|
�
<br /> Permit#: C1701-OQ6
<br /> �RADING AND DRA1N,4�� SiteAddress: 1802RUCKERAVE
<br /> I. Provisions shall be made for the control an� ;�1r;i„�1�,�_ n Owner. FORDE VIGGO&R0IALES-FORDE AILEEN A
<br /> ^,rvy _f ��:rfa;:�
<br /> water around buildings by: gutters, drain lir,es, inf��ts ard catch Tenant: [TenNarne]
<br /> � � � - basins or other ne�,essar dYaina e structures and �hall be instulled Ap Date:
<br /> 51'-0° .`.� ,�.`�/ �.`,� i%;, � ,� �' � ,� �/ ( Y ' g ` P- 1/13/20ll
<br /> � � � � � � / Pro osed Use: SFR GARAGE+REC ROOM
<br /> e�f�,r/��,//,� /� � /� ,," ; WA�� $�HE���E where storm water dis �sal cannct b� �bt��ned V;:�tn��. PROJECT INF�RMATIaN P
<br /> p
<br /> �t their usc� or
<br /> `� I°� ''"� � '� '`r� y I where erosien cannot be prevented by finish grading ar7d pianting. Description: NEW 2 CAR GARAGE WITH REC ROOM,
<br /> 14'-0" 27'-0" 10'-0" ' r �
<br /> 'f 1
<br /> � � — 1-HR WALL PROPER E • BATM
<br /> i,�� �,�:�r/� /,� ( D,ry wells sh�alf not bz i;;sta[led ir, are�s w'��r;, t;Ea sa�i is n�t weil
<br /> ; .,r`�r`' ,�i,;, ,�,� /� ���/ �': �._
<br /> ;; ',, ,,,,./� `, r,�, /, � ,;/,i, � , UNRATED WALL
<br /> RU�`KER AVENUE � �, drain::d �,,d;u; porous. PROJECT OWNER(S) 1 APPLICANT: Reviewed By: � Date: �a /
<br /> f�%
<br /> , /f, ',d� � AILEEN&VIGGO FORDE �
<br /> . 2o Gradir, sh,ii b� provided to insure. 1802 RUCKER AVENUE �Office Set Job Site Set Fire/Planning Set
<br /> � ��!i� � EXISTING HOUSE. ,� � � g
<br /> . PLANTINGSTRIPI `// �% �� ATTIC UENTING CALCULATIONS; � EVERETT,WA 98201
<br /> r/�,�,-r , ; �� ';�'�; . (a) Diversion of water away fram buildings.
<br /> j`��f,%fj �'`�%�� �',, % `�``f�' � (b) Prevention of standing water and soil saturation detrimer;t�( PROJECT AQDRESS
<br /> SIDEWALK i '�, r` ��,.�!' � / '% : ,r�' - rl' � 792 SQ.FT.OF ROOFI150=528 SQ.FT.OR 76Q SQ.IN. •
<br /> ;r,,'�r'(�%r f'���/,���,�f/'��,`s� , RIDGEVENTINGREQ'DIPROUIDED:380SQ.IN. � to structures and !ot use. 1802 RUCKERAVENUE, EVERETT, WA 98201
<br /> ._,_,_._. , ._, ,_, ,_,_,_._. _. �'�%�f�r��,f;',�'/ ,./r,�'r' ;/� �/ ,.��` r,� r'/� EAVE UENTING REQ'D i PROVIDED:380 SQ.IN. ' (�} � ��at natural draina e c
<br /> r �- -�-�, � ��� -� �� � � r� �
<br /> � filled. g �nnels or basins are not blasked oC PROJECT DESCRIPTION D A v � �
<br /> � DEMOAND REBUILD EXISTING GARAGE. EXPAND
<br /> � i � —T—��i �r�eT-F�=;� the disp�sat ct �vater from a lot, V A N D E R V O R T
<br /> i I I '-0" 28'-4" 1'-0' �-: �' `- '. `., FOOTPRINT TO INCLUDE FAMILY ROOM,WET BAR
<br /> i ,�. AND BATHROOM. A R C H I T E C T S
<br /> i � I MAG I NARY
<br /> � 10'-4" 16'-6" 1'-6" PROPERTY A I A
<br /> N • ALKWA WATER i N LINE �
