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<br /> � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GeneralNotes ,�/�
<br /> � � PI"OJ@Ct NOt@S 8c �eSCI'IptlOtl 1. All Work in Accordance With the 2015 SRC&SBC /'!i��
<br /> � ', , � , � , I � 2. Energy Requirements . See energy code notes �TtJAF7N.MccEEIY j
<br /> I I ' I , I� � �� � ', � � I I I � OWNER 3. Contractor and Owner to Verify and Maintain All Required Yards and Setbacks from STAT��F 4d�S�-i�i;'Gl'CN�
<br /> � I , , � I � Bible Baptist Church Property Lines. �
<br /> � �I i �'� ' I I i � � .
<br /> 805 Casino Road 4. Do Not Scale Draw ngs
<br /> I � ----- 5. Emergency Egress: Emergency Egress per IRC R310, min. 5.7 sq.ft. net opening -
<br /> I
<br /> Site Address
<br /> I � ----- area, 20"clear open width, 24"clear open height, 44" max. sill height.
<br /> � i , , , I 821 Casino Road, Everett WA, 98204-1603 6. Fire Blocking: Fire Blocking required Per IRC R302.11 and R302.12
<br /> � ' i '� i ' ', Install draft stops in floor/ceiling assemblies so that concealed space does not
<br /> , ARCHITECT
<br /> � � � � � i STUART MCFEELY ,,
<br /> I exceed 1,000 sf.
<br /> I _ - - 7. R 12-Re uired on all surfaces 30"or more above ad'acent rade/ v,�
<br /> _ -I- _ Guards per IRC 3 q � g
<br /> I � - �
<br /> F I TR T
<br /> I I I 2470 S ERD NAND S EE "ht.4"max. intermediate rail s acin .
<br /> � i � I I ; t � floor, M�n. Height 36 p g �
<br /> ; � ; i � SEATTLE WA 98108 8. Mechanical Ventilation: Mechanical Ventilation Per IRC M 1507. Habitable rooms
<br /> i � � ! �� I � � � , � � I � � - -- must have outside air supply. �
<br /> � PROJECT DESCRIPTION Kitchens, Baths&Laundry rooms must be vented mechanically per SRC Table ~
<br /> � � Interior remodel of existing single family residence owned by Bible Baptist Church M1507.3. �
<br /> DUPLEX � - I 9. Safety Glazing: Safety Glazing Per IRC R308.4 required in hazardous locations: � �
<br /> i � � � � ( i � I __ Giazing in or adjacent to doors(with in 24"),glazing adjacent to stairs&stair 4�- � �
<br /> , DUPLEX ; landings. See code for details&additional requirements. � � O
<br /> � � i j � I ZONE 10. Security: Building Security: Minimum 1/2"throw dead bolt or dead latch for doors. _
<br /> � Q U
<br /> I , � --' � � � - ' � -- � APN 28041200300600 Visitor observation port for exterior doors. (,,,1 � � _ � il
<br /> I I � I, ( ___ I Windows within 10'of grade(or accessible deck)capable of being locked. � '� � N �C� O
<br /> � I ' , ' ; , � On building entrance doors, locks must be able to be opened without the use of a key � d' � V
<br /> �__ � I _ Section 12 Township 28 Range 04 Quarter SW--SEG FOR TAX � � tn j,
<br /> �i � � � or any special knowledge or effort. (jf �_
<br /> i � -- � PURPOSES ONLY--TAXABLE 1 J6AC& IMPRVS ON FDP-E C'7
<br /> I 11. Smoke Alarms:Smoke Alarms per IRC R314, Carbon Monoxide Alarms to be � Q � N
<br /> -- � 165FT OF W 1178FT SW1/4 SW1/4 SD SEC 12 LY SLY S/HY SR � �� �
<br /> i � STOR. ASPHALT PARKING LOT � I 526 EXC S 30FT FOR R/W TO SNO COBY DEED REC UND instailed in new construction Per SRC R315 _ :� � � �,V
<br /> i LEGAL AFN 202099&EXC ADDL N 10FT OF S 40FT FOR RD R/W TO 12. Stairs: Stairs per IRC R311.5, max. riser height 7 3/4" , min.tread depth 10", i pp �
