|
� Permit#: C1603-068
<br /> Site Address 543 VIEW RIDGE dR
<br /> Owner: J&C NO 3 LLC
<br /> � 5 Tenant: [7enNameI
<br /> 1 2 3 4
<br /> App. Qate: 3/Z8/2Q16
<br /> � � Proposed Use: SFR DETACHED
<br /> � Descriptian: NEW SF
<br /> E
<br /> Reviewed By: Date: f�i1' Z �(D
<br /> �Office Set �ol�Site Set Fire/Planning Set
<br /> !
<br /> � �
<br /> 222Z Everett Avenue
<br /> • G E N E RA L N O T E S su�tQ #io4
<br /> E E Everett, WA. 98201
<br /> Ph. 42�.259.066i
<br /> F��. 4�25.�52.f�911.. ;
<br /> � �.��� �n,n�� �
<br /> DIVISION 1: GEfVERAL REQUIREMENTS DIVISION 7: THERMAL AND MOISTURE PROTECTION DIVISION 10: SPECIALTIES
<br /> PROJECT SHALL CONFORM TO 2012 EDITION OF THE I.R.C. AND ALL CODES LiSTED ABOVE OR OF AUTHORITTES HAVING 1. HEATED BUiLDING ENVELOPES SHALL CONFOi2M TO THE WSEC. PRESCRIPTNE METHOD OR BY ENERGY ANALYSIS. 1. ALL GAS BURNING APPLIANCES SHALL HAVE PILOT LIGHTS AND BURNERS MORE THAN 18"ABOVE FLOOR.
<br /> JURiSDICTiON. 2, FACED BATT. INSUU�TION TO BE STAPLED AT FACf. 2. WOOD STOVES/ FIREPLACES SNALL HAVE TIGHT FITTING DOORS AND FLUE DAMPERS,OIIfSIDE COMBUSTION AIR(6")
<br /> DESIGN CRITERIA: (UNLESS NOTED OTHERWISE:) 3. PROVIDE 4 MIL. INTERIOR VAPOR RETARDER OR APPROVED PVA PAINT. PREFABRICATED FIREPLACE TO BEAR THE STAMP OF AN APPROVED TESTING LAB AND SHALL BE INSTALLED IN ACCORDANCE WITH
<br /> ROOF 40 psf(16DL + 25LL) 4. PROVIDE EXTERIOR MOISTURE BARRIER MEMBRANE(TYVEK OR EQ)OVER EX'fERIC?R SHEETING. THE TERMS OF THEIR LISTING AND THE MANUFACTlJRES INSTRUCTIONS. ��'j Q o
<br /> FLOOR 50 psf(lODL + 40LL) 5. EXTEND WIND BAFFLE 12" ABOVE ATTIC INSULATION TO MAINTAIN MINIMUM 1"CLEARAIRSPACE. DIVISION 22: PLUMBING �� p�
<br /> EXT. DECKS 60psf(10DL+ 50LL) 6. INSULATION SHALL NOT BE COMPRESSED. 1. SHOWERS TO BE iIMITED TO A 2.5 GPM FLOW. � s =_
<br /> ALL EXISTING DIMENSION AND CONDITiONS SHALL BE FIELD VERIFlED ANY DESCREPANQES SHALL BE REPORTED TO 7. WRAP WATER HEATfRS WITH POLY FACED R-16 BA7T. WATER HEATERS SHALL MEET THE REQUIREMENTS AND SHALL BE SO �v F'`�
<br /> 2.TOILETS TO BE LIMITED TO 1.6 GAL PfR FLUSH. w � �
<br /> ARCHITECT IMMEDIATELY. LABELED. 3. LAVATORY FAUCETS TO BE LIMITED TO 2.5 GPM. � a a o
<br /> 3. DO NOT SCALE DRAWINGS. MANY COMPONENTS AND RELATIONSHIPS ARE DIAGRAMMATIC AND DO NOT YIELD 8. PROVIDE R-10 RIGID INSULATION AT BASE OF WATER HEATERS iN llNHEATEQ SPACES. 4. WATER NEATERS SHALL BE SECURE TO FRAMING wJ(2}GALV.SEISMIC STRAPS.
