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PZ - Building Plans PRICE SANDERS - RHEES P JUI RUBY WP CREEK 4 LEXES TEBEAU THE ARCHITECTS OFFICE N . BLACK CAT ROAD & W . MALTA DRIVE 499 MAIN STREET (208) 343-2931 BOISE, IDAHO 83702 T A O I D A H O.C O M MERIDIAN , IDAHO 83646 VICINITY MAP SHEET INDEX PROJECT SUMMARY NO SCALE Sheet TOTAL PROJECT SITE 1.96± ACRES . 3111 It { Y Number Title on TITLE SHEET:PROJECT DIRECTORY,SHEET INDEX PROJECT IS THE CONSTRUCTION OF (7) 4-PLEX BUILDINGS (28 UNITS) INCLUDING PARKING, LIGHTING, AND CIVIL DRAWINGS LANDSCAPING FOR JUMP CREEK SUBDIVISION NO. 3, BLOCK 16 LOTS 4-10. THE 4-PLEX BUILDINGS ARE TWO STORY MR - .° ,.D I'�{' '� �` - 1 IJUMP CREEK 4 GRADING PLAN WOOD FRAMED APARTMENT BUILDINGS. THE BUILDING TYPE INCLUDES 7 2-BEDROOM/ 2-BATHROOM UNITS. THE ` T �'° PROJECT INCLUDES 60 OFF-STREET PARKING STALLS 2 FOR EACH UNIT), INCLUDING 4 ACCESSIBLE SPACES. LANDSCAPE DRAWINGS ( ) L1.10 COVER SHEET L1.11 LANDSCAPE PLAN '17, 11F a II I L2.10 PLANT SCHEDULE, NOTES I I L2.11 DETAILS L3.10 IRRIGATION DBSPECS I ' , ,,r - i;' � '•. ° L3.11 IRRIGATION DBSPECS ' PROJECT DIRECTORY ° f ARCHITECTURAL APARTMENT DRAWINGS PROJECT PROJECT - � •� 1�i AO.O ARCHITECTURAL COVER SHEET,ARCHITECTURAL LEGEND _ •+f Ao.1 CODE DATA OWNER GENERAL CONTRACTOR LOCATION I `- :: AO.2 ARCHITECTURAL SPECIFICATIONS CBH HOMES CBH HOMES � . �-,; , � Ir A0.3 GENERAL ACCESSIBILITY REUIREMENTS 1977 E. OVERLAND RD. 1977 E. OVERLAND RD. JUMP C RE E K AO.4 TYPE B DWELLING UNIT GENERAL REQUIREMENTS MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 • ,.t� - _y,-. �.��...• AO.5 FAIR HOUSING ACT ACCESSIBILITY GUIDELINES CONTACT: COREY BARTON AO.6 IECC ENERGY CODE COMPLIANCE REPORTS V (208) 288-5560 4-PLEXES J , A1.0 SITE PLAN A1.1 SITE DETAILS A1.2 CARPORT PLANS AND SECTIONS A2.0 BUILDING TYPE 2-1 FLOOR AND ROOF PLANS N. BLACK CAT ROAD & A3.0 ENLARGED UNIT FLOOR PLANS SURVEYOR CIVIL LANDSCAPE - " -'• ' - � A4.0 BUILDING TYPE 2-1 SECTIONS A4.1 WALL SECTIONS W. MALTA DRIVE • IDAHO SURVEY GROUP, PC BAILEY ENGINEERING, INC. SOUTH BECK & BAIRD �� _ A4.2 WALL SECTIONS 9955 W. EMERALD ST. 1119 E. STATE ST., SUITE 210 2002 S. VISTA AVE. MERIDIAN, IDAHO 83646 - A5.0 BUILDING TYPE 2-1 ELEVATIONS BOISE IDAHO 83704 EAGLE IDAHO 83616 2002BOIS S. 8AVE. 3705 A6.0 INTERIOR ELEVATIONS ' CONTACT: CONTACT: DAVID A. BAILEY, P.E. CONTACT: JOHN ROTERS - •,- _ '�= A6.1 INTERIOR ELEVATIONS ATO ENLARGED UNIT REFLECTED CEILING PLANS V (208) 846-8570 V (208) 938-0013 V (208) 342-2999 1 A8.0 STAIRWAY PLANS E E roters@sbbgo.com A8.1 STAIRWAY SECTIONS 1 ' rep I A9.0 DOOR,WINDOW,AND FINISH SCHEDULES A9.1 DOOR AND WINDOW DETAILS A10.0 ROOF-CEILING,WALL AND FLOOR CONSTRUCTION TYPES ARCHITECT STRUCTURAL ACCESSIBILITY DRAWING SET A10.1 CONSTRUCTION DETAILS THE ARCHITECTS OFFICE, PLLC NORTH A11.0 FIRESTOP DETAILS ALLY STRUCTURAL CONSULTING, LLC ENDELMAN & ASSOCIATES, PLLC AGENCY REVIEW A11.1 FIRESTOP DETAILS 499 MAIN ST. 3778 PLANTATION RIVER, STE. 102 600 UNIVERSITY STREET, SUITE 1715 A11.2 FIRESTOP DETAILS BOISE, IDAHO 83702 BOISE, IDAHO 83703 SEATTLE, WASHINGTON 98101 SET. CONTACT: ROB TeBEAU CONTACT: CRAIG BRASHER, PE, SE CONTACT: MICHAEL SCHNEIDER AERIAL MAP STRUCTURAL DRAWINGS V (208) 639-6407 V (208) 949-5993 V (206) 324-6462 12-14-20 S1.1 GENERAL STRUCTURAL NOTES C (208) 794-1543 E cbrasher®allystructural.com F (206) 324-6469 NO SCALE S1.2 SPECIAL INSPECTIONS E rob®taoidaho.com E michael@endelman.com S2.1 BUILDING TYPE 2-1 STRUCTURAL PLANS S3.1 FOUNDATION DETAILS SEAL S4.1 WALL DETAILS MECHANICAL ELECTRICAL LICENSED ses .•'. '.... S5.1 FLOOR FRAMING DETAILS ARCHITECT - a-� S6.1 ROOF FRAMING DETAILS DC ENGINEERING DC ENGINEERING AR-985044 440 E. CORPORATE DR., SUITE 103 440 E. CORPORATE DR., SUITE 103 MECHANICAL DRAWINGS BOISE, IDAHO 83642 BOISE, IDAHO 83642 � .,,. M0.0 HVAC COVER SHEET CONTACT: AARON PROUGH, P.E. CONTACT: RYAN EWING --. M MOA HVAC ENERGY CALCULATIONS V (208) 493-0027 V (208) 493-0088 M2.1 HVAC PLANS E aprough@dcengineering.net E rewing®dcengineering.net _ �` " � , ` � a� �� �`3 `''� • � ''� � M3.0 HVAC SCHEDULES AND DETAILS - - • • , ®� 1 - I,. k •. i Don Robert TeBeau STATE OF IDAHO PO.0 PLUMBING COVER SHEET 12 14- - 20 9 U ■ ,+, ^R�LF fi PO.1 PLUMBING CALCULATIONS This document is the property of THE ARCHITECTS P2.1 PLUMBING PLANS OFFICE, PLLC and is not to be duplicated without P2.2 PLUMBING ENLARGED-WASTE AND VENT PLANS written authorization. P2.3 PLUBMING ENLARGED-WATER PLANS © THE ARCHITECTS OFFICE, PLLC ` DESIGN BUILD ITEMS �• J. ry. � � i � Q '}�. � ' -•• ;:, ,� .� fit, .a , ��-`4 �,, ; P3.0 PLUMBING SCHEDULES AND DETAILS FILE ELECTRICAL DRAWINGS THE FOLLOWING ARE DESIGN-BUILD ITEMS TO BE PROVIDED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR (SUB-CONTRACTOR) DATE ' - F , w;,^ - r rt- �+ EO.0 ELECTRICAL COVER SHEET SHALL PROVIDE REQUIRED SHOP DRAWINGS FOR AGENCY REVIEW AS REQUIRED. DECEMBER 14, 2020 OC>AT10, -'- r 5 r6 : , .:' ♦� '? yy� E0.1 ELECTRICAL SPECIFICATIONS 1. LANDSCAPE IRRIGATION 77, EO.2 ELECTRICAL IECC COMPLIANCE FILE NO. �. 2. MILLWORK - E1.0 ELECTRICAL SITE PLAN ,t 18-722 0.0 - d >1 E1.1 ELECTRICAL SITE PHOTOMETRIC PLAN 3. INTERIOR FINISH SELECTIONS ' E2.0 ELECTRICAL FLOOR PLANS DRAWN E2.1 ELECTRICAL FLOOR PLANS - 4. DOOR AND DOOR HARDWARE STYLE AND FINISH �,...,,�;,��-� _ �,,,�,� irk ,• i E3.0 ELECTRICAL SCHEDULES 5. FENCES E4.0 ELECTRICAL DETAILS • E5.0 ELECTRICAL RISER DIAGRAM - .. REVISIONS NORTH DEFERRED SUBMITTALS THE FOLLOWING ARE DEFERRED SUBMITTAL. THE GENERAL CONTRACTOR (SUB-CONTRACTOR) SHALL PROVIDE SHOP DRAWINGS FOR AGENCY REVIEW AS REQUIRED. 1. ROOF TRUSS DESIGN, ENGINEERING CALCULATIONS AND SHOP DRAWINGS.. 2. FIRE ALARM / SMOKE ALARM DESIGN AND SHOP DRAWINGS. 3. FIRE SPRINKLER SYSTEM DESIGN AND SHOP DRAWINGS. SHEET ■ COVER SHEET II 41.35 TOA ' GRADING PLAN LEGEND KEYNOTES 41.42 TOA ' O CB #P1 - 2534.56 INV W/ 1' SUMP PER ISPWC SD-603. __ _ 159' 38.08 41.42 TOA 39.10 41.35 TOA CONST. 20 LF C-900 ® 0.22% TO SG TRAP#P1. -_ - __- - - - -- - - - - - - - -- -- -- - - -- FG __ _ __�i_ 40.65FG 23' - __ _ EXISTING CONTOUR (1 INTERVAL) (QPao=1.74 CFS, QP25=1.47 CFS) a r PI PI ~ PI PI PI PI �-PI P r P FINISHED GRADE CONTOUR INTERVAL) SAND & GREASE TRAP #P1 SEE DETAIL THIS SHEET. ----� - - - - - - - - - - - - - - - i - - - - - - - - - 41.4 0.5%MIN - - ' ONT ( INT ) o.e%MIN 6 TOA 41.35 TOA 5' AL ----- - - _ ----_--- --- - _ O INFILTRATION BASIN #P1 - SEE DETAIL THIS SHEET. T ---41.35 TOA I V 30' yr I -' ` I � ' - ------- ----- ---- I � I �.S�� FINISHED GRADE CONTOUR (1 INTERVAL) 2536 ® 37 FG - '� ® CONST. INFILTRATION SWALE. USE DETAIL THIS SHEET. '35.99 1 4 15.58 TOA FINISHED GRADE TOP OF ASPHALT FG 41.46 TOA I 1 I - -- �--- z I 15.58 SW FINISHED GRADE AT SIDEWALK 50 CARPORT - SEE ARCHITECTURAL. © NOT USED. I 41.15 A r 15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB 5 I z I o� i u 4.86 _i �15.58 FG FINISHED GRADE (MISC. SURFACE) Q NOT USED. I � 2538 © - I 40.69 I Q I I FG i i1 11 I� � I � i i � - DIRECTION OF SHEET FLOW ® CONSTRUCT TRASH ENCLOSURE [SEE ARCHITECTURAL] I , I I © I 2701.00 FF BUILDING FINISH FLOOR ELEVATION O NOT USED. 2541 .99 FF 4,. S I - try 41.76 I SW I I I O 1 � V<1 �_ 38.09 I I I I I 12542.16 FF °D - - - - LOT SWALE (0.5% MIN) ® NOT USED. -' -- 1 - - I �0 1 ]j1 � [OsI I i I I 11 PARKING LOT SECTION - SEE DETAIL THIS SHEET. / 40.92 OA 5r I I q 40.69 ------ I 00 I I ^,�, I I ❑ � �-�--� FG I 4Gs2 �oA� `\ I 4o.ss i � NOTE: © THICKENED EDGE SIDEWALK - SEE DETAIL THIS SHEET. 37.39 12539.63 FF I I _ FG T-- - I I UTILITIES AND ROUGH GRADING FOR THIS AREA WERE CONSTRUCTED 2538.88 FF FG ❑i �_ _ II I II I - NOTE: SEE ARCHITECTURAL PLANS FOR ACCESSIBLE STALL AND WITH JUMP CREEK SUBDIVISION N0. 3 - SEE RECORD DRAWINGS J i JI I I z I I FOR NOTES, VICINITY MAP, LEGEND AND RECORD DATA OF UTILITY SIGNAGE DETAILS. ALL PEDESTRIAN LOADING ZONES, HANDICAPPED INSTALLATION. STALLS, PEDESTRIAN RAMPS, SIDEWALKS TO BUILDINGS ARE I I I I I ' 37.58 \ I 40.56 TOA I 1 o I CONSIDERED ACCESSIBLE ROUTES. ENTIRETY OF PARKING AREA IS I 11 = FG MN / 39.23 W v , I I - NOT CONSIDERED AN ACCESSIBLE ROUTE (DESIGNED WITH 1%-4% 38.33 �`/ 40.26 I I I 4� I I 38.33 5°I° 40.52 1 I 40.85 TOA I 1' I I SLOPES i 0.5% MIN FG o FG \ 40.55 I FG ) I 37.58 �FG FG 40. 0IT A I I FG __ - 31LIg TOA Q QQ a -MIS - I 51 I I I I 38.48 SW ,� - - --- - - - - - -- - --- -�--b -dr- ---------�-------- __ � 40.39 TOA A I � - - �� - - I I I NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES SHALL NOT 38.41 , T0A I 40.56 OA 40.35 TOA 40.63 TOA �'7 I 0.5%MIN - I I EXCEED 2% ON ANY PEDESTRIAN RAMP OR SIDEWALK. THERE WILL -------�- - I 1 I / \ . 5 TOA '-' I 37.41 \ © ,' `- 1 I ,' I I i I I I I BE NO TOLERANCE FROM THIS REQUIREMENT. I FIG 0.5%MIN © I © 1 I 1 \38.23 TOA /' I \� �i -- c - 3 37.70 TOA \ ( \ / �\ �' ` I I 40.60 TOA ` I \ �' O \ 15 TOA I \ / I 41.31 TOA I I 1 0 \ 6 I Q I \ f I I j 1 1 I II WIDTH PER PLAN If \ \ I / \\ \\x�i 40.419 TOA `t /��\ 5 \ I '� \ I ' '--- T--v7� -- o- ---- -- ------i---- - - -------- \ I I i 1 TOOLED JOINT \ I \\ \ \\ I �� N �\ 41.12 TOA 41.28 TOA �\ I w �w� 2 / \\/ I 4' ' --- -- 1 ' -- ---- ---- ---------\ 41.27 TOA 1 BATTER --------- w w w 2 i w \ w 38.71 TOA r- ---- - / / I I - �W - ---w- w 1 L 1 __ _ \ +� � I ' 41 10 TOA I 1 J 37.46 TOA w 38.6d TOA I 38.68 TOA -I -- w w-2S4 w w I 40�3 TOA w w 1 �� -- ----- w I 'n 1.00% DESIGN SLOPE w T w w w \ CSC I I 00 1 1I 40 68 TOA -\ --}--- Q - �x x x Px x x x x I 39.84 TOA __ ------- I 1°I°� I - 1 1 I \I x x x x p x x x p x x x x x nx x x px x x x xx x a x ` I 1 I x x '°� x x xx x x p x x xx x x x x x p - -------- -------------------j- I - -- --- - --- x ASPHALT PAVEMENT ---L----�- ---- ---- ---------- ----------------------�- L_ n -- ----- ---------- --------------- 9 x x�x x x ' x' p x ---- _ -� - - I I \ I SS 8 x o x x x x,ax %x x x 8 I I I ohm oo�oo�o�o�oo�o°0�008 �� 08 0�o� o� xx x x xx x co \ \ ■ • • • ■ ■T�■ • ' I, LI �� x x SLOP PLAN T� 1 • y' ro \\e � �9 • 38.03 TOA �- II 39.09 TOA' 39.33 TOA �- 40.32 TOA '�' 37 TO '� 38.00 TOA I 39.04 TOA _-_ � � � • • • , 40.37- T+--------------------------------- v o I 39.03 TOA I A I 41.07 TOA I 1 I I xx x�x x -38.08 TOA 1 38.73 TOA 38.92 TOA� 39.13 TOA 39.55 TOA I 40.29 TO 40:40 TOA 1 41.07 TOA 1 I I 2" OF 3/4" MINUS x x 1 ? ---- ---' ---- -- - 41.27 To CRUSHED GRAVEL I ---- --- --- ---- I I I I ( I �� S3 -- - - --� ---j- \ • \� 1 \\ I 5 i I I� 1 �� I �i � I I I I I I Z I N � �xx z x 39.16 TOA J I 3 1 I SITE GRADING NOTES: ` �'< Sg 1 I A 5 \"/0A 1 \ \\ ',' _ 1L15ITOA W i NOTE:CROSS SLOPE SHALL NOT EXCEED • ��� ��� � 38.89 TOA TOA 39.69 TOA ADJACENT LOT SWALES WHICH ARE THEN ROUTED TO � 9.26 SW + 0 39.47 TOA ` I 40.28 ��ao33 TOA 11 4Oy4b To ' --' - II I I / \ \ 1 39.25 1 ALL BUILDING DRAINAGE C TO BE ROUTED TO \\ 38.26 TOA �- - , 4h�44 SW I `\ �41.30 oA n i THICKENED EDGE SIDEWALK DETAIL 2.00% AT ANY SIDEWALK, HANDICAP ( \/ 38.43 3s.43 - �- ' ` I 'c o I PARKING OR OTHER ACCESSIBLE ROUTE - INFILTRATION SWALES . LOT SWALE ELEVATIONS ARE 39.45 39.45 1 I „ ) „ ® FG- I FG FG I FG - I -NTS- THERE IS NO TOLERANCE ALLOWED ABOVE BASED ON 8 MINIMUM REVEAL, 6 DROP IN FIRST 10 10 ` I I os1 i li D 2.00% AND THEN 2% GRADING TO SWALE(S). • \, -- -r-- L> --_ 4 \ -----0,5%MIN -- - -1- ---- ----------- ---dr �--- -- - -------- ---- , $W _�_ _ FG I ti 0.57.MIN T \ 0.5`%MIN - - - 40.FIG I® 1 1 2. THE BUILDING CONTRACTOR SHALL REVIEW & FOLLOW / 39.33 SW 0.59.MIN \ 0.5%MIN os%MIN I I I ALL CONDITIONS SET FORTH FOR THE SUBDIVISION IN v0 £ 38•Fc / THE GEOTECHNICAL REPORT BY SITE CONSULTING, LLC. \ 4 / 40.61 I I DATED JUNE 5, 2014. \ ��� \\ / \ - �, / Fc I i 1--6"�I \ _ 4o.3s sw y�, III I � I ;� I 1/ I 3. THE BUILDER SHALL REVIEW & FOLLOW ALL y =� ❑ �` ❑ -= I 7" \ 38.22 I --�= 39.26 - 1 I " RECOMMENDATIONS SET FORTH FOR THE SUBDIVISION IN \ Q \ \ Fc ❑ FG I i I I ` I N 1/2" R. 1 THE 'RECOMMENDATIONS FOR HOMEBUILDERS' REPORT BY 'A I FULL BOND WITH REZI- \ ❑2539.73 FF I 2540.75 FF i I I WELD 1000 EPDXY IN 1R CONCRETE SITE CONSULTING, LLC DATED NOVEMBER 2014. wo \ \ r__ __� ❑ [ 2541 .91 FF I II I I _ ACCORDANCE WITH THE 500 ❑ I r-- - r-- I I I 00 MANUFACTURERS c 4. EXCEPTIONS TO THIS GRADING PLAN MAY BE ❑ 11z C I I I 1 i SPECI- FICATIONS. v a ASPHALT MAT APPROVED BY THE CITY OF MERIDIAN BUILDING OFFICIAL � AT ISSUANCE OF BUILDING PERMIT BASED UPON REVIEW I� o - _ _;; I PAVEMENT III=IIIIII=III OF AN ENGINEERED INDIVIDUAL LOT GRADING PLAN. I _ III I I i � I �ii=IIIIII1 4 I % i SEE D-2 NATURAL 11111111 5. BUILDER IS REQUIRED TO COMPLY WITH REQUIRED - I I EARTH BASEEL TOP OF FOUNDATION ELEVATIONS OR SUBMIT AN r -----T------ TO -___-- -- I Syr IIG {-- �\ 1 2 I I I~8» 1=1 ENGINEERED SITE GRADING PLAN CERTIFYING COMPLIANCE N roe roe _--_______-ioe-----_ -__-- r- --39.05 - - _-_- u�-254 I - ---_ I I NOTES: i1 1 WITH THE GRADING PLAN INTENT. ------ - -- - ---------___ 12 _ -- ---- ----- --- ---- -_ I i A. GRADE AND ALIGNMENT TO BE ESTABLISHED 1 _y 1- - - - - ------ ---------------38.01 - - ---- -------- -- ----------------- -------- --- --- --- ------- I 6 EXTRUDED CURB DETAIL FG TOB T ---- --- -�� __--_ __ / I i BY THE ENGINEER AND THE PUBLIC AGENCY 6. SEE JUMP CREEK SUBDIVISION NO. 3 PLANS FOR - __ _-- -____�39_ ------ - _ __-_- - - T _ _-- _-_- FG - - - 25 - - - - -NTS- FIG - - HAVING JURISDICTION. STRUCTURAL FILL NOTES (APPLICABLE IF STRUCTURAL - -" - t - - - - - -`-" --- -_ _ ___----------___ == _ _ _ _ _ _ _ - -5- - _ - - - _ _ --- j/ - - -- -- ------- r £ ------------ r 1 FILL HAS NOT YET BEEN PLACED) _ - o - _--------- -- __-- - -- -----_- _-_- ----------------- -- -_--------_- -- ----------- - - -- _--------------------------- - -� - ---- B. CONTINUOUS PLACEMENT PREFERRED, SCORE NOTE: ---------- j- - -�- - - ------ - - - - -�- --- - Toe roe ----------------- Tna ---- -__ _______ _--__-__ _ ` I INTERVALS MINIMUM EIGHT FEET.--------T ----------s°e --------w�_- -- oeT - 0 Toe -� \ I I I To THIS DETAIL IS SHOWN AS ALTERNATE TO w - - - - - - - - - - - - - - - - - - - - - - _ I N VERTICAL CURB DETAIL, SHOWN OPPOSITE. -, _ - i �, \ �y� I � I C. MATERIALS AND CONSTRUCTION IN CONTRACTOR SHALL OBTAIN APPROVAL FROM P� P� P' P' P' P' P' P� P� 2, P� P� P� P� P� P, P, P, P P P� , , I I COMPLIANCE WITH ISPWC SPECIFICATIONS. " - - _ I� I I ENGINEER IN WRITING FOR ALL PROPOSED 2 1/2 ASPHALT -1-- ` 4" OF 3/4" MINUS CRUSHED ---- LOCATIONS. D. BACKFILLS AS PER ISPWC SECTION 706. AGGREGATE • -__-- - E. SECURE RIGHT OF WAY PERMIT BEFORE CONSTRUCTION IN PUBLIC RIGHT OF Y. 12" OF 6" MINUS PIT RUN (PARKING) 6" VERTICAL CURB NO 00�0 ' GUTTER - SD-701 A II II PARKING LOT 20 0 10 20 40 NOT TO SCALE SECTION SCALE IN FEET I 1 " = 20$ NOT TO SCALE -�Q w4 ,l4 w,3 w,s w,3 w,s w, w3 w4 w,s w,� W. MALTA DR. �5�g �p �B IDIAN APPROVED FOR C�VI IpANO CONSTRUCTION .. z These plans and/or specifications have been reviewed for V50:2,407 FT 3 0 SIDEWALK OR PL CAPACITY:3,485 FT-3 al VARIES I compliance with Meridian City Standards and Specifications. -TOB: 2537.20 zj 1' MIN * This review does not relieve the owner, engineer, or contractor UT SAND LENS AREA:250 FT�2 � SWALE ALONG NORTH g W.S. 50 YEAR LEVEL o * •� FLAT BOUNDARY IS 8' WIDE, 16" of the responsibility to design and/or construct those facilities -I -50-YR HW: 2536.70 VARIES 1 6 CLEANOUT LID TO BE FLUSH I~ ! ! LANDING DEEP W/ APPROX CAPACITY in compliance with all current applicable federal, state and local LLJ -I 1 WITH SIDEWALK o��6' MIN TO SW OF 5.33 ft"3/ft laws, rules, regulations, ordinances, development agreements, ONAL FNG Qw CO _j * " specifications, orders or approvals, all of which the City retains ��� �G�STER Q -I �o N SLOPE 0.5% MIN TO SAND _ 12 the right to enforce. Inconsistencies not noted by City staff shall LENS 12" MIN INTO PROVIDE GRADE RINGS 253770L� 3� �1 CAPACITY OF not be construed as approved unless specifically addressed 02/11/2020 -I FREE DRAINING „ 2" DRAIN ROCK SWALE I L 3/ftHOWN in writing by the City. Any proposed revision to these plans must17882 AS NEEDED 12 MAX COVER T be submitted for review and compliance with the Meridian City LP -BOTTOM: 2534.20 z 2810.74 TOP NO SOD OVER Standards and Specifications before said revision is constructed. 9T ASTM C-33 FILTER SAND AREA HIGH GROUNDWATER AT STRUCTURE TO OF STRUCTURE 18" F OF 00 APPROX ELEV: 2529.12 HAVE HS 25 TRAFFIC MIN. SAND LENS ��'�N S. CRP (3- MIN SEPARATION) RATED TOP. Name Date 2534.41 -_-_- CREATE POSITIVE SLOPE OF TOP OF 0.2% MIN TO SAND LENS BAFFLE CONST. SAND LENS ----- FILTER FABRIC SIDES & TOP REVISED PROVIDE TRASH RACK & RIP RAP AT CONST. 33 LF SDR-35 (ASTM C-33 _-_-_ OF INFILTRATION WINDOW NO. DATE DESCRIPTION CONST. SAND LENS POND INLET. TO POND 1 O 0.22%. SAND REQUIRED) -____ 12" MIN INTO EXCAVATE TO FREE (ASTM C-33 CONTRACTOR TO NOTIFY QUALIFIED INV O POND: 2534.23 20" EXCAVATE TO FREE _-_-= FREE DRAINING a i I ey Engineering, Inc■ DRAINING MATERIALS SAND REQUIRED) GEOTECHNICAL ENGINEER AND/OR DRAINING MATERIALS WHERE SAND LENS IS PROJECT ENGINEER TO WITNESS SWALE OJ.y� 2533.91 �,�� WHERE SAND LENS IS ----- SPECIFIED (LENS JUMP CREEK 3 INFILTRATION EXCAVATION. ��J�'yk' BOTTOM 2S3 iN SPECIFIED (LENS CIVIL ENGINEERING I PLANNING I CADD SHOWN IN PLAN VIEW `L OF BAFFLE A SHOWN IN PLAN VIEW THIS SHEET). BACKFILL SWALE #P1 SECTION s, THIS SHEET). BACKFILL 1119 ESTATE STREET,SUITE 210 TEL 208-938-0013 7_7 WITH REJECT SAND OR -NTS- WITH REJECT SAND OR EAGLE, ID 83616 www.baileyengineers.com -3/4" CRUSHED 1000 GALLON -3/4" CRUSHED 24„ DRAWN BY:KSC CHECKED BY: DAVID A. BAILEY P.E. PROJECT: C2013-024 DATE: 2-11-2020 GRAVEL GRAVEL SAND/GREASE TRAP NO. 1 � � � I� � I� A ® � III II � � PRIVATE(PERNTSISPWC SD-6W INFILTRATION SWALE DETAIL IG III � III Uv -NTS- JUMP CREEK SUBDIVISION NO . 4 SHEET- TRILOGY DEVELOPMENT ,, INC . A B C D E F G H I J K L M N O P ST'�QP!s� OF D.ROT�� �FINAL PLAT FOR 1/31/2020 JUMP u"' REEK SUBDIVISION NO ® 4 4 CA��••• r� �\ --- —,r—� r J L J r 1 r-1 r r,e� — A PORTION OF E 1 2 OF THE E 1 2 OF SECTION 28 DATE:1-31-2m20 I \ \ I I I I I I I I I I�f0p`I I" I I I I I I I I I I I 2 II ® II ® Ile II ® II ® ' ° 11,11 ° ° TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN 2 II II I I II II II II II I I II II I `\ o \> —J�J L_J L_J L_J L_J L_J L=J L_J _ -- �- -- -$- MERIDIAN, ADA COUNTY, IDAHO W \\l S S W JD9EPx OR.S $ — — — _ ' U _ I L---� = 1^ r—�r—�r—�r-7 r-7 r-7 r—�r—�r-1 �� — r a—r o-- II II II „�, — _ _ _ 2014 QJ Ln O E O I L___J N L___J ° IIoIIoIIoII ® II © II ® II ® II ® II ® I ® I � — -- ' Q O OV a O I I ° I L_J L_J L_J L_J L_J aGLC JL L_J — L I — SHEET L1 . 11 oo •� r_---� r---� 1 © I I I I o I ° W' '&TA DR L___J Qj r---1 r---r I � Ln H o I I o . ° L---J — — IIIIIIIIII� M VI d.+ .� r--� --- CD O CDCB o N � � _ � .•"w � nl m N in i TA OR — Chinden Blvd" r I o III o ii ° 1111 0 \I \\ >V�� w�sas �� \\ ® \\L--JL--J I © I � V J __ _J I II II 11 ° \\ — r-- Lu _J L__J --- Q m L— J o 1 Icr,Gcm�'J L°_ -- eta Td�— it i \��i r ---� �/ ---J s L_J L_J L_—JL w.DEER IL ———i r———�1 Full W.DEN SPRINGS DR. I I 1I I • I • ___ -- _ L PHASE 4 o �I BLOCK 11 I I = Lx--J L--- I L----i r __ I ---� ---J L---J _ l r l L l aaW ,� L---J I l u---, r�__� r__—,I r---� g I I I I I I r---� I I 1 L___J 1 I PROJECT REVISIONS: II II I I --_� I II ® z W.TWSIED CREER L-- x J I o m r-----� r---71 r----i � L Al __=J ___J I I ��//((I I I � I I I I I I I 1 � � I 5i, McMillan �'E I I 1++ y I O L_J LL J L J L_J L_ k. - 4�' McMillan Rd 1 — 1:1 YY r- �ll4'n Ad IL_---�J � � e a�DTe e�aw,�aaTe I 1 ffi p � L J I 1 I m O Fiv* mile Creek C r---1 r- 7 z 1I I I I I I II etocKl I n rm# II I L_J L--J LaoaJ L_J e e i aoce sae maar ,a e,.oar wore 6 Igo 0 0 0 0 0 0 0 � 6 I W.AYILLA DR. IK ANFfA®S: S $ w VICINITY MAP 0 00 0 o x � O O J J L 4 O IRR IR IRR IR 7 B GG ,e I I i O k O � s O p SUBDIVISION VISION DATA LANDSCAPE CALCULATIONS-. ACREAGE a �~ aTOTAL PARCEL - 2.20 ACRES * ROADWA r LANDSCAPE BUFFERS: TOTAL LOTS - 9 BLACK CAT ROAD - 25' (EXISTING) I■■1 - -- BUILDABLE LOTS - I COMMON LOTS - 2 * RESIDENTIAL SUBDIVISION TREES - N/A I s ZONINGS ACRES OF DEDICATED OPEN SPACE: 0 ffi R-15 EXISTING - R-15 APPROXIMATE. TOTAL ACREAGE: 4.93 ACRES a 9 PROPOSED - R-15 (DOES NOT INCLUDE IN THE R.O.UJ.'S) g g m I 6EWAGE DISPOSAL * COMMON AREA PROPOSED NUMBER OF TREES: MERIDIAN CITY SEWER (1 TREE/S,OmO 5F. COMMON/ OPEN SPACE) -TON ITs—s WATER SUPPLI' 21 REQUIRED, 48 PROPOSED � z [� - - - - (NOTE: DOES NOT INCLUDE TREES NECESSARr FOR - °p=• MERIDIAN CITY WATER ROAD BUFFER AREAS OR PATHWAI' TREES). 9 &.DCII e 9 IRR IRR IRR W MERIDIAN CITE' MITIGATION N/A -- -------- -W�CNILLAN RDAO _ * MITIGATION FOR REMOVAL OF EXISTING TREES - N/A SCHOOL DISTRICT MERIDIAN SCHOOL DISTRICT #2 Z FIRE DISTRICT 4 MERIDIAN m SCALE: 1"=200'-0"OVERALL SITE PLAN IRRIGATION DISTRICT � � m 10 SETTLERS IRRIGATION DISTRICT 10 94 DRAWN BY: JAG CHECKED BY: 11 11 JDR OWNERS DEVELOPER ENGINEER ARCHITECT PROJECT NUMBER SEE SHEET L1.11 FOR DETAILED LANDSCAPE VIPER INVESTMENTS TRILOGY DEVELOPMENT, INC. DAVID A. BAILEY, P.E. THE ARCHITECTS OFFICE PLLC 1977 E. OVERLAND RD SHAWN BROWNLEE BAILEY ENGINEERING, INC. ROB TEBEAU SHEET: PLANS, SEE SHEET L2.10 & L2.11 FOR PLANT LIST, MERIDIAN, ID 83642 9639 W. CABLE CAR ST., SUITE 101 1119 E. STATE ST., SUITE 210 499 MAIN ST. LANDSCAPE NOTES, AND PLANTING DETAILS BOISE, ID 83709 EAGLE, ID 83616 BOISE, ID 83702 208-895-8858 208-938-0013 208-343-2931 12 12 L1910 A B C D E F G H I J K L M N 0 P A B C D E F G H I J K L M N O P S TA OF IDq . 387 LF - PROJECT PERIMETER ���D xoT� � 1 11 TREES REQUIRED ( 1 TREE PER 35' FEET) 1 11 TREES PROPOSED 2 LA- 16827 2 PS 1/31/2020 4� :1 EXISTING FENCE TO ' L2.11 L2.11 L2.11 REMAIN. SEE PHASE 3 '.A SCP'4'' • DATE: X X X — _ _ 1-31-2020 PI PI PI �I PI— PI PI PI PI PI PI PI PI I PI LAWN - - - -I 7 - - - - - - - - - � I / -T == --� - - _ - - - - = LAWN Q LAWN LAWN IR 2 L OCK I I I / (5 I I I 1 I o - - - - �— - - - 0 2 - I EXISTING CONIFER KEEP SAND TYPICAL a, ,� O o U I I I II 1 1 I II I I I WINDOWS CLEAR I ° 1 I a o o a AT ALL TIMES I I v c� cn m v .N I I I 11 1 I I I LAWN � � > 00 o N � � U I I I I II II I m I OTEXISTING LANDSCAPE o 0 0 � o I BUFFER # FENCE TO � m i REMAIN. SEE PHASE 3 a, O I I I , O 8 I I 3 y 3 s ck a, I I SEE DETAILS III III ° 4 L A u a � SHEET L2.1 ( I I I I I _ 11 � U I I EXISTING SHADE TREE i I I I I 1 1 1 I I ❑ I I I I TYPICAL 0 W4c 1 POa Q co I I 11 III II - 1 � v � OO L I I III I I 0 0 4 — - - - - - - - - I L - - - - - - I I I II LAWN — - - - — — — — - - - — — - - - - o00 o 4 `^ CIO a PK \ \ /LA � 0 / \�X � // �\ / � L UN L WN \ �/ \ L Wk / REVISIONS: � 2'X2' BASALT T O� / / PK\ - _ _ w - - - - W . . - W - - w w - - - W W w w I I L2.11 5OULDERS / ,N ° w w (TYPICAL) w \ � / \ --------------------------- -------------- 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I 5 lip/ / S S S — S S S S I AIR i SS / ----------------------- ----- CA NN � LAWN \\ - - - - - - - - - - - \ S \ o 0 o a o 0 0 o o o 0 0 1 1 EXISTING LANDSCAPE 1000I5UFFER 4 FENCE TO I - - - - - — — — I REMAIN. SEE PHASE 3 6 LAW - - - - - - - LA 6 - - - - — — — oo oc I I I \ \�� ❑ ❑ ❑ - - 1I I I I I \ \ \ El El o El WN ❑ I I El X `n LA 1 j A 2 1AP1 I 12 1 1 10 1 I I 16 I 1 7 O I I 11 o I 1 7 I I I I o � O � I `n I LAWN 1 I ~ LAWN LAWN /J �■■� — I �I PI — I PI PI PI PI PI I I I I 1 X x X v PI 8 1 I 1 I o 1 � 8 1■■1 !■�1 - - - � L — - - — — — — — — - -� I PI IR P4 FI I IR IR IR IR IR IR IR PI PI PI — �— — o— e — — --_o IRS, IR IRR IRf', o— — — — — — — — — A z g W1 W12 W12 W12 W12 W12 W1 1 W1� W12 W1 — 9 ° W1 cf) -EXISTING LANDSCAPE � W1 BUFFER E FENCE TO W1 REMAIN. SEE PHASE 3 W. MALTA DR . W1 A a z rn LANDSCAPE PLAN a A 10 N SCALE: P=20'-0" 10 pq GENERAL LANDSCAPE NOTES LEGEND :4 ❑ SODDED LAWN AREA - Dwarf Turf Type Tall Fescue DRAWN BY: 1. NO TREES SHALL 5E PLANTED WITHIN THE 10 FOOT CLEAR ZONE OF ALL ACHD JAG STORM DRAIN PIPE.. X EXISTING �' l-IC�T. SOLID VINYL FENCING TO REMAIN CHECKED BY: 2. SEEPAGE BEDS MUST SE PROTECTED FROM ANY AND ALL CONTAMINATION ' NGT. SOLID VINYL FENCING TO REMAIN JDR 11 DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION EXISTING 4 11 SYSTEM. PROJECT NUMBER SEE SHEET L1.10 FOR OVERALL SITE PLAN, SEE 3. ALL TREES TO SE LOCATED A MINIMUM OF 5 FEET OR GREATER FROM THE BACK � STANDARD BOULDERS - AN EQUAL MIX OF 1 FT, 2FT. 4 _ OF ANY SIDEWALK. 3FT. DIA. NATIVE BASALT BOULDERS (CLEAN FROM SHEET L2.10 - L2.11 FOR PLANT LIST LANDSCAPE 4. KEEP ALL 510-SCALE MEDIA IN ALL DRAINAGE AREAS OPEN AT ALL TIMES CALICNE) SHEET: (COORDINATE WITH CIVIL CONSTRUCTION PLANS FOR LOCATIONS) NOTES, AND PLANTING DETAILS 12 12 � A B C D E F G H I J K L M N 0 P A B C D E F G H I J K L M N O P STD'- OF D.ROT�� O LANDSCAPE NOTES 1/ 16827 ' PLANT SCHEDULE .NOTE: ALL TREES TO BE GRADE #1) 1/31/2020 QTY. KEY BOTANICAL NAME PLANTING SIZE MATURE SIZE CLASS 1. All plant material shall conform to the American Nurseryman Standards for type and size shown. SCA������ COMMON NAME Plants will be rejected IF not in a sound and healthy condition. All plant material shall be Grade "1 or DATE: TREES better. 2. All planting beds and tree wells in lawn areas (wells to be 3' in diameter) shall be covered with a 1-31-2020 minimum of 3" of MINI BLACK AND TAN ROCK chips. Submit sample for approval by owner. AC Acer latanoicles 'Columnaris' 3. All lawn areas shall be sodded with 100io Turf Type Tall Fescue (Festuca arundinacia). 2 p 2" BBB 35' hgt. 15' wide GLASS II 4. All plant material shall be guaranteed for a period of one year beginning at the date of 2 Columnar Norway Maple acceptance by Owner. Replace all plant material found dead or not in a healthy condition U AG Red Rhapsody Amur Maple 2" 545 15' het. 15' wide CLASS I immediately with the same size and species at no cost to the Owner. 4- Acer tataricum subsp. ginnala 'Mondy' 5. Planting backfill for trees and planting beds shall be 5 parts topsoil and I part compost with a Ln O E o U AP Acer platanoides 'Ezestre' 2" B4B 40' het. 20' wide CLASS II straw. Stake all trees per details. Q CDo a Easy Street Maple 6. All sodded areas shall have 6" of topsoil and all planting beds shall have 12" of topsoil. M00 a; o AR Acer rubrum 'Franksred' 2" 545 35' het. 30' wide CLASS 11 Topsoil shall be a loose, friable, sandy loam, clean and free of toxic materials, noxious weeds, weed p N +. Red Sunset Red Maple seeds, rocks, grass, or other foreign material larger than 1" in any dimension, a pH from 5.5 to 1.0. �,; - 2 v v BN Betula nigra 2" BBB Multi-Stem 35' het. 25' wide CLASS II Top soil from site shall be used, if meeting these standards. Place 1/2" compost over all landscaped N areas and rototill into top 4". Spread, compact, and fine grade topsoil to a smooth and uniform o 0 0 _a River Birch grade, 1" below surface of walks and curbs in areas to be sodded and 3" in planting bed areas. r'i CO N Ln Q PC) Picea elauca var. densata 'MonChet' 6'-10' het. 545 25' het. 15' wide CONIFER -1. Fertilize all trees and shrubs with 'Agriform" planting tablets, 21 gram. Quantity per manufacturer's v 3 3 Black Hills Spruce recommendation. ICL PP Picea pungens glauca 'Colorado blue' 6'-12' het. 545 45' het. 20' wide CONIFER 8. Plant material shall not be substituted without the written permission of Owner. Submit names of Q L a Colorado Blue Spruce three suppliers contacted if substitution is requested and plant material specified is not available. i 9. Shrub planting beds shall be shovel edged to create a distinct separation of landscape types. _ PK Krauter Vesuvius Purple Leaf Plum 2" BdB 20' het. 25' wide GLASS I 10. Immediately clean up any topsoil, or other debris on site created from landscape operation and ' U J Prunus cerasifera 'Krauter Vesuvius' dispose of properly off site. ;4+ PR Prunus sareentii 'Columnaris' 2" BBB 30' het. 15' wide GLASS I 11. All landscape areas shall have an state of the art (2 wire) automatic underground sprinkler system W a = .a Columnar Sargent Cherry which insures complete coverage and is properly zoned for required water uses. All shrub and ¢ COperennial beds shall have drip irrigation and all lawn areas shall have spray or gear driven heads placed on their own zones. Irrigation system shall be design built by a qualified irrigation design SHRUBS specialist (Shop/Construction drawings shall be provided For review and approval by the .��� a v Landscape Architect before any work is initiated). Coordinate water source with civil engineering U v BC Berberis thunbereil 'Helmond Pillar' 2 Gal. 3' het. x 2' wide -8 m 4 drawings and owner. 4 �■ Helmond Pillar Barberry C 12. Coordinate all drainage areas and utilities with tree locations and adjust per field conditions. a mv BB Euonymous alatus 'Compactus' 5 Gal. 4' het. x 4' wide ►� Dwarf Burning Bush 13, The Contractor shall refer to the Irrigation Design Build Specifications and the typical irrigation installation details on sheet L3.0 and L3.1. BX Buxus x 'Green Velvet' 2 Gal. 3' het. x 3' wide 14. Coordinate all drainage areas and utilities with tree locations and adjust per field conditions. R Green Velvet Boxwood S. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE 0 CO Cornus alba 'Bailhalo' 5 Gal. 4' het. x 4' wide CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. Ivory Halo Dogwood 16. The Contractor shall coordinate the following to be approved by the owner/Landscape EF Euonymus fortunei 'Emerald Gaiety' 2 Gal. 3' hgt. x 3' wide Architect before installation: Specimen boulders, Basalt boulders, 3-4" washed river rock and rock REVISIONS: Emerald Gaiety Wintercreeper mulch in the planter areas. JS Juniperus scopulorum 'Blue Arrow' 5 Gal. 10' het, x 3' wide 1-1. All fencing shall comply with 11-3A-T Meridian City Code, Blue Arrow Juniper I8. VISION TRIANGLES ARE 40' X 40' AND 20' X 10' PER A.C.H.D. STANDARDS. 5 MJ Juniperus scopulorum 'Medora' 5 Gal. 10' het. x 3' wide 19. All fencing in common areas shall be setback 20' from the R.O.W. 5 Medora Juniper 20 All 510-SWALE MEDIA within any drainage area shall be kept open and free at all times. PO Physocarpus opulifolious 'Seaward' 5 Gal. 5' het. 5' wide 21. Berming along Black Gat and McMillan Streets to be at a 4:1 maximum slope and a MINIMUM of 3' Summer Wine Ninebark high. Grading shall be smooth and uniform through out. PW Pinus strobes 'Blue Shag' 5 Gal. 4' hgt. 4' wide Dwarf Blue Shag Eastern White Pine RM Rosa 'Meigalpio' Plant Patent 01-1,871 2 Gal. IS" het. x 30" wide Red Drift Groundcover Rose GENERAL LANDSCAPE NOTES RR Rosa x 'Nearly Wild' 2 Gal. 3' het. x 3' wide Nearly Wild Rose (Floribunda) SJ Spiraea japonica 'Walbuma' P.P* 9363 2 Gal. 2' het. 2' wide 1. NO TREES SHALL BE PLANTED WITHIN THE 10 FOOT CLEAR ZONE OF ALL ACHE) 6 Magic Carpet Spirea STORM DRAIN PIPE- UP Weieela Florida 'Bramwell' 2 Gal. 3' het. 3' wide 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION Fine Wine Weigela DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION O GROUND COVERS/ GRASSES/ PERENNIALS SYSTEM. 0 CA Calamaerostis x. acutiflora 'Overdam' 1 Gal. 6 36" O.G. 3' het. x 2' wide 3. ALL TREES TO BE LOCATED A MINIMUM OF 5 FEET OR GREATER FROM THE BACK Dwarf Feather Grass OF ANY SIDEWALK. HH Hemerocallis x 'Stella De Oro' 1 Gal. -8 46" O.C. 18" het. x 2' wide C Q Stella De Oro Daylilly 4. KEEP ALL 510-SWALE MEDIA IN ALL DRAINAGE AREAS OPEN AT ALL TIMES LL Lavandula aneustifolia 'Dilly Dilly' 1 Gal. .8 36" O.G. 12" het. x IS" wide (COORDINATE WITH CIVIL CONSTRUCTION PLANS FOR LOCATIONS) 7 Dilly Dilly Lavender PAH Pennisetum alopecurcides 'Little Bunny' 1 Gal. a 36" O.G. 2' het. x 3' wide 7 Little Bunny Dwarf Fountain Grass BIO-RETENTION ALTERNATE SEED MIX 0 PVH Panicum vireatum Hot Rod 1 I Ga . 