<br /> � ; �3� -� DESCRIPTION CITY OF EV PER QCD REC UND AFN 7906180231 -- REFER handrails required at 34"-38"above tread nosing. Handrail grasp dimension between � � � � �N �
<br /> � I j � li ', ' NEW HEAT EXCHANGER TO ACCT 28041200300601 FOR DOR EX PTN (7184 SQ FT OF 1 1/4"-2". Provide continuous handrail or terminate at newel post or safety terminal. � � - p �
<br /> STOR. I ; I I I LD&UNIT C AKACARETAKER'S UNIT BEING 1195 SQ FT ON Where used as a guardrail, max.opening of 4". � +"' N � �
<br /> i � ;_ _ _ _ _ _ E SIDE OF NW DUPLEX) PER ST OF WA DET-DOR REG NO 13. Weather Protection:Weather rotection re uired er IRC R703, R903. Exterior wall `� � V � � 'C "'�
<br /> � ; � I 05035-001 . p Q P � �
<br /> �
<br /> � � i ' t protect�on,fiashing and deck protection required. `�/ I �
<br /> I , 'I � � � �
<br /> � �
<br /> �
<br /> �
<br /> , {
<br /> , I � i L N
<br /> � DUPLEX I GRAVEL . ..._. I
<br /> I ASPHALT DRIVEWAY
<br /> DRIVEWAY � _ I REMOVE& "
<br /> � �� � �
<br /> �� REPLACE �
<br /> ' �, I ' ' � � EXISTING Structural Notes Ener Code Notes �
<br /> i � , ' �I �� ' NEW HEAT EXCHANGER CONCRETE 1. Loads: 1. Required Credits-Per Table 406.2 �
<br /> ' � � I ;I WALKWAY, 3' Floor-Live 40#, Dead 10#PSF Additions Less Than 500 sf: (0.5)Credits
<br /> _ _ � - - � I WIDE X 115' Roof-Live 25#, Dead 15#PSF Options selected to achieve the minimum number of credits for compliance with
<br /> 'I
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<br /> - LENGTH
<br /> n w L ad 2 PSF
<br /> S o 0 5
<br /> , , I Chapter 4: �q1'@/ Revisions
<br /> �
<br /> I
<br /> �
<br /> Balconies&Decks-Live 60#PSF
<br /> HV ' ' P
<br /> i 3d 1.0 Credits Hi h Effienc AC e u i ment Ductless Heat S stem S lit um s,
<br /> � VOLLEYBALL , � H O U S E
<br /> I � � COURT ,I PE PL�AIAN j I AS P HALT Design Criteria: Zonal Control g y p p p y p p 8/26/19
<br /> ' , , � � Wind Speed 85 mph Permit Set
<br /> � � --- Exposure Category B 2. Building envelope compliance per Prescriptive approach, R 402.1.1.
<br /> ' ' DRIVEWAY "'�"' Seismic Design Category D 3. Existing ceiling,wall or floor cavities exposed during construction shall be filled with
<br /> .. ., � � ,,fr
<br /> � " ``� � "� ' ` _ � °` ' 2015 IRC& IBC insulation. 2x4 framed wall shall be insulated to a min. R-15,2x6 framed walls shall
<br /> DUPLEX � I � �
<br /> � � __ I be insulated to a min. of R-21 per SEC R503.1.1 exception 2.
<br /> �_, -ll _ , --- � 4. Local exhaust fans vent to exterior with mininum clearances per IRC M1506.2 and
<br /> I � 2. Framing: per M1502.3 for clothes dryer vents. (Min. 3'clearance from openings into the
<br /> TRA F RMER i • ' Exterior 2x6 @16"OC w/double top plate. Nail building)
<br /> I - � ' - - _ / �
<br /> + I ��
<br /> _ � I
<br /> o -
<br /> I -
<br /> � - bottom late w/ 16d nails 12 OC.
<br /> I �,, _ , _ � P @
<br /> f � � : Interior 2x4 @ 16"OC 5. Per R403.5 The building shall be provided with ventilation that meets the
<br /> I ' ---- Fire Blocking per SRC R602.8 requirements of the International Residential Code or Intemational Mechanical Code
<br /> ��( � _ -__=J --- AREA OF WORK 3. Wall Construction/Connections Per Fasteners as applicable, or with other approved means of ventilation.