<br /> _ `_� i� Bi1IL17II�IG iS NOT` �J�ITI6)N�3� f1�
<br /> � I � . � 1rrDlcA�r�D oN aPPRov�� si�r� PL��r, PROJECT DATA
<br /> M � i � ' 3'-8 3/4" 2'-8" 3'-$ 1/2" 2'-8" 3'-8 3/4"
<br /> �, M A NEW SITE PLAN SHALL BE SUB^✓1 "'
<br /> N
<br /> � � � •—•—•—•— - -•—•— •—•—•— •—•—•—• —•—•— •— • —�—•— •—•— —._ ._. . .� rrD. N� Fv�T:�E�a i�r;g=�cT�c��vs w. ' TAX LOT PARCEL NUMBER:
<br /> ( i .�E MADi, ON THIS FROJECT UNTIL 21a�- 00438037103100 2 0 0 0
<br /> ' _____ i N 3 N REVISED SITE PLAN HAS BEEN APPROV��
<br /> � f � . = 03 � � E� BY �`�IE RUII,IIII�����JF;���; W�RKS F A I R V I E W
<br /> i � ENTRYPORCH � � I ----- --- ---- ----------- LEGAL DESCRIPTION: A V E N U E E A S T
<br /> _____ _________ . �"� �— � � M �?�PTS. EVERETT DIV L PLAT OF BLK 371 D-00-LOTS
<br /> I 2-8x?-0 2-8x1-0 � ' 31 &32 BLK 371 S U I T E 1 0 3
<br /> � �dSo oDS�
<br /> i I � � I � CONCRETE I � � � �� j� ^:��.:E''� r�`t`'�`�E`�`°�t� �� ���a�i��� ��� ���� ��� HEIGHT CALCULATIONS: S E A T T L E
<br /> � � � i �o PATIO 1 1/2" � o� I I I 1 HR RATED SOFF T ��4p�'ty s��E�` BENCHMARK, MANHOLE COVER IN ALLEY W A S H I N G T O N
<br /> ' � ( I I D WN FROM � � ,,,J I . FOR SOUTH FACING 18TH STREET= 100'
<br /> 9 8 1 0 2
<br /> I I � EXISTING SINGLE FAMILY HOME j � - "' 0 4� Q I I � PROJECTIO
<br /> o FAMILY ROOM
<br /> ' I � ��
<br /> � � I (NO CHANGE) ' "' N � CONCRETE I � W� � _� I � ,�C�dj�lOfl�� �ECCTii����`� ��'•C�'�ii'�'� A= 103' 2 0 6 - 7 8 4 : 1 6 1 4
<br /> B= 103'
<br /> � � � � � � � 03 LANDING � _ ( � os _ For T'his Project T� ��?���1f��� C= 103' F A X 7 8 4 5 4 0 1
<br /> � I I � � � � FAMILY ROOM � `� �+i����� D= 105�
<br /> � � � 15/7 X 15110 � ( `� i� Plumbmg �� ��
<br /> � � �. ��� � � �� � �� � �� � � . TYP. ROOF ..,, , 103'(A)+103'(B)+143'(C)+105'(D}=414'
<br /> � � � � �• . � � 1-6 3-2 1-10 2'-8" 1-2° � (VAULTED) ���:� �,=.q �_��- 1 8 0 2
<br /> ! ( _ __� �. _ _ � � � I OVERHANG [] echanicai �,; � -� + - 414'!4= 103.5'
<br /> o Q R U C K E R
<br /> I I I � � � (� ' °O I o "�r 1 � � � LINE OF _ ��eCt�'1��' AVERAGE BASE ELEVATION= 103.5' A V E N U E
<br /> , � 103,5'+ 15'(ALLOWED HEIGHT)= 118,5,
<br /> � � � � � ~ � I � N � � �" .
<br /> . ROOF ( I � � I VAULT
<br /> OVERHANG � _ ¢ � I
<br /> o � ( � � �, — — ---- — --- $ � �o PROPOSED MAXIMUM HEIGHT= T17•5'
<br /> � � i � � � � � 3-Ox6-8 2-8x3-0 °5 ----- ---L-- o� ! F O R D E
<br /> �' � � � � � � I I -- ---- — -�- � �� L O T C O V E R A G E B Y B U I L D I N G: R E S I D E N C E
<br /> f— � I /� i � TEMPERED TEMPERED _ • �y�� � p„
<br /> � ( � LOT SIZE: 6,120 SF
<br /> W I I � I I � I _ ( SAFETY GLASS SAFETY GLASS - O O NO OV RHA G ��R N�;� ��0��� E V E R E T T
<br /> �, sfl co Q �,�F�E: G��t��V� REQUiR�.