36 O.G. 4 het, x 2 wide �■■� Not Rod Switch Grass PROVIDE THE FOLLOWING: H Note: Shrub and tree counts are for refernce only and not guaranteed, contractor shall verify all quanitities. SPECIES RATE (PLS lbs./Acre) Western yarrow (Achilles millefolium var. occidentalis) 0.10 Firecracker penstemon (Penstemon eatonii) 0.20 Blue flax (Linum perenne) 2.10 California poppy (Eschscholzia californica) 2.10 8 sheep fescue (Festuca ovina) 1BO 8 Idaho fescue (Festuca idahoensis) 2.0 a Sandberg bluegrass (Poa secunda ssp. sandbergii) 1.0 Rocky Mountain penstemon (Penstemon strictus) 1.0 Tots I 10.0 9 9 wW az �1 Q 10 10 �■■, w DRAWN BY: JAG CHECKED BY: 11 SEE SHEET L1.10 FOR OVERALL SITE LOCATION 11 JDR MAP AND SHEET L1.11 FOR DETAILED PROJECT NUMBER LANDSCAPE PLAN, SHEET L2.11 FOR LANDSCAPE SHEET: DETIALS AND SHEETS L3.10 - 3.11 FOR DESIGN BUILD IRRIGATION SPECS AND DETAILS 12 12 L2910 A B C D E F G H I J K L M N 0 P A B C D E F G H I J K L M N O P STD Yi»*� OF 1�'•.,•• 1 1 S7D.xoT�� o • LA- 16827 1/31/2020 fw: ��'•�;NDSCA��•.•. PLANT TREE AT PLANT TREE At SAME SAME ELEVATION REMOVE DEAD/DAMAGED BRANCHES AND ELEVATION AS NURSERY REMOVE DEAD/DAMAGED BRANCHES AND PLANT SHRUB AT SAME DATE: AS NURSERY PRUNE TO INTERNATIONAL SOCIETY OF PRUNE TO INTERNATIONAL SOCIETY OF ELEVATION AS NURSERY 1-3I-2020 ARBORICULTURE STANDARDS, IMPROPERLY ARBORICULTURE STANDARDS, IMPROPERLY 3" MIN. DEPTH OF MINI BLACK AND TAN ROCK PRUNED TREES SHALL BE REPLACED PRUNED TREES SHALL BE REPLACED MULCH (OR APPROVED EQUAL), KEEP BARK 2 2" DIA. WOODEN POLE (LENGTH 3" WATER RETENTION BERM MULCH A MIN. OF P AWAY FROM TRUNK 2 AS REQUIRED) SET STAKES v PARALLEL t0 PREVAILING ATTACH TRUNK FIRMLY TO POLE W/ FINISH GRADE 4- WIND. SEE NOTES CINCH TIE. SEE NOTES ATTACH TRUNK FIRMLY TO POLE W/ _- = - `� F= Q CINCH TIE. SEE NOTES BACKFILL W/ 11-111 1117 > CDM O . a APPROVED TREE WRAP PLANTING SOIL -1 - I_ ROOT BALL Q cn M c.j ai i FROM BALL TO FIRST BRANCH `° - -� m o .0 —1I - I1=1I1= _1��UNDISTURBED > �_ cal -0 E2 v FOLD BACK BURLAP 1/4 WAY OR 3 DIA. WOODEN POLE _ _ _ REMOVE WIRE BASKET FROM ROOT (LENGTH AS REQUIRED) �-III-III-III-III- SOIL vi E2 "? v 4" MIN. 4-1 BALL AS SUPPLIED AND REQUIRED VISIBLE TRUNK FLARE m N z / 3" MIN. DEPTH OF MINI BLACK AND TAN ROCK o o _ MULCH (OR APPROVED EQUAL), KEEP MULCH NOTE - DIG HOLE TWICE THE SIZE OF ROOT BALL N COm N cn i 3" WATER 3" MIN. DEPTH OF MINI BLACK AND TAN ROCK VISIBLE TRUNK FLARE A MIN. OF 3" AWAY FROM TRUNK v 3 RETENTION BERM MULCH (OR APPROVED EQUAL), KEEP MULCH 3 V ICL A MIN. OF 3" AWAY FROM TRUNK 3" WATER SHRUB PLANTING DETAIL Q a a SET TOP OF ROOT BALL - RETENTION BERM NO SCALE 2" ABOVE FINISH GRADE 4-1 III SET TOP OF ROOT 11 - FOLD BACK BURLAP 1/4 WAY OR REMOVE WIRE Q' BACKFILL W/ - - - =III" BALL 2" ABOVE — 12" — BASKET FROM ROOT BALL AS SUPPLIED AND PLANTING SOIL 1 III -i , 1 111 i 11 I III I I —UNDISTURBED FINISH GRADE -III III= REQUIRED0—III I = _ _ I—I � m OR TWICE THE SIZE MIN. OF PLANT BALL SOIL — PLANTING SOIL III 1 i i UNDISTURBED � � � 3&"MIN. SOIL NOTES: OR TWICE THE SIZE OF ROOTBALL ~ a v 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION HOWEVER, THE m 4 CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT m 4 AND THAT THEY REMAIN STRAIGHT FOR THE TERM OF THE WARRANTY. 1.NOT STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION HOWEVER, THE � 0 a -W 2. WRAP RUBBER CINCH TIE (OR APPROVED EQUAL) AROUND THE TREE TRUNKS CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT ^t :3 FINISH GRADE _ AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT METHOD. SECURE THE AND THAT THEY REMAIN STRAIGHT FOR THE TERM OF THE WARRANTY. � +-� TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT MOVEMENT. 2. WRAP RUBBER CINCH TIE (OR APPROVED EQUAL) AROUND THE TREE TRUNKS m In 7m 0 3. WATER IN BACKFILL BELOW THE ROOT BALL PRIOR TO SETTING TREE (TO INSURE AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT METHOD. SECURE THE en-6 H O NO SETTLING WILL OCCUR). TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT MOVEMENT. � _ _ - 4. DEEP SOAK TREE TWICE WITHIN THE FIRST 48 HOURS. 3. WATER IN BACKFILL BELOW THE ROOT BALL PRIOR t0 SETTING TREE (TO INSURE .i I I-I - III UNDISTURBED NO SETTLING WILL OCCUR). .III=III=1 —III SUBGRADE REVISIONS: 4. DEEP SOAK TREE TWICE WITHIN THE FIRST 48 HOURS. 1 DECIDUOUS TREE PLANTING DETAIL NO SCALE CONIFEROUS TREE PLANTING DETAIL 5 BOULDER PLACEMENT DETAIL 5 NO SCALE 4 NO SCALE 6 1 40' X 40' VISION (5: 1slope) L2.1 TRIANGLE SWALE TOP O (6" FREE BOARD) SEE DETAILED LANDSCAPE PLANS Q FOR PLANT TYPES �.y TYPICAL PLANTINGS (SEE 7 0 LANDSCAPE PLANS FOR TYPES 7 z \ PROVIDE A MIX OF AND DETAILS FOR 0 O ALL PLANTERS TO HAVE A - - - - - - DIFFERENT SIZES OF INSTALLATION SHOVEL EDGE TO PROVIDE A O - - - - - - - - - - - - BASALT BOULDERS ALONG ~ DISTINCT SEPARATION BETWEEN - - - - - - - - - - - - - TOP OF a \ THE EDGE OF THE BSM LANDSCAPE TYPES \ SLOPE I `3) O / \ \ ♦ _ _ _ T 6" FREE BOARD / _ - - - - - ��� - - - - - - - - , \ :III=III=III=1 �q 100 YEAR SWALE Q =III=III=III=I �"I BIOS WALE MEDIA (NO TREES, � II�IIII-III- -� � III � I�-III- � �■■� SHRUBS OR BOULDERS WITHIN I :I J=III= I =III-III- S<o� 25 YEAR SWALE THE BIO-SOIL MEDIA (WIDTH / / I I III =� F(� �P� = I ■� $ VARIES), // 1-2% I I I I�I -I q�iFs • " �' -I -III;I� _ IIIIII �I a s + + I I I o �1 ��I _- -__ - -___III= I1� o o HYDRO-SEEDED LAWN MIX ON PROVIDE A MIX OF DIFFERENT I IIIIIIIII IIIII IIIIIIIIIIII-III -I ' SLOPES AND BOTTOM, COORDINATE L2.11 SIZES of BASALT BOULDERS / I I I FLAT I ` III- =III= = - I III-III- I -III-I I-III-III-III-III, WITH A.C.H.D. BIO-SWALE STANDARDS a =„II I I�Ii �II�I�I�I=��1. I�L III�U�I�I�Ilvll- FOR TYPE AND LOCATION ALONG THE EDGE OF THE .. i I1 o i CONTRACTOR TO INSTALL 11111114 BIO-SWALE I I I + PLANT MATERIAL PER 24" DEPTH OF SANDY LOAM SOILS ON SLOPES Z MONITORING WELLS - I I I I + 1-2% i • DETAILS, SHEET L2.10 AND BOTTOM OF SWALE - PER A.C.H.D NO TREES WITHIN 10' I II I I 3: 1 SLOP STANDARDS. J + PLACE BOULDERS AND RIVER w g BOTTOM ELEV. I 1 � 70-90% SAND g 2537.9 ROCK AROUND THE DRAIN I I BIORETENTION SOIL MIX (BSM) (NO TREES, SMALL ACCENT PLANTINGS 0-30% SILT \\ I PIPE SHRUBS OR BOULDERS WITHIN THE BSM I AREA (WIDTH VARIES). REFER TO A.C.H.D. KEEP CLEAR OF THE BIO 2-15% CLAY / 8202.12 BMP 14 BIORETENTION SOILS. RETENTION SOIL MIX (BSM) \\ \� - - - - - - - - - - - - - - - - - - - - SODDED LAWN MIX GROWN IN NOTE: REFER TO CIVIL �j LARGER ACCENT (BASALT OR \ / / 60% SAND SAND MEDIA PER A.C.H.D a z SANDSTONE) BOULDERS IN / 20% SANDY LOAM (SILT, SAND, CLAY) STANDARDS IF AVAILABLE. CONSTRUCTION PLANS SHEETS \ � � FOR SECTION AND SWALES THE PLANTER AREAS AS O O \ _ - - - - - - - - - - - - - - - - - - - - , , _ 20% COMPOST (NOTE L2.10) DETAILS SHOWN O � - BIORETENTION SOIL MIX (BSM) (NO TREES, O 10 SHRUBS OR BOULDERS WITHIN THE BSM 10 + NOTE: PER A.C.H.D. BSM (BIO-RETENTION SOIL MIX) STANDARDS, THE AREA (WIDTH VARIES). REFER TO A.C.H.D. CONTRACTOR SHALL PROVIDE AN ANALYSIS AND SAMPLE OF THE BSM TO W 8202.12 BMP 14 BIORETENTION SOILS. THE OWNER AND A.C.H.D. ENGINEERS FOR REVIEW AND ACCEPTANCE PRIOR TO ANY CONSTRUCTION. BOO RETENTION 60% SAND 4' & 6' SOLID FENCE 20% SANDY LOAM (SILT, SAND, CLAY) (SEE FENCING PLANS) 2 3 20% COMPOST SOILL MEDIA (BSM) L2.11 L2.11 DRAWN BY: SODDED LAWN MIX GROWN IN SAND MEDIA J,4G PER A.C.H.D STANDARDS IF AVAILABLE. TOP OF POND HYDRO-SEEDED LAWN MIX ON (NOTE L2.10) NOTE: LANDSCAPE SYMBOLS ARE DEPICTED FOR 6" FREEBOARD SLOPES AND BOTTOM, COORDINATE CHECKED BY: 11 GRAPHIC REPRESENTATION ONLY, SEE LANDSCAPE PLANS TREES MUST BE WITH A.C.H.D. BIO-SWALE JDR FOR TYPES AND LOCATIONS OF LANDSCAPE MATERIALS OUTSIDE SWALE STANDARDS FOR TYPE AND 11 LOCATION PROJECT NUMBER SHEET: TYPICAL DRAINAGE POND ENLARGEMENT TYPICAL PLANTING DETAIL IN DRAINAGE POND NSCALE: P=10'-0" N.T.S. 12 12 j2w A B C D E IF G H I J K L M N 0 P A B C D E F G H I J K L M N O P STA�QP!*�------ 0F j�j•'•.. D.ROT�� O cp � 1/31/2020IRRIGATION DESIGN BUILD SPECIFICATIONS 4�: DATE: 1-31-2020 PART I GENERAL PART 2 PRODUCTS 2 PART 3 EXECUTION 2 1.1 SUMMARY: 2.1 MATERIALS: 3.1 PREPARATION: v A. Includes, but not limited to furnishingand installing sprinkler system complete with accessories + a, Cn O 0 o U g p y p A. Pipe and pipe fittings_ A. Design system for available PSI and GPM, size mainline pipe so as not to exceed 5 FPS. o E U a necessary for proper Function. Route piping to avoid plants and structures and. Review layout requirements with existing Q r` rn Y d p� 5. Coordinate head location with plant material (new and existing). Irrigation heads to take priority I. Pipe for pressure lines (mainlines) shall be Schedule 40 PVC. Pipe for lateral lines shall be Class utilities and respective trades. Lawn areas and shrub zones shall not be mixes on the same 00 •N 'o over plant material. 200 PVC. Pipe for drip zones shall be minimum 100 PSI Polyethylene (PE). Pipe shall be circuit. Gear heads and pop-up heads shall not be on same zones. All shrub planting o N -0 C. Coordinate all irrigation work with existing utilities and respective trades. continuous) and permanently marked with manufacturer's name, size, weight, type, and working beds shall be irrigated with Netafim tubing. Northern and eastern exposed areas shall not �; =6 Ln v y p y g yp g g g p D. Irrigation system to connect to Existing Pressurized Irrigation System with no cross connection to pressure. be on the same zones as southern and western exposed areas. o ,� � @j domestic water supply. 2. Fittings shall be Schedule 40 PVC, 5. Coordinate location of sleeves, under paving, with existing utilities and respective o COC­j CD M 1.2 GUARANTEE: 3. Sleeving shall be Class 200 PVC. trades. Q 3 4. Solvent Cement For Joining PVC Piping. ASTM D 2564. Include Primer according to ASTM C. Space all heads so as not to exceed 90 % of manufacturer's performance charts maximum 3 F 656 spacing. Space Netafim tubing in parallel lines not more than 24" apart. a A. All components of installed sprinkler system shall be guaranteed for one (1) year from date of a acceptance by Owner. 5. Sprinkler heads and nozzles: 5. Fill and repair depressions and replacing plantings due to settlement of irrigation trenches. _ C. Any repair or replacement of the sprinkler system during the guarantee period shall be without any 1. Small Lawn Areass Hunter Pro-S ra PROS-4 with Hunter Pro-S ra nozzles. i• � additional cost to the owner. p y p y 3.2 PERFORMANCE: CJ 2. Large Lawn Area± Hunter PGP heads or Hunter 1-20 heads. 3. All heads shall include a triple swing assembly. Horizontal nipple (parallel to side of lateral lines) 0 UJ 1.3 QUALITY ASSURANCE: shall be a minimum of 6" long. All other nipples on swing assembly shall be of length required for A. Trenching and backfilling (PVC pipe): i CO proper installation of heads. A minimum of 12" (maximum of 16") of Swing Riser Pipe and Swing Riser A. Work and materials shall be in accordance with the latest rules, regulations, and other applicable Fittings shall be on all pop-up spray heads. I. Over-excavate trenches 2" and bring back to proper depth by filling with sand or fine, state and local laws. Nothing in the Contract Documents is to be construed to permit work not 4. Shrub Areas± Netafim Techline CV tubing, .6 GPH/12" Dripperline or Equal Hunter Dripperline. See rock free soils. Do not cut roots on existing plants larger than 2 . �i a conforming to these codes. Contractor shall obtain and pay for any and all permits and fees manufacturer for the proper dripline in relation to existing soils. 2. Cover pipe with 2" sand or fine, rock free soil. � m 4 required for this work 3. Backfill remaining portion of trench with rock free excavated trenching material and 4 5. Perform work with personnel experienced in the work required in this section under the direction of compact to 90%. J a skilled foreman. C. Va Ives: = C C. Contractor shall furnish all components, labor, tools, and equipment as necessary For the proper B. Grades and Draining: ,.. execution and completion of all irrigation work 1. Circuit valves± Hunter ICV series, sized as not to lose more than 4 PSI through valve. O .0 D. During construction, protect materials from damage and prolonged exposure to sunlight. 2. Manual shut-off valvest brass gate, size same as mainline, non-rising stem. Place in 6" PVC I. Install manual drain valves on each end of main line. Provide 1 cu. Ft. drain rock below cn 0 class 200 sleeve (length as required to be flush with finish grade) with valve box and cover. each drain valve. 3. Manual drain valvest brass, 1/2" gate or ball. Place in 2" PVC class 200 sleeve (length as 2. Slope pipe under paving and walks to drain outside these areas. REVISIONS: 1.4 SUBSTITUTIONS: required to be flush with finish grade) with locking valve marker. A. An requested substitutions shall be in writing, submitted to the Owner, giving reason for 3. Drip zones: pressure regulating valve (size as required per manufacture's C. Pipe Installation: y q g- g g substitution and specifications of requested substituted product which meet or exceed recommendations). I. Install pipe in a manner to provide for expansion and contraction as recommended by the 5 specified one. D. Filter: manufacturer. 5 2. Install mainline with a minimum of 18" of cover and lateral lines with a minimum of 12" of cover 1.5 SUBMITTALS: I. Netafim Disk Filters 100 mesh screen, size as required for manufacturer's recommendations. based on Finish grade. 3. Install sleeves under walks and/or paved areas with a minimum of IS" of cover based on A. Prepare an accurate record drawing, as installation proceeds, to be submitted prior to final E. Controller: finish grade of base material. Extend all sleeves a minimum of 6" beyond walks, curbs, and/or inspection. Record drawings to show, by dimension, all components. paving. 5. Final payment for sprinkler system will not be authorized until accurate and complete record I. Hunter ACC-99D 2 wire Decoder System Controller, station number as required, coordinate 4. Cut pipe square and remove burrs at cut ends prior to installation. Make solvent weld drawings are submitted. with manufacturer's recommendations. joints per manufacturer's recommendations. Do not use an excessive amount of solvent to 2. Control wire shall be OF-UL listed annealed copper conductor direct burial. Minimum size± cause an obstruction to form inside the pipe. 14 gauge. Control wire placed next to mainline± provide a 10"-12" expansion coil at 100' 5. Use Teflon tape on all threaded connections. Apply per manufacturer's recommendations. 1.6 WARRANTY intervals and at corners. Splices at valves shall be with UL listed waterproof wire connectors. No splices shall be permitted between valve boxes and controller. 6 A. Standard one year guarantee stipulated in shall include- D. Heads: 6 1.Filling and repairing depressions and replacing plantings due to settlement of irrigation trenches. I. Locate pop-up sprinkler heads no closer than 2" from walk or back of curbs in lawn 2.Adjusting system to supply proper coverage of areas to receive water. areas. O 3.Ensuring system can be adequately drained. 2. Flush all lines prior to installation of heads. 3. Set all heads perpendicular to and flush with finish grade. ICI 4. Install Netafim tubing 4" below surface of planting beds, after completion of planting W 11 MAINTENANCE: and fine grading. Pin with 6" wire pins at a maximum of 4' O.G. Install so all tubing is looped, space lines at 24" O.C. with PVC headers, and provide drain valve for each drip zone. A. Submit manufacturer's operation and maintenance manuals, to include manufacturer's parts catalog, I"I for each head type, valves, and controller. E. Control valves and Controller- 7 5. Provide operation and maintenance instruction to the Owner for proper operation, maintenance, and 7 length of watering time each valve is required to be open for proper watering of area covered I. Controller: Wall mounted in pump house or Pedestal mounted in the field, install per O throughout the watering season, manufacturer's recommendations. Location per Owner's requirements. C. At the beginning of the first winter - drain, blow out, and make any required adjustments to the 2. Install control valves in Ametek or Brook plastic valve boxes, size as required for easy system, to insure complete winterization. access and maintenance. Provide snap top plastic covers. top of valve box to be Flush with finish grade and place 1/2 cu. ft. of drain rock in boxes below valves. Install filter and Pressure Regulating Valve on Netafim tubing zone(s) per manufacturer's recommendation. �■■� 1.8 EXTRA STOCK: 3. Provide I extra control wire to each end of mainline. A. Provide owner with the following extra stock �■■� items 3.3 FIELD TEST: 1. One valve key for shut-off and drain 8 valves. A. Prior to backfilling, fill mainline with water and pressure test to 100 PSI. Mainline shall 8 a 2. One valve marker keys. o ® not lose more than 15 PSI in 15 minutes. Pressure test to be approved by Owner or 3. One head of each type. I Owner's representative. w Hunter 5. Perform water coverage test by irrigation industry approved method to insure uniform 00 0 0 0 0 00 00 0 0 0 0 precipitation rate. Perform coverage test for each type of lateral circuit, i.e. one O O Automatic each for lawn rotors, lawn pop-ups. Coverage test to be approved by Owner or sprinkler controller (PLACE IN HUNTER PEDESTAL) Owner's representative. 20 Finish Grade 3.4 ADJUSTMENTS: 3 O3 1/2" UL a A. Adjust all heads to be flush and perpendicular with finish grade. Adjust all heads approved electrical conduit rin 9 nut and Junction box for 120V AC electrical power and or nozzles for distance and arc per field conditions and so water does not H � spray on any building, parts of buildings, walks, or paving. W 9 � , O PVC schedule 40 control wire conduit (size as 9 ff required) 3.5 CLEAN UP: Q OPVC sweep ell (depth as required) A. Immediately clean up and properly dispose of off site any debris created from sprinkler installation operation. �O T O Control wires to electric valves Z OExterior surface for mounting of sprinkler _ _ controller -_ -_ -_ - FBI NOTE: All electrical work must conform to Q PQ local codes. Refer to product literature for 10 additional installation requirements. 10 5 �O This drawing is provided for reference only. DRAWN BY: Individual project requirements and local JAC.3 codes may dictate differences in installation CERTIFIED LANDSCAPE TECHNICIAN (CLT) CERTIFICATION WILL 5E TAKEN INTO procedures that are not identified here. CONSIDERATION AS PART OF THE CONDITIONS WHEN AWARDING THIS CONTRACT. CHECKED BY: CONTACT ANN BATES "1-800-462-4�69 FOR INFORMATION ON THE CLT CERTIFICATION 11 IRRIGATION CONTROLLER 11 JDR 1 No SCALE PROJECT NUMBER SEE SHEETS L3.11 FOR TYPICAL - IRRIGATION INSTALLATION DETAILS SHEET: 12 12 L3910 A B C D E F G H I J K L M N O P BUILDING CODES APARTMENT BUILDING AREAS APARTMENT BUILDING UNIT AREAS APARTMENT BUILDING PROJECT SUMMARY PRICE ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING BUILDING TYPE 2-1 GROSS GROSS GROSS GROSS TOTAL APARTMENT BUILDINGS:......................................7 APARTMENT BUILDING CONSTRUCTION: SANDERS APPLICABLE CODES: UNIT No. No. BUILDING 2-1 PROJECT FLOOR UNIT FLOOR UNIT PATIO DECK RHEES FLOOR FLOOR BUILDING BUILDING -TYPE BED BATH 1 2 T x 7 TOTAL AREA(E) AREA(F) AREA() AREA(H) AREA AREA TWO STORY 4-UNIT BUILDINGS:.....................7 FLOOR:...............................CONCRETE SLAB ON GRADE RUBY 2018 INTERNATIONAL BUILDING CODE (IBC) FLOOR UNIT AREAS A FIRE AREA(B) UNIT AREAS(c) FIRE AREA(D1 2x1-A 2 1 1 0 1 1 1 922 1,009 992 1,072 72 TEBEAU 2018 INTERNATIONAL FIRE CODE (IFC). FIRST FLOOR 1,856 S.F. 2,255 S.F. 1,985 S.F. 2,357 S.F. EXTERIOR WALL FRAMING: WOOD 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) SECOND FLOOR 1,856 S.F. 2,255 S.F. 1,985 S.F. 2,192 S.F. TOTALS z z 2 2 4 27 27 9zz 1,009 99z 1o7z 72 78 TOTAL APARTMENT UNITS:...........................................28 INTERIOR WALL FRAMING:..............................2x4 WOOD �� TOTALS 2 2 4 28 28 1 THEOFFICE2018 INTERNATIONAL MECHANICAL CODE (IMC). TOTAL 3,712 S.F. 4,510 S.F. 3,970 S.F. 4,549 s.F. 2-BED / 2-BATH UNITS:...............................27 FLOOR FRAMING:.................9-1/2 ENGINEERED JOISTARCHITECTS 2018 INTERNATIONAL FUEL GAS CODE (IFGC) TOTAL x 7 25,984 S.F. 31,570 S.F. 27,790 S.F. 31,843 S.F. 2017 IDAHO STATE PLUMBING CODE(UNIFORM PLUMBING CODE) (UPC). (E) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS NOT INCLUDING STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. 2-BED / 1-BATH UNITS: 1 ROOF FRAMING: WOOD TRUSS 2017 NATIONAL ELECTRICAL CODE (NEC). ��������������������������������� ���������������������������������������� ( 08) 343-2931 ' 499 MAIN STREET 2 2010 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). (F) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS INCLUDING,STORAGE AND AREAS UNDER DECKS AND PATIOS. SIDING: PAINTED HARDBOARD BOISE, IDAHO 83702 TA O I DAH 0.C O M (A) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS NOT INCLUDING """""""""""""""""""""' 2009 INTERNATIONAL CODE COUNCIL/AMERICAN STAIRWAYS, STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. (G) AS MEASURED TO THE OUTSI DE FACE OF EXTERIOR WALLS NOT INCLUDING STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. ROOFING:""""""""""""""""""""""ASPHALT SHINGLE NATIONAL STANDARD INSTITUTE A117.1 (ICC/ANSI). (H) AS MEASURED TO THE OUTSI DE FACE OF EXTERIOR WALLS INCLUDING,STORAGE AND AREAS UNDER DECKS AND PATIOS. EXTERIOR DOORS:...............................INSULATED METAL 2010 AMERICAN WITH DISABILMES ACT STANDARDS (ADAS). (B) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS INCLUDING WINDOWS:................................................................VINYL STAIRWAYS, STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. 1991 FAIR HOUSING ACT (FHA) (PER 2018 IBC CHAPTER 5 AND CHAPTER 10) 1 FAIR HOUSING ACT (FHA) 1988 AS AMENDED UP THROUGH 1988, SING "SAFE (C) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS NOT INCLUDING APARTMENT BUILDING CODE SUMMARY ACCESSIBILITY SUMMARY FIRE CODE GENERAL NOTES HARBOR OF THE FAIR HOUSING ACT DESIGN STAIRWAYS, STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. MANUAL (FHADM) WITH REFERENCED ANSI A117.1 - 2003 FOR FHA GUIDELINES APARTMENT BUILDINGS TYPES 2-1 & 3-1 IBC SECTION 708 FIRE PARTITIONS IBC SECTION 1005 IBC SECTION 1104 ACCESSIBLE ROUTE A. ADDRESS NUMBERS SHALL BE PLACED ON THE BUILDING(S) IN REQUIREMENTS 1 & 2. (D) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS INCLUDING IBC SECTION 310 AT DWELLING UNIT SEPARATIONS:..............................................................1-HOUR EGRESS WIDTH / DOOR WIDTH REQUIRED (WORST CASE):................................3' 1104.1 SITE ARRIVAL POINTS. AT LEAST ONE ACCESSIBLE ROUTE WITHIN A POSITION TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STAIRWAYS, STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. BUILDING TYPE 2-1 FIRST FLOOR: 11 OCCUPANTS X 0.20 = 3"; 36' PROVIDED. THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, STREET OR ROAD FRONTING THE PROPERTY. ADDRESS OCCUPANCY CLASSIFICATION:............................................................................R-2 AT STAIRWAY CORRIDOR:.........................................................................0.5-HOUR ACCESSIBLE PARKING, ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND AND REFER TO BUILDING PERMIT DOCUMENTS AND ALL IBC SECTION 420 NOTE: 1-HOUR CONSTRUCTION ASSEMBLY USED SINCE CORRIDOR IS ALSO EGRESS WIDTH / DOOR WIDTH REQUIRED (WORST CASE):................................4' STREETS OR SIDEWALKS TO THE "TYPE B UNIT" ENTRANCE. SHALL BE AT LEAST 4 INCHES HIGH. VERIFY WITH FIRE CONSTRUCTION DOCUMENTS FOR ADDITIONAL CODE THE UNIT SEPARATION. BUILDING TYPE 2-1 SECOND FLOOR: 11 OCCUPANTS X 0.30 = 4"; 36" PROVIDED. MARSHAL FOR LOCATION. 1104.2 WITHIN A SITE. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT WALLS SEPARATING DWELLING UNITS:...................................1-HR FIRE PARTITION IBC TABLE 1006.2.1 MAXIMUM COMMON PATH OF EGRESS TRAVEL: FEET ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS AND REQUIREMENTS. NOTE: PER SECTION 708.4 EXCEPTION 3: CORRIDOR CEILING IS TO BE ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. B. GENERAL CONTRACTOR TO PROVIDE FIRE DEPARTMENT KNOX WALLS SEPARATING DWEWNG UNITS WITH OTHER OCCUPANCIES:....1-HR FIRE PARTITION CONSTRUCTED AS REQUIRED FOR CORRIDOR WALLS (1-HOUR WALL WORST CASE: BUILDING TYPE 2-1 (UNIT TYPE 2x2-1), SECOND FLOOR: BOX AS DIRECTED BY THE FIRE MARSHAL. OWNER SHALL NOTE: FIRE SPRINKLER RISER ROOM IS NOT CONSIDERED A SEPARATE ASSEMBLY). AS MEASURED FROM THE FURTHEST POINT IN UNIT TO UNIT ENTRY, IBC SECTION DWELLING UNITS AND SLEEPING UNITS PROVIDE MASTER KEYS FOR THROUGHOUT THE OCCUPANCY. OCCUPANCY, USE OR INCIDENTAL USE AND IS CONSIDERED PART OF THE ACROSS STAIRWAY LANDING AND DOWN STAIRWAY: 66 FEET IBC SECTION 709 SMOKE BARRIERS:......................................................NOT USED 1107.6.2.2.1 TYPE A UNITS. IN GROUP R-2 OCCUPANCIES CONTAINING R-2 OCCUPANCY AND IS NOT REQUIRED A SEPARATION WITH THE MORE THAN 20 DWELLING UNITS OR SLEEPING UNITS, AT LEAST 2% BUT NOT C. GENERAL CONTRACTOR TO PROVIDE FIRE EXTINGUISHERS AND / DWELLING UNIT. IBC SECTION 710 SMOKE PARTITIONS:....................................................NOT USED MAXIMUM OCCUPANT LOAD FOR R-2 SPACES WITH ONE EXIT:..................10 OR FIRE EXTINGUISHER CABINET AND SHALL BE SELECTED, LESS THAN ONE OF THE UNITS SHALL BE A "TYPE A UNIT". ALL GROUP FLOOR-CEILINGS SEPARATING DWELLING UNITS:.....1-HR HORIZONTAL ASSEMBLY IBC SECTION 711 FLOOR AND ROOF ASSBY:....1-HOUR AT UNIT FLOOR-CEILING WORST CASE MAXIMUM UNIT OCCUPANT LOAD (UNIT 3x2-1):.....................6 R-2 UNITS ON A SITE SHALL BE CONSIDERED TO DETERMINE THE TOTAL INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 906 AUTOMATIC SPRINKLER SYSTEM:.....................................................YES, NFPA 13R IBC SECTION 713 SHAFT ENCLOSURES:..................................................NOT USED IBC TABLE 1006.3.21) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES NUMBER OF UNITS AND REQUIRED NUMBER OF "TYPE A UNITS". "TYPE A OF THE IFC. AND PER NFPA 10.UNITS" SHALL BE DISPERSED AMONG THE VARIOUS CLASSES OF UNITS. MAXIMUM NUMBER OF DWELLING UNITS:.........................................................4 1. FIRE EXTINGUISHER SHALL HAVE A MINIMUM RATING OF MANUAL FIRE ALARM:..........................................................................................NO IBC SECTION 716 OPENING PROTECTIVES:.................1/3 HOUR DOOR AT ENTRY MAXIMUM EXIT ACCESS TRAVEL.........................................................125 FEET 2A-10BC WITH CURRENT SERVICE TAGS AFFIXED. SMOKE DETECTION:.............................................................................................YES IBC SECTION 718 CONCEALED SPACES WORST CASE: BUILDING TYPE 2-1 (UNIT TYPE 2x2-1), SECOND FLOOR: 1107.6.2.2.2 TYPE B UNITS. WHERE THERE ARE FOUR OR MORE DWELLING 2. FIRE EXTINGUISHERS SHALL BE LOCATED IN CONSPICUOUS IBC TABLE 504.4 VERTICAL WALL SPACES:...............FIREBLOCKING AT CEILING AND FLOOR LEVELS AS MEASURED FROM THE FURTHEST POINT IN UNIT TO UNIT ENTRY, UNITS OR SLEEPING UNITS INTENDED TO BE OCCUPIED AS A RESIDENCE IN LOCATIONS WHERE THEY WILL BE READILY ACCESSIBLE ACROSS STAIRWAY LANDING AND DOWN STAIRWAY: 66 FEET. A SINGLE STRUCTURE, EVERY DWELLING UNIT AND SLEEPING UNIT INTENDED AND IMMEDIATELY AVAILABLE FOR USE. THESE LOCATIONS PROJECT CONSTRUCTION TYPE:........................................................................................V-B HORIZONTAL WALL SPACES:.......................AT INTERVALS NOT EXCEEDING 10 FT. TO BE OCCUPIED AS A RESIDENCE SHALL BE A "TYPE B UNIT". THE CORRIDOR AND STAIRWAY IN THE CORRIDOR IS PART OF THE EXIT ACCESS SHALL BE ALONG NORMAL PATHS OF TRAVEL. FIRE HEIGHT ALLOWED:...................................................................3-STORIES, 60 FEET BATTS OR BLANKETS OF MINERAL WOOL OR MINERAL FIBER OR OTHER SYSTEM. THE EXIT FOR ALL UNITS AND ALL FLOORS IS BEYOND THE BASE OF 1107.7.1 WHERE NO ELEVATOR SERVICE IS PROVIDED IN A STRUCTURE, ONLY EXTINGUISHERS SHALL NOT BE OBSTRUCTED. PER SECTION 504 WITH NFPA 13R FIRE APPROVED NON-RIDGID MATERIALS SHALL BE PERMITTED FOR THE THE STAIRWAY, BEYOND THE CANOPY ABOVE. THE DWELLING UNITS AND SLEEPING UNITS THAT ARE LOCATED ON SPRINKLERS. 10-FOOT HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED USING ACCESSIBLE STORIES SHALL BE "TYPE B UNITS". 3. FIRE EXTINGUISHERS SHALL BE HOUSED IN CABINETS OR PARALLEL ROWS OF STUDS OR STAGGERED STUDS. IBC SECTION 1009.2.1 ELEVATORS:.....NOT REQUIRED FOR A 2-STORY BUILDING JUMP CREEK BASIC ALLOWABLE AREA:....................................................7,000 S.F. PER FLOOR ALL GROUND FLOOR UNITS IN 4-UNIT APARTMENT BUILDING TO BE "TYPE INSTALLED ON THE HANGERS OR BRACKETS. FIRE DRAFTSTOPPING IN ATTICS:..............................................................NOT REQUIRED IBC SECTION 1009.3 A OR B UNITS". EXTINGUISHERS HAVING A GROSS WEIGHTS NOT EXCEEDING ACTUAL AREA PER FLOOR:.....................................................................2,357 S.F. DRAFTSTOPS ARE ONLY REQUIRED IN ATTICS THAT EXCEED 3,000 S.F. OR 40 POUNDS SHALL BE INSTALLED SO THAT ITS TOP IS BUILDING TYPE 2-1 FIRST FLOOR IS STAIRWAYS:...................................ALL STAIRWAYS COMPLY WITH REQUIREMENTS 4-P L E X E S ABOVE EVERY TWO DWELLING UNITS. IBC SECTION 1111 SIGNAGE "WORST CASE" / LARGEST FLOOR AREA. FOR ACCESSIBLE MEANS OF EGRESS PER NOT MORE THAN 60 INCHES ABOVE THE FLOOR. FIRE IBC SECTION 903.2.8 AUTOMATIC FIRE SPRINKLERS:........................................YES THIS SECTION. 1111.1 SIGNS. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY EXTINGUISHERS HAVING A GROSS WEIGHT EXCEEDING 40 IBC TABLE 601 THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS: POUNDS SHALL BE INSTALLED TO THAT ITS TOP IS NOT NFPA 13R PER IBC SECTION 903.3.1.2. SUBMIT FIRE SPRINKLER SYSTEM AREA OF REFUGE:....................NOT REQUIRED AT STAIRWAYS PER EXCEPTION 8. FIRE-RESISTANCE REQUIREMENTS - TYPE V-B CONSTRUCTION: MORE THAN 42 INCHES ABOVE THE FLOOR. THE BOTTOM SHOP DRAWINGS TO BUILDING DEPARTMENT FOR APPROVAL PRIOR TO IBC TABLE 1017.2 MAXIMUM MAXIMUM EXIT ACCESS TRAVEL DISTANCE:...250 FEET 1. ACCESSIBLE PARKING SPACES REQUIRED BY SECTION 1106.1 EXCEPT OF THE FIRE EXTINGUISHER SHALL BE 4 INCHES ABOVE STRUCTURAL FRAME:..................................................................................0 HR INSTALLATION. ORELESSRE HE TOTAL NUMBER OF PARKING SPACES PROVIDED IS FOUR THE FLOOR MIN. N. BLACK CAT ROAD & EXTERIOR BEARING WALLS:........................................................................0 HR IBC SECTION 905 STAND PIPES:......................................................NOT REQUIRED WORST CASE: BUILDING TYPE 2-1 (UNIT TYPE 2x2-1), SECOND FLOOR: INTERIOR BEARING WALLS:.........................................................................0 HR AS MEASURED FROM THE FURTHEST POINT IN UNIT TO UNIT ENTRY, 2. ACCESSIBLE PASSENGER LOADING ZONES. 