<br /> � � � � __ WITHIN EXISTING Schedule SRC Table R602.3 1 P r - . i ' n A r
<br /> � � � � � � � O 6. e WSEC R401 3 Cert ficate (Ma datory) pe manent certificate shall be
<br /> � � � O, ,�N � -_-_ � � WORSHIP BUILDING __ � REMOVE EXISTING FRONT RESIDENTAIL Sheathing: completed and posted on or within three feet of the electrical distribution panel by the
<br /> (Y� � � � f PEDESTRIAN
<br /> QQ� � b � PORCH&REPLACE W/NEW _ STRUCTURE Roof- 1/2"CDX plywood w/H clips at midspan builder.The certificate shall be completed by the builder, and shall not cover or
<br /> ` �v � ��,�j�r P� ' " ` `' f °" " °`{ DECK � Floor-3/4"T/G plywood glued and nailed obstruct the visibility of the circuit directory label, service disconnect label or other Sheet Contents
<br /> Z .____ ..,�,.�.���. � � ;;i'{ .y�. "' �
<br /> I FELLOWSHIP - �'� '�,� � '�" �' �
<br /> � -- �. Walls- 1/2"CDX plywood w/8d nails @6"OC required labels.The certificate shall list the predominant R-values of insulation
<br /> I �31�_ ���L�� REMOVE& � � � BUILDING �''� '�. __ � t Edges and 6"OC Field nailing installed in or on ceilinglroof,walls,foundation(slab, below-grade wall, and/or floor) Basic Site Plan/
<br /> _ REPLACE Q -- ! and ducts outside conditioned spaces; U-factors for fenestration and the solar heat
<br /> w � � _ _ _ _ - - 4. Headers: (2)2x8 DF#2, Typical Unless Noted gain coefficient(SHGC)of fenestration, and the results from any required duct system
<br /> EXISTfNG I W Use R-10 rigid foam between all double 2x and building envelope air leakage testing done on the building.
<br /> CONCRETE i � I �,' ___ � headers 7. Per SEC R404.1 Minimum 75%of all luminaires shall be hi h efficac luminaires.All Vicinity Map
<br /> �� � WI�DE X�1153 � � ' �4 ��, � � �� ' �,� ;� 33'-0" g Y �.
<br /> } Z � ��, � I „�, Y -- � 5. Joists: Existing first floorjoists: 3"x 12"#1 DF @ exterior lighting shall be high efficacy luminaires.
<br /> I ,
<br /> T� HOUSE LENGTH � � � �� � � 16' OC �
<br /> �� , ; � Notes ,
<br /> _---� -
<br /> DRIVEW Y � � I SIDEWALK 6. Rafters: Existing, no change 8. Provide glazing products manufacturer where available. List whether the U-factor is
<br /> AREA OF WORK � -- 7. Anchors Per IRC R403.1.6 5/8"0 x 10"anchor NFRC certified,and provide NFRC Certified Products Directory(CPD)number. If a
<br /> i WITHIN EXISTING ASPHALT PARKING LOT � bolts with 3"s uare x 1/4" late washer 48" defalt is used,the lazin schedule should include a descri tion of ke ener
<br /> �� RESIDENTAIL � _ � OC. a p @ efficiency featuresghat a e necessary to achieve that defalt U-factor. (Note w ndow South Elevation
<br /> ��- - '' STRUCTURE � � 3 Plot Plan Detail manufacturer has not been selected at time of drawing submittal to SDCI for review-
<br /> ... �
<br /> REMOVE EXISTING FRONT o I , -
<br /> � � 8. Concrete: 5 1/2 Sack mix,2,500 psi glazing schedule serves as a guideline for product choice.)
<br /> PORCH&REPLACE W/NEW� � � I�i j � I ' i � -- � /�-� Scale: 1�� = 2��-��� 9. Rebar per plans.
