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<br /> WATER PROOF MEMBRAINE FLASHING &
<br /> INSULATION BAFFEL 5/8" APA RATED SHEATHING COUNTER-FLASHING
<br /> MAINTAIN 1" AIRSPACETAPERED TJI'S 0 16" O.C. 2x FULL DEPTH BLOKING W(2)2. 75" may`'
<br /> BAY FOR ,� �
<br /> R-38 BA TT INSULA TIDN.
<br /> SQUARE NOTCHES OF EACH B '�-,► 4 m:im
<br /> 15# PAPER-VAPOR VENTILATION ROOF VENTILATION
<br /> PER PLAN 1 1X6 FASCIA RE IRE T P IRC 806.2 - - - - ` I �.
<br /> pU MEN S ER ALLOWABLE BUILDING HEIGHT 457.5' �,
<br /> SLOPE RAFTERS . A. MINIMUM 1" CLEAR ABOVE INSULATION FOR —ROOF SHEA THING BY SCHEDULE,SLOPE PER ROOF PLANVENTING ii
<br /> 7/ 16? TJ/
<br /> 1
<br /> 22 GAUGE METAL FLASHING W/ HEMMED
<br /> 1 DRIP EDGE ON SELF ADHESIVE MEMBRANE �,w• A09 ,�� ./ '
<br /> AND INTEGRAL GUTTER SYSTEM �'' T T
<br /> T SIDING per ELEVATIONS © --
<br /> 1/2"CDX PC)* OR A09
<br /> 1- ‘,.- N 2X14 CEDAR FASCIA SQUARE PROFILE GUTTER COLOR TO MATC
<br /> s2"OSB S1UDS RAZED — — •,,������������������••��'���������������������t�������������������������1��ti•1t
<br /> ROOF 'li l 2X6 ®1s"o.c.
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<br /> R 21 BAIT NSULAnON .` R10 �������L�p•���a�•���a������1��4�����������������♦�•�.�.�•�1�♦♦,♦•♦`♦• Q M
<br /> A35 PER SHEAR WALL 2" CONT. SCREENED VENT 3"0 DOWNSPOUT BEYOND i ��ecoc. fELr i•� R_38 ►�
<br /> SCHEDULE OR MIN 48"O.C. L VL BLOCKING W/3" WIDE. 1/2 GO IV/PVA PRIMER • - - ' -- —
<br /> BY 3" DEEP "V" FOR VENT 3/4" CEDAR FASCIA W/ METAL WRAP TO MATCH �"""� lip,
<br /> o
<br /> �r
<br /> IF 1 R cNfl
<br /> 03" PER BAY, FOR VENTING ROOF SMOOTH FINISH SOFFIT Tis
<br /> 1 -ROOF FRAMING PER CD }- O1 1 2"CONTINUOUS STRIP SOFFIT VENT PROVIDE + •1STRUCTURALoe 36"HIGH GUARDRAIL Q o- v
<br /> FINISH WALL MATERIAL / 4 WALL 1/2" GWB TAPE
<br /> PER PLAN, EL A NO S J-METAL AT SOFFIT EDGE,PRO VIDE CORROSION o SUCH THAT A 4" a a O
<br /> E L N, EV N » FT /SHED FLOOR PER PLANS f ND SPECIFICA710NS W/BALUSTERS SPACED '
<br /> RESISTANT SCREEN(1 MAX. OPENINGS) NRlO RIGID INSULATION 9 m R 21 3/4" T-AND-G PLYWOOD SUBS•-FLOOR GLUED AND NAILED _ SPHERE CANNOT PASS N I ?�
<br /> TYP. EXT.. WALL SIDING AND WALL ASSEMBLY PER BUILDING ® 117/8 TJl FLOOP JOISTS 015"O.C. 6 Q
<br /> •
<br /> CONSTRUCTION. SECT/p/� , 5/8" TYPE X G{�b
<br /> BEAM WHERE OCCURS PER STRUCTURAL PLAN
<br /> A09 �' a
<br /> -1) "I"
<br /> GARAGE-HOUSE SEPARATION,V£RIP( L
<br /> JOIST TOP PLATE DETAIL " " ROOF END RAFTER THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA '� - - '� m "-�
<br /> SCALE.' 1 =1-0 BY NOT FIRE TAB ]HAN -!N�GYPSUM BOARD APPLIED TO INE GARAGE S/DE - - ilaLic„
<br /> = _j _VJ JGARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARA1ED FROM ALL R-30 EAM PER PLAN �..