4. MAXIMUM TRAVEL DISTANCE TO A FIRE EXTINGUISHER (1-HR FIRE PARTITIONS AT DWELLING UNIT SEPARATIONS PER SECTION 420.2) IBC SECTION 906 PORTABLE FIRE EXTINGUISHERS:..........................................YES ACROSS STAIRWAY LANDING AND DOWN STAIRWAY: 66 FEET SHALL NOT EXCEED 75 FEET. W. MALTA DRIVE EXTERIOR NON-BEARING WALLS:...............................................................0 HR IBC SECTION 907.2.9.1 MANUAL FIRE ALARM SYSTEM:......................................NO IBC TABLE 1020.1 CORRIDOR FIRE-RESITANCE RATING:.........................0.5 HOUR ALL UNITS TO MEET "FAIR HOUSING ACCESSIBILITY GUIDELINES REQUIRED FOR OCCUPANT LOADS GREATER THAN 10. THE CORRIDOR AND D. REFER TO FIRE DEPARTMENT PLAN REVIEW REPORT FOR MERIDIAN, IDAHO 83646 INTERIOR NON-BEARING WALLS:................................................................0 HR IBC SECTION 907.2.9.2 SMOKE ALARMS:...........................................................YES STAIRWAY IN THE CORRIDOR IS PART OF THE EXIT ACCESS SYSTEM. ADDITIONAL REQUIREMENTS. (1-HR FIRE PARTITIONS AT DWELLING UNIT SEPARATIONS PER SECTION 420.2) SUBMIT SMOKE ALARM SYSTEM SHOP DRAWINGS TO BUILDING DEPARTMENT FLOOR CONSTRUCTION:..............................................................................0 HR FOR APPROVAL PRIOR TO INSTALLATION. NOTE: 1-HOUR CONSTRUCTION ASSEMBLY USED. IFC TABLE B105.1l2) (1-HR HORIZONTAL ASSEMBLIES AT DWELLING UNIT SEPARATIONS PER SECTION 420.3) IBC TABLE 1004.1.1 IBC TABLE 1020.2 MINIMUM CORRIDOR WIDTH:......................................36 INCHES FIRE FLOW REQUIREMENTS: ROOF CONSTRUCTION:................................................................................0 HR UNIT TYPE 2x2-1 OCCUPANT LOAD:....................................................................5 IBC SECTION 1202.2.1 ATRC VENTILATION AT 1/300 ATTIC AREA ROOF PLAN ATRC VENTILATION V-B: 4,801-6,200 S.F. = 2,000 GPM, 2 HR FLOW DURATION IBC TABLE 705.8 CALCULATION 75% REDUCTION FOR FIRE SPRINKLERS: MAX. AREA OF UNPROTECTED EXTERIOR OPENINGS:..............................UNLIMITED MAXIMUM OCCUPANT LOAD PER FLOOR (WORST CASE):...................................10 IBC SECTION 1202.5 MINIMUM OPERABLE AREA OF DOOR AND WINDOWS: 4% OF FLOOR 2,000 GPM X .25 = 500 GPM, USE 1,500 GPM MIN. ALLOWED PER TABLE 602 & SECTION 705.8.1 EXCEPTION 2 BUILDING TYPE 2-1 FIRST FLOOR: 2,196 S.F. / 200 S.F./OCC. = 11 AREA IBC SECTION 706 FIRE WALLS:...............................................................NOT USED UNIT TYPE UNIT AREA VENTILATION REQUIRED VENTILATION PROVIDED DRAWING SET IBC SECTION 707 FIRE BARRIERS:..........................................................NOT USED UNIT 2x2-1 897 S.F. 36 S.F. 70 S.F. IBC TABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION:............................C AGENCY REVIEW SET: 12-14-20 BUILDING TYPE 2-1 KEY CODE PLANS N.T.S. SEAL LICENSED ARCHITECT AR-985044 DNINIO DINING ❑ ❑ 1-HR OITA9 T PATIO EM NG -LIVE ® 0 N 0 0 0 Don Robert TeBeau I MOOAOBA O 0 2x2-1 UNIT -1 O BEDROOM 1 STATE OF IDAHO 0°W "'° 12-14-20 "W This document is the property of THE ARCHITECTS ® IJAH HALE ® OFFICE,PLLC and is not to be duplicated without written authorization. Wa FAD ©THE ARCHITECTS OFFICE,PLLC „W CORRIDOR ® FILE ET] D � RISER DATE 0 ORRIDO . DECEMBER 14, 2020 FILE N0. 18-722 A0.0 ❑� �❑ DRAWN TYPICAL BUILDING TYPE 2-1 FIRST FLOOR PLAN REVISIONS 11/19/20 REVISIONS ❑ ❑ L_ 1-HR FIRE PARTITION AT DWELLING UNIT DEMISING WALL. 0 0 0 0 o UNIT 2x2-1 UNIT 2x2-1 o W" Dmw WD "w ■ ,�, CORRIDOR FAD SHEET 1-HR FIRE PARTITION AT STAIR CORRIDOR. Aoml TYPICAL BUILDING TYPE 2-1 SECOND FLOOR PLAN CODE DATA GENERAL ARCHITECTURAL SPECIFICATIONS PRICE 1.0 GENERAL REQUIREMENTS 7.0 THERMAL/MOISTURE PROTECTION 16.0 ELECTRICAL 20.0 DWELLING UNIT REQUIREMENTS 22.0 APARTMENT BUILDING ENERGY CODE REQUIREMENTS SANDERS RHEES A. SCOPE: Construction of 28 residential units. The project includes (7) wood framed two A. All openings to be caulked, sealed, or weather-stripped. A. Work is to be performed under separate permit and is to meet requirements indicated herein A. Every sleeping room shall have at least one operable window or exterior door approved for A. GENERAL ENERGY CODE REQUIREMENTS RUBY story 2-unit apartment buildings. Each building is on a separate building lot. The work is and suitable for the intended uses of the spaces. emergency egress or rescue per IBC Section 1030. TEBEAU to provide a complete and finished project suitable for intended use as partially indicated on B. Provide weather protection per International Building Code 1404: Weather resistive barrier All new construction, additions and alterations to meet or exceed standards set forth in the the drawings. Where work is required for a complete project, but not specifically drawn, the protecting wall structure; flashing and counter-flashing at exterior openings to make them B. Electrical work should be coordinated by the General Contractor with the work indicated 1). The units shall be operable from the inside to provide a full clear opening without the 2018 International Energy Conservation Code (IECC). Where work is required to meet these contractor should provide the necessary work. weatherproof. herein. use of separate tools. standards, but not specifically drawn or indicated, the contractor should provide the necessary B. A parcel of land all located at Township/Range/Section: 4N1W28 at the NW corner of C. All tears and joints in batt insulation at exterior walls to be sealed with tape. C. Electrical service requirements and wiring to be in accordance with recommended practices as work. THE ARCH ITEM OFFICE F p1 P q 9 P 2). All egress or rescue windows from sleeping rooms shall have a minimum net clear West Black Cat Road and West Malta Drive, City of Meridian, Ada County, Idaho. per currently adopted national, state, or local regulations. opening of 5.7 square feet, 5.0 square feet at grade floors. Requirements described herein have been derived from the 2015 International Energy D. All flashing and architectural sheet metal to be 24 gauge galvanized steel, 8'-0" minimum Conservation Code section R402 (Building Thermal Envelope), section R403 (Systems), and 499 MAIN STREET (2 0 8) 3 4 3-2 9 31 C. COMMENTS: Full reliance has been placed in the Civil drawings produced by Bailey Engineering, Allflashing per and arc manual, unless other wise noted. D. Electrical contractor to verify electrical outlet and lighting requirements, and panel locations BOISE, IDAHO 83702 T A 01 D A H 0.C 0 M Inc. No further search of the record has been made. lengths, P with Owner. 3). The minimum net clear opening height dimension shall be 24 inches. The minimum net section R404 (Electrical Power and Lighting Systems). As an alternative the project can clear opening width dimension shall be 20 inches. comply with the U.S. Department of Energy's REScheck software. See sheet AO.6 for E. Caulking and Sealant: Use primers as required by manufacturer, backing rods, or tape as P Y P 9Y D. DRAWINGS: The drawings are only intended to partially describe the overall scope of work. recommended b manufacturer. Use polyurethane sealant at concrete floor and sidewalk E. Foam outlet gaskets shall be used on all receptacles, switches, and other utility boxes on REScheck software reports. Contractors shall field verifyexisting conditions and alert architect in advance, to an Y P y 4). Where windows as provided as means of escape or rescue, they shall have a finished sill g y joints, all other locations use of sulfide or silicone. Apply two beads of sealant between exterior walls. unforeseen construction difficulties before beginning work or working on the affected portion 1 P Y PP Y height of no more than 44 inches above the floor. B. BUILDING ENVELOPE sole plates and floor (i.e. siliconized latex, foam gasket, or equivalent). of the work. The contractor shall be responsible for verification of all existing utilities. F. Caulk and seal openings in box and where box meets drywall with an approved sealant. B. All habitable rooms, except kitchens, within a dwelling unit shall be provided with natural Existing utilities shown have been obtained from available records and are shown for F. Continuous approved vapor barriers shall be installed on the heated side of all thermal P 9 P 1). Building envelope shall meet 2018 energy code compliance by one of the following convenience only. The contractor shall be responsible for additional utility locations not PP P ventilation by means of openable exterior openings with an area not less than 4% of the methods: Y P Y insulation installed, U.N.O. 17.0 FIRE PROTECTION floor area being ventilated. Or provide artificial ventilation per IBC Section 1203. shown. Care should be taken to avoid damage or disturbance to existing utilities. a). Prescriptive method per the requirements of 2018 IECC section R402. E. PRE-CONSTRUCTION MEETING: Prior of an construction or development activity, the G. Enclosed attics and rafter spaces resulting from ceilings applied directly to the underside of A. Fire Department required water mains, fire hydrants and temporary Fire Department access to C. All habitable rooms within a dwelling unit shall be provided with natural light or artificial light y P y' roof rafters shall have a free ventilated area equal to 1 150 of ventilated space, or 1 300 be installed, inspected and approved b the Fire Department prior to commencement of as required b IBC Section 1205. Minimum net lazed area shall not be less than 8 percent contractor shall schedule a pre-construction meeting with the City of Meridain Building q / P / P PP y P P q y g P b). Calculated method per the U.S. Department of Energy's REScheck compliance report Department. Verify which agency would be involved. During this meeting the contractor shall with vapor retarder. 50% of the required ventilating area to be 3'-0" or more above the combustible construction. NOTE: Temporary water and temporary access during construction of the floor area of the room served. listed on sheet A0.6. provide local inspectors with a proposed construction schedule. The contractor and inspector eave vents. may be permitted upon request to and approval by the Fire Department. " should then tentatively schedule several phased inspections. D. All shower areas shall be finished with a smooth non-absorbent material to height of 70 2). Both the prescriptive method or the calculated method identify minimum energy code H. Cross-ventilation: If roof framing members are solid, provide 2 diameter holes at 3 B. Walls, ceilings and floor/ceiling assemblies required to be fire protected shall have all above drain inlet. This material shall be installed over water resistant gypsum wall board. requirements and one or all items can exceed minimum stated values. F. ABBREVIATIONS: Throughout the plans are abbreviations which are in common use. The locations per 24" truss space, or provide furring strips perpendicular to the solid framing, to openings and penetrations installed per the requirements of IBC Chapter 7. architect will define the intent of any in question. Abbreviations or partial code sections allow for cross-ventilation. E. Doors and panels of shower and bath tub enclosures shall be of safety glazing material, with C. SYSTEMS noted on this plan and plan review list are intended to indicate the nature of the plan C. When a ceiling forms the protective membrane for afire-resistive floor-ceiling or roof-ceiling minimum 23" opening. deficiencyor give additional information. The full text of the code, as indicated b the I. INSULATION: Provide insulation at all residential buildings per International Energy Conservation assembly the ceiling shall be without openings, except for exceptions of this subsection, in 1). HVAC SYSTEMS: All new or altered systems shall meet minimum performance standards g y Code, 2015 edition, Building Design b Prescriptive Approach. order to protect structural elements. IBC Sec. 711. F. Kitchen range, dryer, bathroom, and laundry room ventilation ducts shall have smooth, as set forth in 2015 IECC Section R403. Design loads shall be calculated using ASHRAE code section reference, always applies. 9 9 Y P � PP 9 9 noncombustible, not-absorbent surface and shall be equipped with back-draft dampers. "Handbook of Fundamentals". G. REPETITIVE: Typical wall sections, finishes and details are not indicated everywhere they occur J. Apply sealant between sole plates and floor (i.e., siliconized latex, foam gasket, or equivalent) D. Ducts penetrating the ceiling of a fire-resistive floor-ceiling or roof-ceiling or roof-ceiling on plans, elevations and sections. Refer to detailed drawings, where provided. Contractor to as required b International Energy Conservation Code. assembly shall be protected in accordance with IBC Sec. 714. G. In bathrooms, water-closet compartments, and similar rooms, a mechanical ventilation system P 9 P q � Y 9Y 2). DISTRIBUTION SYSTEMS: All HVAC system piping and ducting shall be insulated in provide complete project as if drawn in full. connected directly to the outside, capable of providing 5 air charges per hour, shall be accordance with 2018 IECC Section R403. Ducts in attics shall be insulated to a K. All insulation materials including facings, such as vapor barriers or breather papers installed E. Fire blocks are required in concealed spaces at floor and ceiling levels and at 10 foot provided. H. CODES PERMITS/ REGULATION: Work not part of the work of the permit and to be performed within floor-ceiling assemblies, walls, crawl spaces or attics shall have aflame-spread rating intervals both vertical and horizontal along the length of the walls. IBC Sec. 718 minimum R-value of 8. All other ducts shall be insulated to a minimum R-value of 6. H. Every unit shall be provided with heating facilities capable of maintaining an average room Exception: Ducts or portions thereof located completely inside the building thermal under separate permits includes but is not limited to: Mechanical / Electrical work. not to exceed 25 and a smoke density not to exceed 450 when tested in accordance with F. Fire stopping and penetration protection must be provided per IBC Chapter 7. envelope. Contractor shall obtain and pay for all permits necessary other than the building permit. ASTM E84 Sec. IBC 720.1, see exemptions. PP 9 P P P P P temperature of 70 degrees in all habitable rooms and bathrooms when outside air P Contractor shall also a for all other charges, fees, or costs charged b the building and temperature is 24 degrees. pay 9 9 Y 9 G. The maximum flame-spread class of wall and finish materials are required to comply with 3). SEALING: Ducts, air handlers, and filter boxes shall be sealed. Joints and seams shall construction departments, utility agencies, or private companies which require such costs for, L. All foam plastic insulation used in building construction shall be installed in accordance with IBC Chapter 8. comply with either the International Mechanical Code or International Residential Code. PROJECT or prior to, installations. IBC Sec. 720. P I. Windows within 10 of grade to be provided with latching devices. P Y Nothing in the drawings and/or the specifications shall be construed to permit an installation M. Roof coverings shall be fire retardant as specified in IBC 1505. Provide U.L. class "C" roof H. Provide portable fire extinguishers at each corridor, as required by International Fire Code. J. For all occupancies, accessories such as grab bars, towel bars, paper dispensers and soap 4). Requirements for all service water heating needs shall be as directed by the 2018 IECC in violation of applicable codes and/or restrictions. Should any change in the drawings be covering (refer IBC Chapter 15, Table 1505.1). I. The entire building to be provided with a automatic fire-extinguishing system per NFPA 13 dishes, etc., provided on or with walls, shall be installed and sealed to protect structural Section R403.3. necessary in order to comply with applicable codes and/or requirements, the contractor shall with "quick response sprinkler heads". (NFPA 13-R with "quick response sprinkler heads" at elements from moisture. E. ELECTRICAL POWER AND LIGHTING JUMP CREEK notify the architect at once and cease work on all parts of the contract which are affected. N. Provide flashing per IBC Sec. 1507.3.9. all dwelling units). K. Toilet rooms shall be provided with a mechanically operated exhaust system capable of The work to be performed under this contract shall be in full accordance with the latest g,0 DOORS INDOWS J providing a complete change of air every 15 minutes. Such systems shall be connected 1). Electrical power and lighting systems shall meet the applicable provisions of the 2018 IECC 4-FLEXES rules, regulations, restrictions, requirements, and codes. J. Provide fire detection, automatic sprinkler, and alarm systems that meet the requirements of directly to the outside, and the point of discharge shall be at least 5 feet from any operable Section R404. A. Exit doors shall be o enable from the inside without the use of a key special the International Building Code and as specified in the International Fire Code. window. All work as shown on the construction documents is per the 2018 International Building Code P Y or any P 2). Lighting Equipment: A minimum of 75 percent of the lamps in permanently installed and the 2018 International Fire Code as adopted. It is the intent of these documents to knowledge or effort. IBC Sec. 1010.1.9. K. Provide an automatic fire alarms stem in accordance with IBC Sec. 907 & International Fire P y L. There shall be a floor or landing on each side of a door. The floor or landing shall not be lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of the comply thereto. Work performed in violation of local codes or ordinances shall be corrected B. Glass in the following locations to be safety glass: All glass doors, sliding, patio doors, Code. more than 1/2" lower than the threshold of the doorway. When doors open over landings, permanently installed lighting fixtures shall contain only high efficacy lamps. at no expense to the owner. N. BLACK CAT ROAD & storage doors, shower and bathtub enclosures, windows where the nearest exposed edge of L. Fire alarms to provide 70 d6 in all sleeping areas, with doors closed. the landing shall have a length of not less than 5 feet. I. CONFLICT: In case of any conflict wherein the methods or standards of installation or the the glazing is within a 24 inch arc of either vertical edge of the door in a closed position, _ W. MALTA DRIVE materials specified do not equal or exceed the requirements of the laws or ordinances, the and fixed panels greater than 9 square feet with lowest edge less than 18 inches above the M. A smoke detector shall be installed in each sleeping room and at a point centrally located in M. Extend fire resistive wall protection to the sole plate behind the tubs or shower units which laws or ordinances shall govern. Notify the architect of all conflicts. floor. See exceptions) IBC Sec. 2406. the corridor giving access to each separate sleeping area. When there is more than one abut a fire rated wall. 9 Y ( P ) g g P P g MERIDIAN, IDAHO 83646 story or a basement, a detector shall be installed on each story and in the basement. In N. Vent chases of 1-hour buildin s are re uired to be constructed as for 1-hour fire-resistive J. DIMENSIONS: Survey: Dimensions of site conditions are from survey by others. Architect C. Glazing in locations subject to human impact shall be safety glazing per IBC, Section 2406.4. dwelling units where the ceiling height of a room open to the hallway serving the bedrooms g q bears no responsibility for accuracy of same. Dimensions are shown to face of concrete, exceed that of the hallway by 24 inches or more, smoke detectors shall be installed in the shafts. face of stud at exterior wood-framed walls, face of stud at interior walls, and centerline of D. Glazing in locations subject per IBC and International Energy Conservation Code. hallway and at the highest point in the adjacent rooms. Smoke detectors shall receive their 0. All water heaters shall meet ASHRAE standard 90A-80. Shower heads shall not exceed three openings, unless detailed otherwise on drawings. Framing dimensions have been rounded to rims power from the building wiring and shall be equipped with battery backup. Wiring the nearest one half inch. Contractor should verify condition before framing starts. E. Provide commercial grade door/window hardware at all operable windows and doors. primary P g gry P• 9 gallons per minute. shall be permanent and without a disconnection switch other than required for over current Do not scale drawings. The contractor shall use dimensions shown on the drawings and F. Entry and patio doors shall be metal clad with 1.75 inch foam insulation. protection. All smoke detectors are to be wired together on one circuit and designed for all actual field measurement. Notify the architect if any discrepancies are found. detectors to sound if one detector is activated. IBC Sec. 907.2.9. Contractors shall verify sizes and locations of all openings for work. The contractor shall 9.0 FINISHES 21.0 DEPARTMENT OF HOUSING & URBAN DEVELOPMENT FAIR HOUSING ACCESSIBILITY DRAWING SET verify all rough-in dimensions for the equipment furnished and installed by himself or others. .180 MISCELLANEOUS SPECIFICATIONS A. The contractor shall be bound to the finish schedule provided for rooms and spaces, but AGENCY REVIEW The Contractor shall consult the plans of all trades for openings through slabs, walls, ceilings shall be also responsible to provide other materials not designated in the schedule if required A. Ceilings shall be of a continuous fire-resistive membrane but may have openings for copper, A. General Requirements: and roofs for ducts, pipes, conduits, cabinets and equipment; and shall verify the sizes and in the field to create a finished product at walk, floors ceiling, doors, windows, soffits, treads, sheet steel, or ferrous plumbing pipes, ducts and electrical outlet boxes, provided the areas locations with subcontractors. and all other furring, leveling, and patching where required. of such openings through the ceiling aggregate are not more than 100 square inches for any 1). All first floor units to meet requirements for Type B Dwelling Units per ICC/ANSI A117.1-2009, 2015 International Building Code, and The Fair Housing Act. SET. K. SHOP DRAWINGS: Provide shop drawings for the architect/ owner 100 square feet of ceiling area. Regardless of size, duct openings in such ceilings shall be s approval and as required B. GWB: Install per recommended specifications for the application and finishing of gypsum protected by approved ceiling fire-dampers. Individual electrical outlet boxes shall be al steel 1 -1 4-2 0 L. SPECIAL INSPECTIONS: Owner to nominate a testing lab for special inspections as required by by the City of Meridian prior to construction. board, per ANSI A97.1. 2). Entry level of all second floor units to meet requirements for Type 6 Dwelling Units per and not greater than 16 inches in area. ICC/ANSI A117.1-2009, 2015 International Building Code, and The Fair Housing Act. Upper for accessibility.City of Meridian at the time of the building permit submittal. 10.0 SPECIALTIES (Not used.) 19.0 ICC/ANSI A117.1-2009 BARRIER-FREE REQUIREMENTS (at public spaces) level of all second floor units are not regulated y' SEAL B. This project shall be constructed to have a least one building entrance on an accessible 11.0 EQUIPMENT (Not used.) A. Provide operable levers for barrier-free access along route of travel at barrier-free entrance. LICENSED route. If impractical to do so because of terrain or unusual characteristics of the site, ARCHITECT 12.0 FURNISHINGS (Not used.) CB. 'At doors with closers and latches on the front approach the pull side requires minimum 18" notify the Architect/Owner. AR-985044 2.0 SITEWORK 13.0 SPECIAL CONSTRUCTION (Not used.) clear from the strike door jamb for a depth of 60". On door with closer and latches the C. All primary entry doors to the building, unit entry doors, and doors along accessible route of front approach push side requires 12 min. clearance from the strike for a depth of 48 per travel shall comply with ANSI 404. A. HAZARDOUS MATERIALS: Discovery of any hazardous materials (asbestos, chemical wastes, 14.0 CONVEYING SYSTEMS (Not used.) Section 404.2.3.2. D. All accessible routes of travel shall have a minimum clear width of 36 inches. pesticides, etc.) shall be reported immediately to the owner. Contractor is responsible for 15.0 MECHANICAL C. Maximum threshold height to be 1/2" along accessible route of travel per Section 404.2.4. approvals, removal, disposal and certification as required by law. Owner to advise of E. In single-story dwelling units, changes in level within the dwelling unit with heights between existence, known. A. Mechanical work should be coordinated by the General Contractor with the work indicated D. Provide lever hardware for barrier-free units and all public spaces (stair doors, building 1/4 inch and 1/2 inch shall be beveled with a slope no greater than 1 V:2H. Don Robert TeBeau entries, etc.) per Section 404.2.6. STATE OF IDAHO B. LANDSCAPE WORK: Contractor shall obtain all necessary permits and approvals. herein. F. Except as provided in subsections G and H below, thresholds at exterior doors, including 12-14-20 C. SOIL CONDITIONS: The architect assumes no responsibility as the physical characteristics of B. Plumbing and sewer pipe sizing, gas and mechanical sizing to be in accordance with E. Stair nosing to be flush, slip resistant, and rounded to radius of 1/2" maximum per Section sliding door tracks, shall be no higher than 3/4 inch. Thresholds and changes in level at This document is the property of THE ARCHITECTS the soil or the accuracyof engineering dada supplied b others. recommended practices as per currently adopted national, state, or local regulations. 504.5. these locations shall be beveled with a slope no greater then 1V:2H. OFFICE, PLLC and is not to be duplicated without 9 9 PP Y written authorization. D. PERMITS: Contractor to make necessary arrangements or secure necessary permits with the C. All service water piping shall be thermally insulated to R-5 where it is vulnerable to freezing F. Stair handrails to extend minimum 12" beyond top and bottom risers per Section 505.10. G. Exterior deck, patio, or balcony surfaces shall be no more than 1/2 inch below the floor © THE ARCHITECTS OFFICE, PLLC governing agency where required for site work or to block sidewalks or streets due to or where required by code. " " level of the interior of the dwelling unit, unless the exterior surface is constructed of construction. Remove all surplus fill material from the site and legally dispose of all debris. G. Lavatory rim height to be 33-34 , with 29 minimum clearance from bottom of apron to impervious material. In such case, the exterior surface shall be no more than four inches FILE D. All piping, ducts, and conduits shall be furred in at all finished rooms, unless noted floor per Section 606. below the interior floor level unless required by local building code. E. SAFETY: The contractor shall provide complete safety precautions and measures on the entire otherwise. BATE site, yards, and passageways. H. All units on accessible floor levels to meet the requirements for Type B. H. The primary entries from the exterior shall be no more than 1/2 inch above the exterior DECEMBER 14, 2020 E. All structural metal and beam seats shall be non-corrosive finished after fabrication. impervious surface. F. SETBACKS: All setbacks to be clearly marked on site and verified by the building inspector FILE No. before the pour of any concrete. F. All piping in ceiling and exterior walls shall be on warm side of thermal insulation, except in I. All switches, electrical outlets, thermostats, and other environmental controls shall be no 18-722 A0.0 downspouts. higher than 47 inches, and no lower than 17 inches above finish floor and no higher than 3.0 CONCRETE G. Contractor to provide owner with complete record drawings for the structural, plumbing, 43 inches if over an obstruction between 20 and 25 inches in depth. The minimum height BRAWN heating ventilation, air conditioning, electrical and other work concealed by finished surfaces. is to the bottom receptacle and the maximum height is to the top receptacle on duplex A. Chamfer external corners on exposed exterior concrete, 3/4", except where flush walls abut outlets. Dimensions are to the centerline of the outlet. and where surfaces are indicated to be otherwise finished. H. Provide shop drawings prior to fabrication and installation of items fabricated in the shop for approval by the owner. J. Reinforce all bathroom walls for grab bars around the toilet, tub, shower stall, and shower B. Foundation walls enclosing any walls below finished grade shall be damp proofed on the seat as detailed. When a toilet is not placed adjacent to a side wall, the bathroom floor REVISIONS outside by an approved methods and materials. Sec. 1807. I. Contractor to frame openings in walls, ceilings and floors for HVAC and other mechanical or shall be reinforced for floor mounted grab bars. The contractor is responsible for acquiring electrical work where required and not otherwise shown on the plans. details if not shown herein. 11/19/20 REVISIONS 1 4.0 MASONRY J. Provide wood backing, furring, stripping, or blocking required for installation and attachment K. A clear floor space at least 30 inches by 48 inches shall be provided parallel to the range, of work of all other trades. sink, and washer/dryer. The clear floor space may be parallel or forward in front of the A. Provide for masonry inspection by a qualified masonry inspector as required by IBC. oven, dishwasher, refrigerator, or trash compactor. All clear floor spaces to be centered on K. Provide and install venting for all dryer locations, to outside, as required by IBC and as appliance. B. Concrete unit masonry work shall meet or exceed the applicable requirements of IBC. shown on drawings. L. Provide a clear floor space with a minimum dimension of 30 inches by 48 inches within each 5.0 METALS L. Seal at all joints and at all longitudinal seams. Seal all seams in knuckle joints. bathroom, outside of the door swing. A. Provide galvanic insulation between dissimilar metals. M. Seal register boots where they enter heated space. B. Contractor shall prime and paint the intended paintable metal stacks, metal beam/post N. Ducts penetrating 1-hour walls and enclosure shall be provided automatic fire dampers. connections, vents, grills, or louvers which project through walls or roof and in view. Color to be selected by architect. 6.0 WOOD/PLASTICS SHEET A. Fire stops in wall, soffited ceilings, etc., shall be provided per International Building Code, Section 718 requirements. Provide fire dampers at all supply and return air outlets, inlets, or ducts penetrating fire rated assemblies, enclosure, walls, floors, or surfaces and as required by fire department. B. All wood in contact with concrete to be pressure treated per IBC. AOm2 C. Provide wood backing, furring, stripping, or blocking required for installation and attachment ARCHITECTURAL of work of all other trades. SPECIFICATIONS PRICE PRICE SANDERS __ LLINGUNITGENERALREQQUIREMENTTS ICC/ANSI A117. 