<br /> DECK, _ _ _ t - - - - - - - I � � �
<br /> 33'-0" L _ _ _ _ _ - _ _ - - - - - - - - _-_- - �' DO NOT SCALE 9 See floo p ans for heati g y tem yp where pp icable
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<br /> WEST CASINO ROAD �RADING AND DRAIN�AGE . D= 'FLOPMENT DE�-�� ; +�,"',�
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<br /> i. Provisions sh.,l! be made for the control and drainage of sur�a�e Z� �_ _. _, ,_ � �
<br /> ��A,TF �._�... �,_,.� � ��►'�� �.._..�•
<br /> water around buildings by: g.tters, drain lines, inlets ard catch Pt�OPANE TANKS, HEAT PUMPSANp .'�-��������.�"t'
<br /> �`i"77` Je'r�,t(';c
<br /> P�Ot lan Desins or otf�r necessary drainag� structures and shalt be insta�led �JTHER EQUiPMfNT OR AppUR1'ENqN�EC
<br /> � where storm water dis a MAY NOT BE LOCATED tN THE FRON"
<br /> Scale: 1" = 50'-0° posal cannot b, obtai;��� �,i"�-a,�t their use or AND SIDE SETBACKS. PROPANE TqN�'�
<br /> whw�e er-,si a7 c�: -r-Lt b� prever�t�d �y fL�i;h grading and planting. REQU►RE ADDITIONA(,pERMIT'S (SSt!.�"`
<br /> �o tvoT sca�E ' , wetls sha BY THE EVERETT FtRE DEPARTM��<� Pro'ect Owner & Address
<br /> drained andJor poraus. QR►�R T!� tt�cTa�!���4�� I
<br /> 2. Grading shall be provided to insure:
<br /> w (a) aiversion of water away from bui{dings. � � �
<br /> . �, . �, , (b) Prevention of standing water and soii saturiiion deUimental � � 0
<br /> to strur:t!;rQs and Iot use. '�`"`����},���� �'E:���i�:a i�i�� i���UqF�,a - (� N (n
<br /> �`'' 80TH STREET-�VENTU E �; ' '` m` " �` ' (c) That natural ctrainage channels pr basins ue rot �ked or FOr ThiS ProJect To Includ�~' � � �
<br /> '�-_ ,_ _Snohom�sh County Online Property Information t ; filled. � � � � �
<br /> , _ ���� � � �� �� „.-° �1__ . r,,�,, � �� -�� . , {d� Provisio�ns for the disposal af water from a bt. � � ❑ P�Ut'1'1b1� �,
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<br /> ' `°..�a�s,_�:: �_ � . �€ :_�. � �. ..� � ...� -` To�nrt�t�#r�rtga Gr�d - 2 BO S PER POST, USE
<br /> � � � „-t f � u��'��" .- .,� �$ 'rJ66� L� � � } i } � ,�M LT Site Address: 821 W CASINO RD
<br /> ;, _ CASINO R� �,.�� � '_ � .. ,� � � � ,t. -��, - i DTT2Z EACH RAILING POST
<br /> k ;f�,, � �-�„�� ..�...,� = �.,;� ' Sec�an fi�id �'� � � ( { � @ Owner: BIBLE BAPTIST CHURCH OF EVERETT
<br /> ��� �� � � �"��;i�°-� .�� �� �AREA OF WORK WITHIN �` �� '� -� " � _ Tenant: HAND IN HAND _
<br /> ° � �� `�"� ; EXISTING RESIDENTAIL ��' � � , �
<br /> App. Date: 9/4/2019
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<br /> ���'! � � B (}� � IF BUILDING IS NOT POSITIONED AS . _
<br /> Q �� �� ( N INDICATED ON APPROVED SITE°PLAN, � __,__ __ - � ";,f-
<br /> I O 454i-iii'r45 � I �I I I., . I t I I I I I I �4•
<br /> '� t c� "� A NEW StTE PLAN SHALL BE SUBMIT- � ; � � � � � � � � � � � ; Reviewed By: ^�.. � aate:
<br /> 4 Basic Site Plan/ Vicinit Ma � �.� � J ���-��
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<br /> TED. NO FURTHER INSPECTIONS WILL --� � �Office Set ;cb Site Set Firef P!anning Set
<br /> L-N-i-+J r• �- L___J L___J L___J . . L___J L_ ' 4
<br /> A-1 BE MADE ON THIS PROJECT UNTIL THE � ' 4"SLAB ON GRADE FOR " ' NEW PIER FOOTINGS FOR DECK
<br /> REVISED SITE PLAN HAS BEEN APPROV- � BOTTOM STEP �
<br /> ED BY TI-iE SUILDING�PUBLIC �VORKS � �
<br /> � ------------------------------------------;
<br /> DEPTS. ` �----------------------------------------------------------
<br /> It is own�ts responsibility to es�b� ���► sp� APPROVE+�
<br /> 2 �outh Elevation, PUBUC WORK DEPART N�`
<br /> Drope�tY��s. A-1 Scale: 1/4" = 1'-0�"�`� : �Y �
<br /> CITY OF Ei/ERETT DATE 9 � ��
<br /> R�VIEWE� FOR PERMIT CITYOFEVER TREVI YVEOFORPERMoT
<br /> �Pv�� t9�9 -DC� I � _
<br /> SHEET A-� OF 2
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