<br /> 6-0 maximum maximum 6 `� rimjoist or HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD
<br /> 6X6 POST (� Co
<br /> OR EQUIVALENT-FIRE TAPE. o
<br /> between posts outside joist ,. PERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE e =' i� e N
<br /> stair guard is required for •\ f
<br /> i SUPPORTING THE Sl PARA LION SHALL ALSO BE PROTECTED BY NOT LESS THAN o P.T. 6X6POST Q N
<br /> stairs with a total rise of40)
<br /> r:,
<br /> / I' __�_ li-INCH GYPSUM BOARD OR EQUIVALENT- FIRE TAPE 3
<br /> 30"or more; see GUARD I• I - ---; OTHER OPENINGS BE1IEEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED AO9
<br /> REQUIREMENTS for KITH SOLID $1900 DOORS NOT LESS' THAN 1-3/8 INCHES IN THICKNESS SOLID OR
<br /> POST BASE PER PLAN HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20- AVERAGE GRADE 433.5'
<br /> INSTALL PER MFGR. SPECS more information sloped joist hanger, - - -
<br /> L___J__ r r_i____,_,
<br /> �. MINUTE RRE--RATED DOORS(SECTION 009).KITH Saf CLOSING DENSE - - 6. GARAGE s MIL CR 0/GR r�ALL -I
<br /> •
<br /> ,� .---- •
<br /> �•,, , minimum download N
<br /> i capacity of 625 Ibs' L J:. .
<br /> • •r 12" DIA. CONC. PLINTH .J• see JOIST HANGERS 4 / -;•7
<br /> L---i r--)
<br /> CONC. SLAB '• HEIGHT AS REQUIRED j 1 / [ '�
<br /> ' j W/ (4)14 VERT. & #3 TIES
<br /> for more requirements
<br /> 06 O.C. stair guard height: -+ �; •- 4 ATTACHMENT WITH HANGERS EVA CUA TION NO TES Lia O
<br /> Q a s ° e
<br /> • : .4..a• •. ' • a. • 4.. • 4 . • •': , `•' • . 34" min. measured ..�• � �;
<br /> ;� ,.. .,..........4._.„,...� :. r �. . :, , �. . from nosing of step �� 'r. C.)
<br /> ..•I. ' � i � ' ' °• ' a°4 . 4.76.. 1..••I ' 04. BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING N
<br /> 0...."..,.„ -......,♦ . • . ,., . • • •- •.I "-, '. ••• ROOM SHALL HAVE AT LEAST ONE OPERABLE n 00
<br /> a: CO NC. FIG. SEE END. o EMERGENCY ESCAPE AND RESCUE OPENING.WHERE W
<br /> • N BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,
<br /> BUILDING CROSS SECTION A-A n Q
<br /> °: a' •6 'a•d • PLAN FOR REINF. EMERGENCY EGRESS AND RESCUE OPENINGS SHALL _J Q
<br /> a.° • . :. a Openings for required guards on the- Triangular opening shall ++ + �+ W
<br /> w �•o '• °� •a o . • .� -a• o � ♦ sides of stair treads shall not allow notpermit the passage BE REQUIRED IN EACH SLEEPING ROOM. WHERE scale 1/4 = 1 -0
<br /> p g EMERGENCY ESCAPE AND RESCUE OPENINGS ARE (Y
<br /> • • • a • ►� a sphere 4-3/8" to pass through. of a 6"diameter sphere. PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT —
<br /> w Q
<br /> M MORE THAN 44" ABOVE THE FLOOR. THE NET CLEAR =
<br /> r3 / SCALE: 1"=1'-0" OPENING DIMENSIONS REQUIRED BY SECTION SHALL
<br /> SEE PLAN ESCAPE R BYOBTAINED CUE NORMAL
<br /> INSIDE. EMERGENCY ESCAPE NCY 1J
<br /> 4 AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A __J o
<br /> 3 POST STAIR GUARD DETAIL Q o �
<br /> PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS
<br /> TO A PUBLIC WAY. (2015 IRC R310.1) (� d- W
<br /> 8d 06" O.C.