1 -2009 CHAPTER 10 N S RUBY 1003.11 .2 General. At least one toilet and bathing facility shall comply with Section 1003.11.2.5.2 Shower. Showers shall com I with Section 608. 1003.12.4 Sink. Sinks shall comply with Section 1003.12.4. CHAPTER 10: DWELLING UNITS AND SLEEPING UNITS 1003.11.2. At least one lavatory, one water closet and either a bathtub or a shower within the PY THESE REQUIREMENTS APPLY TO 2% OF THE DWELLING UNITS (AS INDICATED TEBEAU 1003 Type A Units unit shall comply with Section 1003.11.2. The accessible toilet and bathing fixtures shall be in a EXCEPTION: At standard roll-in shower compartments complying with Section 608.2.2, 1003.12.4.1 Clear Floor Space. A clear floor space, positioned for a forward "HC") TO COMPLY WITH THE REQUIREMENTS OF THE 2018 INTERNATIONAL single toilet/bathing area, such that travel between fixtures does not require travel through other lavatories, counter tops and cabinetry shall be permitted at one end of the clearance, provided approach to the sink, shall be provided. Knee and toe clearance complying with Section 306 BUILDING CODE / ICC-ANSI A117.1-2009 TYPE A DWELLING UNITS. ALL OTHER 1003.1 General. Type A units shall comply with section 1003. parts of the unit. the following criteria are met: shall be provided. FIRST FLOOR DWELLING UNITS TO MEET THE REQUIREMENTS OF THE 2018 ARCHITECTS OFFICE F 1003.2 Primary Entrance. The accessible primary entrance shall be on an accessible route 1003.11.2.1 Doors. Doors shall not swing into the clear floor space or clearance for any (a) The countertop and cabinetry can be removed; EXCEPTIONS: INTERNATIONAL BUILDING CODE / ICC-ANSI A117.1-2009 TYPE B DWELLING 499 MAIN STREET (208) 3 4 3-2 9 3 1 from public and common areas. The primary entrance shall not be to a bedroom unless it is the fixture. UNITS, & FAIR HOUSING ACT ACCESSIBILITY GUIDELINES. BOISE, IDAHO 83702 TAOI DAH 0.C O M only entrance. (b) The floor finish extends under the countertop and cabinetry; and 1. The requirement for knee and toe clearance shall not apply to more than one bowl of a EXCEPTION: Where a clear floor space complying with Section 305.3 is provided within multi-bowl sink. 1003.3 Accessible Route. Accessible routes within Type A units shall comply with Section the room beyond the arc of the door swing. (c) The walls behind the surrounding the countertop and cabinetry are finished. 1003.12.5.5 Oven. Ovens shall comply with Section 1003.12.5.5. Ovens shall have 1003.3. 2. Cabinetry shall be permitted to be added under the sink, provided the following criteria 1003.11.2.2 Lavatory. Lavatories shall comply with Section 606. are met: controls on front panels, on wither side of the door. 1003.3.1 Location. At least one accessible route shall connect all spaces and elements that E are a part of the unit. Accessible routs shall coincide with or be located in the same area as a o (a) the cabinetry can be removed without removal or replacement of the sink, 1003.12.5.5.1 Clear floor space. A clear floor space shall be provided. The oven general circulation path. EXCEPTION: Cabinetry shall be permitted under the lavatory, provided the following criteria >< door in the open position shall not obstruct the clear floor space for the oven. are met: FIC, � (b) the floor finish extends under such cabinetry, and Exception: An accessible route is not required to unfinished attics and unfinished \1iE 1003.12.5.5.2 Side-Hinged Door Ovens. Side-hinged door ovens shall have a basements that are a part of the unit. (a) the cabinetry can be removed without removal or replacement of the lavatory; i C) r (c) the walls behind and surrounding cabinetry are finished. countertop positioned adjacent to one side of the door. 1003.3.2 Turning Space. All rooms served by an accessible route shall provide a turning (b) the floor finish extends under such cabinetry; and 1003.12.4.2 Height. The front of the sink shall be 34 inches (865 mm) maximum above 1003.12.5.5.3 Bottom-Hinged Door Ovens. Bottom-hinged door ovens shall space complying with Section 304. c the walls behind and surrounding cabinet are finished. 60 min the floor, measured to the higher of the rim or the counter surface. have a countertop positioned adjacent to one side of the door. ( ) 9 cabinetry 1525 01 EXCEPTIONS: Note:Sink permitted per Section 508.2.2 1003.11.2.3 Mirrors. Mirrors above accessible lavatories shall have the bottom edge of EXCEPTION: A sink and counter that is adjustable to variable heights 29 inches (735 1003.12.5.5.4 Controls. The location of controls shall not require reaching across 2 Standard Roll-in-Type Shower5 2 11. . . 1. A turning space is not required in toilet rooms and bathrooms that are not required to the reflecting surface 40 inches (1015 mm) maximum above the floor. Figure 1003. mm) minimum and 36 inches (915 mm) maximum above the floor, or that can be relocated burners. comply with Sections 1003.11.2. Compartment in Type A Units P Y within that range without cutting the counter or damaging the adjacent cabinets, walls, doors 1003.11.2.4 Water Closet. Water closets shall comply with Section 1003.11.2.4. 1003.12 Kitchens and kitchenettes. Kitchens and kitchenettes shall comply with Section and structural elements, provided rough-in plumbing permits connections of supply and 1003.12.6.6 Refrigerator/Freezer. Combination refrigerators and freezers shall have at 2. A turning space is not required within closets or pantries that are 48 inches (1220 mm) 1003.12. drain pipes for sinks mounted at the height of 29 inches (735 mm) shall be permitted. least 50 percent of the freezer compartment shelves, including the bottom of the freezer 54 maximum depth. P P 9 1003.11 .2.4.1 Location. The water closet shall be positioned with a wall to the rear p inches (1370 mm) maximum above the floor when the shelves are installed at the maximum and to one side. The centerline of the water closet shall be 16 inches (405 mm) minimum 1003.12.1 Clearance. Clearance complying with Section 1003.12.1 shall be provided. 1003.12.4.3 Faucets. Faucets shall comply with Section 309. 1003.3.3 Components. Accessible routes shall consist of one or more of the following PY heights possible in the compartment. A clear floor space, positioned for a parallel approach to elements: walking surfaces with a slope not steeper than 1:20, doors and doorways, ramps, and 18 inches (455 mm) maximum from the sidewall. 1003.12.1.1 Minimum Clearance. Clearance between all opposing base cabinets, the space dedicated to a refrigerator/freezer, shall be provided. The centerline of the clear elevators, and platform lifts. 1003.12.4.4 Exposed Pipes and Surfaces. Water supply and drain pipes under 1003.11 .2.4.2 Clearance Width. A clearance around the water closet of 60 inches counter tops, appliances, or walls within kitchen work areas shall be 40 inches (1015 mm) sinks shall be insulated or otherwise configured to protect against contact. There shall be no floor space shall be offset 24 inches (610 mm) maximum from the centerline of the 1003.4 Walking Surfaces. Walking surfaces that are part of an accessible route shall (1525 mm) minimum in width, measured perpendicular from the side wall minimum. sharp or abrasive surfaces under sinks. appliance. comply with Section 403. � � PROJECT 1003.11 .2.4.3 Clearance Depth. Clearance around the water closet shall be 56 1003.12.1.2 U-Shaped Kitchens. In kitchens with counters, appliances, or cabinets on 30 min.* 1003.5 Doors and Doorways. The primary entrance door to the unit, and all other 760 doorways intended for user passage, shall comply with Section 404. inches (1420 mm) minimum in depth, measured perpendicular from the rear wall. three contiguous sides, clearance between all opposing base cabinets, countertops, appliances, or walls within kitchen work areas shall be 60 inches (1525 mm) minimum. o EXCEPTIONS: 1003.11 .2.4.4 Clearance Overlap. The required clearance around the water closet E JUMP CREEK shall be permitted to overlap the water closet, associated grab bars, paper dispensers, coat It 1. Thresholds at exterior sliding doors shall be permitted to be inch (19 mm) maximum in hooks, shelves, accessible routes, clear floor space required at other fixtures, and the o Cl) clear floor i knee and toe space is not 4 FLEXES height, provided they are beveled with a slope not greater than 1:2. wheelchair turning space. No other fixtures or obstructions shall be located within the P 24 max required water closet clearance. t O 36 min. (915) if part of T-shaped clearance required to s10 2. In toilet rooms and bathrooms not required to comply with Section 1003.11.2, maneuvering O turning space per Sections not required be centered clearances required by Section 404.2.3 are not required on the toilet room or bathroom side of 304.3.2 and 1003.3.2 at 2nd bowl on the sink EXCEPTION: A lavatory measuring 24 inches (610 mm) maximum in depth and o O bowl of clear floor space the door. complying with Section 1003.11.2.2 shall be permitted on the read wall 18 inches (455 FIG. 1003.12.4 of refrigerator/freezer g p q y q ) 9 lavatory t KITCHEN SINK FOR FIG. C1003.12.4.1(a) FIG. C1003.12.4.1(b) N. BLACK CAT ROAD & 3. A turning space between doors in a series as required b Section 404.2.5 is not required. mm minimum from the centerline of the water closet to the side edge of the lavato CLEAR FLOOR SPACE AT CLEAR FLOOR SPACE AT 4. Storm and screen doors are not required to comply with Section 404.2.5. where the clearance at the water closet is 66 inches (1675 mm) minimum measured O O ---- TYPE A UNITS DOUBLE BOWL SINK KITCHEN SINK a) Access to the refrigerator and a top freezer W. MALTA DRIVE 5. Communicating doors between individual sleeping units are not required to comply with Section perpendicular from the rear wall. 00 DW MERIDIAN, IDAHO 83646 404.2.5 1003.11 .2.4.5 Height. The top of the water closet seat shall be 15 inches (380 mm) ---- Ref 1003.12.5 Appliances. Where provided, kitchen appliances shall comply with Section 6. At other than the primary entrance door, where exterior space dimensions of balconies are minimum and 19 inches (485 mm) maximum above the floor, measured to the top of the Ref 1003.12.5. less than the required maneuvering clearance, door maneuvering clearance is not required on the seat. 1003.12.5.1 Operable Parts. All appliance controls shall comply with Section 1003.9. exterior side of the door. 40 min 1003.11 .2.4.6 Flush Controls. Flush controls shall be hand-operated or automatic. 15z5 1003.6 Ramps. Ramps shall comply with Section 405. Hand operated flush controls shall comply with Section 309. Hand-operated flush controls shall be located on the open side of the water closet. (a 40 min 1015 (b) EXCEPTIONS: ) 1003.7 Elevators. Elevators within the unit shall comply with Section 407, 408, or 409. FIG. 1003.12.1.1 1. Appliance doors and door latching devices shall not be required to comply with Section 24 max 1003.8 Platform Lifts. Platform lifts within the unit shall comply with Section 410. � MINIMUM KITCHEN CLEARANCE IN TYPE A UNITS 309.4. 610 DRAWING SET 2. Bottom-hinged appliance doors, when in the open position, shall not be required to �of clear floor space comply AGENCY REVIEW 1003.9 Operable Parts. Lighting controls, electrical panel-boards, electrical switches and a PY with Section 309.3. receptacle outlets, environmental controls, appliance controls, operating hardware for operable 0 Q of freezer SET: windows, plumbing fixture controls, and user controls for security or intercom systems shall comply 1003.12.5.2 Clear Floor Space. A clear floor space, positioned for a parallel or with Section 309. 1 forward approach, shall be provided at each kitchen appliance. b) Access to bottom freezer 1 2-1 4-20 Exceptions: - 6o min 405-455 o le 1003.12.5.3 Dishwasher. A clear floor space, positioned adjacent to the dishwasher 4055 1525 l f door, shall be provided. The dishwasher door in the open position shall not obstruct the clear 1. Receptacle outlets serving a dedicated use. (a)Water Closet Location (b) Minimum Clearance floor space for the dishwasher or an adjacent sink. SEAL 2. Where two ore more receptacle outlets are provided in a kitchen above a length of counter 18 min. ---- LICENSED top that is uninterrupted by a sink or appliance, one receptacle outlet shall not be required to 455 DW ARCHITECT AR-985044 comply with Section 309. i i 7)11F ---- Ref DW °3. Floor rece tacle outlets. �J /� 24 max P 4. HVAC diffusers. 15-19 Section 1003.12.4.1 5. Controls mounted on ceiling fans. sao-485 60525 �� of clear floor space of refrigerator compartment Don Robert TeBeau 6. Where redundant controls other than light switches are provided for a single element, one FIG. 1003.12.1.2 L of freezer compartment STATE OF IDAHO control in each space shall not be required to be accessible. 60 min U-SHAPED KITCHEN CLEARANCE IN TYPE A UNITS 12-14-20 � 1525 This document is the property of THE ARCHITECTS 7. Reset buttons and shut-offs serving appliances, piping and plumbing fixtures. (c) Clearance with Lavatory (d)Water Closet Height FIG. C1003.12.5.3(b) C) Access to side by side refrigerator/freezer OFFICE, PLLC and is not to be duplicated without (Overlap Exception) 1003.12.2 Clear Floor Space. Clear floor spaces required by Sections 1003.12.3 through DISHWASHER ACCESS OPTIONS written authorization. 8. Electrical pane-Iboards shall not be required to comply with Section 309.4. FIG. 1003.11.2.4 WATER CLOSETS IN TYPE A UNITS 1003.12.5 shall comply with Section 305. FIG. C1003.12.5.6(b) c THE ARCHITECTS OFFICE, PLLC 1003.10 Laundry Equipment.Washing machines and clothes dryers shall comply with Section 1003.12.3 Work Surface. At least one section of counter shall provide a work surface 30 1003.12.5.4 Cooktop. Cooktops shall comply with Section 1003.12.5.4. REFRIGERATOR/FREEZER ACCESS OPTIONS FILE 611. 1003.11.2.5 Bathing Fixtures. The accessible bathing fixture shall be a bathtub inches (760 mm) minimum in length complying with Section 1003.12.3. 1003.12.5.4.1 Approach. A clear floors ace, positioned for parallel or forward DATE complying with Section 1003.11.2.5.1 or a shower compartment complying with Section pp P P P 1003.13 Windows. Windows shall comply with Section 1003.13 1003.11 Toilet and Bathing Facilities. At least one toilet and bathing facility shall 1003.11.2.5.2. approach to the cooktop, shall be provided. DECEMBER 14, 2020 comply with Section 1003.11.2. All toilet and bathing facilities shall comply with Section 1003.11.1. 1003.12.3.1 Clear Floor Space. A clear floor space, positioned for a forward approach to the work surface, shall be provided. Knee and toe clearance complyingwith 1003.13.1 Natural ventilation. Operable windows required to provide natural ventilation FILE NO. 1003.11 .2.5.1 Bathtub. Bathtubs shall comply with Section 607. pp P 1003.12.5.4.2 Forward approach. Where the clear floor space is positioned for a 1003.1 1 .1 Grab Bar and Shower Seat Reinforcement. Reinforcement shall be Section 306 shall be provided. The clear floor space shall be centered on the work surface. forward approach, knee and toe clearance complying with Section 306 shall be provided. shall comply with Sections 309.2 and 309.3. 18-312 AO.O provided for the future installation of grab bars complying with Section 604.5 at water closets; EXCEPTIONS: The underside of the cooktop shall be insulated or otherwise configured to protect from 1003.13.2 Emergencye. Operable windows required to provide an emergency DRAWN grab bars complying with Section 607.4 at bathtubs; and for grab bars and show seats EXCEPTION: Cabinetry shall be permitted under the work surface, provided: burns, abrasions, or electrical shock. escape. p q g Y escape and rescue opening shall comply with section 309.2 ROB TeBEAU, AIA complying with Sections 608.3, 608.2.1.3, 608.2.2.3 and 608.2.3.2 at shower compartments. 1. The removable in-tub seat required by Section 607.3 is not required. (a) the cabinetry can be removed without removal or replacement of the work surface. 1003.12.5.4.3 Parallel approach. Where the clear floor space is positioned for a EXCEPTIONS: 2. Counter tops and cabinetry shall be permitted at one end of the clearance, provided 1003.14 Storage Facilities. Where storage facilities are provided, at least one of each type b the floor finish extends under such cabinet and parallel approach, the clear floor space shall be centered on the appliance. the following criteria are met: ( ) cabinetry, shall comply with Section 905. REVISIONS 1. At fixtures not required to comply with Section 1003.11.2, reinforcement in accordance with Section 1004.11.1 shall be permitted. (a) The countertop and cabinetry can be removed; (c) the walls behind and surrounding cabinetry are finished. 1 burners. .5.4.4 Controls. The location of controls shall not require reaching across burners. �j 11/19/20 REVISIONS 2. Reinforcement is not required in a room containing only a lavatory and a water closet, (b) The floor finish extends under the countertop and cabinetry; and 1003.12.3.2 Height. The work surface shall be 34 inches (865 mm) maximum above the Adjacent counter provided the room does not contain the only lavatory or water closet on the accessible level floor. (Section of the dwelling unit. (c) The walls behind the surrounding the countertop and cabinetry are finished. 1003.12.6.5.1 and 3. Reinforcement of the water closet side wall vertical grab bar component required by Section back wall back wall EXCEPTION: A counter that is adjustable to provide a work surface at variable heights 29 00 1003.12.6.5.2) 604.5 is not required. inches (735 mm) minimum and 36 inches (735 mm) maximum above the floor, or that can O O control head control head be relocated within that range without cutting the counter or damaging adjacent cabinets, O O 4. Where the lavatory overlaps the water closet clearance in accordance with the exception to end o end end o end walls, doors, and structural elements, shall be permitted. Section 1003.11.2.4.4 reinforcement at the water closet rear wall for a 24-inch (610 mm) wall wall wall wall minimum length grab bar, centered on the water closet, shall be provided. 1003.12.3.3 Exposed Surfaces. There shall be no sharp or abrasive surfaces under g g p a) Cooktop and E i E the exposed portions of work surface counters. 1 1/2" I E E o Range Top Access Work surface CLR. I C, i C" 30 mina Section 1003.12.3 760 O O 1 1/4"-2"diameter grab bar. SHEET g length length of bathtub x O O of bathtub 71 12 min E C) Oven Access blocking from � 805 r�i a Without Permanent Seat b With Permanent Seat approximately 38 in. C,, O O to 29 in. above floor �' co FIG. 1003.11..2.5.1 CLEARANCE FOR BATHTUBS IN TYPE A UNITS * 36 min. (915) if part of T-shaped turning l 04 ) b Cooktopforward �_ space per Sections 304.3.2 and 1003.3.2 - -" F.F. FIG. 1003.12.3 approach FIG. C1003.12.5.4 ICC/ANSI TYPE A DWELLING FIG. C1003.11.1 BLOCKING LOCATION WORK SURFACE IN KITCHEN FOR TYPE A UNITS RANGE COOKTOP AND OVEN UNIT REQUIREMENTS TYPE B DWELLING UNIT GENERAL REQUIREMENTS PRICE ICC/ANSI A117. 1 -2009 CHAPTER 10 SANDERS RHEES ALL FIRST FLOOR DWELLING UNITS TO MEET THE REQUIREMENTS OF THE 2018 RUBY 1004 Type B Units 1004.11 Toilet and Bathing Facilities. Toilet and bathing fixtures shall comply with 1004.11 .3.1.2 Water Closet. The water closet shall comply with Section 36915 min TEBEAU Section 1004.11. 1004.11.3.1.2. INTERNATIONAL BUILDING CODE / ICC-ANSI A117.1-2009 TYPE B DWELLING 1004.1 General. Type B units shall comply with Section 1004. back wall UNITS AND FAIR HOUSING ACT ACCESSIBILITY GUIDELINES. EXCEPTION: Fixtures on levels not required to be accessible. 1004.11.3.1.2.1 Location. The centerline of the water closet shall be 16 inches z 1004.2 Primary Entrance. The accessible primary entrance shall be on an accessible route q (405 mm) minimum and 18 inches (455 mm) maximum from one side of the seat control .0 THE ARCHITECTS OFFICE from public and common areas. The primary entrance shall not be to a bedroom unless it is the 1004.11 .1 Grab Bar and Shower Seat Reinforcement. Reinforcement shall be required clearance. wall wall E 01 only entrance. provided for the future installation of grab bars and shower seats at water closets, bathtubs, and M 499 MAIN STREET (208) 343 2931 shower compartments. Where walls are located to permit the installation of grab bars and seats 1004.11.3.1.2.2 Clearance. Clearance around the water closet shall comply with BOISE, IDAHO 83702 TAOIDAHO.COM 1004.3 Accessible Route. Accessible routes within Type B units shall comply with Section complying with Section 604.5 at water closets; grab bars complying with Section 607.4 at Sections 1004.11.3.1.2.2.1 through 1004.11.3.1.2.2.3. 1004.3. bathtubs; and for grab bars and shower seats complying with Sections, 608.3, 608.2.1.3, EXCEPTION: Clearance complying with Sections 1003.11.2.4.2 through 1003.11.2.4.4. O E 608.2.2.3 and 608.2.3.2 at shower compartments; reinforcement shall be provided for the future o^ 1004.12.2 Clear Floor Space. Clear floor space at appliances shall comply with Sections 1004.3.1 Location. At least one accessible route shall connect all spaces and elements that installation of grab bars and seats complying with those requirements. 1004.11 .3.1.2.2.1 Clearance Width. Clearance around the water closet shall J M 1004.12.2 and 305.3. are a part of the unit. Accessible routes shall coincide with or be located in the same area as EXCEPTIONS: be 48 inches (1220 mm) minimum in width, measured perpendicular from the side 48 min I, 1004.12.2.1 Sink. A clear floor space, positioned for a parallel approach to the sink, shall a general circulation path. 1. In a room containing only a lavatory and a water closet, reinforcement is not required of the clearance that is 16 inches (405 mm) minimum and 18 inches (455 mm) 1220 be provided. The clear floor space shall be centered on the sink bowl. EXCEPTIONS: provided the room does not contain the only lavatory or water closet on the accessible level maximum from the water closet centerline. FIG. 1004.11.3.1.3.3 EXCEPTION: A sink with a forward approach complying with Section 1003.12.4.1. of the unit. 1004.11 .3.1.2.2.2 Clearance Depth. Clearance around the water closet shall TRANSFER-TYPE SHOWER COMPARTMENT IN TYPE B UNITS 1.An accessible route is not required to unfinished attics and unfinished basements that are be 56 inches 1420 mm minimum in depth, measured perpendicular from the rear part of the unit. 2. At water closets reinforcement for the side wall vertical grab bar component required by ( ) p p p 1004.11 .3.2.1 Lavatory. Lavatories shall comply with Section 1004.11.3.1.1 and Section 604.5 is not required. wall. 2. One of the following is not required to be on an accessible route: 1004.11.3.2.1.0. 3. At water closets where wall space will not permit a grab bar complying with Section 1004.11 .3.1.2.2.3 Increased Clearance Depth at Forward Approach. 2.1. A raised floor area in a portion of a living, dining, or sleeping room; or 604.5.2, reinforcement for a rear wall grab bar 24 inches (610 mm) minimum in length Where a forward approach is provided, the clearance shall be 66 inches (1675 mm) 1004.11.3.2.1 .1 Height. The front of the lavatory shall be 34 inches (865 mm) 2.2. A sunken floor area in a portion of a living, dining, or sleeping room; or centered on the water closet shall be provided. minimum in depth, measured perpendicular from the rear wall. maximum above the floor, measured to the higher of the rim or counter surface. F_ -1 p• van 2.3. A mezzanine that does not have plumbing fixtures or an enclosed habitable space. y 4. At water closets where a side wall is not available for a 42-inch (1065 mm) grab bar 1004.11 .3.1.2.2.4 Clearance Overlap. A it or other obstruction 24 complying with Section 604.5.1, reinforcement for a sidewall grab bar, 24 inches (610 mm) inches (610 mm) maximum in depth, measured perpendicular from the rear wall, 1004.3.2 Components. Accessible routes shall consist of one or more of the following minimum in length, located 12 inches (305 mm) maximum from the rear wall, shall be shall be permitted to overlap the required clearance, provided the width of the L elements: walking surfaces with a slope not steeper than 1:20, doors and doorways, ramps, provided. remaining clearance at the water closet is 33 inches (840 mm) minimum. FIG. C1004.12.2.1 elevators, and platform lifts. 5. At water closets where a side wall is not available for a 42-inch (1065 mm) grab bar N CLEAR FLOOR SPACE AT DOUBLE BOWL SINK 1004.4 Walking Surfaces. Walking surfaces that are part of an accessible route shall complying with Section 604.5.1 reinforcement for a swing-up grab bar complying with E Section 1004.11.1.1 shall be permitted. M 1004.12.2.2 Dishwasher. A clear floor space, positioned for a parallel or forward comply with Section 1004.4. 6. At water closets where a side wall is not available for a 42-inch (1065 mm) grab bar S I Edge of I approach to the dishwasher, shall be provided. The dishwasher door in the open position shall 1004.4.1 Clear Width. Clear width of an accessible route shall comply with Section 403.5. clearance, o not obstruct the clear floor space for the dishwasher. P Y complying with Section 604.5.1 reinforcement for two swing-up grab bars complying with wall, fixture c Height Section 1004.11.1.1 shall be permitted to be installed in lieu of reinforcement for rear I or other '0 1004.4.2 Changes in Level. Changes in level shall comply with Section 303. wall and side wall grab bars. 16-15 obstruction 16-551 PROJECT 405-45 405-45 FIG. 1004.11.3.2.1 EXCEPTION: Where exterior deck, patio or balcony surface materials are impervious, the 7. In shower compartments larger than 36 inches (915 mm) in width and 36 inches (915 23 L LAVATORY IN TYPE B UNITS - OPTION B BATHROOMS DW ° finished exterior impervious surface shall be 4 inches (100 mm) maximum below the floor level mm) in depth reinforcement for a shower seat is not required. I, 48 min lzzo � � � of the adjacent interior spaces of the unit. 1004.11.1.1 Swing-up Grab Bars. A clearance of 18 inches (455 mm) minimum from the (a)Water closet location (b) Parallel Approach 1004.1 1 .3.2.2 Water Closet. The water closet shall comply with Section 104.11.3.1.2. I I JUMP CREEK 1004.5 Doors and Doorways. Doors and doorways shall comply with Section 1004.5. centerline of the water closet to any side wall or obstruction shall be provided where 1004.1 1 .3.2.3 Bathing Fixtures. The accessible bathing fixture shall be a bathtub reinforcement for swingup grab bars is provided. When the approach to the water closet F_ TZ is from the side, the 18 inches 455 mm minimum shall be on the side opposite the23 F--- --� complying with Section 1004.11.3.2.3.1 or a shower compartment complying with Section 4-PLEXES 1004.5.1 Primary Entrance Door. The primary entrance door to the unit shall comply ( ) PP I �) 1004.11.3.2.3.2. with Section 404. direction of approach. Reinforcement shall accommodate a swing-up grab bar centered I i , I I I 15-3 4 inches 400 mm from the centerline of the water closet and 28 inches 710 = L-----� / ( ) ( � �� 0 1004.11.3.2.3.1 Bathtub. A clearance 48 inches (1220 mm) minimum in length EXCEPTION: Storm and screen doors serving individual dwelling or sleeping units are not mm) minimum in length, measured from the wall to the end of the horizontal portion of E 1 '0 FIG. C1004.12.2.2 �, measured perpendicular from the control end of the bathtub, and 30 inches (760 mm) required to comply with Section 404.2.5. the grab bar. Reinforcement shall accommodate a swing-up grab bar with a height in the 16-18 16-18 DISHWASHER ACCESS OPTIONS N. BLACK CAT ROAD & down position of 33 inches (840 mm) minimum and 36 inches (915 mm) maximum. 405-45 405-45 minimum in width shall be provided in front of bathtubs. 1004.5.2 User Passage Doorways. Doorways intended for user passage shall comply Reinforcement shall be adequate to resist forces in accordance with Section 609.8. 1 � 1 L_ A back wall 1004.12.2.3 Cooktop. Cooktops shall comply with Section 1004.12.2.3. W. MALTA DRIVE with Section 1004.5.2. 33 min MERIDIAN IDAHO 83646 EXCEPTION: Where a water closet is positioned with a wall to the rear and to one side, 840 3 a 48 min 1004.12.2.3.1 Approach. A clear floor space, positioned for a parallel or forward 1004.5.2.1 Clear Width. Doorways shall have a clear opening of 31-3/4 inches (810 the centerline of the water closet shall be 16 inches (405 mm) minimum and 18 inches lzzo o ° approach to the cooktop, shall be provided. mm) minimum. Clear opening of swinging doors shall be measured between the face of the (455 mm) maximum from the sidewall. (c) Increased clearance depth- (d)Clearance with lavatory overlap o L door and stop, with the door open 90 degrees. forward approach F 1004.12.2.3.2 Forward approach. Where the clear floor space is positioned for a FIG. 1004.11.3.1.2 E o forward approach, knee and toe clearance complying with Section 306 shall be provided. 1004.5.2.1.1 Double Leaf Doorways. Where the operable parts on an inactive leaf CLEARANCE AT WATER CLOSETS IN TYPE B UNITS CDThe underside of the cooktop shall be insulated or otherwise configured to prevent of a double leaf doorway are located more than 48 inches (1220 mm) or less than 15 15-3/4 15-3/4 L M burns, abrasions, or electrical shock. inches (380 mm) above the floor, the active leaf shall provide the clearance required by 400 400� 1004.12.2.3.3 Parallel approach. Where the clear floor space is positioned for a� 1004.11 .3.1.3 Bathing Fixtures. Where provided, a bathtub shall comply with 48 min Section 1004.5.2.1. Section 1004.11.3.1.3.1 or 1004.11.3.1.3.2 and a shower compartment shall comply with 1220 parallel approach, the clear floor space shall be centered on the appliance. DRAWING SET Section 1004.11.3.1.3.3. a 1004.5.2.2 Thresholds. Thresholds shall comply with Section 303. 1004.12.2.4 Oven. A clear floor space, positioned for a parallel or forward approach AGENCY REVIEW N 1004.11.3.1.3.1 Parallel Approach Bathtubs. A clearance 60 inches (1525 FIG. 1004.11.3.2.3.1 adjacent to the oven shall be provided. The oven door in the open position shall not EXCEPTION: Thresholds at exterior sliding doors shall be permitted to be 3/4inch (19 cI BATHROOM CLEARANCE IN TYPE BUNITS - obstruct the clear floor space for the oven. SET. mm) maximum in height, provided they are beveled with a slope not steeper than 1:2. mm) minimum in length and 30 inches (760 mm) minimum in width shall be provided in front of bathtubs with a parallel approach. Lavatories complying with Section 606 shall be OPTION B BATHROOMS 1 2-14-20 1004.5.2.3 Automatic Doors. Automatic doors shall comply with Section 404.3. 18 min 18 min permitted in the clearance. A lavatory complying with Section 1004.11.3.1.1 shall be 455 455 permitted one end of the bathtub if a clearance 48 inches (1220 mm) minimum in length 1004.11.3.2.3.2 Shower Compartment. A shower compartment shall comply with O O 1004.6 Ramps. Ramps shall comply with Section 405. and 30 inches (760 mm) minimum in width is provided in front of the bathtub. Section 1004.11.3.1.3.3. O O 00 1004.7 Elevators. Elevators within the unit shall comply with Section 407, 408, or 409. FIG. 1004.11.1.1 1004.11.3.1.3.2 Forward Approach Bathtubs. A clearance 60 inches (1525 1004.12 Kitchens and kitchenettes. Kitchens and kitchenettes shall comply with Section 00 -1 F_ -1 SEAL SWING-UP GRAB BAR FOR WATER CLOSET � � 1 I I LICENSED mm) minimum in length and 48 inches (1220 mm) minimum in width shall be provided in 1004.12. ARCHITECT 1004.8 Platform Lifts. Platform lifts within the unit shall comply with Section 410. 