<br /> ACCURATE DIMENSIONS. 9. IN UNHEATED SPACES WRAP CONDITI ONING SUPPLY D U C T S WITH R-8 IN SULATION,WATER PIPE S WITH R-3. 5. WATER HEATER PRESSURE RELiEF VALVES SHALL BE PLUMBED TO DCTERIOR. M '�
<br /> 10. INSULATE EXHAUST QUCTS IfY UNCOND1TtONED SPACES TO R-4, DMSION 23: MECHANICAL �
<br /> DIVIS{ON 2: EXISTING CONDITIONS 11. NON-RECIRCULATION HOT AND COLD WATER PIPES LOCATfD IN UNCONDITIONED SPACE SHALL BE INSULATED TO R-3 MINIMUM. 1. SOURCE SPECIFiC fANS WHICH VENT TO BUILDING EXTERIOR ARE REQUIRED AS FOLLOWS:
<br /> 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONIQ"f'IONS AND DIMENSIONS PRIORTO CONSTRUCIION.ARCHITECT �
<br /> SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANQES,OMISSFONS OR IRRGULARIftES. BATHS&POWDER ROOMS: 50 CFM, V.T.O.
<br /> DIVISION 8: OPENINGS LAUNDRY ROOM -WHOLE HOUSE FAN: 105 CFM, V.T.O. These pians are the
<br /> DIV1510N 3: CONCRETE i. PROVIDE PERMANENTLY MARKED SAFTY GtAZING AT THE FOLLOWING LOCATIONS: KITCHEN RAIVGE 100 CFM, V.T.O, capyrighted material
<br /> 1, ALL F40TINGS SHALL BEAR ON UNDISTURBED SOIf_WITH BEARING CAPACTf`l OF 2,000 PSF MIN. a. IN ANY OPERABLE DOORS, SWINGING OR SLIDING. 2. WHOLE HOUSE FANS MUST PROVIDE A MINIMUMM OF .35 AIR CHANGES PER HOUR(MAXIMUI�OF.5 ACH)AND MUST PROViDE A Of ARCHITECTURAL
<br /> 2. EXTERIOR FOOTINGS SHALL BEAR ON NON (JRGANiC UNDISTURBED SOIL,A MINIMUM OF 1'-6"BELOW GRADE. b. ALL WINQOWS WfT'H 24" ARC OF EITHER VERTICA�EDGE OF A CLOSED MIN. OF 15CFM FOR EACH BEDROOM AND AN ADDITIONAL 15CFM FOR OTHER AREAS COMBINED. DESIGN ASSOCIATES,
<br /> 3. C�NCREfE SHALL BE F'c = 2500 psi w/A MINIMUM 5 1/2" SACKS PER CUBIC YARD MIX. c. WHEN THE BOTTOM EDGE OF THE WINDOW IS WITHIN 60"ABOVE THE F�OOR 3. WHOLE HOUSE FAN MUST BE CONTROLLED BOTH BY AN AUTOMATIC TIMER AND A MANUAL SWITCH.
<br /> 4. REiNFORCING STEEL SHALL BE ASTM A-b15,GRADE d. AS LISTED SEPRRATELY IN NOTES BELOW. 4. WHOLE HOUSE FANS LOCATED WITHIN 4'OF THE CEILING MUST HAVE A SONE RATING OF 1.5 OR LESS. P.S. any plans that do
<br /> not bear an architect's
<br /> 40- #4, GRADE 60 - #5 OR LARGER. 2. ALL PENETRATIONS THROUGH FLOORS OR CEILING SHALL BE CAULKED AND SEALED. 5. ALL EXHAUST FANS SHALL HAVE A TIGHT FITTiNG BACK DRAFf DAMPER. stamp signed in blue
<br /> 5. COVER REINFORCING STEEL WITN 1 1/2" OF CONCRETE. 3" WHEN POURED IN DIRECT CONTACT W1TH EARTH. 3. EGRESS WINDOWS SHALL HAVE A SILL HEIGHT OF NO MORE THAN 44 ABOVE FINISN FLOOR 6, EACH RO�M SHALL BE PROVIDED WITH FRESH AIR INLET DUCTS WITH A MINIMUM OF 4 5Q.IN. ink are un��thorized
<br /> 6. VERIFY THAT FOUNDATION VENTS DO NOT INTERFERE WtTH ST'RUCTURAL HARDWARE OR SYSfEMS. 4. AN ESCAPE WINDOW IS REQIlIRED FROM ALL BASEMENTS W1TH HABITALBE SPACES. 7. PROVIDE A CIRCULATION AIR SUPPLY OPENING OR DUCT OF 2 SQUARE INCHES PER 100�BTt!FOR FORCED AIR FURNACE. copies and may be in
<br /> 5. OPENINGS FRROM A PRIVATE GARAGE AND RESIDENCE SHALL BE 1 1/2 MIN.THICKNESS, SOLID-CORE,WITH SELF CLOSER AND 8, OUTDOOR AIR INLETS SHALL NOT BE PLACED IN THE FOLLOWING LOCATIONS: (A) CLOSERTHAN 10 FEEf FROM AN APPLIANCE
<br /> p DIVISION 4: MASONRY LATCH. HONEYCOMB STEEL DOOR OR 20 MIN. IABELED DOOR MAYBE USED. VENT, UNLESS SUCH VENT OUTLET IS 3 FEEf ABOVE INLET. (C)A HAZARDOUS OR UNSANITARY LOCATION.{D)A ROOM OR SPACE p vio4ation of capyright
<br /> DIVISION 5: METAL 6. EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED iN SUCH A MANER AS MAKE THEM WATERPROOF. HAVING ANY FUEL-BURNING APPLiANCES. laws.