<br /> i � ;, I •
<br /> o � ( � � i i I � �? °5 1 1 � , WASH I NGTON
<br /> � ; ,.,.�V„��-��, �,x ��;rs"���{`�.;; EXISTING HOUSE: 1,225 SF
<br /> PROPOSED GARAGE: 792 SF
<br /> � = ( I � ( � � � � _ "' � � o TANKLESS o5 � TOTAL: 2,017 SF g 8 2 0 1
<br /> � � � ( I � `'' �, � WATER --�� ` � � � BUILDING SF!LOT SF- 331
<br /> 00 I � ------ ------ � I M HEATER � N `. .u". :�:.L,i�:ai 'e .,• '.t,» �� �'�t - °o
<br /> I � � _ M - �
<br /> � � � o UTILITY � s �i .t1' r� '�`�:+.r 'j �i�.ii�;.}:i��''�', ���:i� '-
<br /> IMPERVIOUS AREA:
<br /> i � I N 2 � x SINK O 2 EXISTING: 2,560 SF
<br /> P A T I O � I 03 � N a3 P R O P O S E D: 2 0 2 S F 6 0 8 5
<br /> � ( R O O F D E C K � � - 9'-1 1l2" 8'-5" � REfa�S�ER��
<br /> i � ( � ( � TOTAL IMP.AREA 2;762 SF ���0-��� �
<br /> � � ( I O5 N
<br /> j � � � I WET BAR I � - {��l� Ui,����►�
<br /> I N �n I _ 810 X 1112 � o �AVID VAND�RVORT
<br /> I WALKWAY GARAGE o
<br /> ;, � � PATIO SEWER � o � � 19/0 X 19f9 � � � � '�� STATE OF 1qt��t�tN�TON
<br /> �._. ._ . ._. ' " . . : " ' " ' " ' `�' ' SHEET INDEX
<br /> `- `�' 10-4 � 16-6 1-6 1-0 {V) "' � � s � �
<br /> °O — �� �� � ► —�_ —.—'— � 05 12 � ' � •J 01 PROJECT INFO,GENERAL NOTES,VICINITY MAP,SITE PLAN,
<br /> ! IMAGINARY � �i — �� ----- ' � �? � — � — — — — — — — � Q5 ! ��� . � :��• MAIN FLOOR PLAN
<br /> ( PROP. LINE `'' /1 i � : I � N I � � I �,,���� ¢,�� 02 EXTERIOR ELEVATIONS/ENERGY CODE DATA
<br /> ' I � � � I� ( r I N � � ' 3��� 03 BUILDWG SECTIONS&ASSEMBLIES
<br /> � I BUILDING I I i 1 � ` � �� ' `'' - � 2-6x6-8 • 04 ARCHITECTURAL FOUNDATION LAYOUT/DETRIL&ROOF
<br /> ' I HEIGHT BOX � � , � ADDITIONAL AREA �� � � I � � � a ��Z.. vENTING PLAN
<br /> I , I i BEtNG ADDED I I � = I ���..��f � _ �
<br /> I � 1 F I N � I c� ;i „it.� 05 DETAILS
<br /> . DRAINAGE � � SHQWER • � � ,., ia;yi; �
<br /> �---�-+�— I � � � rER ��UIFMENI�4�APPU�TEN R �.:
<br /> '� ` � ;l, I — — — — � � I ;r', '�� NpT BE �0('.A7E� IiJ THE F�tOh�? WP-� WATERPROOFING DETAILS
<br /> I ( I � , \ � / � � I �% � —1 � O 8B/0 X 5 0 I `!�'r SlDE S�TBACKS. PROPAPiE TAN�`�: WP-2 WATERPROOFING DETAILS
<br /> ♦ � � i � 16-Ox7-0 � • �UIR€Ap�ITIONAL FERMITS I�` WP-3 WATERPROOFING DETAILS
<br /> � � . � �� ,��'j � �� � � '�� ��' �� I �THE EVEl�ETT FIRF ���,�;��.,.
<br /> I i � ��,���!�'�' �� � / ' - , _ REVISION DATE
<br /> � ROOF ( � � � � I TEMPEREDSAFETYGLASS pS o �'' ' �x"� ' ' �.T"
<br /> � OVERHANG � t � - � �—��'�— — — — '� DATE 3/23/2017
<br /> b° ' � �� ---�-------------- h05 0
<br /> -� 30CFM CONTINUOUS VICINITY MAP
<br /> N • "' � PER TABLE M1507.3,3(1)
<br /> ( � ( ;� � '-10112' 3 16'-2�� '-10112' 50 CFM SPOT' �.�` , . � : � �������°����� ;
<br /> � � PROPOSED GARAGE � 03 � �� �� `� � � � �Y��`� `�° `������� �' ���� � �� 6085 REGISTERED
<br /> . � r -
<br /> / � , � � - � � � ° � � , � �.�'. ` r
<br /> � � , �, : � ��� � , ;
<br /> CHITECT
<br /> � � � �� ','"_ � � 19'-11" 8'-5" � �',
<br /> � � (EXISTING GARAGE FOOTPRINT) s �
<br /> � �
<br /> � � �� � x � �
<br /> i I ' � �'� K � � = � �� � ��, � � `
<br /> � I 1'-0' 28'-4" �-0" � � �F � „ DAVIDVANDERVORT .