1004.11 .2 Clear Floor Space. Clear floor spaces required b Section 1004.11.3.1 (Option p P q Y ( P front of bathtubs with a forward approach. A water closet and a lavatory shall be 1004.12.1 Clearance. Clearance complying with Section 1004.12.1 shall be provided. � AR-985044 1004.9 Operable Parts. Lighting controls, electrical switches and receptacle outlets, A) or 1004.11.3.2 (Option B) shall comply with Sections 1004.11.2 and 305.3. permitted in the clearance at one end of the bathtub. L -1 1 environmental controls, electrical onelboards, and user controls for security or intercoms stems back wall back wall 1004.12.1.1 Minimum Clearance. Clearance between all opposing base cabinets, P Y Y 1004.11.2.1 Doors. Doors shall not swing into the clear floor space or clearance for any - - L -1 shall comply with Sections 309.2 and 309.3. 3 3 _ 3 counter tops, appliances, or walls within kitchen work areas shall be 40 inches (1015 mm) a) Cooktop and fixture. 0 3 0 o 0 minimum. Range Top Access b) Oven Access EXCEPTIONS: EXCEPTION: Where a clear floor space complying with Section 305.3, excluding knee and o L FIG. C1004.12.2.3.3 1. Receptacle outlets serving a dedicated use. toe clearances under elements, is provided within the room beyond the arc of the door F_ 1 1 1004.12.1.2 U-Shaped Kitchens. In kitchens with counters, appliances, or cabinets on Don E OF I AHO swing. E- three contiguous sides, clearance between all opposing base cabinets, countertops, appliances, RANGE ACCESS OPTIONS STATE OF IDAHO 2. Where two or more receptacle outlets are provided in a kitchen above a length of counter 9 Ir 1 or walls within kitchen work areas shall be 60 inches (1525 mm) minimum. 12-14-20 L o _ o This document is the property of THE ARCHITECTS top that is uninterrupted by a sink or appliance, one receptacle outlet shall not be required to 1004.11.2.2 Knee and Toe Clearances. Clear floor space at fixtures shall be 1004.12.2.5 Refrigerator/Freezer. A clear floor space, positioned for a parallel -1 � � OFFICE, PLLC and is not to be duplicated without � comply with Section 309. permitted to include knee and toe clearances complying with Section 306. 60 min 1 approach to the refrigerator/freezer, shall be provided. The centerline of the clear floor space written authorization. 3. Floor 1004.11 .3 Toilet and Bathing Areas. Either all toilet and bathing areas provided shall lavatory receptacle outlets. 1525 -1 shall be offset 24 inches (610 mm) maximum from the centerline of the appliance. © THE ARCHITECTS OFFICE, PLLC P 4. HVAC diffusers. comply with Section 1004.11.3.1 (Option A), or one toilet and bathing area shall comply with complying with (a) lavatory complying ° 1004.12.2.E Trash Compactor. A clear floor space, positioned for a parallel or Section 606 with Section (b) i � FILE 5. Controls mounted on ceiling fans. Section 104.11.3.2 (Option B). with Section 1 t forward approach to the trash compactor, shall be provided. DATE 6. Controls or switches mounted on appliances. 1004.11.3.1 Option A. Each fixture provided shall comply with Section 1004.11.3.1. o O O DECEMBER 14, 2020 FIG. 1004.11.3.1.3.1 7. Plumbing fixture controls. EXCEPTIONS: PARALLEL APPROACH BATHTUB IN TYPE B UNITS - OPTION A BATHROOMS ' FILE NO. 18-722 AO.0 DW DRAWN 8. Reset buttons and shut-offs serving appliances, piping and plumbing fixtures. 1. Where multiple lavatories are provided in a single toilet bathing area such that travel back wall back wall � --- 9. Where redundant controls other than light switches are provided for a single element, one between fixtures does not require travel through other parts of the unit, not more than one 3 3 O control in each space shall not be required to be accessible. lavatory is required to comply with Section 1004.11.3.1. _ --- Ref 0 0 II F_ 10. Within kitchens and bathrooms, lighting controls, electrical switches and receptacle outlets 2. A lavatory and a water closet in a room containing only a lavatory and water closet, g t L Ref are permitted to be located over cabinets with counter tops 36 inches (915 mm) maximum in provided the room does not contain the only lavatory or water closet on the accessible level F_ of the unit. s 60"x 48" L REVISIONS height and 25-1/2 inches (650 mm) maximum in depth. '� � 40 min L_ � � _ � clear floor 1525 1004.10 Laundry Equipment. Washing machines and clothes dryers shall comply with 1004.11 .3.1.1 Lavatory. A clear floor space complying with Section 305.3, positioned �/ ' N co -- space 40 min a) Access to refrigerator b) Access to bottom 11/19/20 REVISIONS Section 1004.10. for a parallel approach, shall be provided. The clear floor space shall be centered on the 1 1015 (b) or top freezer freezer lavatory. - (a) 1004.10.1 Clear Floor Space. A clear floor space complying with Section 305.3, shall beLLprovided. A parallel approach shall be provided for a to loading machine. A forward or parallel EXCEPTIONS: A lavatory complying with Section 606 shall be permitted. Cabinetry shall FIG. 1004.12.1.1 P P PP P P 9 P 60 min 1 E:11- approach shall be provided for a front loading machine. be permitted under the lavatory provided the following criteria are met: 1525 MINIMUM KITCHEN CLEARANCE IN TYPE B UNITS (a) The Cabinetry can be removed without removal or replacement of the lavatory, and FIG. 1004.11.3.1.3.2 FIG. C1004.11.3.1.3.2 F_ 7 _T FORWARD APPROACH TYPE B UNITS, OPTION A BATHROOMS, (b) The floor finish extends under such cabinetry; and O O I I I BATHTUB IN TYPE B UNITS - FORWARD APPROACH BATHTUB, (c) The walls behind and surrounding the cabinetry are finished. OPTION A BATHROOMS PERMITTED TO OVERLAP 00 L W D W D I 1 1004.11.3.1.3.3 Shower Compartment. If a shower compartment is the only ° L bathing facility, the shower compartment shall have dimensions of 36 inches (915 mm) i C) Access t0 side-by-side refrigerator/freezer 1 minimum in width and 36 inches (915 mm) minimum in depth. A clearance of 48 inches --- FIG. C1004.12.2.5 SHEET (1220 mm) minimum in length, measured perpendicular from the shower head wall, and REFRIGERATOR/FREEZER ACCESS OPTIONS L �� 30 inches (760 mm) minimum in depth, measured from the face of the shower DW compartment, shall be provided. Reinforcing for a shower seat is not required in shower --- Ref 1004.12.2.6 Trash Compactor. A clear floor space, positioned for a parallel or Z1 30"x 48"clear floor space for L compartments larger than 36 inches (915 mm) in width and 36 inches (915 mm) in forward approach to the trash compactor, shall be provided. 5 parallel approach to each Clear Floor Space depth. 5 appliance per section 1004.10 60 min 1004.11.3.2 Option B. One of each type of fixture provided shall comply with Section 1525 FIG. C1004.10(B) FIG. C1004.10(A) FIG. 1004.11.3.1.1 1004.11.3.2. The accessible fixtures shall be in a single toilet/bathing area, such that travel FIG. 1004.12.1.2 ICC/ANSI TYPE B DWELLING LAUNDRY CLOSET, TYPE B UNITS LAUNDRY ROOM, TYPE B UNITS LAVATORY IN TYPE B UNITS - OPTION A BATHROOMS between fixtures does not require travel through other parts of the unit. U-SHAPED KITCHEN CLEARANCE IN TYPE B UNITS UNIT REQUIREMENTS GENERAL NOTES ■ PRICE A. ALL CONTRACTORS / SUB-CONTRACTORS TO VISIT SITE AND SANDERS _ - - - VERIFY ALL EXISTING CONDITIONS AND EXISTING SPOT RHEES - - - -- - - - - - - - - - - - - - - - - - - ELEVATIONS. FIELD VERIFY ALL SITE DIMENSIONS AND RUBY COORDINATE NEW WORK AS REQUIRED WITH EXISTING T BEAU LOT 6 16 0 11 LOT 8 CONDITIONS. REPORT ANY DISCREPANCIES TO THE OWNER - - - - - - - - _ _ _ _ _ _ � _ _ _ AND ARCHITECT. - N 11 1 -1 B. THE OWNER IS RESPONSIBLE FOR ALL SOILS TESTING AND LOT 4 I LOT 5 I 5, - I_11„ J I THE OWNER OR CIVIL ENGIO EERTION TO BE OBTAINED FROM THF ARCHITECTS OFFICE co " " 499 MAIN STREET (208) 3 4 3-2 9 3 1 10'-0" I C. CONTRACTOR TO NOTIFY LOCAL DIG-LINE SERVICE PRIOR TO BOISE, IDAHO 83702 TA01DAH0.00M L 1 1 L= L ANY EXCAVATION. 10'-0" 10'-0" 10'-0° L u I 1 L it _- D. CONTRACTOR TO COORDINATE WITH ALL UTILITY COMPANIES FOR BLDG. B THE LOCATION, ROUTE AND CONNECTION OF ALL NEW AND TYPE 2-1-B _ I I 9��, BLDG. A EXISTING UTILITIES FOR THIS PROJECT. ALL WORK TO - TYPE 2-1-A CONFORM TO UTILITY COMPANY STANDARDS, LOCAL CODES AND ACCEPTED CONSTRUCTION PRACTICES. y BLDG. I OI o I E. MINIMUM BURIAL DEPTH OF ALL UNDERGROUND ELECTRICAL BL p 16 YPE 2-1- L ❑ 16 1 -2"- i i 1'-2" -- I RACEWAYS SHALL BE 24" BELOW FINISH GRADE U.O.N. • " M 1 8" 16'-3° °r TYPE 1-B -L - L- ❑ -- I I F. REFER TO THE GENERAL STRUCTURAL NOTES FOR SOIL 11 CONDITION REQUIREMENTS. THE CONTRACTOR IS REQUIRED TO s I _ F r= LT DO ALL NECESSARY SOILS MODIFICATIONS TO MEET THE I I M STRUCTURAL REQUIREMENTS OF THE FOUNDATION. 1 T-3" ❑ G 12 I 4 L I I G. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL EROSION BIKE RACK 3 1 12 L I AND SEDIMENT DESIGN AND BEST MANAGEMENT PRACTICES TO - - 1A _ N Q BE IMPLEMENTED DURING CONSTRUCTION. - - -- -- + - - o - - - - O I I El Q H. REFER TO CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION AND EROSION AND SEDIMENT CONTROL DRAWINGS. REFER TO J I 12 1 I 12 5 I CIVIL DRAWINGS FOR ALL GUTTER / DOWNSPOUT CONNECTIONS `� o I AND ROUTES TO DRAINAGE SYSTEMS. I I x 8 CID 1'-4" i 3s'-o" 5' 12'-s" 10'-0" I I. REFER TO LANDSCAPE DRAWINGS FOR ALL LANDSCAPING CD x 1 o REQUIREMENTS. =ICj 2 CAR OR E J (3 CARPO D' I - - - - - J. � - - ( _ 4� PORT C 3 C PORT B - - 2� CA PORT'A REFER TO ARCHITECTURAL FLOOR PLANS FOR CLUBHOUSE, -- - - - - - - - - - -- - - - -� APARTMENT BUILDING AND GARAGE LAYOUTS AND DIMENSIONS s'-o' so'-0" - 15'-2" s'-a" 13'-6" N 11 Q K. REFER TO ELECTRICAL SITE PLAN FOR ALL ELECTRICAL NOTES / 6 - LOT 7 / \ - L AND INFORMATION 13 h a - - - - J �- - - - --- --- ------------- - --- -- - - - - - - - - - - - - - - - _ _ _ _ _ _ _ - - I m L. CLEAR SITE OF EXISTING VEGETATION, & DEBRIS AS REQUIRED " - - - - ` I ° - - I FOR NEW CONSTRUCTION. PROTECT EXISTING CONSTRUCTION PROJECT 17 2 15 11 -6 x40 TRUCK � TO REMAIN. so'-o" s'-o" so'-a" / \ APPROACH �� 16 J \ _ T-s" 1 o'-a" 3�_� ------------------- DRAINAGEto &--- I N M. THE FINISH SITE GRADE SHALL SLOPE AND HAVE POSITIVE PORT F -� �� CARPOR r AWAY FROM THE BUILDING. SEE CIVIL DRAWINGS JUMP CREEK �5 ARPOR �-CAR ORT I 2 C PO T J 1�'-s" 2'-2" I FOR FINISH FLOOR ELEVATIONS. o 9 � I O I x O8 1 / I 2'�1" N. ALL CONSTRUCTION MODIFICATIONS, REPAIRS OR CHANGES TO � � I I i 00 CURBS, GUTTERS, CURB RAMPS AND SIDEWALKS IN THE 4-PLEXES RIGHT-OF-WAY TO RECEIVE AGENCY APPROVAL PRIOR TO \ 11 LLo CONSTRUCTION AND TO BE CONSTRUCTED PER AGENCY \ I I I STANDARDS. - - - -9 MAIL F _ - 0. ALL EXTERIOR SIDEWALKS, RAMPS, CURB RAMPS AND LANDINGS SHALL BE CONSIDERED AN ACCESSIBLE ROUTE AND SHALL N. BLACK CAT ROAD & 12 3 5 0 11 3 11 I I COMPLY WITH ICC/ANSI A117.1-2009 CHAPTER 4. ALL NEW W. MALTA DRIVE 12 I SIDEWALKS TO HAVE A MAXIMUM SLOPE OF 1:22 (OR SIDEWALKS WITH A SLOPE GREATER THAN 1:22 SHALL SLOPE MERIDIAN, I D A H 0 83646 r r El1 E: r I 1 i El 1:14 MAXIMUM AND SHALL NOT SLOPE GREATER THAN 6" RISE ❑ 16 J 16 r JI - I AND SHALL HAVE LANDINGS 5-0" EACH END IN THE ❑ I DIRECTION OF TRAVEL. ALL SIDEWALKS MAY HAVE A MAXIMUM 1 - - - ❑ - - CROSS SLOPE OF 1.5%. ALL EXTERIOR LANDINGS AT DOORS BL E r ❑ " - 10'-0" 10'-0" I TO BE FLUSH WITH BUILDING FINISH FLOOR AND SLOPE AWAY 1 TYPE -1-B 1s'-s" 10'-0" BL G. F r BL G I FROM THE BUILDING AT 1.5% MAXIMUM FOR A MINIMUM o" I ° r� J • TYP 2-1-A ;'. TYP 2-1-B 1 I DISTANCE OF 5'-0". J 1 P. TO ACCOMMODATE CONSTRUCTION TOLERANCES, WHERE SURFACES ARE DESIGNED AT 2% (1:50) MAXIMUM SLOPE, DRAWING SET PROVIDE ICC/ANSI "TYPE CONSTRUCT AT 1.5% (1:60) MAXIMUM SLOPE. WHERE SURFACES ARE DESIGNED AT 5% (1:20) MAXIMUM SLOPE, AGENCY REVIEW LOT 12 A" UNIT AT THIS BUILDING LOT 11 LOT 10 J CONSTRUCT AT 4.5% 1:23 MAXIMUM SLOPE. WHERE I �° ONLY. SEE 5-A2.0 AND ';' 2-A3.0 FOR ADDITIONAL G) I / SURFACES ARE DESIGNED AT 8.3% (1:12) MAXIMUM SLOPE, INFORMATION / CONSTRUCT AT 6.7% (1:14) MAXIMUM SLOPE. SET. - 1 - - r, Q. PROVIDE EXPANSION JOINTS IN SIDEWALKS AT 20'-0" O.C. 1 2-14-2 0 MAX. CONTROL JOINTS AT 5'-0" O.C., TYPICAL. ALL - o - - - - LOT 9 SIDEWALKS SHALL SLOPE TO SHED WATER PER GENERAL NOTE 0 REQUIREMENTS. SEE DETAIL 1/A1.1 FOR TYPICAL CONSTRUCTION NOTES. SEAL R. ALL NEW CONSTRUCTION TO BE IN ACCORDANCE WITH THE LICENSED MANUFACTURER'S REQUIREMENTS, ACCEPTED CONSTRUCTION ARCHITECT STANDARDS AND CONFORM TO ALL BUILDING CODES AND AR-985044 REGULATIONS. I Don Robert TeBeau STATE OF IDAHO W. MALTA DRIVE 12-14-20 This document is the property of THE ARCHITECTS I OFFICE, PLLC and is not to be duplicated without written authorization. - - © THE ARCHITECTS OFFICE, PLLC FILE DATE ITE PLAN ^ DE EMBER 14, 2020 0 SCALE: 1" = 20'-0" KEYNOTES 111b, FILE NO. 18-722-A1.0 NORTH 1. 4" CONCRETE SIDEWALK OVER 4" COMPACTED GRAVEL BASE 10. APARTMENT BUILDING. SEE SHEETS A2.0 FOR BUILDING PER CIVIL DRAWINGS, TYPICAL. ALL WALKS TO BE CONSIDERED PLANS. DRAWN A PART OF THE ACCESSIBLE ROUTE PER GENERAL NOTES. 11. APARTMENT BUILDING RISER ROOM LOCATION. NOTE: RISER CONCRETE WALKS TO BE 6'-0" WIDE ADJACENT TO PARKING ROOM AND ELECTRICAL PANEL LOCATION CAN BE REVERSED. STALLS AND 5'-0" WIDE ELSEWHERE U.O.N. SEE DETAIL VERIFY WITH OWNER FOR FINAL LOCATION FOR EACH BUILDING. 1/A1.1 FOR CONTROL JOINTS. AT WALKWAYS IN FRONT OF REVISIONS APARTMENT BUILDINGS: EXTEND CONCRETE WALK FROM 12. APARTMENT BUILDING ELECTRICAL PANEL METER HEAD BUILDING TO PARKING THE SAME WIDTH OF THE BUILDING LOCATION. NOTE: RISER ROOM AND ELECTRICAL PANEL OPENING. LOCATION CAN BE REVERSED. VERIFY WITH OWNER FOR FINAL � 11/19/20 REVISIONS LOCATION FOR EACH BUILDING. 2. VAN ACCESSIBLE PARKING STALL PER DETAIL 2/A1.1 TYP. 13. POTENTIAL PROJECT SIGN LOCATION, N.I.C. PROJECT SIGNS 3. ACCESSIBLE PARKING STALL SIGN PER DETAIL 3/A1.1 TYP. REQUIRE SEPARATE CITY PERMITS / APPROVALS. VERIFY WITH 4. BIKE RACK PER DETAIL 4/A1.1. OWNER FOR PROVIDING PROVISIONS (ELECTRICAL FOR LIGHTING). 5. MAIL BOX UNIT PER DETAIL 5/A1.1. NOTE: ALL FIRST FLOOR 14. 6'-0" HIGH VINYL FENCE. MATCH (E) FENCE STYLE AND UNIT MAIL BOXES TO BE WITHIN ACCESSIBLE REACH RANGE: COLOR. MINIMUM HEIGHT TO BOTTOM OF BOX: +15" A.FF.; MAXIMUM HEIGHT TO TOP OF BOX: + 48" A.F.F.. 15. DASHED LINE INDICATES FIRE TRUCK TURNING CLEARANCE: 6. TYPICAL TRASH ENCLOSURE PER DETAILS 6-10/A1.1. 28'-0" INSIDE RADIUS, 48'-0" OUTSIDE RADIUS. 7. R.O.W., CURB GUTTER & SIDEWALK ARE EXISTING. NO WORK 16. A/C CONDENSING UNITS, TYP. THIS AREA. PROTECT FROM DAMAGE DURING CONSTRUCTION. 17. AT CARPORT 'G' ENSURE THERE IS 98" VERTICAL CLEARANCE 8. PARKING LOT, LANDSCAPE ISLANDS AND PARKING LOT AT THE ACCESSIBLE PARKING SPACE AND ACCESS AISLE SIDEWALKS PER CIVIL DRAWINGS. ALL SIDEWALKS ARE A PART WITHOUT A COLUMN IMPEDING ON THE REQUIRED PARKING OR SHEET OF THE ACCESSIBLE ROUTE PER GENERAL NOTE 0. ALL ACCESS AISLE WIDTH. SIDEWALKS IN FRONT OF PARKING STALLS ARE 6'-0" WIDE. 9. CONCRETE WHEELSTOP. Al SITE PLAN 1" DEEP TOOLED JOINT. CONCRETE SLAB. 1$_D" PRICE ° L. COMPACTED GRAVEL BASE. LETTER SYMBOL & BIKE RACK AT 3'-0" ox. SANDERS = z_ Do ooOO o o°O° 0 0 0000 0 °�0 0 o INSTALL PLUMB AND TRUE. RHEES 000000000°0000�0000000°0000�000 COMPACTED SUBGRADE. BACKGROUND COLORS PER 1/4" THK X 3" WIDE TOUCH UP PAINT AS RUBY ACCESSIBLE RESERVED STATE OF IDAHO. PARKING SIGN IN STEEL PLATE. WELD NECESSARY. TEBEAU CL-III III „III „III III01 CENTERED TO 2" PIPE, MAILBOX NOTES: z 51-r- RAMP 1:14 0 RAMP1:14 L.I FRONT OF EACH 1 HIGH LETTERS, WORDINGPOWDERCOAT TYPMAX. SLOPE N MAX. SLOPE M ACCESSIBLE STALL PER STATE OF IDAHO 2,- 1"} 1. VERIFY NUMBER OF BOXES WITH OWNER. A TOOLED JOINTS AT 5'-0"+- O.C. o SEE CML FOR SEE CML FOR "' PER DETAIL REQUIREMENTS. PROVIDE MINIMUM (1) INCOMING BOX PER UNIT. " � ACTUAL SLOPE N ACHIM SLOPES 3/A1.1 LOWER SIGN TO READ: 2. FHA AND ICC-ANSI REQUIRE ALL FIRST FLOOR THI ARCHITECTS OFFICE 3/4 DEEP TOOLED JOINT. "VAN ACCESSIBLE" (WHERE UNIT MAIL BOXES (INCOMING, OUTGOING & CONCRETE WALK, � - 499 MAIN STREET (2 0 8) 3 4 3-2 9 31 ° JOIN PRE-MOLDED EXPANSION " ) ❑ ❑ PARCEL BOXES TO BE INSTALLED BETWEEN 15""t V51'-O" 7'-0"t 6 MAX. ABOVE OCCURS JOINT FILLER. W W ° ❑ ° ❑ BOISE, IDAHO 83702 T A O I D A H O.C O M ° o MIN. ASPHALT PARKING. a c� c> ° ❑ ° ❑ MIN. AND 48" MAX. A.F.F. CONTRACTOR SHALL = Z Oo°oOO o O�0 0 ooOO o Q) °oo CONCRETE SLAB. ALL SLOPES Z N N 2 DIA. DOME CAPPED 1/4" x 6" ROUND STEEL PLATE. EASE ° ❑ ° ❑ PROVIDE SHOP DRAWINGS WITH PROPOSED o0 oOO000 boo oOO000 ACCESSIBLE Q GALV. STEEL POST Ooo00o0000000000000000o AND ELEVATIONS �' tc W W = EDGE. WELD TO EA POST (2). SECURE BUILDING UNIT NUMBERING FOR LOCAL U.S. POST COMPACTED GRAVEL BASE. z `p. CONCRETE `" m = m CENTERED ON EACH " „ ° ❑ °ourcoINO M PER CIVIL. - o _ CONCRETE PLATE W/ (3) 1/4 x 4 VANDALPROOF/ -H OFFICE REVIEW. MODIFY MAIL BOX CONFIGURATION III—III III III III III III COMPACTED SUBGRADE. - PEDESTRIAN RAMP a cn i cn ACCESSIBLE PARKING " _ ° ❑ ° ❑ S _ ,En ;0 W PAVING 1 -0 REMOVABLE EXP BOLTS. PREP & PAINT o ADD'L MAILBOX AS REQUIRED TO COMPLY WITH FHA ICC-ANSI PER CIVILAND LOCAL U.S. POSTAL SERVICE REQUIREMENTS. ❑ ° ❑ gme _ II o a a o SPACE. PLATE & BOLTS RAL 6009. AS REQUIRED ° ° ❑ B EXPANSION JOINT AT 20'-0" +- O.C. N� N N� DRAWINGS. ¢ Q PER SITE PLAN Ilk °:°� ° ❑ 3. CONTRACTOR TO HAVE USPS APPROVE MAILBOX 3/4" DEEP x 1/2" WIDE STRIPEINTED S, TYP. s 0.0. �' = TYPE, LOCATION AND BOX NUMBERING PRIOR TO PRE-MOLDED JOINT. FILL ❑ ❑ o -- ORDERING AND INSTALLATION OF MAILBOXES. o JOINT W/ SEALER. ICC-ANSI / ADA ° PARCEL ° PARCELIII v 4. PROVIDE SUBMITTAL INFORMATION TO OWNER F © z ;n PRIOR TO ORDERING UNITS. ° o o COMPLIANT _ a CONCRETE WALK a H = Z Oo ooOo o ° 0 0 ooOo 0 0o CONCRETE SLAB. " " � O0000o00°000 00 0 0 0 0 000°0� 0 0o CONTINUOUS KEY. 9-0 TYP. 9-0 TYP. 9-0 TYP. INTERNATIONAL a WHERE OCCURS. `i M 5. INSTALL MAILBOXES ON AN ACCESSIBLE ROUTE 8'-0" MIN. CLR. ,�, 8'-0" MIN. CLR. ,�, 8'-0" MIN. CLR. ,� o NOTE: „ W IV IV �, ACCESSIBILITY N -BIKE RACK TO BE 2" ROUND SCH 40 STEEL PIPE WITH A LEVEL 30 x48 SPACE (FORWARD OR COMPACTED GRAVEL BASE. ACCESSIBLE VAN ACCESSIBLE � ACCESSIBLE SYMBOL PER 12" 0 X 2'-0" DEEP MIN. MODEL AF1570-16 OR EQUAL PARALLEL) ADJACENT TO EACH UNIT MAILBOX AND III=III III IIIIII-III— PARKING STALL LOADING ZONE PARKING STALL LOCAL CODE BEND TO FORM & DIMENSIONS AS SHOWN. SERVES UP TO 16 UNITS PARCEL BOX AND OUTGOING MAILBOXES. iI COMPACTED SUBGRADE. STANDARDS. ;�, CONCRETE BASE. SLOPE TOP IF SURFACE MOUNT POWDERCOAT. C KEYED JOINT PER SITE PLAN PER SITE PLAN NO CONCRETE WALK. SIDEWALK TO HAVE 1.5% MAX. SLOPE NOTE: THESE DETAILS FOR BROOM FINISH CONCRETE. SPACE JOINTS EQUALLY. SEE SITE PLAN. 1'-O" ANY DIRECTION 30 INCHES BEYOND ALL BOXES CONCRETE CONTROL JOINTS 2 TYPICAL ACCESSIBLE STALL ACCESSIBLE STALL SIGN BIKE RACK MAIL BOX DETAIL SCALE: 1" = 1'-0" SCALE: 1/8" = 1'-0" 3 SCALE:3/4" = 1'-0" 4 SCALE:3/4" = 1'-0" 5SCALE: 1/2" = 1'4' METAL TRIM CHANNELS AT PROVIDE STANDARD SEE PLAN SEE PLAN TOP, SIDES, & BOTTOM 14'-4" RESIDENTIAL STYLE TRASH PROJECT CAN. REACH RANGE TO LID 4'-8" WELDED STEEL GATE W/H.S.S. 13-0 CLEAR TO E BETWEEN 15 MIN. 2"x4"x1/4" FRAME, PAINT " " " L. AND 48" MAX. WITH AN Q a 4^ 6-6 6-6 CMU WALL OPE ING FORCE OF 5 LBS. JUMP CREEK MAX. - A1.1 CMU TRASH ENCLOSURE METAL HINGES AS WALL, HONED FACE 4-FLEXES SIDEWALK.�� � REQUIRED. WELDED 8'-0" 4'-8" � CMU TRASH ENCLOSURE TO JAMB POST. o WALL, HONED FACE o 0 5'-0" TURNING TS 400/8" O SPACE PREFINISHED METAL SIDING _ _ OVER STEEL FRAME. N. BLACK CAT ROAD & C NCRLETE J Q FINISH GRADE FINISH GRADE "PAC-CLAD" 7.2 PANEL N TRASH �, W/COLOR TO MATCH FRAME W. MALTA DRIVE Of CAN 8 CMU WALL _x CD FLUSH BOLTS, LATCH" MERIDIAN, IDAHO 83646 FLUSH AND HANDLE BY GATE O MANUFACTURER J" DIA. X 1-1/2" DEEP NOTE: = 6" REINFORCED RECESSES FOR GATE CANE CONTRACTOR TO VERIFY CONCRETE SLAB BOLTS. PROVIDE TWO EACH = TRASH ENCLOSURE '� = OVER 6" OF AT GATE IN CLOSED AND of REQUIREMENTS WITH MINUS BASE OPEN POSITION, FIELD DISPOSAL SERVICE. o "VERIFY EXACT 7LOCATS. TRASH ENCLOSURE PLAN - REAR ELEVATION TRASH ENCLOSURE PLAN - SIDE ELEVATION TRASH ENCLOSURE PLAN - GATE ELEVATION _I 1 -8 DRAWING SET STEEL BOLLARD SCALE: 1/4" = 1'4" 8 SCALE: 1/4" = 1'4" 9 SCALE: 1/4" = 1'4' RE:11/A1.1 9 80AGENCY REVIEW � A1.1 9 8 A1.1 10-A1.1 QCn SLOPE TYP. 15% N SET: A C NCRETE ■ 2-1 4-20 AS HALT 9'-4"'' 12'-8" SEAL LICENSED ARCHITECT A1.1 STEEL BOLLARD, RE:11/A1.1 AR-985044 z� ig* RASH ENCLOSURE PLAN Don Robert TeBeau STATE OF IDAHO SCALE: 1/4" = 1'4' 12-14-20 This document is the property of THE ARCHITECTS OFFICE, PLLC and is not to be duplicated without 2" SOLID CMU CAP written authorization. @ THE ARCHITECTS OFFICE, PLLC HORIZONTAL CONT BOND BEAM @ 4' O.C. REBAR (2)#5 CONT. FILE DATE FILL ALL CMU CELLS W/GROUT DECEMBER 14, 2020 FILE NO. HONED FACE CMU BLOCK (EXT. SIDE)- COLOR: GRAY CROWN TOP. 18-722 A1.1 #5 BAR @ 32" O.C. CENTERED IN DRAWN WALL W 6" DIA. x N 6'-6" GALV. _ STEEL PIPE REVISIONS 6" CONCRETE SLAB ;;� W FILLED WITH = CONCRETE, sw 6" COMPACT GRAVEL PAINT. 11/19/20 REVISIONS O Q SLOPE TOWARD GATE a o 0 0 0 0 8„ III opOo00 O° O O O °O0 O°ro°C -' —1 H 7o 0 0 0 0 0 0 IIIIIIII�IIIII�IIIII�IIIII�IIII11111111111111 a ° IIII I I— °� � I— ° a 2'-6" 8" CONCRETE WALL W/#5 @ 16" O.C. DIA. CONCRETE VERT. W/STD. HOOK INTO FOOTING ° a CONCRETE (ALTERNATE HOOK DIRECTION) �, FILLED SHEET HOLE. FTG. 2'- 6"WIDE X 1'-0" DEEP W/(3)#5 LONGITUDINAL CONTINUOUS z� Al ol 0 , RASH ENCLOSURE WALL SECTION TYPICAL STEEL BOLLARD CALE: 1/2" = 1'4' SCALE:3/4" = 1'4' SITE DETAILS :ZE Q Q N Q ¢ PRICE 18'-0Cli > �27'-0" m 36'-0" > 27-0 N m > SANDERS 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" RHEES Ifh RUBY TEBEAU CD I I I I I I I I r o TH E ARCHITECTS OFFICE o PAINTED TUBE I o I PAINTED TUBE I o I PAINTED TUBE,- STEEL 1 PAINTED TUBE 1 I COLUMN, [] I 499 MAIN STREET (2 0 8) 3 4 3-2 9 31 o STEEL COLUMN, TYPICAL I I STEEL COLUMN, I I STEEL COLUMN, BOISE, IDAHO 83702 T A O I D A H O.C O M T TYPICAL T I I I TYPICAL TYPICAL I I I I I I I °° I L - - - - - - --- - - � L - - ---I- I - J L - - - --I- - - - - --- - - - - -- - - - - J L - - - - - -- - - - - - - - - - J 2-BAY CARPORT PLAN 3-BAY CARPORT PLAN 4-BAY CARPORT PLAN 3-BAY CARPORT PLAN SCALE: 1/8" = 1'-0" AT CARPORT A, E, I &J 2 SCALE: 1/8" = 1'-0" AT CARPORT B 3SCALE: 1/8" = 1'-0" AT CARPORT C&F 4SCALE: 1/8" = 1'-0" AT CARPORT D 8�R. 8�-2" CLR. MIN. MIN. CLR. MIN. 3 MIN. 3 MIN. 3 MIN. 3 2 2 2 2 5 2-BAY CARPORT ELEVATION 3-BAY CARPORT ELEVATION 4-BAY CARPORT ELEVATION 4-BAY CARPORT ELEVATION SCALE: 1/8" = 1'-0" AT CARPORT A, E, I &J 6 SCALE: 1/8" = 1'-0" AT CARPORT B 7SCALE: 1/8" = 1'-0" AT CARPORT C&F 8SCALE: 1/8" = 1'-0" AT CARPORT D CV N Q Q 27'-0" M > 45'-0" m 9'-0" 9'-0" 9'-0" 9 -0 9 -0 9 -0 Ifh 9 -0 9 -0 PROJECT F - - --- -- - -- - - - - - F - ---- --- -- -- - - - -- --- - - -- � KEYNOTES ® 3 3 1. TUBE STEEL COLUMN. JUMP CREEK OU 8'-2" CLR. 8' 2" CLR. 2 2. PREFINISHED METAL FASCIA, 8 INCH MINIMUM DEPTH. MIN. MIN. CD PAINTED TUBE I 3. PREFINISHED METAL ROOF. 2 4 4-PLEXES PAINTED TUBE I I I STEEL COLUMN, STEEL COLUMN, I 4. METAL CARPORT FRAMING. � T TYPICAL I TYPICAL I `� I I I I 5. CONCRETE FOOTING. TOP OF CONCRETE TO BE FLUSH WITH " 1 " 0 1 ADJACENT SURFACE. N. BLACK CAT ROAD & 1 co IIII 5 W. MALTA DRIVE _ _ _ _ _ _ _ J L _ _ _ _ _ ---- -- -_ _ _ - -- --- -- -- J GENERAL NOTES I' I�I I' MERIDIAN, IDAHO 83646 L A. ARCHITECTURAL CARPORT DRAWINGS ARE SCHEMATIC ONLY 3 BAY CARPORT PLAN0 9-BAY CARPORT PLAN SHOWING OVERALL CONFIGURATION AND COLUMN LOCATION. FINAL SIZE (DIMENSIONS) DETAILS, ENGINEERING, ETC. TO BE TYP. CARPORT END ELEVATION TYPICAL CARPORT SECTION 9 DESIGN-BUILD BY CARPORT VENDOR BASE ON THESE SCALE: 1/8" = 1'-0" AT CARPORT G SCALE: 1/8" = 1'-0" AT CARPORT H DRAWINGS. CARPORT SHOP DRAWINGS SHALL BE PREPARED ASCALE: 1/8" = 1'-0" BSCALE: 1/8" = 1'-0" BY THE CARPORT VENDOR FOR A SEPARATE BUILDING PERMIT SUBMITTAL. ALL ITEMS TO BE PRE-FINISHED AND/OR PAINTED. B. CARPORT BAY COUNT DENOTES TOTAL SPACES INCLUDING DRAWING SET 8-2" CLR. 8-2" CLR. ACCESS AISLES FOR ACCESSIBLE PARKING SPACES, AND MAY MIN. 3 MIN. 3 NOT REFLECT ACTUAL COUNT OF PARKING SPACES. SEE SITE PLANS. AGENCY REVIEW 2 2 SET: O� 12-14-20 3-BAY CARPORT ELEVATION 9-BAY CARPORT ELEVATION SEAL SCALE: 1/8" = 1'-0" AT CARPORT G 12SCALE: 1/8" = 1'-0" AT CARPORT H LICENSED ARCHITECT AR-985044 ow Don Robert TeBeau STATE OF IDAHO 12-14-20 This document is the property of THE ARCHITECTS OFFICE, PLLC and is not to be duplicated without written authorization. © THE ARCHITECTS OFFICE, PLLC FILE DATE DECEMBER 14, 2020 FILE NO. 18-722 A1.1 DRAWN REVISIONS SHEET Al 2 ■ CARPORT PLANS & SECTIONS APARTMENT BUILDING AREAS FLOOR PLAN KEYNOTES T PLAN GENERAL NOTES ROOF PLAN KEYNOTES T ROOF PLAN GENERAL NOTES TTIC VENTILATION REQUIREMENTS PRICE SANDERS BUILDING TYPE 2-1 GROSS GROSS GROSS GROSS 1. FIRE SPRINKLER RISER ROOM. PROVIDE SIGN ON EXTERIOR OF A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING CONDITIONS 11. SHADED LINE INDICATES LINE OF WALL BELOW. A. EACH SUB-CONTRACTOR TRADE SHALL VERIFY EXISTING CONDITIONS REQ'D PROVIDED PROVIDED (Alternate) PROVIDED PROVIDED TOTAL FLOOR FLOOR BUILDING BUILDING THE DOOR IN ONE-INCH LETTERS STATING "FIRE RISER ROOM" IN AND REPORT ANY DISCREPANCIES WITH THE DRAWINGS TO THE 12. CONTINUOUS RIDGE VENT IF ADDITIONAL ATTIC VENTILATION IS AND REPORT ANY DISCREPANCIES WITH THE DRAWINGS TO THE BUILDING ATTICREQ'D UPPER RIDGE RIDGE NUMBER SOFFIT SOFFIT VENTINC RHEES FLOOR UNIT AREAS(A) FIRE AREA(B) UNIT AREAS(c) FIRE AREA(D) COMPLIANCE WITH THE INTERNATIONAL FIRE CODE AND WITH THE ARCHITECT PRIOR TO THE BEGINNING OF CONSTRUCTION. REQUIRED. (11 SQ. IN. N.F.V.A./FT. MIN.). INSTALL PER ARCHITECT PRIOR TO THE BEGINNING OF CONSTRUCTION. TYPE AREA VENTING VENTING VENT VENTING OF ROOF VENT VENTING PROVIDEI RUBY FIRST FLOOR 1,856 S.F. 2, APPROVAL OF THE FIRE MARSHAL. EXTERIOR WALLS PER WALL B. ALL KEYNOTES, DIMENSIONS AND NOTES TYPICAL. (S.F.) (S.I.) (S.I.) (L.F.) (S.I.) VENTALATOR (L.F.) (S.I.) (S.I.) TEBEAU 255 S.F. 1,985 S.F. 2,357 S.F. B. ALL EXTERIOR DIMENSIONS ARE TO THE FACE OF FOUNDATION STEM MANUFACTURERS SPECIFICATIONS. OWNER OPTION: PROVIDE ROOF TYPE W1. WALL BETWEEN RESIDENTIAL UNIT AND FIRE SPRINKLER WALL. SEE DETAIL 1 A4.5 FOR TYPICAL EXTERIOR WALL JACK VENTILATORS EQUALLY SPACED AT THE BACK SIDE OF THE 2-1-A 2,357 1,131 566 68 748 15 161 644 1,392 SECOND FLOOR 1,856 S.F. 2,255 S.F. 1,985 S.F. 2,192 S.F. RISER ROOM PER WALL TYPE W5. FIRE SPRINKLER RISER ROOM / C. SEE A10.0 FOR ROOF TYPES. ALL ROOFS OVER DWELLING UNITS AND ELECTRICAL PANELS CAN BE LOCATED AS SHOWN OR CONSTRUCTION AT FOUNDATION. EXTERIOR WALL FRAMING TO BE BUILDING WITHIN 3 FT. OF RIDGE. ARE ROOF TYPE "Rl". ALL ROOFS OVER DWELLING UNIT DECKS 2-1-B 2,357 1,131 566 78 858 15 101 404 1,262 TOTAL 3,712 S.F. 4,510 S.F. 3,970 S.F. 4,549 S.F. ALIGNED VERTICALLY FROM FLOOR TO FLOOR UNLESS OTHERWISE " " fH[ ARCHITECTS OFFICE OPPOSITE SIDES. GENERAL CONTRACTOR TO COORDINATE FINAL 13. INSULATED 1-HOUR FIRE RATED 20 x 30 ATTIC ACCESS DOOR ARE ROOF TYPE R2 . ALL ROOFS OVER STAIRWAY BREEZEWAY / Ridge Vent Area Per L.F. (5.1.J: 11 Soffit Vent Area Per L.F. (S.1.J: 4 r TOTAL 7 25,984 S.F. 31,570 S.F. 27,790 S.F. 31,843 S.F. LOCATION FOR EACH BUILDING. NOTED. PER DETAIL 18/A10.1 AT UPPER FLOOR CEILING. LOCATE ATTIC ENCLOSURES ARE ROOF TYPE "R3" PER BUILDING SECTIONS. Roof ventilator area (S.l.): 40 (A) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS NOT INCLUDING 2. ELECTRICAL METERS AND PANELS LOCATION. PROVIDE DOUBLE C. VERIFY ALL EXTERIOR FLOOR PLAN DIMENSIONS WITH FOUNDATION ACCESS WHERE THERE IS 2'-6" MINIMUM CLEARANCE ABOVE DOOR. D. ALL ROOF OVERHANGS TO BE 1'-6" U.N.O. 499 MAIN STREET (2 0 8) 3 4 3-2 9 31 STAIRWAYS, STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. STUD WALL PER WALL TYPE W4 AND DETAIL 1/A4.6. FIRE per, MECHANICAL EQUIPMENT. BOISE, IDAH083702 TAOIDAHO.COM COORDINATE LOCATION WITH CEILING MOUNTED FIXTURES AND E. PROVIDE 3�-0" WIDE ICE AND WATER SHIELD AT ALL ROOF VALLEY SPRINKLER RISER ROOM AND ELECTRICAL PANELS CAN BE LOCATED D. ALL INTERIOR WALL DIMENSIONS ARE TO FACE OF STUD UNLESS LOCATIONS (CENTERED) AND AT ALL EAVES (EXTEND 3'-0 VA AS SHOWN OR OPPOSITE SIDES. GENERAL CONTRACTOR TO OTHERWISE NOTED. 14. STEP FLASHING AT (SIDE) WALL (BELOW). PROVIDE GUTTER PAST EXTERIOR WALL BELOW). NOTE: OWNER OPTION: IN LIEU OF VENTILATED SOFFIT BOARD, PROVIDE SOFFIT VENT GRILLES UP (B) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS INCLUDING COORDINATE FINAL LOCATION FOR EACH BUILDING. E. SEE ENLARGED STAIRWAY PLANS AND STAIRWAY SECTIONS (SHEETS DIVERTER WHERE REQUIRED, SEE DETAIL 13/A10.1. F. ALL ROOFS TO HAVE PREFINISHED METAL DARK BROWN EAVE AND EQUALLY SPACED FOR EQUIVALENT VENTILATION (8'-0" O.C. MAX). STAIRWAYS, STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. 3. GRADES AT ENTRY DOORS TO BE NO MORE THAN 1.5% IN ALL 15. PRE-FINISHED METAL RAIN GUTTER (OR RAIN GUTTER COLLECTOR ( ) A8.0 & A8.1) FOR ALL STAIRWAY NOTES AND DIMENSIONS. RAKE DRIP FLASHING. PROVIDE PRE-FINISHED METAL VALLEY (PER 2018 IBC CHAPTER 5 AND CHAPTER 10) DIRECTIONS FOR A MINIMUM DISTANCE OF 5'-0" PERPENDICULAR AT VALLEY CORNER). PROVIDE PREFINISHED METAL DOWNSPOUT FLASHING. ALL ROOFS TO BE 30 YEAR ARCHITECTURAL LAMINATED TO DOORS. F. SEE UNIT TYPE ENLARGED FLOOR PLANS (SHEET A3.0) FOR ALL FROM GUTTER DOWN TO GRADE (SEE ELEVATIONS). PROVIDE ASPHALT SHINGLE OVER 15# FELT PER ROOF TYPE. LEGEND (c) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS NOT INCLUDING " UNIT DIMENSIONS, KEYNOTES AND FOR DOOR AND WINDOW CONCRETE SPLASH BLOCK OR TIE INTO SITE DRAINAGE SYSTEM AS 4. FIRE EXTINGUISHER CABINET MOUNTED WITH HANDLES AT +48 CALLOUTS. REQUIRED. SEE CIVIL DRAWINGS FOR SITE DRAINAGE SYSTEM. G. COORDINATE ROOF PLAN WITH ROOF FRAMING PLAN AND WITH STAIRWAYS, STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. A.F.F. MAX. SEE 15/A10.1. FINAL ROOF TRUSS SHOP DRAWINGS. WALL CONSTRUCTION PER WALL TYPES. SEE ENLARGED UNIT PLANS FOR IDENTIFICATION G. ANY THROUGH OR MEMBRANE PENETRATION OF FIRE-RESISTIVE 16. PAINTED VENTILATED SOFFIT BOARD (4 SQ. IN. N.F.V./SQ. FT.). " AND CONSTRUCTION TYPES SHEET A10.0 FOR CONSTRUCTION NOTES. (D) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS INCLUDING 5. FIRE SPRINKLER RISER ROOM ROOF BELOW PER DETAIL 4/A4.6. CONSTRUCTION TO COMPLY WITH 2O15 IBC SECTION 713. SEE OWNER OPTION: IN LIEU OF VENTILATED SOFFIT BOARD, H. AT OVERBUILD ROOF AREAS PROVIDE 6 X6 HOLES THROUGH SHEETS A11.0-A11.2. TESTED AND LISTED ASSEMBLIES TO BE PROVIDE SOFFIT VENT GRILLES EQUALLY SPACED FOR EQUIVALENT SHEATHING AT EACH JOIST BAY TO PROVIDE VENTILATION. STAIRWAYS, STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. PROVIDED TO FIELD INSPECTOR. VENTILATION (8'-0" O.C. MAX). NOTCH TRUSS BLOCKING (OR I. PROVIDE 22 GA PREFINISHED SEAMLESS ALUMINUM GUTTER. SECOND FLOOR WALL ICE & WATER SHIELD AT ALL CONSTRUCTION BELOW. EAVES AND VALLEYS. H. ALL FRAMING, FIXTURES AND EQUIPMENT TO BE INSTALLED TO BE OUTLOOKER BLOCKING SIM.) PER DETAIL 14/A10.1 TO ALLOW FOR MAXIMUM LENGTH OF GUTTER TO DOWNSPOUT: 20'-0". IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENT, ROOF VENTILATION. COORDINATE THE FINAL LOCATION OF ALL DOWNSPOUTS WITH PREFINISHED METAL GUTTER. SEE ACCEPTED BUILDING STANDARDS AND CONFORM TO ALL BUILDING 17. PROVIDE BUILT UP CRICKET, FINISH ROLLED ASPHALT ROOFING ARCHITECT PRIOR TO CONSTRUCTION. PROVIDE CONCRETE SPLASH BUILDING ELEVATIONS FOR CODES. (MATCH SHINGLE COLOR) AND COVER WITH ASPHALT SHINGLE. BLOCK AT EACH DOWNSPOUT BASE AND SLOPE TO DRAIN AWAY DOWNSPOUT LOCATIONS. FROM BUILDING. COORDINATE WITH CIVIL FOR DOWNSPOUTS THAT I. FOR EXTENTS OF FIRE RATED CONSTRUCTION, SEE FIRE RATED 18. EXTEND EAVE 4"t AS REQUIRED TO SIMPLIFY ROOF LAYOUT. TIE INTO SEEPAGE BEDS. CONSTRUCTION PLANS AND BUILDING CODE SUMMARY, SHEET AO.1. 