<br /> l. ROOF/VALLEY&ROOF/VERTICAL SURFACES SHALL BE FLASHED&COI�NTER FLASHED WITH MIN. 26 GA.GALVANIZED. 7. GtAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM OF THE TREAD OF A STAIRWAY IN ANY 9. EXHAUST DUCTS SHA�L BE A LISTED"DUCT"TERMINATE A MIN. OF 36" AWAY FROM ALL OPENINGS HAVE R-4 INSULATION VALUE
<br /> 2. ALL EXPOSED METAL SHALL BE NOT DIPPED GALVANIZED. DIRECTION WMEN THE EXPOSED SURFACE OF THE GLAZING IN UNCONDITIONED SPACES
<br /> IS LESS THAN 60 INCNES ABOVE THE NOSE OF THE TREAD,
<br /> 8. GLASS SH�WER AND BATHTUB ENCLOSt1RES/HOT TUB/SAUNA w/ BOTf�M EDGE LESS THAN 60"ABOVE FLOOR DRAIN.
<br /> DIVISION 6:WOOD PLASTICS AND COMPOSITES SAFTEY GLAZING IN AN INDIVIDUAL FIXED Ot�OPERABLE PANEL, THAT MEEfS ALL OF THE FOLLOWING CONDITIONS:
<br /> 1. DEFERRED SUBMITTAL�OR TRUSSES SHALL BE SUBMITfED TO THE BUItDING DEPARTMENT fOR REVIEW AND APPROVAL, a. EXPOSED AREA OF AN INDIVIDUAL PANE GREATERTHAN 9 S.F,.
<br /> 2. AlL SCALED TRUSS DRAWINGS SHALL BE REVIEWED BY THE ARCHITECT/ENGINEER OF RECORD PRIOR TO SUBMITTAL TO THE DIVISION 26: ELECTRICAL
<br /> b. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 1. ALL ELECTRICAL TO CON FORM TO THE 2012 INTERNATIONAL ELECTRICAL CODE.
<br /> JURISDICTION fOR THEIR REVIEW AND APPROVAL. c. EXPOSEp TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. 2, 110 VOLT SMOKE DETECTORS wJ BATTERY BACKUP&ITERCONNECTED AT THE FOLLOWING LOCATIONS:
<br /> 3. ALL IUMBER SHALL BE PER WWPA STANDARDS: d. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALI.Y OF THE PLANE OF THE GLAZING. a. ONE PER FLOOR, INCLUDING BASEMENT x
<br /> JOISTS&RAFTERS HF#2 OR BETTER 9. ALL ATTICS SHALL HAVE A 22"x30" MIN. ACCESS w/ MINIMUM 30" HEADROOM,ACCESS SHALL HAVE BE INSULATED w/WEATHER b. ONE PER SLEEPING ROOM W
<br /> SAWN BEAMS HF#2 OR BEfTER (j)
<br /> GLULAM BEAMS 16f or 24f-V4 per plar�s STRIPPING. c. ONE OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. �
<br /> 10. CRAWL SPACE SHALL HAVE A 24 x18 MIN. 3. ALL ELECTRICAL OUTLETS LOCATED IN THE FOLLOWING LOCATIONS SHALL HAVE G.F.I. PROTECTION: � Z