<br /> � STATE OF WASHINGTON
<br /> � ��� o PROPERTY �
<br /> #' `-�fi s�.,�;e ,.r;
<br /> MH ELEV: 100' I `- LINE @ ALLEY �
<br /> �;
<br /> ALLEY � �..'�.�� �� ..v�° �,�� �� - �_��� , � -.
<br /> .... _�� ,,. .. �
<br /> -. � . � ,�� ,_
<br /> ALLEY
<br /> � � � ' �� DRAWN BY:
<br /> 21'-8" 28'-4" 1'-0"V Z �� �� �� ��� - �, � .
<br /> � F BO
<br /> � �` ��, F� � � " � � ` �k ; CHECKED BY: MW
<br /> ����
<br /> JOB NO: 1631
<br /> 51'-0" �'� �� � � � �:�,..: �.��
<br /> � �.
<br /> MAI N FL04R PLAN P�AN N°TES: ��
<br /> � ,�� ,��;, , y� ,�
<br /> S I T E P LAN 1. WHOLE HOUSE AND BATHROOM SPOT FAN TO BE ACCOMPLISHED WITH A SINGLE FAN(PANASONIC FV-05-11VKS1)SET TO RUN 30CFM ,� ' � �;�,� �� ` ' r��*� � PROJECT INFO, GENERAL
<br /> _ :
<br /> SCALE: 1/4" = 1' 0" �a �;3. �.� ' _ �- �� , ' � ,
<br /> SCALE: 1" = 10'
<br /> C O N T I N O U S L Y A N D 5 0 C F M S P O T. � � �' '� � � � NOTES, VICINITY MAP,SITE
<br /> PLAN , MAIN FLOOR PLAN
<br /> GENERAL NOTES
<br /> JURISDICTIONAL STAMP
<br /> THESE DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF THE ARCHITECT. ATTIC ACCESS: FLOORS:
<br /> AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OF THE ARCHITECT.0 COPYRIGHT 2016 BY DAVID VANDERVORT ARCHITECTS. THESE MINIMUM 22"x 30"WITH MINIMUM 30"HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. IRC SEC R807. - T I
<br /> DRAWINGS ARE FULLY PROTECTED BY FEQERAL AND STATE COPYRIGHT LAWS. ANY INFRINGEMENT WILL BE VIGOROUSLY PROSECUTEQ. IN ROOMS NOT PROVIDEd WITH AN OPERABLE WINDOW OF 1.5 SQ. FT.OR GREATER,A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING ROOF AND CEILING: Q
<br /> ALL CONSTRUCTION SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE(IRC)AND BE IN ACCORDANCE WITH THE WASHINGTON 5 AIR CHANGES PER HOUR SHALL BE PROVIDED. I SU I H - 9 I T F T I I R-3 IN V C IN .
<br /> STATE LAWS AND REGULATIONS AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES. VENT QRYER,BATH FANS,AND RANGESIOVENS TO THE OUTSIDE. . I L N N C I IN 2x 2 I A LING CONDITION EXISTS. MAINTAIN A MINIMUM 2"CLEAR
<br /> SOILS: STAIRS: BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING. VENTING MUST OCCUR IN EACH JOIST SPACE. WHERE CONTINUOUS
<br /> FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 2,000 PSF. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FIRM MINIMUM HEADROOM 6'-8"; MINIMUM TREAD 10'; MAXIMUM RISER 7 3/4"; HANDRAIL MINIMUM 34"AND MAXIMUM 38"ABOVE STAIR NOSING. HANDRAIL VENTING WITH A JOIST SPACE IS INTERRUPTED BY A HEADER(I.E.,SKYLIGHT OR AT HIP END),PROVIDE{2) 1 112"VENTING NOLES AT THE TOP OF
<br /> NATURAL SOIL OR CQMPACTED SOIL OF 2,000 PSF BEARING CAPACITY AT LEAST 1'-6"BELOW LOWEST ADJACENT GRADE,AND FREE OF ORGANIC TO BE 1 112"CROSS SECTION AND 1 112"AWAY FROM WALL. INSTALL FIRE BLOCKING AT MID-STRINGER SPAN AND AT WALL ALIGN STRINGER. THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUAL THROUGH-VENTING INTO THE NEXT JOIST SPACE.