19. CANOPY ROOF. PROVIDE WALL FLASHINGS AND CRICKETS AS J. ALL ROOFING, FIXTURES AND EQUIPMENT TO BE INSTALLED TO BE J. EACH LIVING UNIT TO BE PROVIDED A FIRE EXTINGUISHER. REQUIRED. IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENT, K. ALL KEYNOTES, DIMENSIONS, AND NOTES TYPICAL U.N.O. ACCEPTED BUILDING STANDARDS AND CONFORM TO ALL BUILDING CODES. L. SEE SITE PLANS FOR CONTINUATION OF SIDEWALKS AT BUILDING. 68'-0" 68'-0" UNIT TYPE 2x2-1: 34'-0" UNIT TYPE 2x2-1: 34'-0" e UNIT TYPE 2x2-1: 34'-0" UNIT TYPE 2x2-1: 34'-0" 1 V-4" x. 10'-0" 0o, 12'-8" 12'-8" 10'-0" 1 V-4" e 11 1 V-4" ol 10'-0" 12'-8" 12'-8" ol 1 O'-0" ol 1 V-4" 1'-4' 1'_4' PROJECT 1 2 3 4 1 2 3 4 A4.0 A4.0 A4.0 A4.0 A4.0 A4.0 A4.0 A4.0 _FF I I I I JUMP CREEK CID Do DINING DINING DINING DINING 4-P L E X E S 0 � 0 7 PATIO PATIO ^ ^ 7 DECK DECK -I A4.0 I N. BLACK CAT ROAD & I I I I I �--� I 1 �--� I �--� I ° 11 ° ° I I ° �II LIVING LIVING �1 1 tj LIVING LIVING �I KITCHEN 1011 - KITCHEN KITCHEN-=-I ---I KITCHEN W. MALTA DRIVE O 11I r O O �I r- O I uI II I u III I MERIDIAN, IDAHO 83646 I LII1 11 - I 0 - I DINING BEDROOM 1 � 4 BEDROOM 1 BEDROOM 1 0 4 0 BEDROOM 1 ❑ --J L-- °O --J L-- = CV O UAW W/D HW I Cn CV WH UAW W/D O =O co I 6pkq I M I 6 PATIO - N A4.0 �' I � � I I 1 II KITCHEN ° LIVING --- --- �- � un� 3 Fau�j L -� I� I �- � �I wa r�u � 1 c I ° 5 �, 5 DRAWING SET __ --� r ° I A4.0 L--- BATH 1 A�1H 22 ;�, BATH 2 BATH 1 -_ A4.0 L--- J � J -_-J 4 o BEDROOM 2 i BEDROOM 2 0 BEDROOM 2 i BEDROOM 2 AGENCY REVIEW BEDROOM 1 o a W o i r RISER � _ -- 1 L WH SET' 2 I 1 c 2 1 RYIKE--- N o 12 G = 12-14-20 HA I I `? I J,`o -- J,`o 14 0 �a SLOPEIj -- `--� CD 1 `i PA -I :12IIII 6 22 5 ❑� ku� -1 A4.3 SEAL I L - BATH 1 15 II LICENSED RAKE 19 ARCHITECT AR-985044 RISER ®i BEDROOM 2 5'-2" 1 V-6" 11'-0" '-4' 8'-0" '-4' 11,-0" 11'-6" 5'-2" 5'-2" 1 V-6" 11'-0" '-4' 01 8'-0" '-4' 11'-0" 11'4" 5'-2" 1 BUILDING TYPE 2-1 BUILDING TYPE 2-1 FIRST FLOOR PLAN 2-BEDROOM / 2-BATHROOM SECOND FLOOR PLAN 2-BEDROOM / 2-BATHROOM UNIT 2x1 A F IDAHO SCALE: 1/8" = 1'-0" SCALE: 1/8" = V-0" STATE O OF Don Ro `- 12-14-20 1 2 3 4 1 2 3 4 This document is the property of THE ARCHITECTS A4.0 A4.0 A4.0 A4.0 A4.0 A4.0 A4.0 A4.0 12 8'_0" � g'_O" OFFICE, PLLC and is not to be duplicated without ,FIRST FLOOR PLAN UNIT 2x1-A RAKE �P• RAKE EAVE EAVE written authorization. © THE ARCHITECTS OFFICE, PLLC :SCALE: 1/8" = V-0" AT"TYPE A UNIT",AT BUILDING E, LOT 12 ONLY, SEE SITE PLAN 15 16 % � T^�e 15 tTyp \�/o TZ2 EAVE m S1LO SLR TYP. EAVE �' SLOPE SLOPE m TYP. `B 5' EAVE EAVE COPE SLO EAVE SLOPE SLOPS EAVE FILE 6:1 L�.I 6.12 :12 w 6:121 o 0 6:12 6:12 16:12 6:12) onTE �❑ G w G`� w �❑ DECEMBER 14, 2020 ------ �� ---- n---- -------------- ------ o J � J J i J i �� i� �� i� �� i� FILE NO. LLJ 7CL o 7 12 18-722 A2.0 A4.0 ti� (co n`n �Q A4.0 w w � � TYIP, a_ N L W N CO DRAWN 16 N � N OJ TYP. II 11 'S 11 11 Nco �Q i 15 :� RIDGE Inr,F TYP. R TYP. SLOPE ---- TYP. 12 --- SLOPE SLOPE RDGE 0 TYP. 12 MDGE SLOPE o TYP. i 6:12 o m do C �Q 612 o REVISIONS 6:12 RII_�GE TYP. 15 �Q RI_AGE TYP. y� 6 n - _ TYP' 6 11/19/20 REVISIONS A4.0 13 �I� A4.0 �� 14 13 A 1 1 1 BELOW W -- l� � (D o � i» cn i Ar dN_ dN 11 J i CL N i�� ,^,TYP. Wd N ` c� i�� c� coA4.0 o w A4.0 - --- --- - o rn 14 i J tG i 9O� // `� J co i i :Ll / v' �' TYP. 14 BELOW G�' ��� G G BELOW G LLJ e EAVE I+7 ---� - ----------- J `' ---- - ------ C14 ---- i� `f�-\ - --- -- -J J `\ ^ ---- - -- EAVE N EAVE - ------ - - A TYP' �P .` - EAVE ---- - ---- ---- $LOPE SLOPE 1 �. SLOPE SL�� �-- � � � � � 6 6:12 6LI 6:12 6:12 116:1L s I EAVE EAVE SAVE EAVE M EAVE EAVE .>Q nl A Q ti LL, SLOPE 40 C-D SLOPE 'O 6:12 15 16 9 15 16 o 6:12 RAKE RAKE EAVE , > EAVE L.-. 12 TYP. TYP. 8'-0" 8'-0" TYP. TYP. SHEET 14 TYP. �Q SLOPE RAKE BELOW SLOPE EAVE 6:12 A4.3 TYP. 6:12 6'-0" A4.3 BUILDING TYPE 2-1 BUILDING TYPE 2-1 A2m 3 ROOF PLAN ELEVATION TYPE A ROOF PLAN ELEVATION TYPE B BUILDING TYPE 2-1 SCALE: 1/8" = 1'-0" 4SCALE: 1/8" = V-0" FLOOR PLANS / ROOF PLANS j� ICC/ANSI TYPE 'A', ADAS RESIDENTIAL KEYNOTEST DWELLING UNITS KEYNOTES 0 (1) - PRICE s 1. AT FIRST FLOOR PROVIDE FIRE SPRINKLER RISER CLOSET OR ELECTRICAL PANEL ENCLOSURE. SEE SITE PLAN, FIRST FLOOR PLAN AND ELEVATIONS. RHEES 1A. COUNTERTOP WITH REMOVEABLE BASE CABINET. THE BASE CABINET TO BE REMOVED WITHOUT 2. INSULATE BOTH SIDES OF PARTY WALL WITH FIBERGLASS SOUND ATTENUATION BATTS. MATCH WALL RUBY REMOVAL OR REPLACEMENT OF THE LAVATORY OR SINK. SEE INTERIOR ELEVATIONS FOR ADDITIONAL WIDTH. 4 TEBEAU NOTES. 3. STOP FLOORING HERE. USE VINYL TRANSITION STRIP AS REQUIRED. DINING 2A. NOT USED. 4. HVAC UNIT. I t 3A. AT TYPE A UNITS: WHERE OPERABLE WINDOWS ARE PROVIDED, AT LEAST ONE WINDOW IN EACH SLEEPING 5. PROVIDE TEMPERED GLASS AT WINDOW DUE TO PROXIMITY OF ADJACENT DOOR SWING. VERIFY AREA OF MODIFICATION ROOM, LIVING ROOM, OR DINING ROOM SHALL HAVE OPERABLE PARTS WITHIN 48" MAX. ABOVE FINISH WITH BUILDING OFFICIAL IF A PERMANENT DOOR STOP CAN BE INSTALLED IN LIEU OF TEMPERED GLASS E ARCHITECTS OFFKE F FLOOR, SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR GLASS WINDOW.FROM UNIT 2X1-1 6. DASHED LINES INDICATE 30" X 48" CLEAR FLOOR SPACE TO BE CENTERED AT FIXTURE OR FIRST FLOOR PLAN. TWISTING OF THE WRIST. THE FORCE TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS. MAX. THERE „ 499 MAIN STREET (2 0 8) 3 4 3-2 9 31 SEE UNIT 2X1-1 FIRST APPLIANCE. AT BATHROOM THERE SHALL ALSO BE AN ADDITIONAL 30 X 48 CLEAR FLOOR SPACE SHALL BE A 30"x48" CLEAR FLOOR SPACE IN FRONT OF THE WINDOW. BOISE, IDAHO 83702 TA0IDAH0.00M `4 ;14" FLOOR PLAN (1/A3.0) OUTSIDE OF THE DOOR SWING AREA. (TYPICAL AT ALL FIRST FLOOR FIXTURES, APPLIANCES AND 4A. AT TYPE A UNITS: THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ANY COUNTER, IN ANY BATHROOM DOORS). PATIO FOR REMAINDER OF KNEE SPACE. 7. FRAMING SUBCONTRACTOR TO VERIFY ALL TUB-SHOWER TYPES AND R.O. DIMENSIONS FOR EACH P v UNIT LAYOUT, 5A. AT TYPE A UNITS AT CLOSETS: CLOTHES RODS AT 48" (MAX.) A.F.F., SHELVES BETWEEN 48" " 1 N DIMENSIONS AND UNIT WITH GENERAL CONTRACTOR. PROVIDE 4 FURRING WALL FOR TUB/SHOWER FAUCET WALL TYPICAL NOTES (MAX.) & 15" (MIN.) A.F.F. A PORTION OF EACH CLOSET SHALL ACCOMMODATE THE 48" MAX. REACH (PROVIDE 6" FURRING WALL WHERE INDICATED). SEE DETAILS 8-10/A10.1. AT SECOND FLOOR pj� RANGE FOR ROD AND SHELF. INSULATE JOISTS UNDER TUBS / SHOWERS AND AROUND DRAIN WITH FIBERGLASS INSULATION. LIVING 6A. ELECTRICAL PANEL WITHIN DWELLING UNIT TO BE WITHIN 15"-48" REACH RANGE PER ANSI 308. EXTEND GYPSUM CONCRETE BELOW TUB/SHOWER OR ADD ADDITIONAL LAYER OF 3/4" FLOOR » SHEATHING TO MAINTAIN 1-HOUR FLOOR CONSTRUCTION. 7A. CONTRACTOR TO VERIFY 40 MINIMUM CLEAR THROUGHOUT LENGTH OF KITCHEN BETWEEN AL OPPOSING APPLIANCES, CABINETS, ISLANDS, COUNTERTOPS AND WALLS WITH ACTUAL SPECIFIED 8. CONTRACTOR TO VERIFY 40" MINIMUM CLEAR TO FACE OF FINISH THROUGHOUT LENGTH OF KITCHEN KITCHEN O APPLIANCES AND COUNTERTOP DETAILS. BETWEEN ALL OPPOSING APPLIANCES, CABINETS, ISLANDS, COUNTERTOPS AND WALLS WITH ACTUAL II I BEDROOM 1 8A. AT "ICC/ANSI TYPE A" UNIT DASHED LINES INDICATE 30"x LENGTH OF TUB CLEAR FLOOR SPACE TO BE SPECIFIED APPLIANCES AND COUNTERTOP DETAILS. L - O CENTERED IN FRONT OF TUB/SHOWER. 9. LOW WALL AT SECOND FLOOR DECK PER DETAIL 9 & 10/A4.1 AND 6-A4.2. 10. DECK / PATIO TO BE FLUSH WITH FINISH FLOOR AT INTERIOR OF UNITS. PATIO SLOPE TO OUTSIDE AT 1% SLOPE (1.5% MAX.), SEE 2&5/A9.1 AND 10/A10.1. 11. ELECTRICAL PANELBOARD, SEE ELECTRICAL DRAWINGS. ELECTRICAL PANEL WITHIN DWELLING UNIT TO UNIT TYPE 2x2-1 BE WITHIN 15"-48" REACH RANGE PER ANSI 308. PARTIAL SECOND FLOOR PLAN 12. TYPE B UNITS: OUTLET LOCATION TO BE 25-1/2" (MAX.) REACH RANGE FROM FRONT OF COUNTERTOP OR RANGE. OUTLET EXTENDER CAN BE PROVIDED AT TENANT REQUEST AS REQUIRED TO PROVIDE 25-1/2" MAX REACH TO COUNTER OUTLET UNO, SEE 6-A6.0. (: 3jGALE: 1/4" = V-0° 13. TYPE A UNITS: OUTLET TO BE 24" MAX. REACH RANGE FROM FRONT OF COUTERTOP OR RANGE UNO, SEE 10-A6.OS & 14-A6.1 S. 34'-0" 34'-0" lo 12'-8" 10'-0" 1 V-4" 12'-8" 10'-0" 1 V-4" lo 10'-0" 1'-4' 10'-0" 0.114 lo x. 3'-8" 1 J 6'-0" 0o, 3'-0" 2'-6" 5'-0" 10, 2'-6" 2'-10" 5'-0" 11 3'-6" ol 3'-8" 11 6'-0" ol 3'-O" 2'-6" 5'-0" 2'-6" 1., 2'-10" 5'-0" 3'-6" le E E 1 OC 1ST FLR. A. DIMENSi N'S A EFFACE OF FOUNDATION AT FIRST FLOOR AND/OR FACE OF STUD U.O.N. ALL PROJECT OH 2ND FLR. O "CLR" OR "CLEAR" DIMENSIONS ARE FROM FACE OF FINISH. i o 0 o B. VERIFY ALL CABINET WALLS, CABINETS AND APPLIANCE DIMENSIONS HAVE REQUIRED CLEARANCES. = 1ST FLR. E1ST FLR. R R E E o R C. PROVIDE 2x SOLID WOOD BLOCKING IN WALLS FOR ALL CABINETRY, TOWEL HOOKS, PAPER OB 1ST FLR. OT<t> o o O O o , JUMP CREEK 3A i HOLDERS WALL DOOR STOPS ETC. �' OG 2ND FLR. 2ND FLR.OI OI 2ND FLR. O "' D. AT FIRST FLOOR UNITS: PROVIDE 2x SOLID WOOD BLOCKING IN WALLS FOR BATHROOM GRAB BAR DINING DINING MOUNTING AND HANDICAP HARDWARE AS REQUIRED BY FEDERAL FAIR HOUSING GUIDELINES. SEE 4-PLEXES BATH ELEVATIONS. i TYP' E. ANY THROUGH PENETRATION OR MEMBRANE PENETRATION OF FIRE-RESISTIVE CONSTRUCTION TO L v ❑ i o ❑ I R 6 FLUSH R FLUSH COMPLY WITH 2O18 IBC SECTION 714. TESTED AND LISTED ASSEMBLIES TO BE PROVIDED TO SLOPE 3A i � 1A A6.1 1B 10 SLy FIELD INSPECTOR. N. BLACK CAT ROAD & 3 � O 10 C_, 2A g _ = R = F. GYPSUM BOARD MATERIALS SHALL CONFORM TO THE APPROPRIATE STANDARDS LISTED IN 2018 IBC 1A R R �i TABLE 2506.2 AND 2018 IBC CHAPTER 35. GYPSUM BOARD MATERIALS SHALL BE ASSEMBLED W. MALTA DRIVE 40�MIN. CLR. PATIO 4A DECK O° ^ AND INSTALLED IN COMPLIANCE WITH THE APPROPRIATE STANDARDS LISTED IN 2018 IBC TABLE 6" 8 "' "' I R "' 2508.1 AND 2018 IBC CHAPTER 35. MERIDIAN, IDAHO 83646 � 2-10 I OC 1ST FLR. 6� REFR. �' ACCESSIBLE I I I I = K' O G. INSULATING MATERIALS, WHERE CONCEALED, INSTALLED IN BUILDINGS OF ANY TYPE OF MUTLETOUNT OH 2ND FLR. OUTLET I 40 MIN. CLR. C CONSTRUCTION, SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A LIVING MOUNTED I I � II I I I OUTLET I I i� WITHIN 1A FA 16� SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 AS DETERMINED BY ASTM E 84. I I I II I LIVING I WITHIN I I I K I 8 I I I 1 PANTRY O = CABINET 12 PANTRY 6 KITCHEN I H. ALL FIXTURES AND EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS CABINET ACCESSIBLE 2 22» - L �I CF�EN o I F OUTLET 3A o REQUIREMENTS, GENERAL CONTRACTORS REQUIREMENTS AND CONFORM TO ALL BUILDING CODES. O I j� MAX. 2 22" 0 I. AT ALL UNITS: TYP. _ O TYP. MAX. DW 7A RANGE THERMOSTATS, LIGHT SWITCHES & ELECTRICAL PANEL BOARDS SHALL HAVE 30" X 48" MIN. 04 10" W9 "IL - - -1 � 8,�6" CLEAR FLOOR SPACE IN FRONT OF THE FIXTURE AND THE OPERABLE ELEMENT SHALL BE DRAWING SET W6 N 8 6 W6 N W9 RANGE HOOD SWITCH, LOCATED BETWEEN +17" MIN. A.F.F. TO +47" MAX. A.F.F. VERIFY FLOOR FINISH. ACCESSIBLE OUTLET AGENCY REVIEW 3B ACCESSIBLE BEDROOM 1 0 36U BEDROOM 1 o R - OUTLETS AT +17" MIN. A.F.F. (VERIFY FINISH FLOOR) TO CENTERLINE OF LOWEST PLUG-IN A6.0 OUTLET O I I A6.1 I o0 R o "' - OUTLETS ABOVE COUNTERS AT 44" MAX. A.F.F. (VERIFY FINISH FLOOR) TO HIGHEST OVER SET■ 00 of L - - oo W D 0 THE COUNTER OUTLET. W�p H I 3C I 3 HW N 3F 12-14-20 �; 3 N - THE MINIMUM HEIGHT IS TO THE BOTTOM RECEPTACLE AND THE MAXIMUM HEIGHT IS TO As.o As.oAs.1 o THE TOP RECEPTACLE ON DUPLEX OUTLETS. 3A I 3A I J. ALL FIRST FLOOR UNITS EXCEPT "TYPE A" UNITS (AS REQUIRED BY THE 2015 INTERNATIONAL O O R o Z O I HALL 10 11 TYP a' W3 0 lA o 6 10A 11A ao BUILIDNG CODE) TO MEET THE REQUIREMENTS OF THE DEPARTMENT OF HOUSING AND URBAN SEAL W3 _I � � `o 8'-4" 6'-4" 2'-6" 0" 5 3 6-6" 3'-2" 5A 3'-3" 2'-1 DEVELOPMENT FAIR HOUSING ACCESSIBILITY GUIDELINES (DATED 3-6-91) AND THE REQUIREMENTS LICENSED `� U H 6 O `i U H HALL FOR "TYPE B" ACCESSIBLE UNITS PER THE 2018 INTERNATIONAL BUILDING CODE. OaRC alsECT o44 777 3 K. SEE SHEET A10.0 WALL TYPES FOR SPECIFIC WALL ASSEMBLIES. ALL INTERIOR PARTITIONS ARE 3 5 2LFA;: 24" 24� 7A o WALL TYPE "W8" U.O.N. LMAX. MAX. 6A FAU_ 8 UNTERTOP OUNTERTOP 8A �, 6A 1 f_. 1 5A L. CHANGES IN FLOOR LEVEL WITH HEIGHTS BETWEEN 1/4" AND 1 2" SHALL BE BEVELED WITH A O TH W H O / / I � � CLR. 3 5 N SLOPE NO GREATER THAN 1V:2H. LEVEL CHANGES GREATER THAN 1/2" ARE PROHIBITED. 00 I '_ „ '_ „ „ 2'-4" I$ATH 2 W'I'C' I co 0O Ilo '_ " ,-11 O '- „ 2,-4" MIN. I M. SEE SHEETS A0.4 A0.5 & A0.6 FOR ADDITIONAL INFORMATION ON ACCESSIBLE DWELLING UNIT I CV W9 I ivol F.O.F. 8A 5A As.1 3D REQUIREMENTS. Don Robert TeBeau I II A6.0 3E M L M L� -BATH�1 J '� STATE OF IDAHO W3 I 76 4 _! z 2A 3F W3 I 7C 4 2D A6.1 2B 1A 2' 0" 1'-6 3E N. ALL EXTERIOR WALLS ARE WALL TYPE W1 (PAINTED HARDBOARD SIDING) OR WALL TYPE W2 12-14-20 1 0 B A6.0 2DI I 2c 4A CLR F (VENEER STONE) U.O.N. ALL INTERIOR WALLS ARE WALL TYPE W8 U.O.N. This document is the property of THE ARCHITECTS =o ACCESSIBLE �MN• OFFICE, PLLC and is not to be duplicated without w I 6 SELF 2C OPT iV I 0. THE DRAWINGS INDICATE LOCATION, DIMENSIONS, AND TYPICAL DETAILS OF CONSTRUCTIONS. WORK 3D A6.0 3C A6.1 OUTLET written authorization. I I o, I I 1 p NOT SPECIFICALLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO THAT DETAILED. ALL DETAILS `D I BEDROOM 2 2Ao� 7 7 o ARE NOT SPECIFICALLY REFERENCED ON THE FLOOR PLANS, ROOF PLANS, ENLARGED PLANS AND © THE ARCHITECTS OFFICE, PLLC 1 2D A6.0 26 O O 1 1 5A BEDROOM 2 J CEILING PLANS. THE 1 RESPONSIBLE FOR ALLENERAL DETAILSCSSHOWN ON,THEBENTIRE4STORS AND ET OF DRAWINGSAL WEATHERIERS ARE OR NOT THEY 2C f ARE REFERENCED ON OTHER LOCATIONS WITHIN THE DRAWING SET. FILE DATE c 1 O P. 'A' UNITS AS SHOWN ON SHEET A3.1F - A3.7F ARE TO COMPLY WITH: DECEMBER 14, 2020 -"TYPE A„ UNITS AS REQUIRED BY THE 2018 INTERNATIONAL BUILDING CODE 0 2'-4" lo O O o 0 2'-4" -"TYPE B" UNITS AS REQUIRED BY THE 2018 INTERNATIONAL BUILDING CODE FILE NO. 3A N c�.�3 LEGEND 18-722 A3.0 DRAWN OC 1ST FLR. o O WALL CONSTRUCTION PER O UNIT DOOR NUMBER CALLOUT PER i i WALL TYPES. # SHEET A9.0. re) R OH 2ND FLR. ;e)❑ Roo 2x6 WALL PER WALL TYPE UNIT WINDOW NUMBER CALLOUT PERNJ NJ ❑ FOR PLUMBING OR VENT. T SHEET A9.0. REVISIONS PROVIDE SOLID BLOCKING WALL TYPE CALLOUT PER SHEET A10.0. IN WALLS PER INTERIOR �W SEE OVERALL FLOOR PLANS FOR 11/19/20 REVISIONS ol 3' 0" 5'-0" 3'-0" '-0' 3'-0" 2' 10" 3'-0" 1'-8" 3'-0" 5'-0" 3'-0" 3'-0" 1'-0" ELEVATIONS. COMMON AREA WALL TYPE CALLOUTS. 1-HOUR FIRE PARTITION 1ol 5'-5" 6'-1" UNIT PARTY WALL 4'-0" 2'-4" 1 V-0" 11 11'-6" ol 5'-2" 4'-0" 2'-4" 1 V-0" 1 V-6" 5-2" APARTMENT BUILDING UNIT AREAS UNIT TYPE 2x2-1 UNIT TYPE 2x1 -A IRST FLOOR PLAN 2-BEDROOM / 2-BATHROOM LOOR PLAN 2-BEDROOM / 1-BATHROOM UNIT No. No. BUILDING 2-1 PROJECT FLOOR UNIT FLOOR UNIT PATIO DECK TYPE BED BATH 1 2 T x 7 TOTAL AREA(E) AREA(F) AREA(G) AREA(H) AREA AREA Al SCALE: 1/4" = V-0" 1 2S ALE: 1/4" = V-0" "ICC/ANSI TYPE A"UNIT 2x1-A 2 1 1 0 1 1 1 922 1,009 992 1,072 72 2x2-1 2 2 2 2 4 27 27 922 1,009 992 1072 72 78 SHEET TOTALS 2 2 4 28 1 28 (E) AS MEASURED TO THE INSIDE FACE OF EXTERIOR WALLS NOT INCLUDING STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. (F) AS MEASURED TO THE I NSI DE FACE OF EXTERIOR WALLS I NCLUDING,STORAGE AND AREAS UNDER DECKS AND PATIOS. ■ (G) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS NOT INCLUDING STAIRWAYS,STORAGE AND AREAS UNDER CANOPIES, DECKS AND PATIOS. UNIT �] (H) AS MEASURED TO THE OUTSIDE FACE OF EXTERIOR WALLS INCLUDING,STORAGE AND AREAS UNDER DECKS AND PATIOS. ENLARGED UNIT PLANS GENERAL NOTES PRICE A. REFER TO CONSTRUCTION TYPES FOR ALL ROOF, WALL AND FLOOR CONSTRUCTION NOTES. SANDERS RHEES 28'-0"f 28'-0"f B. INSULATION IS NOT SHOWN IN BUILDING SECTIONS FOR CLARITY. INSULATION MAY ONLY BE RUBY TOP OF ROOF WTOP OF ROOF PARTIALLY SHOWN IN WALL SECTIONS OR DETAILS FOR CLARITY. REFER TO CONSTRUCTION TYPES TEBEAU R1 AND ENERGY CODE REPORTS FOR INSULATION LOCATIONS AND REQUIREMENTS. R2 C. BUILDING SECTIONS AND WALL SECTIONS INDICATE GENERAL BUILDING CONFIGURATION. STRUCTURAL ELEMENTS (BEAMS, JOISTS, TRUSSES, ETC.) ARE SHOWN SCHEMATIC ONLY. REFER TO z FRAMING PLANS FOR EXACT STRUCTURAL LOCATIONS, SIZES AND DIRECTION OF FRAMING MEMBER. THE ARCHITECTS OFFICE +19'—O 1 2" +19'-0 1 2" EXTERIOR FINISH MATERIALS (SIDING TYPES, LOCATIONS OF STONE VENEERS, LOCATIONS OF ACCENT TOP OF PLATE WTOP OF PLATE BANDS AND TRIMS) ARE SHOWN SCHEMATIC ONLY. REFER TO EXTERIOR BUILDING ELEVATIONS FOR 499 MAIN STREET (2 0 8) 3 4 3-2 9 31 EXTERIOR FINISH MATERIALS. FOR SPECIFIC NOTES AT DOOR AND WINDOW CONDITIONS REFER TO BOISE, IDAHO 83702 T A 0 I D A H 0.C 0 M I DOOR AND WINDOW SCHEDULES AND DETAILS. W8 I W4 W8 I D. SHADED AREA INDICATES ROOF TRUSSES PER STRUCTURAL ROOF FRAMING PLAN. FINAL ROOF W1 TRUSS LAYOUT IS TO BE DESIGNED BY THE GENERAL CONTRACTOR BY THE TRUSS MANUFACTURER F3 W1 F2 I W1 F2 I AND IS TO BE DESIGNED BY AN IDAHO LICENSED ENGINEER. TRUSSES PARALLEL TO THE SECTION +9'-11 3 8" +9'-11 3 8" CUT DO NOT SHOW INTERNAL STRUCTURAL TRUSS WEBS. REFER TO TRUSS MANUFACTURER SHOP SECOND FLOOR SECOND FLOOR DRAWINGS FOR TRUSS WEB LAYOUT. T.O. SHEATHING I0 T.O. SHEATHING 1 E. DOWNSPOUTS ARE NOT SHOWN IN BUILDING SECTIONS AND WALL SECTIONS. REFER TO BUILDING I I ELEVATIONS FOR LOCATIONS. W8 I W4 W8 I F. ALL VISIBLE EXTERIOR FLASHINGS TO BE PRE—FINISHED METAL (DARK BROWN) U.O.N. ALL W1 CONCEALED METAL FLASHING TO BE GALVANIZED METAL. ALL EXPOSED CAULKING NOT PAINTED TO 0'—O" W1 F1 I 0'-0" W2 F1 I MATCH ADJACENT MATERIAL FINISH COLOR. FIRST FLOOR FIRST FLOOR G. ALL TRIM TO BE CAULKED, PRIMED AND PAINTED. 1 A4.2 1 MA � H. SEE DETAILS 5 & 8-11/A4.3 FOR TYPICAL ENTRY CANOPY DETAILS. SIM. \ / SIM. \ / BUILDING TYPE 2-1A BUILDING TYPE 2-1A I. SEE 6-9/A4.2 FOR TYPICAL ENTRY COLUMN DETAILS. BUILDING SECTION BUILDING TYPE 2-1 B SIM. 2 BUILDING SECTION BUILDING TYPE 2-1 B SIM. J. SEE 10/A4.2 FOR TYPICAL DECK COLUMN DETAIL. SCALE: 1/8" = V-0" SCALE: 1/8" = V-0" LEGEND 28'-0"f 28'-0"f ROOF TYPE. ROOF TRUSS, SHOWN TOP OF ROOF R1 TOP OF ROOF ❑R SEE SHEET A10.0. SCHEMATIC ONLY. SEE R1 R3 STRUCTURAL DRAWINGS. oo WALL TYPE. / \ SEE SHEET A10.0. PROJECT ❑W FLOOR TYPE. +19'—O 1 2" I +19'-0 1 2" SEE SHEET A10.0. TOP OF PLATE W8 I W1 I TOP OF PLATE 1 W3 R2 JUMP CREEK LJ1 4-PLEXES W1 F2 I W2 W1 F2 1 +9'-11 3 8" +9'-11 3 8" SECOND FLOOR SECOND FLOOR T.D. SHEATHING w8 10 T.D. SHEATHING 1 W3 I N. BLACK CAT ROAD & ® I I W. MALTA DRIVE MERIDIAN, IDAHO 83646 W1 F1Ob 1 VV2 W1 F1 FIRST FLOOR FIRST FLOOR 12A4.11 2 A4.2 SEE DETAIL 4/1 FOR ENLARGED SECTION AT STAIRS SIM. SIM. \ / 3BUILDING SECTION BUILDING TY E 2Y1B SIM BUILDING SECTION BUILDING TY E 2Y1B SIM SCALE: 1/8" = V-0" 4 SCALE: 1/8" = V-0" DRAWING SET AGENCY REVIEW ,_ "� ,_ " R1 SET: TO 28 ° ° TOP OF ROOF TOP OF ROOF 12-14-20 I I SEAL_ I I I I LICENSED +19'—O 1 2" 1 +19'-0 1 2" 1 ARCHITECT TOP OF PLATE 1 I I TOP OF PLATE W8 1 1 I I 1 AR-985044 I I I I 1 ws w9 ws i W3 I I I W1 iws I I I I F2 I 1 +9'-11 3 8" tH F2 I +9'-11 3 8" SECOND FLOOR I SECOND FLOOR I Don Robert TeBeau T.O. SHEATHING I I I T.O. SHEATHING W8 I I I I STATE OF IDAHO 12-14-20 1 I I I I 1 This document is the property of THE ARCHITECTS W8 W9 W8 I W3 I I I W1 I W6 I I I OFFICE,PLLC and is not to be duplicated without 1 I I written authorization. 0'-0" W1 F1 I I I 0,-0" F1 I 1 I I ©THE ARCHITECTS OFFICE,PLLC FIRST FLOOR I FIRST FLOOR 2 A4.2 1 A4.1 3 A4.2 1 All FILE \ / SIM. \ / \ / SIM. \ / DATE BUILDING SECTION BUILDING TYPE 2 1B SIM BUILDING SECTION BUILDING TY E 2-1B SIM DECEMBER 14, 2020 FILE NO. 5SCALE: 1/8" = V-0" 6 SCALE: 1/8" = V-0" 18-722 A4.0 DRAWN 28'—O"f REVISIONS TOP OF ROOF I I I I +19'—O 1 2" TOP OF PLATE 11 W1 I W6 F2 +9'-11 3 8" SECOND FLOOR T.O. SHEATHING F3 I I w1 Iw6 I I I SHEET FIRST FLOOR 3 A4.2 \ 5 A4.1 \ SIM. - - - - -- ---/ BUILDING SECTION BUILDING TY E 2-1B SIM BUILDING TYPE 7SCALE: 1/8" = V-0" 2-1 SECTIONS KEYNOTES PRICE o,L28'-0"t ot 28'-0"f 1 7 1. ASPHALT SHINGLE RIDGE / HIP CAP. SEE ROOF PLAN FOR LOCATION AND TYPES OF ROOF ATTIC SANDERS TOP OF ROOF TOP OF ROOF VENTING. RHEES 2 2 4 2. ARCHITECTURAL LAMINATED FIBERGLASS ROOF SHINGLES. RUBY TEBEAU 3 16 3. 6 X 12 PAINTED WOOD CORBEL. 4. FASCIA: 5/4 X 8 PAINTED HARDBOARD. AT GABLE ENDS AND EAVES WITHOUT GUTTERS PROVIDE +19'-0 1 2" 5 1­0 1 2" 8 ADDITIONAL 1 X 4 PAINTED HARDBOARD AT TOP. PROVIDE PAINTED 5/16 HARDBOARD SOFFIT. THE ARCHITECTS OFFICE TOP OF PLATE r TOP OF PLATE PROVIDE PAINTED 5 16" HARDBOARD VENTED SOFFIT AT EAVES. FED �I 8 I 19 5. PRE-FINISHED METAL GUTTER AND DOWNSPOUT PER ROOF PLAN. FINAL LOCATION AND NUMBER 499 MAIN STREET 208 343 2931 9 13'-0" ii I 6 OF DOWNSPOUTS (SHOWN DASHED) TO BE DESIGN-BUILD BY THE GENERAL CONTRACTOR. PROVIDE BOISE, IDAHO 83702 T A 01 D A H 0.C 0 M 7 T.O. BEAM I 9 CONCRETE SPLASH BLOCK AT BASE. BOTTOM OF TRUSS 6. 5/4 X 12 PAINTED HARDBOARD SIDING TRIM. PROVIDE PREFINISHED ,Z, FLASHING AT TOP. +9'-11 3 8" till + I1 3 8" i 17 SECOND FLOOR ii II SECOND FLOOR i 7. 5/4 X 8 PAINTED HARDBOARD SIDING TRIM. PROVIDE PREFINISHED 'Z' FLASHING AT TOP. T.O. SHEATHING ii ii 17 T.O. SHEATHING i 12 -J�J=t 11E F= 8. 5/4 X 4 PAINTED HARDBOARD SIDING TRIM TYP. 8 14 9. VERTICAL BOARD & BATTEN STYLE SIDING: PANTED 4' X 10' X 5/16" HARDBOARD PANELS WITH o0 .10 0 II 23 15 PAINTED 1 X 2 HARDBOARD BATTENS AT 12" O.C. OR PAINTED 1 X 3 HARDBOARD BATTENS AT ii oo II 1 -4 O.C. of-on ii o0 PII , „ I FlRST FLOOR J� �� 24 FIRST FLOOR 24 10. HORIZONTAL LAP SIDING: PAINTED HARDBOARD LAPPED SIDING. 21 15 14 15 @-111 12 13 16 6 10 20 20 11. PROVIDE HORIZONTAL LAP SIDING AT STAIRWAYS (NOT SHOWN): PAINTED HARDBOARD LAP SIDING. 12. PAINTED HARDBOARD COLUMN. BUILDING TYPE 2-1 A B U I L D I N G TYPE 2-1 A 13. DECORATIVE EXTERIOR LIGHT FIXTURE. FRONT ELEVATION IGHT SIDE ELEVATION 14. STONE VENEER CAP. zi� CALE: 1/8" = 1'-O" Z� 2SALE: 1/8" = 1 -0" 15. STONE VENEER SIDING. 16. DOUBLE GLAZED VINYL FRAMED WINDOW PER WINDOW SCHEDULE WITH 5/4" X 4" PAINTED HARDBOARD TRIM. SEE WINDOW SCHEDULE DETAILS FOR FLASHING REQUIREMENTS. 17. EXTERIOR DOOR PER DOOR SCHEDULE WITH 5/4 X 4 PAINTED HARDBOARD TRIM. SEE DOOR 2 I"t 1 OIL 28'-O"f 16 5 SCHEDULE DETAILS FOR FLASHING REQUIREMENTS. TOP OF ROOF TOP OF ROOF 18. PAINTED STEEL STAIR STRUCTURE WITH PRE-CAST CONCRETE TREADS AND PAINTED STEEL 2 9 10 GUARDRAIL AND HANDRAIL. 19. DECK STRUCTURE PER DETAIL WITH CONCRETE TOP, PAINTED HARDBOARD CEILING, PAINTED 3 8 HARDBOARD TRIMS AND HARDBOARD SIDING AT LOW WALL GUARDRAIL. PROJECT 20. FIRE SPRINKLER RISER CLOSET WITH ASPHALT SHINGLE ROOF WITH PRE-FINISHED METAL +19'-0 1 2" 7 +19'-0 1 2" 1 FLASHINGS, 1 x PAINTED HARDBOARD FASCIA, SIDING AND TRIMS AND PAINTED INSULATED METAL TOP OF PLATE , 10 TOP OF PLATE 2 DOOR. VERIFY WITH SITE PLAN FOR LOCATION of CLOSET. SOME BUILDINGS HAVE THE RISER ii I II I CLOSET ON THE OPPOSITE SIDE. II 12 II 5 UMP CREEK 21. WALL MOUNT ELECTRICAL PANEL LOCATION. VERIFY WITH SITE PLAN FOR LOCATION OF ELECTRICAL J ii I II PANELS. SOME BUILDINGS HAVE THE ELECTRICAL PANELS ON THE OPPOSITE SIDE ii II 19 12 22. GAS METER LOCATION. 4-PLEXES +9 -11 3 8 ii II 6 +9 -11 3 8 li 13 SECOND FLOOR I SECOND FLOOR I ii 23. EXPOSED CONCRETE FOUNDATION WALL. T.O. SHEATHING T.O. SHEATHING ii 14 24. FINISH GRADE, SLOPE AWAY FROM BUILDING AT 2% MIN. SEE GRADING PLAN. IE 12 ■ I' 15 N. BLACK CAT ROAD &AE� I II I I 23 23 W. MALTA DRIVE o'-o" 24 1 24 MERIDIAN, IDAHO 83646 FIRST FLOOR J� FIRST FLOOR 10 6 16 14 15 9 7 10 6 21 10 GENERAL NOTES BUILDING TYPE 2-1 A BUILDING TYPE 2-1 A A. ALL NOTES ON ELEVATIONS ARE TYPICAL AND APPLY TO ALL ELEVATIONS. REAR ELEVATION LEFT SIDE ELEVATION B. REFER TO CONSTRUCTION TYPE DETAILS (SHEETS A10.0 AND A10.1) AND SPECIFICATIONS FOR ADDITIONAL EXTERIOR FINISH MATERIAL NOTES. 3SCALE: 1/8" = 1'-O" 4S 'ALE: 1/8" = V-0" C. ALL VISIBLE EXTERIOR FLASHINGS To BE PRE-FINISHED METAL (DARK BROWN) U.O.N. ALL CONCEALED METAL FLASHING TO BE GALVANIZED METAL. ALL EXPOSED CAULKING NOT PAINTED To DRAWING SET MATCH ADJACENT MATERIAL FINISH COLOR. AGENCY REVIEW UNIT 2X1-A: NO BATHROOM WINDOW D. SUB-CONTRACTORS TO PROVIDE 12" X 12" MIN. SAMPLE OF ALL FINISH MATERIALS FOR OWNER'S OL 28'-0"t AT THIS LOCATION 1 28'-0"f 9 1 REVIEW AND ACCEPTANCE PRIOR To CONSTRUCTION. SET: TOP OF ROOF TOP OF ROOF E. VERIFY ALL FINISH MATERIAL SELECTION AND COLORS WITH OWNER PRIOR To ORDERING AND 2 4 2 INSTALLATION. 12-14-20 F. OWNER OPTION: HARDBOARD SIDING AND TRIMS TO BE ENGINEERED HARDBOARD OR FIBER CEMENT 4 5 SIDING AND TRIMS. ALL SIDING AND TRIMS TO BE CAULKED, PRIMED (OR PRE-PRIMED) AND PAINTED. +19'-0 1 2" 5 +P OF 1 2" 8 G. ALL UTILITIES TO BE SCREENED OR BELOW GRADE. COORDINATE WITH MECHANICAL DRAWINGS AS SEAL TOP OF PLATE � � � � � ii g TOP OF PLATE � � 16 REQUIRED. ucENSED ARCHITECT it 9 19 H. ALL FINISH MATERIALS To BE INSTALLED PER MANUFACTURER SPECIFICATIONS, IBC REQUIREMENTS AR-985044 it 13'-0" ii AND PER GENERALLY ACCEPTED CONSTRUCTION PRACTICES. 7 0I BEAM BOTTOM OF TRUSS I +9'-11 3 8" 10 +9'-11 3 8" ii 17 SECOND FLOOR II SECOND FLOOR T.O. SHEATHING ii 17 T.O. SHEATHING ii 12 I I I I Don Robert TeBeau II 8 I © 10 STATE OF IDAHO 00 II 12-14-20 o°0 0 II 23 23 This document is the property of THE ARCHITECTS 00 II OFFICE,PLLC and is not to be duplicated without 0'-0" oo 24 0'-0" 24 written authorization. ILIFIRST FLOOR FIRST FLOOR ©THE ARCHITECTS OFFICE,PLLC 21 (6)-1 (10)--' 14 15 18 11 12 13 16 14 15 20 20 FILE BUILDING TYPE 2-1 B BUILDING TYPE 2-1 B BATE DECEMBER 14, 2020 1 FRONT ELEVATION 1 IGHT SIDE ELEVATION FILE N0. CALE: 1/8" = 1'-0" 6SCALE: 1/8" = 1'-0" 18-722 A5.0 DRAWN OL 28'-0"f 1 28'-0"f 16 5 TOP OF ROOF TOP OF ROOF 2 9 10 REVISIONS 4 4 14 11/19/20 REVISIONS +19'-0 1 2" 5 +19'-0 1 2" 1 TOP OF PLATE I I 10 WTOP OF PLATE 2 J I I 12 • 5 111:1 , El E 19 12 +9'-11 3 8" 6 111 3 8" Lii 13 SECOND FLOOR SECOND FLOOR T.O. SHEATHING 16 T.O. SHEATHING i 14 I� 12 © ' 15 I If 23 23 I SHEET 0'-0" Li 24 FIRST FLOOR FlRST FLOOR 14 1 9 7 10 7 10 21 15 BUILDING TYPE 2-1 B BUILDING TYPE 2-1 B A5m 7 REAR ELEVATION SIDE ELEVATION BUILDING TYPE 2-1 SCALE: 1/8" = 1'-0" 0EFT 8SCALE: 1/8" = 1 -0" EXTERIOR ELEVATIONS r le 33" 18" le 30" 21" 34" KEYNOTES ® PRICE 24"DEEP CABIN 6 6 12 29" 6 19 6 v 1. PLASTIC LAMINATE COUNTERTOP 1-1/2" NOSING AND 4" HIGH BACK-SPLASH AT WALL. SANDERS 6 7 � 11 21 21 RHEES SIM. / N � 17 2. DOUBLE SINK WITH MIXING VALVE FAUCET. RUBY 13 22 27 19 m 17 23 3. GARBAGE DISPOSAL. TEBEAU 1 10 �. I I I I _ R M o M 35 4" 26 " MAX. 6" MAX. 4. DISHWASHER, VERIFY ROUGH-IN REQUIREMENTS. °oo LAIC AVE o �� R 48" MIN. 25 IN.24" PANTR REFPoGERATOR �� 7 �24- 125. EXTEND GWB HALF WALL TO SIDE OF KITCHEN CABINETRY. Z 11* CABI ET 2 1 �' 34 1 �� 00 0 M ' 17 SO `�' MAX. MIN. MAX. 1$ MNp 6. PROVIDE GWB SOFFIT ABOVE TO CONCEAL MECHANICAL DUCTS PER DETAIL 7 A7.0 SIM. ADJUST TH E ARCHITECTS OFFICE 00 -0 ° �' % SOFFIT DEPTH AS REQUIRED. AT SIM. SOFFIT TO BE AS SMALL AS POSSIBLE. � . 499 MAIN STREET (208) 343 2931 7 BOIS IDAHO 83702 T A 0 I D A H 0 C 0 M E, 24 WASHES DISP _ _ _ _ M M M RANGE HOOD/MICROWAVE OVEN COMBINATION. _ M CD V R R X R o to M `�¢� r`i o 8. 30" RANGE. M M A 4 3 B 9 8 A B 14 15 16 27 20 18 C27 18 p 9. REFRIGERATOR, VERIFY ROUGH-IN REQUIREMENTS. 24" 24" 36" 18" 33" 18" 30" CLR. 21" 12" 24" 12" 15" 18" 32" e 60" 32" 10. FINISHED CABINET SIDE. " CLR. CLR. ol 11. LIGHT, SEE ELECTRICAL. 48 LAIN.AT W aY z z� LATER FROM FUR WALL NOT TUB 12. MIRROR, 3/16" POLISHED PLATE GLASS WITH GROUND EDGES. INSTALL WITH CHROME MIRROR SEE 8410.1 CLIPS. MIRROR SIZES AS SHOWN, (MATCH VANITY LENGTH). BOTTOM EDGE OF REFLECTING SURFACE 2x2-1 KITCHEN ELEVATIONS NIT 2x2-1 BATHROOM ELEVATIONS TO BE 40" MAX. A.F.F. 13. PLASTIC LAMINATE VANITY COUNTERTOP, 1-1/2" NOSING AND 4" HIGH BACK-SPLASH AT WALL. (VJNIT LE: MASTER BATH OPP. 1/4" = V-0" ICC/ANSI"TYPE B"UNIT AT FIRST FLOOR GALE: 1/4" = V-0" ICC/ANSI"TYPE B"UNIT AT FIRST FLOOR 14. LAVATORY AND FAUCET. 15. TOILET TISSUE DISPENSER, SURFACE MOUNTED TO SIDE OF CABINET, 19" A.F.F. MIN. 33 6 6 16. STANDARD HEIGHT TOILET. 18" 12" 17. ONE-PIECE FIBERGLASS TUB-SHOWER UNIT WITH INTEGRAL WOOD BLOCKING (AT FIRST FLOOR 000R OPENING 000R OPENING DOOR oPI'INI _ R&S 18. INTEGRAL WOOD BLOCKING LOCATION IN FIBERGLASS TUB-SHOWER UNIT (AT FIRST FLOOR ONLY) FR&S-1 30 F I R&S DOOR OPENING UNITS ONLY) FOR GRAB BARS. R&S DRYE04 R N 28 FOR GRAB BARS. 28 W a 28 19. SHOWER HEAD MOUNTED AT 6'-4". 0 .. . 0 N R&S 20. SHOWER FAUCET CONTROL. 'v 28 HEATER = R&S o it 21. SHOWER CURTAIN ROD, CHROME PLATED STEEL. WASHER � W R ) 28 N 22. PROVIDE 2X12 WOOD BACKING BEHIND WALL FINISH SECURED TO STUDS IN AREAS SHOWN HATCHED (AT FIRST FLOOR ONLY FOR GRAB BARS). 29 PROJECT 23. ROBE HOOK, MOUNTED AT +5'-0" MAX TO TOP OF HOOK. PROVIDE 2X WOOD BACKING BEHIND A COAT B LAUNDRY C WATER HEATER D BEDROOM 2 CLOSET E WALK-IN CLOSET F WALK-IN CLOSET WALL FINISH SECURED TO STUDS. 24. 24" TOWEL BAR, MOUNTED AT +4'-0". PROVIDE 2X WOOD BACKING BEHIND WALL FINISH SECURED TO STUDS JUMP CREEK IT 2x2-1 C L 0 S ET E L EVAT I 0 N S 25. 12� GRAB BAR LOCATION (FUTURE BY OWNER). AT FIRST FLOOR ONLY." 26. 18 GRAB BAR LOCATION (FUTURE BY OWNER). MOUNTED 3 MIN. - 6 MAX. ABOVE HORIZONTAL. 4-P L E X E S 43CAL!E: 1/4" = V-0" ICC/ANSI"TYPE B"UNIT AT FIRST FLOOR BAR. AT FIRST FLOOR ONLY. 27. 24" GRAB BAR LOCATION (FUTURE BY OWNER). AT FIRST FLOOR ONLY. 28. CLOSET ROD AND 12 INCH SHELF. PROVIDE ROD SUPPORT AT 4'-0" O.C. MAX. OWNER OPTION: N. BLACK CAT ROAD & PROVIDE WIRE SHELVING SYSTEM OR PAINTED MDF. NOTE: DETAIL SHALL BE USED AT ALL TUB / SHOWER UNIT LOCATIONS WHERE GAB BARS ARE TO BE INSTALLED IF TUB/SHOWER UNIT IS NOT PROVIDED 29. 15 INCH CLOSET SHELVING. OWNER OPTION: PROVIDE WIRE SHELVING SYSTEM OR PAINTED MDF. W. MALTA DRIVE INTEGRAL BLOCKING RATED FOR GRAB BAR ATTACHMENT WITH A STRUCTURAL 30. ADJUSTABLE UTILITY SHELVING: (3) 15" DEEP SHELVES. USE MANUFACTURERS ADJUSTABLE SHELF MERIDIAN, IDAHO 83646 STRENGTH FOR A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS APPLIED AT STANDARD SYSTEM AND SUPPORT BRACKETS. ANCHOR TO STUDS OR SOLID BLOCKING IN WALL. ANY POINT OF THE GRAB BAR 25-1/2" MAX. AT 'TYPE B' UNITS OWNER OPTION: PROVIDE WIRE SHELVING SYSTEM OR PAINTED MDF. UP ol 24" MAX. AT 'TYPE A' UNITS 31. FIXED PAINTED MDF SHELVING OR FIXED MELAMINE SHELVING. CENTERLINE OF a HIGHEST PLUG-IN OR li 32. NOT USED. FIBERGLASS TUB/SHOWER UNIT WALL OPERABLE PART W Uj Z 33. PROVIDE STACKED WASHER/DRYER UNIT. LOCATE PLUMBING AND VENT CONNECTIONS AS SIDE 2x WOOD BLOCKING SECURELY NAILED o WALL SUCH THAT CONNECTION CAN BE MADE WHEN WASHER/DRYER UNIT IS IN PLACE. TO AJACENT STUDS TOP OF TYPICAL AT ALL 'TYPE 6' DWELLING FILLER BLOCK TO BE ATTACHED TO COUNTERTOP UNITS: OUTLET LOCATION TO BE 34. FINISHED CABINET END PANEL. SHOWER WAIL WITH CONSTRUCTION PLASTIC LAMINATE c2 25-1/2" (MAX.) REACH RANGE FROM 35. HAND TOWEL BAR. DRAWING SET N �' 1 -4 U.N.O. 0 o ADHESIVE. FILLER BLOCK TO BE CUT COUNTERTOP ON 3/4" , FRONT OF COUNTERTOP OR RANGE . AGENCY REVIEW TO FIT SNUGLY IN THE SPACE HIGH DENSITY _ OUTLET EXTENDER CAN BE PROVIDED AT ¢�J•.I al BETWEEN THE STUDS AND THE PARTICLE BOARD W TENANT REQUEST AS REQUIRED TO W SHOWER WALL. THE FILLER BLOCKING m PROVIDE 25-1/2" MAX. REACH RANGE SET: 0 0 MUST CONTACT THE PLASTIC PANEL 36 A.F.F. w TO COUNTER OUTLET OR SWITCH. I� W AND THE WOOD BLOCKING BETWEEN 33-1/2 A.F.F. Q 12-14-20 z ? THE STUDS OVER THE ENTIRE "TYPE-A" UNITS TYPICAL AT ALL TYPE A DWELLING UJI w REINFORCED AREA a UNITS OUTLET LOCATION TO BE 24" UJIN (MAX.) FROM FRONT OF COUNTERTOP OR FACE OF STUD AT WALL BEHIND THE �v RANGE. OUTLET EXTENDER TO BE TUB/SHOWER UNIT 1X2 EDGE M \ PROVIDED AS REQUIRED TO PROVIDE 24" SEAL CORBELS AT 4'-0" MAX. REACH RANGE TO COUNTER OUTLET LICENSED cal OR SWITCH. ARCHITECT O.C. AS REQ'D, WOOD AR-985044 F.F. TO MATCH CABINETS. 