<br /> MICROLAMS 1.9E 11, EGRESS WIND04r9S WHERE REQUIRED, SHALL HAVE A MIN. t�ET CLEAR OPENING OF d. BATHROOMS �'""�
<br /> PARALLAM S 2AE 5J S,F. , MIN. NET�CLEAR HEIGHT OF 24"AND A NET CLEAR WIDTH OF 20". W
<br /> COLUMNS NF#1 OR BETTER e. GARAGES = (�
<br /> 2. TRUSSES SHALL BE DESIGNED BY A LICENSED WASHINGTON STATE ENGINEER. f. KITCHENS � �
<br /> 3. WOOD IN DIRECT CONTACT WITH EARTH OR MASUNRY SHALL BE PRESSURE TREATED. DMSION 9: FINISMES g. OTHER APPLICABLE UNPROTECTED LOCA7IONS SUCH AS DCfERIOR LOCATIONS �
<br /> 4. EXTERIOR DECKS SHALL BE CONSTRUCTED OF PRES5URE TREATED OR DECAY RESISTANT WOOD, 1. PROVIDE WALL CQVERINGS THAT SHALL BE CEMENT PLASTER,TILE OR APPROVED EQUAL TO 70"ABOVE DRAIN AT SHOWER OR W �
<br /> 5. PROVIDE SOLID FIRE BLOCKING AT STUDS OVER 10', ROOF J WAIL INTERSECTIONS. TUBS WITH SHOWERS. WALL COVERINGS SPECIFIED AT SHOWERS. J
<br /> 6. ALL NAILZNG TO BE PER ENGINEER'S NOTES OR PER 2012 I.R.C. 2. GARAGE SHALL BE SEPARA'fED FR�M HABITABLE ROOM ABOVE w/5/8"TYPE'X'G.W.B„ GARAGES SHALL BE SEPARATE FROM THE H �
<br /> 7. ALL STRUCTURAL PANEL COMPONENTS, WITHIN THE CONDITIONED SPACE, SUCH AS PLYWOOD, PARTICLE BOARD,WAFER BOARD RESIDENCE W/NOT LESS THAN 1/2"TYPE `X'G.W.B. APPLIED ON GARAGE SIDE, TYP. ANY SUPPORTING STRUCTURE OF FLOOR/ �- �
<br /> AND O.S.B. SHALL BE IDENTTFIED AS"IXPOSURE I"OR"EXTERIOR". CEILING ASSEMBLY SHALL BE NOT LESS THAN 1/2"TYPE 'X'GWB
<br /> 8. HANDRAILS TO BE 1 1/2"T�2". PLACED 1 1/2" FRUM WALL&34"-36" ABOVE TREAD NOSING, RETURN TO WALL. HANDRAILS TO 3. 5/8"7YPE 'X' GWB AT ALL ACCESSIBLE SPACES BENEATH STAIRS. �'`�
<br /> EXTEND 12" BEYOND TOP AND BO�I"OM OF STAIR7READ.
<br /> 9. GUARDRAILS SHALL BE 36"ABOVE FLOOR IN ALL RESIDENTIAL OCCUPANQES.
<br /> 10. GUARDRAILS SHALL BE CONSTRUCTED SO THAT A 4" DiA. SPHERE CANNOT PASS THROUGH INTERMEDIATE MEMBER.
<br /> C 11, GLAZING IN GUARDRAILS SHALL BE OF SAFETY GLAZING. C
<br /> SYMBOL LEGEND CODE REFERENCES PROJECT INFORMATI4N PROJECT DIRECT4RY DRAWING INDEX
<br /> � DETAIL NUMBER INTERNATIONAL RESiDENTIAL CODE:2012 SCOPE OF WORK: NEW 4,256 SF 3-BEDROOM 1-STORY SFR ARCHITECT; ARCHiTECTURAL DESIGN ASSOCIATES, P,S.