<br /> SHEATHING ►:4 see FIGURE 24 for guard 'guard posts can be installed as
<br /> PER PLAN i+ component attachment shown in Figure 26 (between joists)
<br /> j--
<br /> guard posts may be requirements if blocking is installed as shown below
<br /> 2x4 FLAT DUTLOOKERS
<br /> f/
<br /> 24" O.C. located on either side within 12"of each side of the post
<br /> of the outside-joist REFFEB ► 'ilE
<br /> E
<br /> at first interior bay, provide 2x blocking at guard posts
<br /> cn
<br /> guard post with hold-down anchors; attach blocking with 10d 2 ZQ202.)} 1---(1:j
<br /> 2x RAFTERS threaded nails top and bottom, each side
<br /> CITY OF EVERETT H
<br /> PER PLAN
<br /> (2)1/2" dia. thru_ , 1HERMOPLASDC MEMBRANE P. ROOF A
<br /> bolts and washers Permit Services (jJ
<br /> outside-joist
<br /> 15/FELT PAPER- VAPOR BARRIER 0
<br /> immow
<br /> t Q„ ` � 5/8"APA RATED SHEATHING
<br /> BARGE BRD. PER - - SIMPSON A35 PER 2" min. le Ssar�1 ®24 oG ,
<br /> ARCH. DWGS. V
<br /> SHEAR ALL SCHEDULE" 2-1/2" min. and 5"max. ® 6 5 INsULAnoN R38 '0 CO
<br /> W _ " 5/8 GYPGOBOARD W
<br /> 2"min. .' a S3 •09
<br /> guard post*
<br /> 06
<br /> PERAR WALL outside joist SECTION PLAN VIEW r' obi IQ
<br /> PER PLAN i O
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<br /> U) N
<br /> -- UPPER FL T/PL.PL. ELEV. Z
<br /> - _ - - - - - - fr �1i• CO
<br /> R11O
<br /> N
<br /> R-21
<br /> A § II ~% \ 006
<br /> e = • •
<br /> 5 END RAFTER DETAIL (6) STAIR GUARD DETAIL .:,
<br /> •
<br /> © / .„, > 11 7/8' Ti ROOR JOISTS fi MY U) Q
<br /> A,. o 0
<br /> t,,,_2,,. DECK FAMILY RM / l�
<br /> 4 , UPPER FLOOR ELE
<br /> y Fasten handrails per manufacturer recommendations . .• ,� _ _ I ! i i i
<br /> . Ill
<br /> T PL. EL.V. ii
<br /> �: •�� I� �►MI i,►�i���;►���y����j����;,����;�����;►���i;����lIPy����iiri����;�u�i;►���i;►���y'����;a��� li�i�i�ii��i9i�ii►��i�ii�►i�i�i�i i�i�i�i��i�i�illh9�iilF������4it�i�i�i�ii►�i�i
<br /> t� mn 1; _2, �r_ - _ X ,� GARAGE / i�
<br /> ,f 14"min t, �__°■. 00
<br /> 11
<br /> -�� 2q'max. 03
<br /> �,� E
<br /> ;` .= s; ta..min. Ep.m x ��� z
<br /> a BEAM PER PLAN BEAM PER PLAN BEAM PER PLAN BEAM PER PLAN
<br /> A® ,-- is •E \ 0
<br /> . „
<br /> \� 0min. \ .J
<br /> 10 Min. R per Min. R per �� 2x blocking \
<br /> in. insulation
<br /> in.insulation t .min.— '•.- 12"m:n_ NONCIRCULAR CIRCULAR RECESSED A / pi 6X6 POST
<br /> 1.77 Type /
<br /> 34"-38 to nosing [R311.7.7.3 Type U (R31 .3 yp l S3
<br /> of stairs,typical Perimeter 4"-64" Perimeter: >64" /
<br /> 2019-21 —ADU
<br /> �.
<br /> ,vats _ GARAGE SLAB EL �. -,
<br /> , l corrosion-res slant �- — — �; .. ..:.c .•. f
<br /> GARAGE
<br /> /
<br /> 1 .• guard L -I 1 I . .. . .. 1
<br /> handrail hardware Ity review
<br /> --J I- --I +6 mN POLYETHYLENE VAPOR RETARDER *IH JOINTS
<br /> post :: LAPPED LkVT LESS THAN 6"(152mm)SHALL BE PLACED 11 /2 0/19
<br /> , ,
<br /> Min.R per L- -J BET{yEEN THE BASE COURSE OR SUBGRADE AMD CONCRETE �-———- IMBE
<br /> In. insulation . „ MOUNTED TO GUARD MOUNTED TO WALL MATERIAL SHALL BE USED TO RETARD VAPORKTRANSMISSTON rOCONT. PERFORATED PAC
<br /> A FLOOR SLAB. OTHER APPROVED EQUIVALENT A/ETHODS OR
<br /> .,
<br /> A Min: R per ' , i THROUGH THE FLOOR SLAB.
<br /> 44 in. insulation Foo1ING DRAIN. 1{RAP 16/
<br /> RIB?FABRIC~BURY IN FREE
<br /> DRAINING'GRAI tl
<br /> TIE TO PROPOSED DRAINAGE SYSTEM
<br /> t
<br /> BUILDING CROSS SECTION B-B
<br /> scale 1/4" = 1'-0" EVERETT A09
<br /> 8DETAIL
<br /> 7)HEADER ANDWALL CORNER INSCJLA Tl0 STAIR GUARD CITY °F
<br /> REVIE.�IEO FOR PERMIT
<br />
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