4 TUB/SHOWER REINFORCING COUNTER DETAIL TYPICAL KITCHEN CABINET SECTION SCALE:3" = 14" 5 SCALE: 1-1/2" = V-0" 6 SCALE:3/4" = V-0" Don Robert TeBeau STATE OF IDAHO 12-14-20 This document is the property of THE ARCHITECTS OFFICE, PLLC and is not to be duplicated without GENERALNOTES ©tten THE ARCHITECTS OFFICE, PLLC A. PROVIDE 2x SOLID WOOD BLOCKING IN WALLS AT TOWEL HOOKS, PAPER HOLDERS, GLUE ON WALL FILE DOOR STOPS, CABINETS AND HANDICAP HARDWARE AS REQUIRED. SEE INTERIOR ELEVATIONS. DATE B. VERIFY ALL CABINET WAILS, CABINETS AND APPLIANCE DIMENSIONS HAVE REQUIRED CLEARANCES. DECEMBER 14, 2020 C. ALL DIMENSIONS ARE TO FACE OF FINISH (FOF) UNLESS OTHERWISE NOTED. FILE NO. D. ALL FIXTURES AND EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS 18-722 A6.0 REQUIREMENTS, GENERAL CONTRACTORS REQUIREMENTS AND CONFORM TO ALL BUILDING CODES. E. AT ALL UNITS: DRAWN - LIGHT SWITCHES & THERMOSTATS AT 48" MAX., TO TOP OF OPERABLE PARTS (VERIFY FINISH FLOOR). - OUTLETS AT +15" MIN. A.F.F. (VERIFY FINISH FLOOR) TO CENTERLINE OF LOWEST PLUG-IN. REVISIONS - OUTLETS ABOVE COUNTERS AT 44" MAX. A.F.F. (VERIFY FINISH FLOOR) TO HIGHEST OVER THE COUNTER OUTLET. 11/19/20 REVISIONS F. THE MINIMUM HEIGHT IS TO THE BOTTOM RECEPTACLE AND THE MAXIMUM HEIGHT IS TO THE TOP RECEPTACLE ON DUPLEX OUTLETS. G. ALL DWELLING UNITS TO MEET THE REQUIREMENTS OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT FAIR HOUSING ACCESSIBILITY GUIDELINES (DATED 3-6-91) AND ICC/ANSI A117.1-2009. H. BATHROOM ACCESSORY FINISH TO BE APPROVED BY OWNER. I. SEE SHEET A10.0 WALL TYPES FOR SPECIFIC WAIL ASSEMBLIES. J. ALL KITCHEN LOWER CABINETS ARE 24" DEEP (NOMINAL). ALL KITCHEN UPPER CABINETS ARE 12" DEEP (NOMINAL). ALL BATHROOM VANITY CABINETS AT 21" DEEP (NOMINAL). K. ALL FIRST FLOOR GALLEY KITCHENS TO PROVIDE 40" MIN. CLR. BETWEEN ALL OPPOSING APPLIANCES (INCLUDING AT PULL HANDLES), CABINETS, ISLANDS, COUNTERTOPS AND WALLS WITH ACTUAL SPECIFIED APPLIANCES AND COUNTERTOP DETAILS. SHEET A6mO INTERIOR ELEVATIONS 2'-9" 33" 30" 12"oe- 25 KEYNOTES PRICE 24"DEEP CABINET 41 41 27 41 16 15 13 41 1. PLASTIC LAMINATE COUNTERTOP, 1-1/2" NOSING AND 4" HIGH BACK-SPLASH AT WALL SANDERS 41 41 9 2. ICC/ANSI COMPLIANT KITCHEN SINK: 6-1/2" MAX DEEP WITH RIM OF SINK AT 34" MAX. A.F.F. SINK DRAIN TO BE RHEES 13 25 23 28 6" LOCATED AT THE REAR OF SINK. RUBY 9 29 4" MAX. 23 3. GARBAGE DISPOSAL, INSULATE WATER & DRAIN PIPES AND LOCATE OUTSIDE OF THE REQUIRED KNEE AND TOE CLEARANCE. TEBEAU � � 31 = 14 " " 40 44" " " 36" 24" 27 4. SINK CABINET TO HAVE REMOVABLE FACE AND BASE TO ALLOW A 36" MIN. WIDE CLEARANCE UNDER COUNTER PER DETAIL C 1 6 lo 4'-p" 42 MIN. 12 28 MIN. �, �� I 5/A6.1. PROVIDE FINISHED PERMANENT CABINET SIDE PANELS. BACK WALL TO BE FINISHED. EXTEND FLOORING AND i o o ^ HOOD 1,-p„ 2'-0" 2'-0 29-0" \� DO)TH COUNTERTOP 38 M N BASE TO THE WALL. 2" MAX. THICKNESS COUNTER TOP & SUPPORTS. " TH I ARCHITECTS OFFICE o � � a 17 DB'fll � � ,¢ ,¢ 13 co 0 MAX. MIN. MAX. 00 38 0- 35 17 I 5. WORK SURFACE LOWER CABINET TO HAVE REMOVABLE FACE AND BASE TO ALLOW MIN. 30 WIDE CLEARANCE UNDER _ � COUNTER PER DETAIL 6/A6.1. DRAWER UNITS CAN REMAIN IF OUTSIDE THE KNEE & TOE CLEAI�ANCE. PROVIDE FINISHED 499 MAIN STREET (2 0 8) 3 4 3-2 9 31 ° _ _ _ �Z 22 = " BOISE, IDAHO 83702 T A 0 I D A H 0.C 0 M oY - DBL. SINK I � 38 iv ~N - DISH 10 REFRIGERATOR N cn _ CID �� TOP OF N oY PERMANENT CABINET SIDE PANELS. BACK WALL TO BE FINISHED. EXTEND FLOORING AND BASE TO THE WALL. 2 MAX. W I ROWA DROP-IN 1` V `� SEAT in o P RANGE j ' - = h M o rn _ o = = o 4o = o THICKNESS COUNTER TOP & SUPPORTS. � M '' '� ,�, 30 ' ' `�' 6. ACCESSIBLE DISHWASHER, SIZED TO FIT 33-1/2' HIGH COUNTERTOP. .7i6 3 4 12 5 11 39 20 z 21 Q z 2p 21 18 19 26 7. PROVIDE BLOCKING FOR FUTURE INSTALLATION OF FOLD-DOWN SHOWER SEAT AS REQ'D. " " o� N 1'-6" 1'-g" 36"MIN. CUR. 2'-p" 2'-p" 8. INTEGRAL REINFORCING FOR FUTURE INSTALLATION OF FOLD-DOWN SHOWER SEAT. 18 24 39 21 33 CUR. 2-9 31-1/4 12 36 MIN. CLR. 30" MIN. CLR. VERIFY 7"-9" _ _z_ CLR. CLR. SIDE PANEL OF CABINET TO BE PROFILED TO PROVIDE 9. RANGE HOOD WITH WALL MOUNTED SWITCH. SWITCH TO BE PLACED AT +44' A.F.F. MAX. A B A B � o¢ C DXTLY COUNT R SIDE PANEL OF CABINET TO BE PROFILED TO PROVIDE D MIN. KNEE AND TOE CLEARANCE PER 1-A6.1 10. COUNTER TOP MICROWAVE OVEN. MIN. KNEE AND TOE CLEARANCE PER 1-A6.1 NIT TYPE 2 x 1 -A KITCHEN E L E VAT I O N S ' NIT 2 x 1 -A BATHROOM ELEVATIONS 30" ACCESSIBLE DROP-IN RANGE WITH FRONT CONTROLS (SELF-CLEANING), VERIFY ROUGH-IN REQUIREMENTS. PROVIDE CABINET TRIM AS REQUIRED. ZSCALE: 1/4" = V-0" ICC/ANSI"TYPE A"UNIT CALE: 1/4" = V-0" ICC/ANSI"TYPE A"UNIT 12. ACCESSIBLE REFRIGERATOR, 50% OF FREEZER SPACE TO BE BELOW 54" AFF. VERIFY ROUGH-IN REQUIREMENTS. 13. FINISHED CABINET SIDE, TYP. 14. PANTRY CABINET. 6 6 15. LIGHT, SEE ELECTRICAL. 24„ 16. MIRROR, 3/16" POLISHED PLATE GLASS WITH GROUND EDGES. INSTALL WITH CHROME MIRROR CUPS. MIRROR SIZES AS SHOWN, (MATCH VANITY LENGTH). AT "TYPE A" UNITS BOTTOM EDGE OF REFLECTING SURFACE TO BE 40" MAX. A.F.F. DOOR OPENING DOOR OPENING DOOR OPENING R&S DOOR OPENING 17. PLASTIC LAMINATE VANITY COUNTERTOP, 1-1/2" NOSING AND 4" HIGH BACK-SPLASH AT WAIL. 55 R&S R&S 18. ACCESSIBLE LAVATORY AND FAUCET WITH HOT WATER AND DRAIN PIPES INSULATED. 1 SHELF 12"SHELF 28 N 19. VANITY CABINET TO HAVE REMOVABLE FACE AND BASE TO ALLOW A 36" MIN. WIDE CLEARANCE CENTERED UNDER THE SINK R&S R24OSHEEBFE 28 28 AND TO ALLOW 36" TURN AROUND CLEARANCE (BETWEEN CABINET SIDE AND TOILET) UNDER THE COUNTERTOP. SEE WATER DETAIL 7/A6.1. PROVIDE FINISHED PERMANENT CABINET SIDE PANEL. BACK WALL TO BE FINISHED AND FINISH FLOOR AND °° °°° °° ^ R&S ^ R&S HEATER BASE TO EXTEND TO THE WAIL. ® = 20. TOILET TISSUE DISPENSER, SURFACE MOUNTED, CHROME PLATED. AT TYPE 'A' UNITS TOILET TISSUE DISPENSER TO BE 04 MOUNTED 7"-9" PAST FRONT OF TOILET AND 19" A.F.F. MIN. 29 "' 21. ACCESSIBLE HEIGHT TOILET WITH FLUSH LEVER ON VANITY SIDE OF TOILET SPACE. TOILET SEAT HEIGHT TO BE 17" MIN. PROJECT AND 19" MAX. AFF. 57 � 57 22. 18" GRAB BAR. A COAT B LAUNDRY C BEDROOM 2 CLOSET D WALK-IN CLOSET E WALK-IN CLOSET f WATER HEATER 23. ACCESSIBLE ONE-PIECE FIBERGLASS TUB/SHOWER UNIT WITH INTEGRAL WOOD BLOCKING FOR GRAB BARS. CONTRACTOR TO ENSURE THAT SOAP LEDGES & TOWEL BARS DO NOT COMPROMISE CLEARANCE FOR GRAB BAR PLACEMENT. SET UNIT IN JUMP CREEK MORTAR BASE. NIT 2x1 -A CLOSET ELEVATIONS 24. NOT USED. " 4-PLEXES 25. ADA COMPLIANT SHOWER SPRAY UNIT W/60 MIN. LONG HOSE THAT CAN BE USED AS A FIXED SHOWER OR A HAND HELD SCALE: 1/4" - 14" ICC/ANSI"TYPE A°UNIT SHOWER. THE HAND SHOWER SHALL HAVE CONTROLS WITH A NON-POSITIVE SHUT-OFF FEATURE. AN ADUSTABLE-HEIGHT SHOWER HEAD MOUNTED ON A VERTICAL BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF GRAB BARS. ACCESSIBLE SHOWER/WATER A.F.F. A O ST POSITION..CONTROLS ANSI INSTALL AS REQUIRED, VERTICAL BAR TO PROVIDE THE SHOWERHEAD GRIP AT 48" MAX. A.F N, BLACK CAT ROAD & 26. SHOWER FAUCET CONTROL AREA PER ACCESSIBILITY STANDARDS. W. MALTA DRIVE AT WORK SPACE LOCATIONS ACCESSIBLE ICC-ANSI / ADA COMPLIANT SINK AND FAUCET. 27. SHOWER CURTAIN ROD, CHROME PLATED STEEL OUTLET LOCATION TO BE 25 (MAX.) MERIDIAN, IDAHO 83646 REACH RANGE FROM FRONT OF CONTINUOUS PERMANENT PLASTIC LAMINATE 28. PROVIDE 10' (U.N.O.) WOOD BACKING BEHIND WALL FINISH SECURED TO STUDS IN AREAS SHOWN HATCHED FOR GRAB BAR ICC-ANSI / ADA COMPLIANT SINK AND FAUCET. COUNTERTOP OR RANGE . OUTLET COUNTERTOP, NOSING AND SPLASH. ATTACHMENT. SINK DEPTH TO BE 6-1/2" MAX. WITH DRAINS EXTENDER CAN BE PROVIDED AS CABINET FACE PANEL. 29. 24" TOWEL BAR, MOUNTED AT +4'-0' MAX. A.F.F. PROVIDE 2X WOOD BACKING BEHIND WALL FINISH SECURED TO STUDS. LOCATED AT THE REAR OF SINK. REQUIRED TO PROVIDE 25" MAX. REACH 30. 24" GRAB BAR. IC-4 CONTINUOUSPERMANENT PLASTIC LAMINATE RANGE TO COUNTER OUTLET. OUTLET TO ALL PLUMBING BELOW TO BE LOCATED OUTSIDE OF COUNTERTOP AND NOSING. 2,-1 (MAX) 44" MAX. AFF C14 THE KNEE/TOE CLEARANCE. PROVIDE ICC-ANSI /ADA 31. 42" GRAB BAR. CONTINUOUS PERMANENT PLASTIC Y COMPLIANT PIPE PROTECTION. 32. INTEGRAL REINFORCING AS REQUIRED FOR INSTALLATION OF GRAB BARS. 48' GRAB BAR REQUIRED. CABINET FACE PANEL. LAMINATE COUNTERTOP AND NOSING. o N ANGLE BRACKET AT END OF COUNTERTOP AS NOTED 8 33. 12" WIDE CLOSET SHELVING AND ROD. PROVIDE ROD SUPPORT AT 2'-8" O.C. MAX. CLOSET SHELVING TO BE PAINTED a z DISPOSAL (IF PROVIDED) AND ALL PLUMBING TO CABINET FACE PANEL OR OPTIONAL o ON CABINET ELEVATIONS o � z MIN. HIGH DENSITY WOOD SHELVING W/ RODS AND SUPPORT BRACKET. AT "TYPE A" UNITS PROVIDE HALF OF CLOSET WITH DRAWING SET 8" BE LOCATED OUTSIDE OF THE KNEE/TOE DRAWER UNIT. " Ld o a N o_ REMOVABLE CABINET DOORS, BOTTOM SHELF/TOE KICK SHELF & ROD MOUNTED AT AT +48 MAX. A.F.F. MAX. ,,� CLEARANCE. PROVIDE ICC-ANSI ADA o ( ) AGENCY REVIEW MIN. z �c, � " REMOVABLE BASE CABINET. CABINET � � AND OPEN CABINET SIDE. CABINET CAVITY TO BE " " z COMPLIANT PIPE PROTECTION. 8 Q 34. 16 WIDE U.N.O. 12 TOP SHELF WOOD SHELVING WITH 1X2 PAINTED WOOD CLEATS AS REQUIRED. SHELVING TO BE oF o w CAVITY TO BE FINISHED INCLUDING SIDES FINISHED INCLUDING SIDES OF ADJACENT CABINETS o z MIN. "' OF ADJACENT CABINETS AND BACK WALL. C14 �" PAINTED HIGH DENSITY WD. SHELVING. a t REMOVABLE CABINET DOORS, BOTTOM z Z AND BACK WALL. EXTEND FLOORING AND WALL BASE SET _ -C-4 "�' SHELF/TOE KICK. CABINET CAVITY TO BE o� z_ EXTEND FLOORING AND BASE INTO rn o INTO SINK BASE CAVITY. INSTALL REMOVABLE FRONT 35. 36" GRAB BAR. ■ b. FINISHED INCLUDING SIDES OF ADJACENT Q CABINET CAVITY. INSTALL REMOVABLE i z 261 EHDOOR/BOTTOM SHELF/TOE KICK/OPEN CABINET SIDE 36. LAUNDRY CLOSET SHELVES: 12' WIDE UPPER SHELF, 16" WIDE LOWER SHELF. 24" DEEP REMOVEABLE SHELF AT TYPE A 12-1 -2 O rn o CABINETS AND BACK WALL. EXTEND FLOORING N o BASE CABINET. IF CABINET IS REMOVED, `�' "' N "J CABINETRY. i Z AND WALL BASE INTO SINK BASE CAVITY. C INSTALL OPTIONAL CABINET FACE PANEL 6UNITS, PROVIDE SUPPORT BRACKETS AT 2-8 o.c. MAX. N OR OPTIONAL DRAWER UNIT. DASHED LINE INDICATES CLEAR KNEE AND TOE 37. WASHER AND DRYER TO MEET ACCESSIBILITY REQUIREMENTS OF ICC/ANSI A117.1-2009 SECTION 611. OPERABLE PARTS INSTALL REMOVABLE FRONT DOOR / BOTTOM 6 13 MIN. Y " " CLEARANCE PER ICC-ANSI STANDARDS. KNEE AND TOE SHALL BE ACCESSIBLE AND COMPLY WITH SECTION 611.3 & 309. VERIFY ROUGH-IN REQUIREMENTS. AT "TYPE A" UNITS =-� SHELF/TOE KICK CABINETRY. N � DASHED LINE INDICATES CLEAR KNEE MAX. CLEARANCE TO BE 2'-6" MINIMUM CLEAR WIDE SEAL 6" 13" MIN. DASHED LINE INDICATES CLEAR KNEE AND TOE � AND TOE CLEARANCE PER ICC-ANSI CENTERED AT SINK. PROVIDE 3'-0" MINIMUM CLEAR WASHER/DRYER CONTROLS ARE TO BE WITHIN 48" A.F.F., THE BOTTOM OF THE DOOR FOR FRONT LOAD MACHINES IS MAX. STANDARDS. KNEE AND TOE CLEARANCE 15"-34" MIN. A.F.F. PROVIDE PEDESTAL AS REQUIRED TO ACHIEVE REQUIRED DOOR HEIGHT. LICENSED CLEARANCE PER ICC-ANSI STANDARDS. KNEE 6" 13" MIN. WHERE TURNING CLEARANCE IS REQUIRED. TURNING TO BE 2'-6" MINIMUM CLEAR WIDE. CLEARANCE NOT REQUIRED TO BE CENTERED ON SINK. 38. INTEGRAL REINFORCING AS REQUIRED FOR FUTURE INSTALLATION OF GRAB BARS. ARC 8I5044 AND TOE CLEARANCE TO BE 3'-0" MINIMUM MAX CLEAR WIDE. 39. 12' GRAB BAR. 5KNEE AND T 0 E CLEARANCE KNEE AND T 0 E CLEARANCE KNEE AND T 0 E CLEARANCE 40. 30' TOWEL BAR, MOUNTED AT +4'-0" MAX. A.F.F. PROVIDE 2X WOOD BACKING BEHIND WALL FINISH SECURED TO STUDS. SCALE:3/4" = V-0" "TYPE A UNIT'KITCHEN SINK 6 SCALE:3/4" = V-0" "TYPE A UNIT"WORK SPACE 7 SCALE:3/4" = V-0" "TYPE A UNIT"BATHROOM VANITY 41. PROVIDE GWB SOFFIT ABOVE TO CONCEAL MECHANICAL DUCTS PER DETAIL 7/A7.0 SIM. ADJUST SOFFIT DEPTH AS REQUIRED. AT SIM. SOFFIT TO BE AS SMALL AS POSSIBLE. Don Robert TeBeau STATE OF IDAHO 12-14-20 This document is the property of THE ARCHITECTS OFFICE, PLLC and is not to be duplicated without GENERALNOTES ©tten THE ARCHITECTS OFFICE, PLLC A. PROVIDE 2x SOLID WOOD BLOCKING IN WALLS AT TOWEL HOOKS, PAPER HOLDERS, GLUE ON WALL FILE DOOR STOPS, CABINETS AND HANDICAP HARDWARE AS REQUIRED. SEE INTERIOR ELEVATIONS. DATE B. VERIFY ALL CABINET WALLS, CABINETS AND APPLIANCE DIMENSIONS HAVE REQUIRED CLEARANCES. DECEMBER 14, 2020 C. ALL DIMENSIONS ARE TO FACE OF FINISH (FOF) UNLESS OTHERWISE NOTED. FILE NO. D. ALL FIXTURES AND EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS 18-722 A6.0 REQUIREMENTS, GENERAL CONTRACTORS REQUIREMENTS AND CONFORM TO ALL BUILDING CODES. E. AT ALL UNITS: DRAWN - LIGHT SWITCHES & THERMOSTATS AT 48" MAX., TO TOP OF OPERABLE PARTS (VERIFY FINISH FLOOR). - OUTLETS AT +15" MIN. A.F.F. (VERIFY FINISH FLOOR) TO CENTERLINE OF LOWEST PLUG-IN. REVISIONS - OUTLETS ABOVE COUNTERS AT 44" MAX. A.F.F. (VERIFY FINISH FLOOR) TO HIGHEST OVER THE COUNTER OUTLET. 11/19/20 REVISIONS F. THE MINIMUM HEIGHT IS TO THE BOTTOM RECEPTACLE AND THE MAXIMUM HEIGHT IS TO THE TOP RECEPTACLE ON DUPLEX OUTLETS. G. ALL DWELLING UNITS TO MEET THE REQUIREMENTS OF THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT FAIR HOUSING ACCESSIBILITY GUIDELINES (DATED 3-6-91) AND ICC/ANSI A117.1-2009. H. BATHROOM ACCESSORY FINISH TO BE APPROVED BY OWNER. I. SEE SHEET A10.0 WALL TYPES FOR SPECIFIC WALL ASSEMBLIES. J. ALL KITCHEN LOWER CABINETS ARE 24' DEEP (NOMINAL). ALL KITCHEN UPPER CABINETS ARE 12" DEEP (NOMINAL). ALL BATHROOM VANITY CABINETS AT 21" DEEP (NOMINAL). K. ALL FIRST FLOOR GALLEY KITCHENS TO PROVIDE 40" MIN. CUR. BETWEEN ALL OPPOSING APPLIANCES (INCLUDING AT PULL HANDLES), CABINETS, ISLANDS, COUNTERTOPS AND WALLS WITH ACTUAL SPECIFIED APPLIANCES AND COUNTERTOP DETAILS. SHEET A6ml INTERIOR ELEVATIONS KEYNOTES T PRICE 1. PROVIDE GUARD RAILING AT OPEN SIDE OF STAIRS. SEE DETAILS 7/A8.1, 8/A8.1 & 9/A8.1. SANDERS RHEES 2. PROVIDE HANDRAIL MOUNTED TO GUARD RAILING. TERMINATE END INTO GUARD RAIL POST. SEE RUBY W3 W3 DETAILS 8/A8.1, 9/A8.1 & 10/A8.1. TEBEAU 3. TRANSITION HANDRAIL TO WALL MOUNT HANDRAIL OVER STAIR STRINGER) OR PROVIDE GUARD RAILING ENTIRE SIDE OF STAIRWAY AND MOUNT HAND RAILING TO GUARD RAIL. SEE DETAILS 7/A8.1, 8/A8.1, 9/A8.1, 10/A8.1, & 11/A8.1.9 9 4. MOUNT HAND RAIL OVER STAIR STRINGER AND ATTACHED TO WALL. SEE DETAILS 8/A8.2, 9/A8.2, THE ARCHITFUS OFFICE 0 0 TYP. W3 10/A8.1, & 11/A8.1. 499 MAIN STREET (208) 3 4 3-2 9 3 1 W3LO 3 A8.1 5. CANE RAIL: HORIZONTAL RAILS AND VERTICAL POSTS TO BE 1-1/2" SQUARE T.S. WELD ALL BOISE,IDAHO 83702 T A 0 I D A H 0.C 0 M JOINTS, GRIND SMOOTH AND PAINT. PROVIDE BASE PLATE AT POST (4 TOTAL POSTS) AND DN ANCHOR TO CONCRETE WITH (2) EXPANSION ANCHORS PER POST. MAXIMUM HEIGHT OF THE 00 HORIZONTAL RAILS IS 2'-3" A.F.F. HORIZONTAL RAIL CAN SLOPE WITH SIDEWALK. LOCATE SHORT t2 +iH8/A8.1 a LEADING EDGE HORIZONTAL RAIL UNDER STAIRS AT AT POINT WHERE THERE IS 6'-8" MINIMUM HEAD CLEARANCE. LOCATE LONG HORIZONTAL RAIL UNDER STAIR STRINGER. 6 6. ONE-HOUR WALL CONSTRUCTION AT STAIR CORRIDOR ENCLOSURE. TYP. z_ W3 6 TYP. 8 W3 6 7. ENTRY COLUMN AND CANOPY ROOF STRUCTURE PER FLOOR PLANS AND BUILDING SECTIONS. TYP. 1 TYP. 8. PROVIDE GUARD RAILING AT STAIR LANDING PER DETAIL 12/A8.1. 4 8 8 1 ° 4 2 9. FIRE EXTINGUISHER CABINET PER 15/A10.1. z � 1 ITT! W1 W1 W2 1 En it W2 W1 W1 o i 7A81 STAIR GENERAL NOTES 2 THE FOLLOWING ARE EXCERPTS FROM 2018 IBC SECTION 1011 (STAIRWAYS), SECTION 1014 (HANDRAILS) 00 AND SECTION 1015 (GUARDS): A. STAIRWAYS SHALL HAVE A WIDTH OF NOT LESS THAN 44 INCHES. UP 0 o B. STAIR RISER HEIGHTS SHALL BE 7 INCHES MAXIMUM AND 4 INCHES MINIMUM. STAIR TREAD 7 Q 00 7 0 o DEPTHS SHALL BE 11 INCHES MINIMUM. THE RISER HEIGHT SHALL BE MEASURED VERTICALLY PROJECT 4 7 a BETWEEN THE LEADING EDGES OF ADJACENT TREADS. THE TREAD DEPTH SHALL BE MEASURED M � HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT 3" 3'-8" 4'-1" TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. 1 -8" 8'-0" 1'-8" C. STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN JUMP CREEK THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD BUILDING TYPE 2-1 BUILDING TYPE 2-1 DEPTH SHALL NOT EXCEED 0.375 INCH IN ANY FLIGHT OF STAIRS. D. NOSINGS SHALL HAVE A CURVATURE OR BEVEL OF NOT LESS THAN 0.0625 INCH BUT NOT MORE 4-P L EX E S FIRST FLOOR STAIR PLAN SECOND FLOOR STAIR PLAN THAN 0.5625 INCH FROM THE FOREMOST PROJECTION OF THE TREAD. RISERS SHALL BE SOLID AND VERTICAL OR SLOPED UNDER THE TREAD ABOVE FROM THE UNDERSIDE OF THE NOSING ABOVE SCALE: 1/4" = 1'-0" 2SCALE: 1/4" = 1'-0" AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. THE LEADING EDGE (NOSINGS) OF W AND ALL PROJECTIONS NS OF THE S SHALL OLEADING EDGES JECT NOT ESHALL BE OF UNIFORM SIZE, INCLUDING THE THAN 1.25 INCHES BEYOND THE TREAD OLEADING EDGE N. BLACK CAT ROAD & OF THE FLOOR AT THE TOP OF A FLIGHT. W. MALTA DRIVE E. THERE SHALL BE A LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE WIDTH OF LANDINGS SHALL NOT BE LESS THAN THE WIDTH OF STAIRWAYS THEY SERVE. EVERY LANDING MERIDIAN, IDAHO 83646 SHALL HAVE A MINIMUM DIMENSION MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL EQUAL TO THE WIDTH OF THE STAIRWAY. SUCH DIMENSION NEED NOT EXCEED 48 INCHES WHERE THE STAIRWAY HAS A STRAIGHT RUN. F. STAIRWAYS AND STAIRWAY LANDINGS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE. THE WALKING SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL NOT BE SLOPED STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2 PERCENT SLOPE) IN ANY DIRECTION. G. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, SHALL BE UNIFORM, NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT DRAWING SET LEAST 1.25 INCHES AND NOT GREATER THAN 2 INCHES. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS. HANDRAILS SHALL RETURN TO A WALL, GUARD OR THE WALKING SURFACE. THE AGENCY REVIEW HANDRAILS SHALL EXTEND HORIZONTALLY AT LEAST 12 INCHES BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. THE SET: EXTENSIONS OF HANDRAILS SHALL BE IN THE SAME DIRECTION OF THE STAIR FLIGHTS AT STAIRWAYS. CLEAR SPACE BETWEEN A HANDRAIL AND A WALL SHALL BE A MINIMUM OF 1.5 12-14-2 0 INCHES. A HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. PROJECTIONS AT THE REQUIRED WIDTH SHALL NOT EXCEED 4.5 INCHES AT OR BELOW THE HANDRAIL HEIGHT. H. HANDRAIL AND GUARD ASSEMBLIES SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS PER L.F. OR A SINGLE CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP SEAL AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. LICENSED I. GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES THAT ARE LOCATED MORE ARCHITECT AR-985044 THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AY ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. REQUIRED GUARDS SHALL NOT BE LESS THAN 42 INCHES HIGH, MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACES. REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. 1. FROM A HEIGHT OF 36 INCHES TO 42 INCHES, GUARDS SHALL NOT HAVE OPENINGS WITH R3 R1 ALLOW PASSAGE OF A SPHERE 4.375 INCHES IN DIAMETER. Don Robert TeBeau R1 R3 2. THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR FORMED BY THE RISER, TREAD STATE OF IDAHO 12-14-20 AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. This document is the property of THE ARCHITECTS 3. AT ELEVATED WALKING SURFACES FOR ACCESS TO AND USE OF ELECTRICAL, MECHANICAL, OFFICE, PLLC and is not to be duplicated without EQUIPMENT, OR PLUMBING SYSTEMS, GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW written authorization. PASSAGE OF A SPHERE 21 INCHES IN DIAMETER. © THE ARCHITECTS OFFICE, PLLC 19'-0 1 2" J. ALL GUARD RAILING AND HAND RAILING ASSEMBLIES SHALL BE FULLY WELDED, GROUND SMOOTH, TOP OF PLATE 4== 19'-0 1 2" PRIMED AND PAINTED. FILE R2 TOP OF PLATE DATE R2 DECEMBER 14, 2020 FILE NO. W3 18-722 A8.0 r iI W3 13'-0" 7 �� DRAWN BOTTOM OF TRUSS 5-10 TOP OF BEAM 12'-0 1 8" 2 A8.1 F3 5-10 TOP OF PLATE F2 3 10'-0 1 8" 3 " F2 F3 7 SECOND FLOOR 2 o REVISIONS 7 7� �,7 10-0 SECOND FLOOR 9'-1 1 8" 5'-8" 9'-1 1 8" 2 11/19/20 REVISIONS TOP OF PLATE 1 5'-10" 3 A8.1 TOP OF PLATE '-8 2" 5'-10" � 1 OPP. 2 A8.1 OPP. o `a N o w 5 � o w a z 5 , LEGEND Ll °P F1 �-- � 0'-0" F1 SIM. L_[ OCO WALL CONSTRUCTION. FIRST FLOOR 0,-0„ F1 N F1 SIM. 4-5 7/8'MAX. .' FlRST FLOOR AT STAIR LANDING 4'-0" 16'-11" 4'-6" AIRST 7 O IpAX. ■�����������■ ONE HOUR RATED FIRE PARTITION WALL. SHEET SLOPE 1.5% M I A8,1 SLOPE 2.9%f, 4.5% MAX. FLUSH 4'-6" 16'-11" 4'-0" (17) TREADS AT 11" MIN. = 15'-7" AT STAIR LANDING IK FLUSH SLOPE 2.9%t, 4.5% MAX. 1 A81 OPE 1.5% M CONSTRUCTION TYPES PER SHEET A10.0 3 UILDING TYPE 2-1 : STAIR SECTION7r (17) TREADS AT 11" MIN. = 15'-7" Opp, ❑R ❑W El = ROOF/CEILING, W = WALL AND F = FLOOR. CALE: 1/4" = 1'-0" UILDING TYPE 2-1 : STAIR SECTION ■ SCALE: 1/4" = 1'-0" STAIRWAY PLANS PRICE SANDERS RHEES FOUNDATION PLAN NOTES FLOOR FRAMING PLAN NOTES ROOF FRAMING PLAN NOTES FOUNDATION SCHEDULE BEAM SCHEDULE HEADER SCHEDULE RUBY TEBEAU 1. FOR GENERAL STRUCTURAL NOTES SEE S1.1 1. FOR GENERAL STRUCTURAL NOTES SEE S1.1 1. FOR GENERAL STRUCTURAL NOTES SEE S1.1 MARK SIZE REINFORCING USES MARK SIZE TYPE COLUMN U.N.O. MARK SIZE TRIMMER KING 2. TYPICAL FOUNDATION WALL 2. FLOOR SHEATHING 2. ROOF FRAMING TYPICAL B1 (2)2x8 DF#2 (2)2x6 H1 (2)2x6 DF#2 (1)WALL STUD (1)WALL STUD 3 F1 1'-4"x12" DP CONT. (2)#5 CONT. CONTINUOUS 6"WIDE x CONTINUOUS CONCRETE FOUNADTION /4 APA RATED T&G STURD-I-FLOOR 24" O.C. THE ROOF FRAMING IS OF WOOD FOOTING (H2 (2)2x8 DF#2 1) ( )WALL STUD 1 WALL STUD ARCHITECTS OFFICE WALL W/#5 VERT AT 18" O.C. AND#4 HORIZ. AT SPAN RATING EXPOSURE 1. STAGGER PANEL PRE-MANUFACTURED PRESS PLATE TRUSSES B2 (2)13/4"x9 2" 2.0 E LVL (2)2x6 OR (2)2x4 12" O.C. FOR TYPICAL FOUNDATION DETAILS SEE JOINTS. GLUE & NAIL. NAIL WITH 10d'S AT 6" O.C. AT 24" O.C. MAX. SEE THE GSN FOR DESIGN H3 (2)2x10 DF#2 (1)WALL STUD (1)WALL STUD 499 MAIN STREET (208) 3 4 3-2 9 3 1 1-5/S3.1 AT EDGE SUPPORTS AND AT 12" O.C. IN THE FIELD CRITERIA NOT INDICATED HERE. F2 2'-0"SQ.x12" DP (3)#5 E.W. H4 (2)1%4"x92" 2.OE LVL (1)WALL STUD (2)WALL STUD BOISE, IDAH083702 TAOIDAHO.COM 3. TYPICAL WALL FRAMING 3. DENOTES STRAPPING USING A'CS20' THE TRUSS LAYOUT IS PER THE TRUSS TYPICAL EXTERIOR WALLS -2x6 DF#2 AT 16" O.C. COIL STRAP. CONNECT MEMBERS W/24" OF STRAP MANUFACTURER HOWEVER THE TRUSS NOTE: F3 3'-0"SQ.x12" DP (4)#5 E.W.TYPICAL INTERIOR WALLS -2x4 DF#2 AT 16" O.C. FILLING EVERY NAIL HOLE AT EACH MEMBER (48" MANUFACTURER SHALL PROVIDE GIRDER SEE DETAIL 2/S4.1 FOR HEADER DETAIL MIN. STRAP LENGTH TOTAL) . CONNECT MEMBERS TRUSSES AND DRAG TRUSSES WHERE SHOWN. COORDINATE WITH ARCH'L WALL TYPES FOR TO BLOCKING/SHEATHING WITH 24" OF STRAP AT INFORMATION NOT SEEN HERE. FOR TYPICAL WALL MEMBER AND 8'-0" OF STRAP AT DRAG TRUSSES SHALL BE DESIGN FOR FRAMING DETAILS SEE 1-9/S4.1 BLOCKING/SHEATHING. FILL EVERY NAIL HOLE AT T/C=W=5.OK. MEMBER AND EVERY OTHER AT 4. SW1 DENOTES SHEAR WALL TYPE. FOR SHEAR BLOCKING/SHEATHING. 3. ROOF SHEATHING JOIST SCHEDULE WALL SCHEDULE SEE DETAIL 11/S4.1. NOTE: ALL 1%2"APA RATED SHEATHING 3%6 SPAN RATING EXTERIOR WALLS SHALL BE SHEATHED AND NAILED EXTERIOR EXPOSURE 1. STAGGER PANEL EDGES. HANGER (WHERE LLTM PER TYPE SW1 U.N.O. NAIL WITH 8d'S AT 6" O.C. AT EDGE SUPPORTS MARK SIZE &TYPE SPACING APPLICABLE) AND 12" O.C. AT INTERMEDIATE SUPPORTS Ally Structural Consulting, LLC 5. HD1 DENOTES HOLD DOWN TYPE. FOR HOLD J1 2x10 DF#2 16" O.C. 'LUS28' www.allystructural.com DOWN SCHEDULE SEE DETAIL 15/S4.1. 4. PROVIDE 2x BUILT UP COLUMN UNDER EA. GIRDER 208-949-5993 TRUSS BEARING POINT. MATCH NUMBER OF 2x'S J2 9 2"TJI 110 16" O.C. 'ITS' PROJECT: 19-061 TO NUMBER OF GIRDER PLY'S EXCEPT USE (2)2x'S MINIMUM. ATTACH THE GIRDER TO THE COLUMN W/ (1) 'LGT' GIRDER TIE. 68'-0" 34'-0" 34'-0" 34'-0" 1 V-4" 10'-O" 12'-8" 4" CONC. SLAB ON 4" CONC. SLAB ON GRADE ATOP 6" PAD 11'-4" 10'-0" 12'-8" 12'-8" 10'-0" 11'-4" GRADE ATOP 6" PAD PREP COMPACTED V-4" 10'-0" 10'-0" V-4" PREP COMPACTED GRAVEL W/ 13x13 TYP GRAVEL W/ 13x13 D5xD5 W.W.R. T.O.F.- -2'-0" T.O. DECKING= 9'-113/" D5xD5 W.W.R. T.O.F.= -2'-0" 1 2" FROM TOP, TYP. TYP TYPICAL 1 TYPICAL %" FROM TOP, TYP. TYPICAL TYP SEE DETAIL 1/S3.1I S5.1 SEE DETAIL 1/S3.1 T.O.C.- PROJECT FOR SLAB JOINT 61111 6 T.O.C.= 0'-0" ri 1 FOR SLAB JOINT 11 TYPICAL 6 INFORMATION TYPICAL INFORMATION S3.1 S3.1 S 3 S3.1 7 H1 SW2 H1 7 S3.1 S3.1 rF S5.1 S5.1 F3 F171 rE2 H1 H1 H1 H1 H1 I H1 �� F3 SW3 JUMP CREEK F2 F2 �I �� �� B2 F2 S� �z ❑ _ _ _ ' 7 Ir 4-PLEXES H1 J H1 TY HD2 J F3 I L B2 J1 HD1 HD1 HD1 J1 B2 - "� 53.1 9 6 S3.1 TYP HD2 HD1 HD2 6„ �, _ 8'-10" 13'-O" 9 13'-0" 8'-10" �n 00 LO 6 F - - 62 62 6 w S5.1 9'-4" 13'-0" S3.1 4., S3.1 4„ m S5.1 M N. BLACK CAT ROAD & � F1 � - � _ 3 � N � o F1 co FF -1 10 cn F_ -1 �0 HD1 H2 H2 HD1 HD F_ ih W. MALTA DRIVE 6 - - !T6 7Q S3.1 = S3.1 TYP TYP 2F1 o F2 F2 0 L. 10 HD1 TYP H1 = F1 � °Q N � HD1 iv LO S3.1 S5.1 H1 TYP - I i - I I I 6 F1LO - I I _ N s5.1 m o F l s3.1 7 = `� >_ 53.1 TYP ,� � H1 62 B2 H1 55.1 2,� 4�� 4�_ F2 g. 0�� o / o cn rn 2 5'-6" 6'- ch - F1 - - - - F1 - �I ri I F1 H1 co J1 H1 H2 ', ` H2 F1 i � � I i i I I I F2 HD1 HD2 HD2 11'-3" 5'-9" 8'-4" 8'-4" 5'-9" 11'-3" HD2 HD2 HD2 HD2 TYP B2 HD2 HD2 HD2 HD2 iv N I DRAWING SET 12- _L� I A 0[ F1 o _ SW2 I I 8 I I I S 2 co HD1 , , SW2 o SW2 F1 8 I �' AGENCY REVIEW TYPICAL 0 53.1 TYP J HD1 ch S 2 H1 H1 S � H1 H1 53,1 TYP J ED1 L_ � --- 4'-4" � ■ o T.O.C.= 0'-0" HD2 HD2 - o T.O. DECKING= 9'-11%" H1 --�� H1 H1 s F1 HD2 I o TYPICAL F1 14 F1 TYPICAL B1 -- ipi B1 T.B. /T.O.W. = 9'-11/8' 1 2-1 4-20 _ 13 6l I S5.1 S3.1 N 13 1 �� 6 AT RISER ROOM ONLY 13 6 i�-- 1111 i� SW2 SW2 i" SW2 -- ipI SW2 HD2 SW2 3.1 S3.1 S5.1 S5.1 y -- �, 0 S6.1 3.1 S3.1 TYP F3 L F3 11 TYP 0 SEAL TYP 5 TYP TYP S�QHAL F _ 8., 1._8,. 1,_8.. 8,. 53.1 8,. 3,-4" 1'-2" � HD2 S6.1 I �5 EN$ N � 5'-2" 1 V-6" 11'-O" 2'-4" 4'-0" 4'-0" 2'- " 11'-0" 11'-6" 5'-2" 7 5'-2" 1 V-6" 11'-0" 2'-4" 4'-0" to 68-0" 3 '-O" 14767 S6.1 22/2�/2020 1 BUILDING TYPE 2-1 - FOUNDATION PLAN 2 BUILDING TYPE 2-1 - FLOOR FRAMING PLAN 3 BUILDING TYPE 2-1-B - FOUNDATION �'.Qq���OF,oP��t�,� Scale: 1/8 = 1-0 Scale: 1/8 = 1-0 Scale: 1/8" = 1'-0" E�gFlps TYP TYP 12-14-20 TYP This document is the property of THE ARCHITECTS 3 3 OFFICE, PLLC and is not to be duplicated without TYP 56.1 TYP TYP S6.1 TYP 1 written authorization. S5.1 © THE ARCHITECTS OFFICE, PLLC S6.1 H1 S6.1 _H1_ 4 SIM S6.1 H1 S6.1 H1 4 SIM 7 H1 SW2 FILE 55.1 DATE _ VII IIV VII 56.1 T.B. /T.O.W. = 19'-02" _ I S6.1 T.B. /T.O.W. = 19'-02" I DECEMBER 14, 2020 B2 H1 I H1 H1 I I H1 TYPICAL B2 H1 II H1 H1 I H1 TYPICAL - B2 H1 �� H1 H1 -_ - FILE No. 4 I GIRDER/DRAG E-3GIRDER/DRAG B2 - 2 GIRDER/DRAG GIRDER/DRAG B2H1 TRUSS H3 TRUSS H1 H1 TRUSS H3 H3 TRUSS H1 B2 J1 H1 HD1 4 � S6.1 B2 4 I 4 I 62 6 DRAWN B2 I W I B2 � 2 I SIM 6.1 TYP 6. Sim 6. TYP S6.1 S5.1 62 CRAIG BRASHER, PE, SE 3 1 S6.1 H4 5111 LH4 S6.1 H4 S 1 � H4 HD1 H2 3 0 co co I REVISIONS 0 0 0 H1 � � co I I ? --< � H1 H1 ? ? H1 2 I 1 a o of M o' � S5.1 w w i- w w H 1 TYP 1 � 0 � . - - . � JET � � LA , , 3 � H1 _ S6.1 62 56.1 H1 H1 H1 H1 56.1 H1 S6.1 11\,j 12 - M'j F rl2 HD2 HD2 HD1 GIRDER/DRAG GIRDER/DRAG GIRDER/DRAG GIRDER/DRAG S 2 4 H1 H1 TRUSS TRUSS H1 H1 4 13 H1 H1 TRUSS TRUSS H1 H1 13 H1 _ + HD2 B2 B2 S6.1 T.O. DECKING= 9'-11%$" S6.1 S6.1 H1 SHEET 41 4 H1 N ___.iI H1 I 1 4 H1 H1 TYPICAL -- �Ii __- - T.B. /T.O.W. = 19'-O/2" -�- ---I° 13 1 T.B. /T.O.W. = 19'-O%2" -= TYPICAL 56.1 TYP SW2 TYPICAL 56.1 TYP 8 IIN�- _IIII'I 14 1 8 II;~- - 1 S5.1 S5.1 0 S6.1 5.1 10 S6.1 S6.1 S6.1 6.1 10 /14 S6.1 TYP TYP �-i TYP S6.1 TYP TYP TYP TYP S6.1 TYP 4 BUILDING TYPE 2-1 - ROOF FRAMING PLAN - ELEVATION TYPE A BUILDING TYPE 2-1 - ROOF FRAMING PLAN - ELEVATION TYP YP G BUILDING TYPE 2-1-B - FLOOR FRAMING Scale: 1/8" = 1'-0" � Scale: 1/8" = 1'-10" v Scale: 1/8" = 1'-0" BUILDING TYPE 2-1 STRUCTURAL PLANS PRICE SANDERS RHEES RUBY TEBEAU WATER CALCULATIONS (Based on 2017 Idaho Plumbing Code, Table A 103.1) WASTE CALCULATIONS (Based on 2017 Idaho Plumbing Code) 19TA006 -Jump Creek 4-Plex BLDG 2-1 CODE FIXTURE UNITS PER FIXTURE COLD WATER 19TA006 -Jump Creek 4-Plex BLDG 2-1 CODE FIXTURE UNITS PER FIXTURE TH I ARCHITECTS OFFICE (� WATER CALC #OF MIN. PRIVATE PUBLIC ASSEMBLY TOTAL WASTE CALC # OF MIN. TRAP PRIVATE PUBLIC ASSEMBLY TOTAL FIXTURES FIXTURE FIXTURE FIXTURES &TRAP FIXTURE 499 MN STREET (208) 343-2931 BRANCH UNITS ARM SIZE UNITS BOSS, IDAH083702 TAOIDAHO.COM PIPE SIZE FIXTURE FIXTURE bathtub or combo tub/shower private 8.0 1-1/2" 2.0 16.0 Clothes Washer private 8.0 1/2" 2.0 16.0 DC ENGINEERING public 0.0 1 2.0 0.0 clothes washer, domestic 2" standpipe private 4.0 2" 3.0 12.0 Careful listening.Dynamic solutions. hose bibb private 1.0 1/2" 2.5 2.5 public 0.0 2" 3.0 0.0 www.drenginearing.net p 0.0 2.5 0.0 public commercial 0.0 9.0 0.0 208.288.2181 Project:1 9TA006 additional hose bibb private 1.0 1/2" 1.0 1.0 kitchen sink, domestic, w/grinder and dishwasher private 4.0 1-1/2" 2.0 8.0 public 0.0 1.0 0.0 public 0.0 1-1/2" 2.0 0.0 *bathroom group (1.6 GPF gravity tank or pressure tank 1/2 bath or lavatory, single private 8.0 1-1/4" 1.0 8.0 water closet) powder room 0.0 3.5 0.0 public 0.0 1-1/4" 1.0 0.0 1 bath 4.0 5 20.0 assembly 0.0 1-1/4" 1.0 0.0 1 1/2 bath 0.0 6 0.0 water closet, 1.6 gpf flushometer tank private 8.0 3" 3.0 24.0 2 bath 4.0 7 28.0 public 0.0 3" 4.0 0.0 2 1/2 bath 0.0 8 0.0 assembly 0.0 3" 6.0 0.0 3 bath 0.0 9 0.0 each additional *Bathroom groups based on Table L-2 Appendix L 1/2 bath 0.0 0.5 0.0 TOTAL each additional FIXTURE PRQIECT bath 0.0 1 0.0 UNITS 68.0 *kitchen group (sink&dishwasher) private 8.0 2.0 16.0 EXITING WASTE SIZE *Bathroom groups based on Table C 303.1 (1) TOTAL FIXTURE 83.5 4" J UM P CREEK UNITS GPM 39 `T/� - PL I �(�� DES INCOMING 1-1/2" LINE SIZE pin STREET PRESSURE 50* PSI I A'. BLACK CAT R� LOSS THROUGH METER 5 PSI W. MALTA DRIVE LOSS THROUGH BACKFLOW 10 PSI M�IDIAN, IDAH083646 PRESSURE AT BUILDING 35 Psi PRESSURE AFTER ANY REQUIRED BOOSTING 35 PSI HIGHEST FIX IN FT 20 9 PSI PIPE LENGTH 100 L.F. FITTING LOSS 15 % PIPE LENGTH WITH FITTING LOSS 115 EQ. FT. LOSS THROUGH WATER SOFTENER 0 PSI ADDITIONAL LOSS 0 PSI DRAM NGSE7 REQUIRED PRESSURE FOR FARTHEST FIXTURE 20 PSI (20 psi flushvalve, 8 psi gravity) AGENCY FZEA EW REMAINING PRESSURE 6 IPSI SET PSI / 100 FT 1 5.57 • NOTE: anticipated water meter size may vary as long as pressure loss through water meter does not exceed 5 psi 12- 1 ^ _20 *Contractor to verify a minimum water pressure of 50 psi prior to backflow �} SEAL SS�O N A L FN E N S�c� I 16594 cP O O N M. PRO 01/04/21 This document is the property of THE ARCHITECTS CFRCE,P-LC and is not to be duplicated without written authorization. © THE ARCHITCMa:RCE,PL-C FILE DATE DECE MBM 14, 2020 RLE NO DRAVM JM REVISICNS SHEE F M01 PLUMBING CALCULAl1CNS PRICE SANDERS KNEES CONlcheck Software Version 4.1.1.0 COMcheck Software Versiion ,4.1.1.0 RUBY Dan Eidam ilk.E:�• _ 2021-01-04 _ e TEBEA� Exterior Lighting Compliance Certificate Name-Title Signature Date Inspection Checklist Energy Code: :2018 IECC THE ARCHITECTS nFFICE Requirements: 25.0% were addressed directly in the COMcheck software Project Information Text in the "Comments/Assumptions" column is provided by the user in the COMchec:k Requirements screen. For each 499 MAIN STREET (208) 3 4 3-2 9 3 1 Energy Code: 