<br /> DETAIL REFERENCE: JAMES THOMAS,ARCHITECT
<br /> p9 SHEET NUMBER MATTHEW SCHREIFELS, PRO,fECT MANAGER
<br /> INTERNATIONAL MECHANlCAL CODE: 2012 T0.1 TfTLE SHEET/DRAWING INDEX
<br /> SQUARE F40TAGE: 2221 EVERETT AVE STE#104 ��� � ��T� o� ��� '
<br /> • �,��F�'., -�T� �.l�'1 L pi�%� �F�' t�P�%v�'.t�
<br /> INTERNATIONAL FIRE CODE: 2012 CURRENT ADDITION OF AND AMENDMENTS TO TOTAL HEATED LIVING SPACE ......................... 4,256 S.F. EVERETT, WA 98201 EXISTING SURVEY BY MEAD GILMAN � 1 w
<br /> BUILDING SECTION A SECTION� THE EVERETi'�IRE CODE TOTAL GARAGE AREA GARAGE ....................... 970 S.F. PH: (425) 259-0661 FX: (425) 252-6911 S�� �� O � o
<br /> REFERENCE: g S H E E T N U M B E R U N I F O R M E D P L U M B t N G C O D E: 2 0 1 2
<br /> jthomas@arch-design.net matt@arch-design.net C I V I L � p� o �
<br /> c� G� w
<br /> WASHINGTON STATE ENERGY CODE: 2012 OCCUPANCY GROUP: R-3 C L I E N T/O U V N E R: J O E & C H A R L I E P I G N A T A R O BY �MEGA ENGINEERWG UNQER SEPARATE COVER � ¢ o �
<br /> A N S I/A F&P A S D P W S 2 0 0 8 �4 9 0 0 7 2 N D A V E W A R C H I T E C T U R A L � �
<br /> A EDM ONDS, WA 98206 0 0 � w �
<br /> C O N S T R U C T I O N T Y P E: V B B Y A R C H I T E C T U R A� D E S f G N
<br /> INTERIOR ELEVATION ° B PH; 425 334-9313 �--� > '-'-'
<br /> REFERENCE: � � } ASSOCIATES, P.S. ( � � ,n w
<br /> cpignataro@comcast.net � �
<br /> INTERIOR ELEVATIONS� R EV I S I 0 N S L�G BUILDING CODE CRlTERIA: 2012 INTERNATIONAL RESIDENTIAL CODE A1.0 FRONT � REAR ELEVATION �
<br /> B REFERTO SHEET 12 SURVEYOR& MEAD GILMAN AND ASSOCIATES A1.1 SIDE ELEVATfON B �
<br /> 2012 INTERNATIONAL MECHANICAL Ct?DE A2.0 MAIN FL04R PLAN ,�;
<br /> 2012 INTERNATIONAL FIRE CODE LAND USE 17625 130TH AVE. NE z
<br /> 2012 UNIFORM PLUMBING CODE WOODINVILLE, WA. 9$072 A3.0 FOUNDATION & FLOOR FRAMING PLAN �
<br /> DATE REVISION NOTES 2012 WASHINGTON STATE ENERGY CODE PH: (425) 486-1252 A3.Oa TJI FRAMING DETAILS �
<br /> A3.2 ROOF FRAMING PLAN o
<br /> ��c���t�dnat ��rmit�tir� Ket�urr A3.3 TJI FLOOR FRAMING DETAILS o
<br /> ' t� A3.4 ROOF PLAN a
<br /> For This Project To Include: CIVIL ENGINEER: OMEGA ENG[NEERING, INC. A4.0 BUILDING SECTIONS
<br /> It is owners responsi�,►Gty to �sta�iis� ���, A4.1 WALL SECTIONS
<br /> rF Bu�Lvllvc Is �voT posrTlo�E� As property lines, - - JOE SMEBY. P.E. A5.1 CONSTRUCTION DETAILS
<br /> INDICATED ON AP}'ROVED SITE PLAN, °� P�lJf11b1119 ❑ Sprinkle� 2709 WETMORE AVE.
<br /> A NEW SITE PLAN SHALL BB Stlu�i�flT- �
<br /> � �� �. � � ,; � � �. TED. NO FiJRTHER II�T�PECTi�ii�S �Y'��.�, :� Mechanical � �IC��1��� `
<br /> �._�T ;. , _ _ .
<br /> >�;, . _ �
<br /> EV RETT, WA. 9 01 A5.3 ROOFING DETAILS
<br /> ��'� �. � �. ���TM e 4� �;_ �r.� �L Mf��L c��r �r►�1s �r���Ecr vNriz, :���. ( 425)903-4852 A5.4 RQOFiNG DETAILS
<br /> �� '� .� Fl�ctrir,,.�
<br /> �� � �� �t
<br /> REVISED SITE PLAi�:(I�AS �EEN Al'FROV-
<br /> � ..
<br /> ,' .�., �° �: .�- ' ¢ A5.5 ROOFING DETAILS
<br /> , �,�� . � . ; ' `� �°�-� ��'�'�� E� BY 'rxE Bu1Lz�rNG��u��,zc ����xs A5.6 ROOFING DETAILS
<br /> k��� t�-'�r�'�.,� DEPTS.