<br /> MATERIALS. FOOTING EXCAVATION SHALL BE FREE OF LOOSE SOILS, DEBRIS,AND FREE WATER AT ALL TIMES. THIS OFFICE TAKES NO COVER WALLS ANd SOFFITS OF USABLE SPACE UNDER STAIR WITH 5!$"TYPE"X"GYPSUM WALLBOARD. SLAB•ON•GRADE:
<br /> RESPONSIBILITY IN VERIFYING THE ACCURACY OF ENGINEERING dATA SUPPLIED BY OTHERS. GLAZING: PROVIDE R10 EXTRUDED RIGID CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK BETWEEN SLAB AND FOOTING AND RUN
<br /> CONTRACTOR'S RESPONSIBILITY: TO BE IN COMPLIANCE WITH IRC SEC R308 AND WASHINGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE AS OUTLINED IN IRC SEC R308. FROM THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY BE INTERRUPTED FOR 6"EVERY 2'-0"TO ALLOW FOR QOWELING
<br /> CONTRACTOR TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES PRIOR TO CONSTRUCTION. CONTRACTOR TO INFORM ARCHITECT OF GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS GLASS IN DOORS, GLAZING WITHIN 24"ON EITHER SIDE OF A DOOR OPENING, TO TIE SLAB AND FOOTING TOGETHER.
<br /> ANY DISCREPANCIES IN THE DRAWINGS OR FROM THE CODES. GLAZING CLOSER THAN 18"TO A FLOOR,SHOWER DOORS AND TUB ENCLOSURES SHALL BE WIRE REINFORCED,TEMPERED GLASS, LAMINATED VAPOR BARRIERS:
<br /> CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO SAFETY GLASS OR SHATTER RESISTANT PLASTIC. AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, BELOW ENCLOSED JOIST SPACES WHERE
<br /> FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON THE DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. CONTRACTOR SHALL BE SLIDING GLASS DOORS TO BE SAFETY GLAZING,LAMINATED OR TEMPERED GLASS. CEILING FINISHES ARE DIRECTLY INSTALLED TO JOISTS,AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. THIS VAPOR
<br /> RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO SHOWER ENCLOSURES SHALL BE APPROVED WIRE REINFORCED,TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. BARRIER MAY BE A COMPONENT OF THE INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL
<br /> PERFORM HIS WORK. GLAZING WITHIN 18"OF FLOOR AND GREATER THAN 18"IN LEAST DIMENSION SHALL COMPLY WITH IMPACT LOADS. SEE PLANS. COMPLY WITH STATE OF WASHINGTON THERMAL INSULATION STANDARDS.
<br /> ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTEQ SHALL BE ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND COMPLY WITH STATE OF WASHINGTON ENERGY CODE.
<br /> SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE,AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQ.FT. THE MINIMUM NET CLEAR OPENING HEIGHT
<br /> PREPARED BY THE SUPPLER. DIMENSION SHALL BE 24",
<br /> ATTIC: MINIMUM NET CLEAR OPENING WIDTH OF 20"AND A FINISHED SILL HEIGHT NOT MORE THAN 44"ABOVE THE FLOOR. IRC SEC R310.
<br /> APPLY ROOFING IN ACCORDANCE WITH IRC CHAPTER 9. PROVIQE ATTIC VENTILATION AS INDICATED ON DRAWINGS AND AS OUTLINED IN IRC SEC ENERGY:
<br /> R806. ALL MATERIALS,WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO IRC REQUIREMENTS AND THE WASHINGTON STATE ENERGY CODE,
<br /> ATTIC VENTILATION: LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WITH WORK. �i _
<br /> r � �.' ���� �.,' i.:�-.�j e
<br /> THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAN 1I150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300 APPLICATION AND INSTALLATIONS QF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH STATE OF WASHINGTON THERMAL INSULATIQN � �� M ' ' PERMIT / PRICING
<br /> PROVIDED AT 40-50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE STANDARDS. , ,.� � � �
<br /> SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OF CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY WALLS: � ! �;�� � � �(��J
<br /> EAVE OR CORNICE VENTS. (SRC R806). INSULATED WITH R-21 BATT(FOR NEW 2x6 WALLS)AND R-21 RIGID FOAM{FOR NEW 2x4 WALLS), R-15 BATT(EXISTING 2X4 WALLS)EXPOSED DURING � �
<br /> CONSTRUCTION.
<br /> ,�r R i �"�� ��/�.�y �-r�
<br /> . _ � ...s , _ .
<br /> 1
<br />
|