2018 IECC requirement, the user certifies that a codle requirement will be met and how that is documented, or that an exception BOISE, IDAHO 83702 TAOI DAH 0.C 0 M Project Title: Jump Creek 4-Plexes is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Project Type: New Construction Section Exterior Lighting Zone 2(Residential mixed use area) # Plan Review Complies? Comments/Assumptions & Req.ID 1: 1: C103.2 Plans, specifications, and/or, ❑Complies Requirement will be met. �— Construction Site: Owner/Agent: Designer/Contractor: [PR8]1 calculations provide all information ❑Does Not N. BI;ack Cat Road and IN. Malta Dr TAO Architects Dan Eidam with which compliance can be ❑Not Observable Meridian, ID 83646 499 Main Street DC Engineering determined for the exterior lighting DC ENGINEERING and electricals stems and equipment ❑Not Applicable Careful listening.Dynamic solutions. Boise, ID 83702 440 E. Corporate Dr Y 208-343-2931 Meridian, ID 83642 and document where exceptions to 9 y 208-288-2181 the standard are claimed. Information www.dcengineering.net provided should include exterior 208.288.2181 Proect:19TA006 lighting power calculations, wattagie of 1 bulbs and ballasts, transformers and Allowed Exterior Lighting Power control devices. A B C D E C406 Plans, specifications, and/or, ❑Complies Area/Surface Category Quantity Allowed Tradable Allowed Watts [PR9]1 calculations provide all information ❑Does Not Watts/Unit C X B Wattage with which compliance can be ❑Not Observable g ( ) determined for the additional energy Parking(Parking area) 43939 ft2 0.04 Yes 1758 efficiency package options. ❑Not Applicable Stair&Unit Entry 1st&2nd Firs(Walkway< 10 feet wide) 276 ft of 0.5 Yes 138 Additional Comments/Assumptions: Total Tradable Watts(a)= 1896 Total Allowed Watts= 1896 Total Allowed Supplemental Watts(b)= 400 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 400 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Parking( Parking area 43939 ft2):Tradable Wattage PROJECT LED 1: P1:LED Pole Light: LED Other Fixture Unit 50W: 1 2 51 102 LED 3:W1:LED Wall PAc:k: LED Other Fixture Unit 36W: 1 14 35 490 Stair&Unit Entry 1st&2rid Flrs(Walkway< 10 feet v✓ide 276 ft of walkway length):Tradable Wattage LED 4:S7:LED Surface Mount:LED Other Fixture Unit 13W: 1 21 13 273 JUMP CREEK LED 4 copy 1:S8: LED Surface Mount: LED Other Fixture Unit 13W: 1 14 13 182 LED 3 copy 1:W2: LED Wall PAck:LED Other Fixture Uniit 36W: 1 7 35 245 Total Tradable Proposed Watts= 1292 4-P L EXE S Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been N. BLACK CAT ROAD & designed to meet the 2018 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. W. MALTA DRIVE MERIDIAN, IDAHO 83646 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(bier 3) Project Title: Jump Creek 4-Plexes Report date: 01/04/21 Project Title: Jump Creek 4-Plexes Report date: 01/'04/21 Project Title: Jump Creek 4-Plexes Report date: 01/04/21 Data filename: \\dce\projects\2019\19TA006-jump Creek 4-Plexes- Meridian\Calcs\Electrical\Energy Page 1 of 6 Data filename: \\dce\projects\2019\191-AO06-jump Creek 4-Plexes- Meridian\Calcs\Electrical\Energy Page 2 of 6 Data filename: \\cice\projects\2019\191-AO06-Jump Creek 4-Plexes- Merician\Calcs\Electrical\Energy Page 3 of 6 Calcs\19TAO06-COMCHECK.cck Calcs\19TA006- COMCHECK.cck Calcs\19TAO06-COMCHECK.cck DRAWING SET Section Section AGENCY REVIEW # Final Inspection Complies. Comments/Assumptions # Rough-In Electrical Inspection Complies. Comments/Assumptions & Req.ID & PIeq.ID SET C405.5.1 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values. C4015.2.5 Automatic lighting controls for exterior ❑Complies Requirement will be met. O [F119]1 with what is shown on the approved ❑Does Not [EI-28]°"II lighting installed. Controls will be ❑Does Not lighting plans, demonstrating daylight controlled, set based on proposed watts are less than or equal ❑Not Observable business operation time-of-day, or ❑Not Observable to allowed watts. ❑Not Applicable reduce connected lighting > 30%. ❑Not Applicable C408.1.1 Building operations and maintenance ❑Complies C4015.6 Low-voltage dry-type distribution ❑Complies [F15711 documents will be provided to the ❑Does Not [EL26]2 electric transformers; meet the ❑Does Not SEAL owner. Documents will cover minimum efficiency requirements of ❑Not Observable❑Not Observable manufacturers' information, Table C405.6. s\QNAL F specifications, programming ❑Not Applicable ❑Not Applicable 5 N procedures and means of illustrating C4015.7 Electric motors meet:the minimum ❑Complies ���' NS ,y to owner how building, equipment and [EL27]2 efficiency requirements of Tables ❑Does Not systems are intended to be installed, C405.7(1)through C405.7(4). maintained, and operated. Efficiency verified through certification ❑Not Observable under an approved certification ❑Not Applicable Additional Comments/Assumptions: program or the equipment Efficiency Z�_ ratings shall be provided by, motor manufacturer(where certification programs do not exist). yqN A Gp� C4015.8.2, Escalators and moving walks comply ❑Complies 01/04/21 C4015.8.2. with ASME A17.1/CSA B44 and have ❑Does Not 1 automatic controls configured to ❑ [EL28]2 reduce speed to the minimum Not Observable This document is the property of THE ARCHITECTS permitted speed in accordance with ❑Not Applicable OFFICE, PLLC and is not to be duplicated without ASME A17.1/CSA B44 or applicable written authorization. local code when not conveying passengers. © THE ARCHITECTS OFFICE, PLLC C4015.9 Total voltage drop across the ❑Complies [EL29]2 combination of feeders and branch ❑Does Not circuits <= 5%. FILE ❑Not Observable DATE ❑Not Applicable DECEMBER 14, 2020 Additional Comments/Assumptions: FILE NO. DRAWN DE REVISIONS 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) =1 Low Impact(Tier 3) 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 Low Impact(Tier 3) SHEET Project Title: Jump Creek 4-Plexes Report date: 01/04/21 Project Title: Jump Creek 4-Plexes Report date: 01/'04/21 Data filename: \\dce\projects\2019\19TA006-jump Creek 4-Plexes- Meridian\Calcs\Electrical\Energy Page 5 of 6 Data filename: \\dce\projects\2019\191-AO06-jump Creek 4-Plexes- Meridian\Calcs\Elec:trical\Energy Page 4 of 6 Calcs\19TAO06-COMCHECK.cck Calcs\19TA006-COMCHECK.cck EOm2 ELECTRICAL IECC ENERGY COMPLIANCE u I GENERAL NOTES: SAPRICE NDERS A. CONTRACTOR SHALL CONTACT UNDERGROUND UTILITY LOCATING SERVICE PRIOR RHEES TO EXCAVATION FOR ELECTRICAL WORK. - - - - - - _ RUBY B. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL OTHER SITE TEBEAU LOT 6 LOT 8 I DISCIPLINES INCLUDING BUT NOT LIMITED TO TRADES ASSOCIATED WITH WATER, — — ----------- -------------------------- -------------------------------------- ------ -- --------- SEWER, AND GAS INSTALLATIONS. — ° ------------ THE ARCHITECTS OFFICE _____________ C. ROUTE ALL EXTERIOR LIGHTING (INCLUDING SOFFIT AND AREA LIGHTING SHOWN � III i I LOT 5 i \ / ON SHEET E2.0) THROUGH A LIGHTING CONTACTOR. LOCATE LIGHTING CONTACTOR ADJACENT TO BUILDING PANEL 'H'. PROVIDE PHOTO CELL ON ROOF 499 MAIN STREET (2 0 8) 3 4 3-2 9 31 AND ELECTRO—MECHANICAL 7—DAY TIME CLOCK ADJACENT TO CONTACTOR BOISE, IDAHO 83702 T A 01 D A H 0.C 0 M CABINET. REFER TO DETAIL 1, SHEET E4.0. III ; I ------ -� � ' ❑_ � I I I I I BLDG. B D. ELECTRICAL CONTRACTOR SHALL COORDINATE UTILITY WORK REQUIRED BY IPCO TYPE 2-1-B I I BLDG. A i AND SHALL FORWARD IPCO WORK ORDER INVOICE TO OWNER FOR PAYMENT BY __ I I I I OWNER I I I I ❑ ❑ I -- TYPE 2-1-A I . �- ; I I E. COORDINATE ALL EXTERIOR LIGHTING FIXTURES WITH ARCHITECTURAL PLANS 1 BLDG. C 1 L I I ' PRIOR TO ROUGH-Irv. D C ENGINEERING III i TY1 I PE 2-1- -- -- I Careful listening.Dynamic solutions. / BL D \ 10 -O TYP I I I I I I I F. ALL EXTERIOR METERS AND CABINETS SHALL BE LOCAKABLE. ., O, - 0 0 - , TYPE -1-B 13 --e — I www.dcengineering.net I 0 - I I III I 208.288.2181 Project:19TA006 --�_ - _ o 0 0 i _ KEYED NOTES: - \ \ A.F I I I 1. PROVIDE (2) 2-CO WITH PULL CORD FOR TELEPHONE SERVICE CABLE. VERIFY \ 12 ) 8 TYP I EXACT LOCATION OF CONDUIT WITH TELEPHONE COMPANY. TYP II ° - - --------- ---- - �J - °----�----___--- I O I 2. APPROXIMATE ROUTING LOCATION OF IPCO SECONDARY UNDERGROUND _ 4 — • CONDUIT/CONDUCTORS. SHOWN FOR REFERENCE ONLY. IPCO SECONDARY I \\ TYP 2 4 \ 3 TYP ,� I I I CONDUIT, CONDUCTORS, AND TERMINATIONS BY IPCO. REFER TO REQUIREMENTS 0 0 o ON SHEET E5.0. ---------- ----- 3. APPROXIMATE LOCATION OF NEW TRANSFORMER AND PAD BY IPCO. COORDINATE WITH IPCO AS REQUIRED FOR CONSTRUCTION SCHEDULE AND FINAL LOCATION. ------- -- — �� I '� I 4. REFER TO DETAIL 1, SHEET E5.0, RISER DIAGRAM FOR CONDUIT AND WIRE [� --------- I I ---- ---- ---J � I I I I I REQUIREMENTS. \ 5. REFER TO DETAIL 2, SHEET E4.0 FOR TYPICAL TRENCHING DETAIL. --- TRR�H ' I 6. REFER TO DETAIL 6, SHEET E4.0 FOR POLE BASE DETAIL. PROJECT -----------------v-- r —I \ ------- -- III I \` \ ! \ ;' I I \ I 7. ROUTE TO NEAREST HOUSE PANEL AND LIGHTING CONTACTOR. 1- --t I `� ��-- ---- ---- ---- ____ ___ _ _ \ i 1 I 8. APPROXIMATE LOCATION OF METERED DISTRIBUTION PANEL 'MDP.' REFER TO ---- ---- ---- �`\ 1 6 I I I i SHEET E2.0 FOR EXACT LOCATION. - � I JUMP CREEK 7 7H-1 9. REFER TO DETAIL 7, SHEET E4.0 FOR POLE BASE DETAIL. - PLEXES 4� o o 1XIo i I I 10. PROVIDE AND INSTALL 1" CO FOR FIRE ALARM INTERCONNECT. PROVIDE WITH o 0 0 0 0 o 0 0 o 0 0 0 0 I I I I PULL LINE. COORDINATE WITH FIRE ALARM INSTALLER. _ \ I I IPROVIDE PHONE CONNECTION IN MAIN FIRE ALARM CONTROL\ • ___________ __ -- -------------------- _— _ ---------� I 11 ALARM CONNECT. COORDINATE WITH FIRE ALARM INSTALLER. PANEL FOR FIRE AD & - ---------�\------------ ----------t----------- ---------- -------- \ - I N. BLACK CAT ROAD � � '\/ ❑ ❑ I � ❑ ❑ I ❑ ❑ I I I I I 12. APPROXIMATE LOCATION OF HOUSE PANEL 'H'. RE: SHEET E2.0 FOR EXACT W. MALTA DRIVE LOCATION MERIDIAN, IDAHO 83646 13. COMMUNICATION AND SATELLITE DISTRIBUTION LOCATION. RE: DETAILS 3 & 5, - � SHEET E4.0. \ I I I BL E . -- 01 \\ TYPE -1-B BL G. F I BL G. G TYP 2-1-A I I I ;�, ° ; TYP 2-1-B DRAWING SET AGENCY REVIEW I I I — II Ili LOT 12 I LOT 11 /J i _ I SET. 0 BL 12-14-20 -----------------CK 16 -----------rt---------------- ----------------------------------------- / I I - - I I LOT 9 SEAL I \pNAL N FN S tiF I 9T'ygAt I — —— — 01/04/21 W. MALTA DRIVE L This document is the property of THE ARCHITECTS OFFICE, PLLC and is not to be duplicated without written authorization. © THE ARCHITECTS OFFICE, PLLC I \ FILE I DATE DECEMBER 14, 2020 I I FILE NO. 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I © THE ARCHITECTS OFFICE, PLLC I I FILE I 1 I DATE I DECEMBER 14, 2020 I FILE NO. I I I I DRAWN I DE I I REVISIONS 1 Statistics ELECTRICAL SITE PHOTOMETRIC PLAN SCALE: 1" = 20'-0" Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone#4 + 0.7 fc 6.8 fc 0.0 fc N/A N/A NORTH Schedule (For Reference Only) Symbol Label Manufacturer Catalog Number Description Lamp Number Lumens Light Loss Wattage Lamps Per Lamp Factor GENERAL NOTES: Lithonia Lighting RSX1 LED P1 40K RSX Area Fixture Size 1 P1 1 5414 1 51.3435 ■ 0-0 P 1 R3 HS Lumen Package 4000K CCT Type R3 Distribution with HS 1. VALUES SHOWN INDICATE ESTIMATED ILLUMINATION LEVEL AT GRADE IN Shield FOOT-CANDLES. Juno Lighting JSF 71N 10LM 40K 7"Round Edgelit(Slimform) N/A 1 1135 1 12.8 0 S7 90CRI 120 FRPC Surface Mount,4000K, 2. LUMINAIRE SCHEDULE PROVIDED ON THIS SHEET IS FOR REFERENCE SHEET WH 90CRI,120V PURPOSES ONLY. FOR DETAILED INFORMATION SUCH AS MANUFACTURER AND Lithonia Lighting DSXW1 LED 20C DSXW1 LED WITH(2)10 LED LED 1 3436 1 34.9 PART NUMBER, REFER TO THE LUMINAIRE SCHEDULE ON SHEET E3.0. 4 W 530 40K T3M LIGHT ENGINES,TYPE T3M MVOLT HS OPTIC,4000K,@ 530mA WITH HOUSE-SIDE SHIELDS. Lithonia Lighting WST LED P1 WST LED,Performance LED 1 1659.115 1 12 4 W2 40K VW MVOLT package 1,4000 K, El ol visual comfort wide, MVOLT ELECTRICAL SITE PHOTOMETRIC PLAN sk PRICE SANDERS RHEES RUBY TEBEAU GENERAL NOTES: KEYED NOTES: O A. NUMBER ADJACENT TO DEVICE INDICATES POLE POSITION WITHIN 1. CONFIRM LOCATION OF IRRIGATION CONTROLLER PRIOR TO ROUGH-IN. THE ARCHITECTS OFFI(EF PANEL TO WHICH DEVICES SHALL BE CIRCUITED. 2. ROUTE LIGHTING CIRCUIT THROUGH BUILDING HOUSE PANEL VIA BOI MAIN STREET (2 0 8) 3 4 3 2 9 M B. CONTRACTOR SHALL COORDINATE ELECTRICAL SYSTEMS INSTALLATION PHOTOCELL/LIGHTING CONTACTOR. RE: DETAIL 1, SHEET E4.0. BOISE, IDAHO 83702 T A 0 I D A H 0.C 0 M TO AVOID INTERFERENCE WITH DUCTWORK/PIPING AND OTHER TRADES. ❑� CONTRACTOR SHALL COORDINATE PLACEMENT OF FIXTURES WITH 3. CONTRACTOR TO COORDINATE COMMUNICATIONS AND SATELLITE EQUIPMENT I I II II I , I I II II I , ARCHITECTURAL REFLECTED CEILING PLAN. LOCATION OF FIXTURES MOUNTING LOCATIONS WITH GENERAL CONTRACTOR AND MECHANICAL O ° C ° SHALL GOVERN WHEN CONFLICTS WITH SUPPLY/EXHAUST DIFFUSERS CONTRACTOR TO AVOID VENTS PRIOR TO ROUGH-IN. I � A-10 12 !_° ! ! I ! ! I o __,� � OCCUR. 3/4"C,2#10,1#10G 4. ALL EXTERIOR METERS AND CABINETS MUST BE LOCKABLE. o --- ----' o C. REFER TO SHEET E3.0 FOR LUMINAIRE SCHEDULE. D C ENGINEERING 5. MOUNT FIXTURE ON WALL OPPOSITE OF STAIRWAY. MOUNTING HEIGHT IS 0 0 D. COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLAN (RCP) APPROXIMATE. COORDINATE EXACT LOCATION IN FIELD WITH ARCHITECTURAL Careful listening.Dynamic solutions. (TYP OF 2 j WH U\W W�U HW FOR CEILING TYPES. FEATURES. www.dcengineering.net CU 0 208.288.2181 Project:19TA006 E. ALL FIXTURES WITHIN A GIVEN ROOM/AREA ARE THE SAME TYPE AS 6. DISCONNECTS MAY BE STACKED VERTICALLY ON WALL ACCORDING TO NEC, AND LOCAL L"Ki f THE SINGLE FIXTURE CALLED OUT WITHIN THAT ROOM/AREA, UNLESS CODES AS APPLICABLE. CLEARLY MARK DISCONNECT TO COORDINATE WITH EQUIPMENT - ,WP (TYP OF 2) EWH OTHERWISE NOTED. SERVED. 1 ST S7 S7 LR) -- CU S5 H_4 1 COMM AND SATELLITE--,, `--- - J S8 S8 FAU H - Hj, 1 FACP H_2 F. LINEWORK SHOWN FOR CLARITY OF SWITCHING ONLY. PROVIDE DISTRIBUTION PANEL. -- W-1---it--H-1- - -5 QUANTITY OF CONDUCTORS AS REQUIRED FOR CONTROL. RE: DETAILS 3 & 5, H-6 _ _1 _____! _ SHEET E4.0 O 00 � „----- CIO II r O6 G. CONTRACTOR SHALL PROVIDE #10 AWG CONDUCTORS FOR ALL 3 4 0 I�==== JL� A-10,12 KNOX F CIRCUITS OF 100' OR MORE UNLESS SHOWN LARGER. F-AW23/4"C,2#10,1#10G 'MDP' 0 I a �_30/�2/3R (TYP OF 4) H. COORDINATE ALL EXTERIOR LIGHTING FIXTURES WITH ARCHITECTURAL LF. PLANS PRIOR TO ROUGH-IN. O HOUSE ® ® RE: DETAIL 2, PANEL 'H' THIS SHEET I. ENSURE THAT FIXTURES INDICATED AS EMERGENCY BACKED COMPLY O WITH IBC SECTION 1006. BATTERY BACKED FIXTURES REQUIRE AN ADDITIONAL NON-CONTROLLED (HOT) CONDUCTOR FOR THE CHARGING CIRCUIT. J. REFER TO SHEET E3.0 FOR PANEL SCHEDULES. PROJECT H-1 JUMP CREEK 1 ELECTRICAL - BLDG 2-1 - 1 ST AND 2ND FLOOR PLAN ELECTRICAL - ENLARGED FIRE RISER RM 4-PLEXES SCALE: 1/8" = 1'-0" 2SCALE: 1/4" = 1'-0" N. BLACK CAT ROAD & GENERAL NOTES: KEYED NOTES: ® W. MALTA DRIVE A. NUMBER ADJACENT TO HOME RUN OR DEVICE INDICATES POLE POSITION WITHIN 1. PROVIDE ADDRESSABLE RELAY MODULE FOR CONTROL OF POWER TO THE MERIDIAN, IDAHO 83646 PANEL TO WHICH DEVICES SHALL BE CIRCUITED. SOUNDER BASES. B. CONTRACTOR SHALL COORDINATE ELECTRICAL SYSTEMS INSTALLATION TO AVOID 2. DOOR BELL SYSTEM TO INCLUDE EXTERIOR DOORBELL PUSHBUTTON, INTERIOR INTERFERENCE WITH DUCTWORK/PIPING AND OTHER TRADES. CONTRACTOR TRANSFORMER, AND CHIME TO BE MOUNTED IN ALL UNITS. ALL SENSORY UNITS SHALL COORDINATE PLACEMENT OF FIXTURES WITH ARCHITECTURAL REFLECTED ARE TO INCLUDE COMBINATION CHIME/STROBE IN PLACE OF CHIME. CEILING PLAN. LOCATION OF FIXTURES SHALL GOVERN WHEN CONFLICTS WITH SUPPLY/EXHAUST DIFFUSERS OCCUR. 3. ALL SMOKE DETECTORS SHALL BE PHOTOELECTRIC WITH 520HZ SOUNDER A-7 C. REFER TO ARCHITECTURAL SHEETS FOR ADA ACCESSIBLE UNITS AND SENSORY BASES AND CONNECTED TO THE 'FACP'. AN ALARM AT ONE DETECTOR IN A a UNIT ADDITIONAL REQUIREMENTS. DWELLING UNIT SHALL CAUSE ALL DETECTORS WITHIN THE DWELLING UNIT TO DRAWING SET SOUND THE ALARM SIGNAL. ACTIVATION OF THE BUILDING FA SYSTEM SHALL FP-D-1-1 D. PROVIDE COMBINATION TYPE AFCI PROTECTION PER NEC 210.12. ACTIVATE THE UNIT HORN/STROBES. AGENCY REVIEW a as E. VERIFY ALL CONTROLS DO NOT REQUIRE TIGHT GRASPING, PINCHING OR 4. CONNECTION FOR DISHWASHER. SET: /Qj 3 LEI LTWISTING OF WRIST. 5. EXTERIOR OUTLETS FOR USE BY RESIDENT SHALL BE INSTALLED WITH THE A-5 - LOWEST OPERABLE PART AT 17"AFG TO CENTERLINE. THIS INCLUDES CONTROLS 1 2-14-2 i F. ALL VERTICAL MEASUREMENTS ARE ABOVE FINISH FLOOR (A.F.F.) UNLESS a ¢ OTHERWISE NOTED, FOR WEATHER COVERS, ETC. 6. CONNECTION FOR WATER HEATER. COORDINATE INSTALLATION WITH GENERAL G. PROVIDE LED OR ENERGY STAR RATED COMPACT FLUORESCENT BULBS FOR ALL CONTRACTOR AND MECHANICAL CONTRACTOR. 1 LIGHT FIXTURES. SEAL ---- A-19', O PD ;-------- 7. CONNECTION FOR DISPOSAL. INSTALL SWITCH ON WALL IN ACCESSIBLE +46"IFF WP® o j H. NOT ALL KEYED NOTES USED ON ALL SHEETS. TONAL j LOCATION. �55 FN C ! ! - i ! ! NS 2 A- I. PROVIDE TAMPER-RESISTANT RECEPTACLES PER NEC 406.12. 8. THE SMOKE DETECTION SLC CONDUCTORS ARE TO BE TERMINATED AT THE A 5" AFF ! 7 A- j ° I 'FACP' WITHIN THE BUILDING FIRE RISER ROOM OR FAPS ON THE FLOOR IN A I I I I I I 1 CF1 00 CLASS B STYLE CIRCUIT. A-� j J ; 4 I II II O A- 3�15 a " jj S2 Q� 9. PROVIDE 4X4 JUNCTION BOX 8" FROM SMOKE DETECTOR FOR ADAPTABLE ,9T I IL___ ___ L 1 $ IL L � 14 a 1# � i iF SENSORY DEVICE. JUNCTION BOX TO BE NO FURTHER THAN 16 FROM yqN A GOPP FURTHEST PILLOW. IN NON-SENSORY UNITS PROVIDE BLANK COVER THAT 01/04/21 -5 MATCHES COLOR OF ELECTRICAL DEVICES. IN SENSORY UNITS PROVIDE 177CD --------- 1 a --- ----- STROBE. 1 This document is the property of THE ARCHITECTS A-5 1-18 6 J q 1 j I CF2 OFFICE, PLLC and is not to be duplicated without A-6,8 10. INSTALL UNIT ELECTRICAL PANEL AT +48 MAX TO CENTERLINE OF HIGHEST �I_ _________ ! - S2 - OPERABLE PART. COORDINATE THE INSTALLATION OF ELECTRICAL PANEL WITH written authorization. / "Cy,10, / "CW ,1 1 W/D PLUMBING CONTRACTOR. VERIFY THAT ADEQUATE SPACE IS AVAILABLE AND BE © THE ARCHITECTS OFFICE, PLLC A-5 1#10G 2 T A 5 A-1 COGNIZANT OF PIPING/WIRING CONFLICTS. 9 _ FILE JA 1 J 9 q_5 \ ® 11. OUTLET FOR WASHING MACHINE. MOUNT RECEPTACLE AT +46", APPLICABLE IN onrE O c 'A' UNITS. COORDINATE WITH PLUMBING CONTRACTOR FOR PLUMBING WITHIN DECEMBER 14, 2020 8 O 3 S „ 22,24 a 10 S SD 3 L WALL AND AUTOMATIC WASHING MACHINE SHUTOFF VALVE. O C a 1 C,2#6,1#lOG > > O S1 M S4 ¢ 12. PROVIDE IN WALL STRUCTURED LOW VOLTAGE BOX COMMUNICATION PANEL WITH FILE NO. 120V RECEPTACLE. (1-CAT 5E, WHITE AND 1-SERIES 6 (RG6) CABLE) ALL a A-5 O J J 12 FAU 16 04 16 A-1 WIRING TO BE OPEN TYPE RUN BACK TO APARTMENT BUILDING COMMUNICATION CD SID 15 15 PANEL. RE: DETAIL 4, E4.0. DE N S 3 o A-16 ! i 20 A-4 j 13. EXHAUST FAN TO OPERATE VIA THE ROOMS LIGHTING CONTROL. ELECTRICAL ---- -- -- - - - HL A-3 - 1 - i � i t r ,� j j CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR. ! I ' WV1 WV1 13 S6 ! I 17 ® -- ---- - ® 13 REVISIONS - -_____ - - -- ---- -- - - -- -- ------- 14. PHONE AND TELEVISION OPEN WIRING. -- -- - -- I M - - - - -- - EF EF -_----- j 01 11/19/20 REVISIONS CC 1 M 1 15. MOUNT JUNCTION BOX ABOVE DOOR FOR ADAPABLE SENSORY DEVICE. IN NON-SENSORY UNITS PROVIDE BLANK COVER THAT MATCHES COLOR OF S3 S3 ELECTRICAL DEVICES. IN SENSORY UNITS PROVIDE A 15CD STROBE. CF2 16. PROVIDE AND INSTALL 30-MINUTE TIMER SWITCH FOR CONTROL OF BATHROOM HEAT LAMP. COORDINATE HEATER LOCATION WITH ARCHITECTURAL PLANS. I I II II I I 17. IF FAN COIL UNIT PROVIDED WITH INTERNAL DISCONNECT THEN A SEPARATE ONE IS NOT REQUIRED. ELECTRICAL CONTRACTOR TO MAKE FINAL ® CONNECTIONS. A-3 SHEET 3 ELECTRICAL - BLDG 2-1 - ENLARGED PLAN 4 LIGHTING - BLDG 2-1 - ENLARGED PLAN SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" E20 ELECTRICAL PLANS M1 k 46or PANELBOARD SCHEDULE PANELBOARD SCHEDULE PRICE PANEL: A(2 BEDROOM) PANEL: H SANDERS VOLTAGE:240/120V PHASE:1 1 WIRE:3 AMPERE RATING: 125A SC RATING: SEE NOTE#3 MAIN: MAIN LUG VOLTAGE:240/120V PHASE:1 1 WIRE:3 JAMPERE RATING: 125A SC RATING: MAIN: MAIN LUG RHEES ENTRY: MOUNTING:FLUSH IENTRY: MOUNTING:SURFACE I RUBY LOADS: Am ps VA LOAD TYPES: 1 =LIGHTING REMARKS: LOADS: Am ps VA LOAD TYPES: 1 =LIGHTING REMARKS: NEMA 3R PANEL 2=RECEPTACLES PROVIDE COMBINATION TYPE AFCI RATED BREAKER PER NEC 210.12. PHASE A: 19 2309 2=RECEPTACLES NOTE#1 -PROVIDE HACR RATED BREAKERS FOR ALL MECHANICAL EQUIPMENT. TEBEAU 3=MISC NOTE#1 HACR RATED BREAKER.COORDINATE WITH HVAC FOR FINAL SIZE PHASE B: 13 1580 3=MISC NOTE#2-PROVIDE"RED"HANDLEAND CONNECT TO FIREALARM SYSTEM 4=MOTOR NOTE#2 PROVIDE GFI RATED BREAKER 4=MOTOR 5=KITCHEN NOTE#3 AIC RATING: UP TO 81 FEET=22K; OVER 81 FEET 1 OK FROM METER SECTION TOTAL: 3889 5=KITCHEN LOAD LOAD AMPS1 CKT CKT AMPS/ LOAC LUAU LOAD LUAU AM UK[ UK I AMF6/ LUA CAD (VA) LOAD SERVED NOTE TYPE POLES NO PHASE NO POLES TYPE NOTE LOAD SERVED (VA) (VA) LOAD SERVED NOTE TYPE POLES NO PHASE NO POLES TYPE NOTE LOAD SERVED (VA) TH I ARCHITECTS OFFICE 1335 LTS/REC/SMOKE-BEDROOM 1 3 15 1 1 A 2 20 1 2 2 REC- DISHWASHER/DISPOSAL 1176 333 LTS-EXTERIOR BUILDING MOUNTED 1 20 1 1 A 2 15 1 3 EWH-1 756 1100 LTS/REC/SMOKE-BEDROOM 2 3 15 1 3 B 4 20 1 3 LTS/REC BATHROOM 1 1619 360 LIGHTING CONTACTOR 1 20 1 3 B 4 20 1 2 REC-BUILDING EXTERIOR 720 499 MAIN STREET (2 0 8) 3 4 3-2 9 31 BOISE, IDAHO 83702 T A O I D A H O.C O M 2100 LTS/REC-LIVING RM, KITCHEN LTS 3 20 1 5 A 6 30 2 3 DRYER 2500 500 FIRE ALARM CONROL PANEL'FACP 2 3 20 1 5 A 6 20 1 2 REC-COMM&SAT PANELS 720 1500 REC-KITCHEN APPLIANCE I 2 20 1 7 B 8 - - 3 --- 2500 500 IRRIGATION CONTROLLER 2 20 1 7 B 8 20 1 SPARE 1500 REC-KITCHEN APPLIANCE II 2 20 1 9 A 10 25 2 4 1 CU-1 1536 SPARE 20 1 9 A 10 20 1 SPARE 1500 REC-MICROWAVE 2 20 1 11 B 12 - 4 1 --- 1536 SPARE 20 1 11 B 12 20 1 SPARE 4000 RANGE 3 40 2 13 A 14 20 1 SPARE SPARE 20 1 13 A 14 20 1 SPARE 4000 --- 3 - - 15 B 16 20 1 2 REGAICP(APART INDOOR COMM PANEL) 360 SPARE 20 1 15 B 16 20 1 SPARE D C ENGINEERING SPARE 20 1 17 A 18 20 1 2 WASHER 1500 SPARE 20 1 17 A 18 20 1 SPARE Careful listening.Dynamic solutions. 1000 REC-REFRIGERATOR 2 20 1 19 B 20 20 1 3 LTS/REC BATHROOM 2 1619 SPARE 20 1 19 B 20 20 1 SPARE www.dcengineering.net 3000 WH-1 3 40 2 21 A 22 45 2 3 1 FG1 4992 SPARE 20 1 21 A 22 20 1 SPARE 208.288.2181 Project:19TA006 3000 23 B 24 3 4992 7— SPARE LOADING BY TYPE CONNECTED NEC CODE DEMAND FACTOR DEMAND NOTES: GUEST ROOM LIGHTING OVA 220-42 SEE LOAD SUMMARY OVA LIGHTING 693 VA 210-19 125% 866 VA E-DENOTES EXISTING BREAKER TO REMAIN. '2 Bed-2 Bath' APARTMENT LOAD CALCULATION (OPTIONAL METHOD, NEC 220.80) RECEPTACLES 1940 VA 220-44 10kVA @ 100%, ELSE@ 50% 1940 VA N-DENOTES NEW BREAKER REQUIRED. CONNECTED LOAD MISC. 1256 VA 220-60 100% 1256 VA R-DENOTES TO REUSE EXISTING BREAKER. VA MOTOR LARGEST MOT.: 0� OVA 220-50 100% +LARGEST x 25% OVA KITCHEN #OF KIT. UNITS: OVA 220-56 OVA (B) 1.TWO SMALL APPLIANCE CIRCUITS 3000 TOTAL 16 A 17 A LAUNDRY BRANCH CIRCUIT 1500 2. GENERAL LIGHTING & SQ.FT: 992 2976 RECEPTACLES (3 VA/ SQ. FT.) 3. APPLIANCES: LUMINAIRE SCHEDULE -JUMP CREEK - MERIDIAN, IDAHO 1/4/2021 MICROWAVE 1500 PROJECT RANGE 8000 ID MANUFACTURER CATALOG NUMBER LAMPS INPUT WATTS VOLTAGE MOUNTING COMMENTS DRYER 5000 DISHWASHER 864 CF1 HARBOR BREEZE ITEM #747607 MODEL 40840 LED, 3000K 120 120 CEILING, LIVING ROOM WATER HEATER 6000 E- BASE STEM JUMP CREEK CF2 CANARM NEPTUNE BN #CF42NEP4BN SATIN NICKEL LEDD,, 3000K 90 120 SURFACE, BEDROOM 4. MOTORS MEDIUM CEILING GARBAGE DISPOSAL 1300 BASE 4-FLEXES SUBTOTAL: 30140 HL BROAN 161 250W BR40 IR 250 120 CEILING HEAT LAMP FIRST 1OKVA @ 100% 10000 PD1 PROGRESS P5096-09 LED, 3000K 100 120 CEILING, KITCHEN PENDANT REMAINDER @ 40% 8056 MEDIUM STEM SUBTOTAL: 18056 BASE POLE LITHONIA SSS 4C DDBXD (DM 19 AND DM28) IN 18' N/A N/A COORDINATE MOUNTING REQUIREMENTS WITH N. BLACK CAT ROAD & (C) LARGEST OF HEATING AND A/C 9984 AND 20' LENGTHS VENDOR P1 LITHONIA RSX1 P1 40K R3 MVOLT RPA HS DDBXD LED, 4000K 51 120 POLE HOUSE SIDE SHIELD W. MALTA DRIVE TOTAL LOAD: 28040 VA S1 PROGRESS P3924-09 LED, 3000K 60 120 CEILING ENTRY 117 AMPS MEDIUM MERIDIAN, IDAHO 83646 BASE S2 PROGRESS P3926-09 LED, 3000K (3)60 120 CEILING (2) IN EACH KITCHEN MEDIUM BASE 'BUILDING" PANEL LOAD CALCULATION (OPTIONAL METHOD, NEC 220.80) S3 PROGRESS P3924-09 LED, 3000K 60 120 CEILING BATH MEDIUM APARTMENT CONNECTED LOADS (PER NEC 220.32(C)) BASE S4 PROGRESS P3925-09 LED, 3000K (2)75 120 CEILING HALLWAY UNIT TYPE # OF UNITS UNIT LOAD (KVA) LOAD BY UNIT MEDIUM BASE DRAWING SET TYPE (KVA) AGENCY REVIEW 2 BED/2 BATH 4 40 160 S5 ENGINEERED 16540 LED, 3000K 7 120 CEILING SMALL STORAGE CLOSET TOTAL: 4 PRODUCTS CO. SET: S6 PROGRESS P3410-09 LED, 3000K (2)60 120 CEILING CLOSET TOTAL PANEL 'H' Unit Type 2X2' CONNECTED APARTMENT LOAD: 160 MEDIUM BASE 12 S7 JUNO JSF 71N 1OLM 40K 90CR1 MVOLT ZT WH (J LED, 4000K 13 120 JUNCTION COMMON AREA 1ST FLR CEILING. -14-20 DIVERSITY FACTOR: 45% BOX IC1 JB 4RLD) BOX S8 JUNO IC1JB JSF 71N 1OLM 40K 90CRI MVOLTZT LED, 4000K 13 120 JUNCTION COMMON AREA 2ND FLR CEILING. REFER TO SHEET OPTIONAL CALCULATED LOAD: 72 WH (J BOX IC1 JB 4RLD) BOX EO.0 GENERAL NOTE #2 SEAL W1 LITHONIA DSXW1 LED 20C 530 40K T3M MVOLT HS LED, 4000K 35 120 WALL COORDINATE MOUNTING HEIGHT WITH CORE CALCULATED LOAD (PANEL 'H") 4 DDBXD ARCHITECTURAL DRAWINGS S\ONAL FN W2 LITHONIA WST LED P1 40K VW MVOLT DDBXD LED, 4000K 12 120 WALL COORDINATE MOUNTING HEIGHT WITH Q�� N.9 ,y 'H' Unit Type 2X2' OPTIONAL CALCULATED LOAD: 76 ARCHITECTURAL DRAWINGS a F� 318 A WV1 PROGRESS P3054-09 LED, 3000K (4)100 120 WALL BATHROOM VANITY MEDIUM BASE Z PROGRESS P5813-31 LED, 4000K 60 120 WALL BACK PATIO MEDIUM Th'gAt A. GQRP BASE 01/04/21 General Notes: This document is the property of THE ARCHITECTS G1. Design is based on first named manufacturer. Alternate manufacturers are acceptable, subject to compliance with the specified requirements, form, and function of the luminaire. OFFICE, PLLC and is not to be duplicated without It is the contractors responsibility to provide a complete and operable system. Prior approvals will not be provided by Engineer. written authorization. Any alternate will need to match the listed outputs and energyuseage indicated in this design. © THE ARCHITECTS OFFICE, PLLC G2. Contractor shall provide and coordinate all fixture mounting accessories. FILE G3 Provide Satco#S9589 LED lamp or equivalent for all indoor medium base socket fixtures DATE DECEMBER 14, 2020 G4 Provide Satco#S9558 LED lamp or equivalent for all outdoor medium base socket fixtures FILE NO. DRAWN DE REVISIONS SHEET E300 ELECTRICAL SCHEDULES PRICE SANDERS RHEES RUBY TEBEAU THF ARCHITECTS OFFICE 499 MAIN STREET (208) 3 4 3-2 9 3 1 THE SATELLITE DISTRIBUTION ALLOWS FOR ONLY (1) SATELLITE DISH RG6 TO SAT PANEL (TYP) BOISE, IDAHO 83702 T A 01 D A H 0.C 0 M PER COMPANY TO BE PLACED ON THE BUILDING SO THAT THEY WILL SEE THE SOUTHEAST SKY. COORDINATE DISH MOUNTING LOCATION WITH ARCHITECT. THE SATELLITE SERVICE PROVIDER WILL PROVIDE DISTRIBUTION EQUIPMENT AS NEEDED H N SATELLITE SATELLITE CABLES TO DC ENGINEERING — H-3 PHONE/DATA/TVr TIMECL——I A B OUTLETS (TYP) Careful listening.Dynamic solutions. www.drengineering.net L—— J FINISH GRADE REPAIR TO ORIGINAL SURFACE CONDITION. (1) 90% BRAID RG6 COAX 208.288.2181 Project:19TA006 PHOTOCELL CABLE W/ COMPRESSON 'F' CONNECTOR ROOF 1-1/4" SATELLITE 'A' 1-1/4" SATELLITE 'B' CONDUIT TO CABINET CONDUIT TO CABINET COMPACTED EARTH , o PASSIVE TVSPUTTER 2 WARNING TAPE BACKFILL N CAT5E CABLE RUN LENGTH OF TRENCH Lr, , 1-1 4" SATELLITE 'A' H-1 I EXTERIOR BUIILDING MOUNTED / CONDUIT SATELLITE 'B' = Z CONDUIT WITH PULL CONDUIT WITH PULL _SPARE STRING STUBBED, TYPICAL NEMA 3R ENCLOSURE SIZE OF STRING STUBBED 16° PHONE DISTRIBUTION MODULE i SPARE 16" ABOVE ROOF, 24"x24"x8" PER SATELLITE CABINET. MOUNT ABOVE ROOF, LABELED i SPARE COMPACTED BEDDING & 0 LABELED AND PROVIDED ABOVE PHONE AND CCTV EQUIPMENT CABINETS AND PROVIDED WITH lo SPARE EARTH BACKFILL WITH WEATHERHEAD. AS INDICATED IN DETAIL 5, THIS SHEET. WEATHERHEAD. DATA DISTRIBUTION MODULE r—• SPARE r—• I SPARE RE: RISER DIAGRAM & SITE r—• SPARE PLAN FOR CONDUITS AND RESIDENTIAL PROJECT L--J O O CONDUCTORS. SATELLITE SATELLITE COMMUNICATION DETAIL KEYNOTES: ® ,A, , E RECEPTACLE B, — SURGE DISTRIBUTION PANEL 1. MONT FACING NORTH. 4" 12 ABOVE ROOF 4" MIN 4" MIN CABINET CABINET JUMP CREEK 2. MOUNT LIGHTING CONTACTOR IN NEMA 4-PLEXES 3R ENCLOSURE ADJACENT TO ELECTRICAL PANELS. (1) CAT5E WHITE AND (1) SERIES 6 (RG6) CABLE. BUILDING EXTERIOR LIGHTING CONTACTOR UNDERGROUND CONDUIT DETAIL SATELLITE DETAIL APARTMENT UNIT COMM PANEL (WP) N. BLACK CAT ROAD & 2Scole: NTSSCALE:N.T.S. 3SCALE:N.T.S 4SCALE:N.T.S. W. MALTA DRIVE MERIDIAN, IDAHO 83646 0 CV pp DRAWING SET FLUSH HANDHOLE FLUSH HANDHOLE AND AGENCY REVIEW AND COVER COVER APT BUILDING LOCAKABLE PHONE & CAN PANEL. SET: (2) NEMA 3R ENCLOSURES (FOR OUTDOOR 3 BASE COVER BASE COVER INSTALLATIONS ONLY), 12"X12"X12" J—BOX W/ 1 BASE PLATE 3 BASE PLATE 12-14-20 BACK MOUNTING PANEL 1" NONSHRINK GROUT 1 2 1" CHAMFER AROUND 2 1" NONSHRINK GROUT 4" 5 FINISHED GRADE EDGE 4#5 VERTICAL REINFORCING 1" CHAMFER AROUND EDGE 5 FINISHED GRADE BAR EVENLY SPACED SEAL z AROUND PERIMETER " EXPOSED CONCRETE TO HAVE z `TONAL PHONE CCTV #4 REINFORCING AT 6 O.C. SACK FINISH. VENDOR VENDOR = HORIZONTAL N EQUIP EQUIP o #4 BARE COPPER BOND FROM Qo� S .yam #4 BARE COPPER BOND FROM z BOLT TO REBAR WITH EXOTHERMIC N a 1 W 3 BOLT TO REBAR WITH EXOTHERMIC FINISHED GRADE WELD OR COMPRESSION FITTING 9 WELD OR COMPRESSION FITTING 2 o Tz Z " 4" GROMMET 4#5 VERTICAL REINFORCING BAR ^ z N=L F, N yqN A GO�P01/04/21 GUTTER 4 BASE OF 4500 PSI i M oU This document is the property of THE ARCHITECTS 2" CAN CONDUIT #4 REINFORCING AT 6" O.C. ° CONCRETE. EXPOSED 2" TELEPHONE HORIZONTAL PORTIONS TO HAVE `" OFFICE, PLLC and is not to be duplicated without STUBBED, SACK FINISH. ? written authorization. CONDUIT STUBBED, CAPPED AND IDENTIFIED BASE OF 4500 PSI CONCRETE © THE ARCHITECTS OFFICE, PLLC CAPPED AND IDENTIFIED TO 5'-0" OUTSIDE EXPOSED SURFACES ARE TO00 ° 3" MIN. TO 5'-0" OUTSIDE BUILDING FOOTPRINT. HAVE SACK FINISH BUILDING FOOTPRINT. FILE 457— .—24" MIN.— �24" MIN i DATE DECEMBER 14, 2020 KEYED NOTES: FILE NO. 1. CAT5E PATCH PANEL FOR TERMINATION OF UNIT CAT5E CABLES. PROVIDE QUANTITY AS POLE BASE DETAIL GENERAL NOTES: POLE BASE DETAIL GENERAL NOTES: NEEDED. DRAWN 2. PROVIDE GROUND BUS IN EACH BOX WITH GREEN COPPER GROUND CONDUCTOR TO MAIN 1. WHERE CONCRETE SLAB OR PAVING IS IN DIRECT CONTACT WITH POLE BASE, THE BASE 1. WHERE CONCRETE SLAB OR PAVING IS IN DIRECT CONTACT WITH POLE BASE, THE BASE DE SERVICE EQUIPMENT GROUND, SIZE PER DETAIL 3, THIS SHEET. #6 AWG MINIMUM AND IS CONSTRAINED AND THE FOOTING EMBED MAY BE REDUCED AS NOTED. IS CONSTRAINED AND THE FOOTING EMBED MAY BE REDUCED AS NOTED. 750KCMIL MAXIMUM. POLE BASE DETAIL KEYED NOTES: POLE BASE DETAIL KEYED NOTES: REVISIONS 3. COAX SPLITTER PROVIDE WITH NUMBER OF PORTS AS NEEDED. 1. PROVIDE GALVANIZED LOCKNUTS AND LOCKWASHERS. 1. PROVIDE GALVANIZED LOCKNUTS AND LOCKWASHERS. 4. CABLES TO APARTMENT UNIT COMM PANEL. (1) CAT5E, (1) SERIES 6 90% BRAID (RG6) 2. PROVIDE ANCHOR BOLTS TO MATCH PATTERN AS PROVIDED BY MANUFACTURER. LABEL EACH CABLE WITH UNIT NUMBER. 2. PROVIDE ANCHOR BOLTS TO MATCH PATTERN AS PROVIDED BY MANUFACTURER. 5. PROVIDE AND INSTALL DUPLEX POWER RECEPTACLE. REFER TO UNIT PANEL SCHEDULES FOR 3. STUB 3/4"C-6" ABOVE POLE BASE. 3. STUB 3/4"C-6" ABOVE POLE BASE. CIRCUIT. 5 APT BLDG COMM PANEL 6 POLE BASE DETAIL 7 POLE BASE DETAIL SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SHEET E4mO ELECTRICAL DETAILS