<br /> j ' ~ � ��� INEERING INC A • � � , SEC
<br /> P � �� ��. ,� � . . � t Y�� � � MITCHELL ENG 0 WHF HEAT S ZING W
<br /> , � = �.� � � �
<br /> 6
<br /> '-� �- ` �° , '°� �� � �r�'r ���_� ,. � . ;
<br /> .���R GRt�UND) R�QUIR�fi STRUCTURAL:
<br /> x, ,: .. . . -
<br /> � xy� .' i ,_ " _ � ' '��� � �'"�� : :� ` G � �R NEC 250.50 ENGINEER MIKE MITCHELL, P.E.
<br /> -, ,:
<br /> , , '; : � STRUCTURAL
<br /> . ' , �� � a;:� ;�, s- G�RADING AND D,;AIiVAGE �f;���:��'�'fi� AT ��!`��'���°',� .
<br /> , ` F - �� �� �� � ������ � ' . 7$21 168TH AVE NE
<br /> • - � � � '' BY: MITCHELL ENGINEERING
<br /> ° k �`` � � REDMOND,WA 98052
<br /> � � _ � ���� ' �"°`�`=° � "'�� 1. Provisions �t�;i! �i� r��d� for tl>? cort;cl artl drainage �af surface
<br /> � �'`:
<br /> V w����� �� '�� PH; 425 747-1500
<br /> �� �'- � J
<br /> r
<br /> �
<br /> 3 � , '• �> � "� water arour�d buildin s b : utt..rs drain lines inl..ts and catch � � �. STR
<br /> � S 0 UCTURAL DETAILS
<br /> � g Y g � ,
<br /> �d� �r� '4 4 � � � �� basins or other necessary d:ainage structures and sh=il b� installed A Iletic hmarK I� �'„�c;uired On Si�L S1.1 STRI�CTURAL DETAILS
<br /> � 1`��=�� �� ` � � r .,� '�`o �V��rifv A ,> > > < <,�
<br /> ��p� ti� �, Y ��-~ �=-�' 4�� '' where storm wat.,r disposal cannot b„ obtaired �✓it;��.�t their use ur �p�0`Y'��,� f��zi,r��t��r �ti �����,
<br /> �` � �`�` ;, � where eresian can-�.:t b� p�eve,<t�d by finish grading and plantir�g.
<br /> P' �� ''��� TM� �� : : � �������: Dry wells shal! r,ct �;e i�;stall�d in areas where the soif is ��at wel� A
<br /> `�� B�t x � ��:� p ,�G +
<br /> ` • •• w " `"� ` cirained an � p rous
<br /> _ , . .
<br /> � ,. }
<br /> . , _ �,
<br /> �
<br /> � � � d or o
<br /> �. . , ' � ,. . r , a
<br /> _� �� ���� � fi�vl L��.�S�-C ` ,,.. t Sv-�htti. .1�.9�\v� �iC_t'„ ���.irii� �::t.'. � l�.
<br /> � �� �` � � � � ." �� ��'s� � OTHER EQUIPMENT OR APPURT���
<br /> � �' " 2A ��Gding shall b� provided to insure; �d drav�`�;�`n �r��a'�d ��' 3-4-2016
<br /> " �' '` . � A SL�te {ic;u !:,;,�; �; �,,�,-��,,�� MAY NOT BE LOCATEO IN THE FFcUt�.
<br /> 015-16
<br /> �e :���. � � ��� �x , (a) Diversion of water away from buildings. ���j����, � AND SIDE SE7BACKS. PROPANE TAN�."
<br /> -;, �, � $ �� a�_; x� '�� REQUIRE ADDITIONAL PERMITS �SSUF�°:
<br /> _ � �:* �_ . � -� (b) Prevention of standirg water ard soil saturatic�r� c+etrimanta€ 3Y THE EVERE�T FIRE DEPARTMENT �����KLER VALVES AND COMPON�NTS
<br /> F s. •
<br /> � ,� � � � �` ��� �� to structures and lot use.
<br /> �
<br /> �� a �� y,�,� '� �a��R T� IA�ST,Ai_IqTIQN,
<br /> . > ,
<br /> � �, �.� MUST BE MAINTAINED AT 40°�
<br /> ' ' 3 ' -` ` �; (cj Tf�at rtaturat drair�age channels or basins are not �locked ar �
<br /> ��� '��� � �' �� , `�� �"-�� ' ��. !�: �-�. t._ �..
<br /> fi!led. �1111NIMUM TEMPERATURE PER NFIP� ��
<br /> `d) Provisions for the disposal af water.from � lotR,
<br /> I , e Copyright 2016
<br /> I� � 2 3 4 5 ��,T������„�,PS
<br />
|