5010 VIEW DR 2018 Plans 2022-11-23

�— 1 - � - - _ 2 I 3 i 4 5 — — --- - - I , - - ; -- � GENERAL NOTES ' D � � ', L-- —_ 1. INSTALLATION TO BE IN ACCORDANCE WITH THE STRUCTURAL DESIGN AND ��-_-- -- CALCULATIONS OF THE STRUCTURAL ENGWEER. � 2. NEW PORTABLE CLASSROOMS ARE TO BE CONNECTED TO THE MAW FIRE ALARM ! . ♦ ; SYSTEM. II • 3. RAMP SHALL CONFORM WITH THE WASHINGTON STATE BARRIER FREE DESIGN � � , , REQUIREMENTS AND APPLICABLE FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. '� � 4. PROVIDE AN UNDER FLOOR ACCESS PANEL WITH A MINIMUM CLEAR OPENING I WIDTH OF 18°x 24". THE OPENING MUST BE COVERED WITH A DOOR OR SCREEN. i � ' i . . � . .. � � -- 5. PROVIDE UNDER FLOOR VENTILATION AT THE RATE OF 1 SQUARE FOOT NET FREE i AREA FOR EACH 150 SQUARE FEET OF UNDER FLOOR AREA.VENTS ARE TO BE • LOCATED TO PROVIDE CROSS VENTILATION. COVER VENTS WITH 1/4"CORROSION � ---- i . � RESISTANT WIRE. � � � I � 6. ALL CONSTRUCTION IS SUBJECT TO FIELD INSPECTIONS, CORRECTIONS AND ; �� I— ———'—i"'———'——�————— FINAL FIELD APPROVAL TOGETHER WITH ISSUANCE OF A CERTIFICATE OF � 15'-0 —1 OCCUPANCY PRIOR TO THE BUILDING BEING OCCUPIED. � � i - - - - - - - - - - - - - - � i '� FIRE LANE � I � � �� / ,��/�;j ( 7. AN APPROVED SET OF PLANS SHALL BE KEPT AT THE JOB SITE AT ALL TIMES �� DURING CONSTRUCTION. � � � � I i 8. PLACE ONE TYPE 2A-10BC FIRE EXTINGUISHER IN EACH PORTABLE. MOUNT AT i I I MAX. 54"AFF AND PLACE ADJACENT TO DOOR. \ I / � �� /� � � � 9. ROOF DRAINAGE TO BE VIA ALUMINUM GUTTERS AND (4) DOWNSPOUTS AT EACH � � -- -- \ P5/P6 ;; / � � BUILDING CORNER. THE DOWNSPOUTS WILL DRAIN TO SPLASH PANS WHICH WILL . , � , . EXISTING PORTABLE � � P7 / � I PORTABOLE C'LASSRO MIAND A L DJAC N�T STIRUCTURESE AWAY FROM THE � / /� PROPOSED PORTABLE � 28'X 32' � � , I� 6"CRUSHED ROCK BUILDING PAD TO , /, � / 896 S.F. ( � 28'X 32 � � � EXTEND 24" BEYOND FACE OF BUILDING 10. PORTABLE CONTRACTOR TO PAINT BUILDING SKIRT TO MATCH EXISTING BASE � �C � � ';� 896 S.F. ' � AND TRIM COLOR 9739 '� I I , I REGISTERED I C j % I I ARCHITECT � 11. REMOVE ALL VEGETATION AND ORGANICS FROM BUILDING PAD AREA. BUILDING ' C � � �� I PAD TO EXTEND 24"BEYOND FACE OF BUILDING AND 12"BEYOND FACE OF ; � RAMPS, LANDINGS ANQ STAIRS. PROVIDE A 6"THICK CRUSHED ROCK BASE. � � � FIRE EXTINGUISHER � � KEw cARoiNER sMiT� � � � � � � MOUNTED ON INSIDE �, � � � %� 12. EXTERIOR PAINT COLORS: VERIFY WITH DISTRICT PRIOR TO PAINTING. sraTE oF wnsHtNcroN � � � j WALL NEXT TO DOOR � I � 13. SIX MIL BLACK POLYETHYLENE OR APPROVED EQUAI.SHALL BE LAID OVER THE � ( I //��/j�i//�'i///� /'/%;�%%�%'' �' %/�'' // � ( i � � � �� '��/' '� '��%' ;;� �� j % � GROUND IN UNDER FLOOR CRAWL SPACES. THE COVER S HAL L B E O V E R L A P P E D � �� \ ' ! 12" MINIMUM AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. NOT � _ • � � . �N � REQUIRED AT ASPHRLT. � � ' � . EX�ST�N� �.8. Lowell ES 2018 � � ; Portables � � � � FOR � � ' Everett Public ' , . , , f 5 x5 LANDING WITH 4 x20 RAMP, ��O ' � 5'x10' LANDlNG WITH 4'x10' RAMP, —� O c � ; �7 � STAIRS. MAX RAMP SLOPE OF 1:12. AT � j 5010 View Dr Everett WA 98203 � i � � BUILDING PERMIT � 03/29/2018 ' B . B . This drawing is: � � 1. Copyright 2018 Dykeman, Inc. 2. The ArchitecYs Instrument of Professional Service. 3. For use on this project only. Obtain Architect's iIwritten permission for any other use or reproduction. , . � . . 2018-003 � � . MARK DATE DESCRIPTION 02/16/2018 OWNER REVIEW � 03/29/2018 BUILDING PERMIT � I i ' � --�-- -- EXISTING . . � � . ELEMENTARY ! ! � SCHOOL BLDG. PRINCIPAL IN CHARGE:j KGS � 61,210 SF � � PROJECT MANAGER: � ZAH F.F. EL= 97.4' , PROJECT ARCHITECT: j A JOB CAPTAIN: I DDF � ; A � � I ' PARTIAL SITE PLAN - � PORTABLES i ; _ - --- --_ ._ _ ; . . , , ; . . , , j 0 4' 8' 16' � � �� PARTIAL SITE PLAN - PORTABLES i� �■r � , A 1 -- i �is° - ��-o° — -- - — — scaie: �is°_ ��-o° NORTH ' _ , j �� 1 --- - -- - 2 3 _ --- 4 5 _ _ _�J .