I/SDI.5 r AS � A (f,,H I I I I I IL - L- ------ 0 EXTERIOR OF BUILDIN6 V-4" ON PC51- 51DE OF BIILDIN6 10'-0" ON NORTH 51DE OF BUILDIN6 4 m 4„ NON -PERFORATED DRAIN TILE �- DRYVffLL A5 FER DETAIL H/SD2.1 DETAIL SP� 5 5GALE. I/2" = I' -O" SD1.3 INTERIOR OF CAST ALUMINUM Dom SPOUT INTO CONCRETE GAUL TO SEAL. n;Ml IT TO BE 3" ALL . INTO DRAIN TILE BR NT A. McFARLAND AR -2561 FEBRUARY 15, 2021 STATE OF IDAHO �o F-a Qm0 0 0 N �s � oa Q _3 CONSULTANTS: CONSTRUCTION MANAGING HEADWATERS CONSTRUCTION CO. 900 Jet Stream Dr. Rexburg, Idaho 83440 (866) 496-9868 Fax (866) 496-0209 STRUCTURAL ENGINEERING FROST STRUCTURAL ENGINEERING 1020 Lincoln Road Water Fans, Idaho 83401 (208) 227-8404 Fax (208) 227-8405 MECHANICAL ENGINEERING MUSGRDVE ENGINEERING, PA 645 W_ 25TH Street Idaho Foils„ Idaho 83402 (208) 523-2862 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 East Center SL Pocatello. Idaho 83201 (208) 232-4439 Fax (208) 232-1435 m 2 # Q v� O ciN .O V jd w Lea o a o REVISION: 1 31/2/2071 ADIORN M 91 DRAWN BY: JOB N0: RSM 136 CHECKED BY: DATE: BAM FEB '21 PLOT DATE: 4-13-21 DRAWING NO. FILE_ 736-SDI.3-5UT W SDI OF